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Permit 5863 - State Farm Insurance - Building
City • f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 VanDusen, Mayor 5%0 CITY OF T+."(INIlA PLANr;!;NG DEPT. June 20, 1990 Original inspection date: May 9, 1990 Mr. Rick Beeler City of Tukwila Planning Department 6300 Southcenter Blvd. Suite #100 Tukwila, Wa. 98188 Dear Mr. Beeler: On a re- inspection to check on conformance to the Fire Prevention Survey conducted at your business the following items were noticed which still require your attention: 1. Ceilings shall form'continuous fire- resistive membranes to prevent the vertical and horizontal spread of fire and smoke. Please replace the missing ceiling tile(s). (UFC 10.401) (Throughout the main office area and copy room) 2. Extension cords shall be plugged directly into an approved receptacle. Extension cords shall not be "chained" together. (UFC 85.106b) (In Mr. Greg Neustell's desk area) A second re- inspection will be conducted in 10 days to confirm correction of the violations listed above. If compliance has not been achieved, legal action as provided for in the Uniform Fire Code may be initiated. FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number Yours truly, CITY YA•F TUKWILA B UI LDIUG PERMIT (POST WITH INSPL.. flON CARD AND PLANS IN A CONSPICUOUS LOCATION) Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: FEES DESCRIPTION AMOUNT RCPT a DATE ' BUILDING PERMIT FEE 3 542.00 2,302.00 0523 0523 6 -30 -89 6 -30 -89 PLAN CHECK FEE BUILDING SURCHARGE 3.50 0523 6 -30 -89 ENERGY SURCHARGE 15.00 0523 6 -30 -89 OTHER: TOTAL - 5.862.50 PROJECTNAME/TENANT State Farm Insurance Company ASSESSOR ACCOUNT 295490- 0445 -06 TYPE OF ® New Building LtAddition U Tenant Improvement (commercial) Li Demolition (building) Q Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New construction of 2 story office building. PROPERTY OWNER State Farm Insurance PHONE 309 - 766 -3490 ADDRESS One State Farm Plaza, Bloomington, IL ZIP 61710 -0001 CONTRACTOR M B Construction P.O. Box 849 PHONE 889 -9700 ADDRESS 4055 Lake Washington Boulevard #200, Kirkland, WA ZIP 98083 -0849 WA. ST. CONTRACTOR'S LICENSE # MBCONC *179RG EXP. DATE 3 -31 -90 ARCHITECT Michael Glanz, Architect (MGA) PHONE 486 -6134 ADDRESS 16212 Bothell Way S.E. #F146,_ Mill Creek, WA ZIP 98012 ('Ot)t c'cor.))Pt tnrt( t USE -0 FLOOR 4 SQUARE FEET occ. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET ACC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year)88 SETBACKS: N _ S - E - SIGNATURE: 7Z ra"-f'rz FIRE PROTECTION: QSprinklers Detectors [] N/A UTILITY PERMITS REQUIRED Yes O N o (through Pic works) ZONING: P_0 BAR /LAND USE CONDITIONS lyes ONo CONDITIONS (other than those noted on or attached to permit/plans): APPHOVED FOR / BUILDING ISSUANCE BY: 41) , ��; OFFICIAL DATE: _ -1 , , % ,,� _ A ''' r` I hereby certify that I have read a ex ir%d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: 7Z ra"-f'rz DATE: / 2- -lei— Y? PRINT NAME: (Jr; Ft: //J7 COMPANY: t4/.? (d,4 ? ( O This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF r OCCUPANCY NO. 0 I DATE ISSUED: TvK 7-4A- t 5`6,(0•5 01-S- _ ccaSS 6'7 "7- O ?- ! G, JUL. 11190 CITY OF' TUKWILA 'PLANNING DEPT: Sew , . r o :: Pf ( FRAs' e;- RECREATIONAL/RIVER BANK/DIKE TRAIL EASEMENT THIS AGREEMENT is entered into between State Farm Mutual Automobile Insurance Comoanv (hereinafter referred to as "the Grantor "), and the CITY OF TUKWILA, a Washington optional municipal code city (hereinafter referred to as "the Grantee "). WHEREAS, Grantor owns or has an interest in certain re 1,,g�rp?�rty (herein- after referred to as "the Property ") located adjacent to Duwamisl�Riv fln the City of Tukwila, Washington more particularly described on Exhibit A attached hereto and incorporated herein by this reference as if set forth in full; and WHEREAS, Grantee is in the process of developing a public recreational trail along the entire length of the Duwamish /Green River within Grantee's corporate limits; and WHEREAS, the City of Tukwila and other agencies require access to the river bank for maintenance, monitoring, construction of future possible dike /levee and /or river bank stabilization improvements, and WHEREAS, Grantor has agreed to grant an easement to Grantee to develop the Property as an outdoor recreational trail for public use and Grantee has agreed to utilize the Property for such use according to certain terms and conditions; NOW, THEREFORE, in consideration of the mutual benefits and conditions hereinafter contained, Grantor hereby conveys and grants to Grantee, its successors and assigns, a perpetual, nonexclusive easement across, along, in and upon, the Property described on Exhibit A attached hereto and incorporated herein by this reference as if set forth in full, subject to the following terms and conditions, by which Grantee agrees to be bound: 1. Use of the Property. Grantee's use of the Property shall be for the purpose of landscaping, developing and maintaining the Property for public recreational trail purposes and of installing, maintaining and providing for public use of recreational facilities thereon. The use of the recreation trail will be restricted to pedestrian, equestrian and bicycle use. Camping, campfires, the use of firearms and any other activities that would be inconsistent with the safe use of the Property by the public will be prohibited. In addition to the restrictions on use provided herein, Grantee shall have the power to promulgate and enforce such other rules and regulations for use of the trail by the public as it may deem fit and proper to promote safe and equitable use. Access to and also maintenance, monitoring, construction of riverbank stabil- ization and /or new dike /levee systems by the City or other public agencies, will be carried out on this easement. 2. Construction and Maintenance. The design of the public recreation trail shall be in the sole discretion of the Grantee. Grantee agrees to make reasonable attempts in designing the public recreational trail to accommodate any plans for development by Grantor on property adjacent to the trail. All design, engineering and construction costs incurred in completing the gravel base for the future asphalt trail shall be at the sole cost and expense of the Grantor. Grantee shall be responsible for all maintenance and maintenance costs incurred with respect to the trail. The construction and maintenance of trail systems and associated landscaping shall be in accordance with the most current riverbank stabilization studies conducted for this property. Recreational /River Di.ke Trail Easement Page 2 3. Timing of Construction. Both parties understand and agree that the time at which the Grantee will develop the recreational trail is unknown at present because of the necessity to acquire additional right -of -way and the funding necessary to construct the trail. Grantor and Grantee agree that Grantor may, with the prior written consent of the Grantee, make temporary improvements to the Property pending construction of the trail. Grantee shall have sole discretion in determining whether or not to approve any improvements in the Property which would inter- fere with or be inconsistent with Grantee's use of the property for a recreational trail. In the event that improvements are made on the Property with Grantee's con- sent, Grantee shall bear the cost of removal of such improvements at the time of trail construction. Grantee shall not be responsible, however, for paying the cost of relocating or reinstalling such improvements, or for paying the costs of installing such improvements incurred by the Grantor, or for paying the cost of replacing said improvements. Grantee's approval of landscaping or other development by the Grantor in the easement area shall not constitute a waiver of Grantee's rights under this easement to construct and maintain the recreational trail, nor shall any delay in construction of such trail constitute an abandonment or release of the right to develop such trail by the Grantee. Nothing in this agreement shall be interpreted to imply the City waives its right to further obligate the development /owner to future dike /levee or river bank improvements. 4. Indemnity. Grantee shall indemnify, defend and hold harmless the Grantor from and against any and all claims, losses or liability, or any portion thereof, arising from injury or death to persons or damage to property occasioned by a negligent act, omission or failure of the Grantee, its officers, agents and employees, in constructing and maintaining the recreational trail. 5. Successors. This Agreement shall be recorded with the King County Audi- tor and shall constitute an easement and servitude running with the land, inuring to the benefit of the parties hereto, their heirs, executors, administrators, successors and assigns. Executed by the Grantor on 19 90 . Executed by the Grantee on " .19, GRANTEE: GRANTOR: CITY OF TUKWILA By It GARY L. VAN DUSEN, MAYOR T1TLE BRUCE CALU8, ATTEST/ AUTHENTICATED: MAXINE ANDERSON, CITY CLERK APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY ge President GRANTEES City STATE OF WASHINGTON ) )as. COUNTY OF Recreational /Riv nk /Dike Trail Easement Page 3 I certify that I know or have satisfactory evidence that Gary L. Van Dusen and Maxine Anderson signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the Mayor and City Clerk of THE CITY OF TUKWILA to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My appointment expires GRANTORS Corporate STATE OF WASHINGTON ) )89. COUNTY OF f ' d�WK- -) I certify that I know or have satisfactory evidence that 6AAA"- C�'� � signed this instrument, on oath stated that , au ri d t execute the instrument and acknowledged it as the iJ of o be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. "OFFICIAL SEAL" Evelyn Jean Davison Notary Public, State of Illinois My Commission Expires 11/18/93 ted Individual STATE OF WASHINGTON ) )ss. COUNTY OF ) ' Si Title My appointment pires 01,, /q90 aryl otary P lic I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be free and voluntary act for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My appointment expires SOUTH SEATTLE SERVICE CENTER T. P o. a. Access Rood, S /dewo /k O Utility ,easement Z... 8b- 11'42' R` 6000+ .ti�ZgZ9 (.00.00 . L' 20.41 ' ,• N 40°40'41" E 41.Ia •:" " "� A s 240.' A:41'� r•.._`. I.. L. •• Yv i. Am o1S' too' ace R+ 330.00 L= 4-1.0(. N 30- 7--roC.. E. tQCo.'S2. r 1 8 N N 2O'Access Road Sidewalk 4' MIN Easement 616 yepl �' • 04406. iW 53'�j/ 4 ar„o%nt. N 563°2- TRUE Po1N•'T' Cl= LEGAL DESCRIPTION SIDEWALK AND UTILITY EASEMENT SOUTH SEATTLE SERVICE CENTER BUSII, ROED & HITCHINGS, INC. THAT PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NO. 88 -1 -55 RECORDED UNDER KING COUNTY RECORDING NO. 8807210416 LYING WITHIN A STRIP OF LAND 15.00 FEET IN WIDTH BEING DESCRIBED AS FOLLOWS: COMMENCING AT HIGHWAY ENGINEER'S STATION P. 0. T. (2M) 127 + 75.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY NO. 1 (SR 405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISSION RESOLUTION NO. 1192, FEBRUARY 19, 1962; THENCE NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30 °27'06" EAST A DISTANCE OF 284.88 FEET; THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET AND CENTRAL ANGLE OF 08 °19'06" AN ARC LENGTH OF 43.56 FEET; THENCE TANGENT TO THE PRECEDING CURVE NORTH 22 °08'00" EAST, A DISTANCE OF 309.43 FEET; THENCE NORTH 63 °59'57" EAST, A DISTANCE OF 60.00 FEET, TO A POINT ON THE EASTERLY LINE OF SOUTHCENTER BOULEVARD AS CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED OCTOBER 29, 1974, UNDER AUDITOR'S FILE NO. 7410290105 AND THE BEGINNING OF A NON- TANGENT CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 60.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 63 °59'57" EAST); THENCE SOUTHEASTERLY 20.41 FEET ALONG SAID MARGIN AND CURVE THROUGH A CENTRAL ANGLE OF 19 °29'32" TO THE TRUE POINT OF BEGINNING; THENCE PARALLEL WITH THE NORTHERLY LINE OF SAID LOT 1 NORTH 63 °35'49" EAST 15.75 FEET TO A LINE LYING PARALLEL WITH AND 15.00 FEET SOUTHEASTERLY OF SAID EASTERLY LINE OF SOUTHCENTER BOULEVARD AND THE BEGINNING OF A NON- TANGENT CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 75.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 79 °23'38" EAST); THENCE ALONG LAST SAID PARALLEL LINE THE FOLLOWING SIX COURSES: THENCE SOUTHERLY AND SOUTHWESTERLY 77.60 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 59 °17'03 "; THENCE SOUTH 48 °40'41" WEST 41.18 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 35.00 FEET; THENCE SOUTHWESTERLY AND SOUTHERLY 16.22 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26 °32'41 "; THENCE SOUTH 22 °08'00" WEST 223.43 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 345.00 FEET; THENCE SOUTHERLY AND SOUTHWESTERLY 50.09 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08 °19'06 "; THENCE SOUTH 30 °27'06" WEST 106.52 FEET TO THE SOUTHWESTERLY LINE OF SAID LOT 1; THENCE ALONG SAID SOUTHWESTERLY LINE NORTH 59 °32'54" WEST 15.00 FEET TO SAID EASTERLY LINE OF SOUTHCENTER BOULEVARD; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING SIX COURSES: THENCE NORTH 30 °27'06" EAST 106.52 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 330.00 FEET; THENCE NORTHEASTERLY AND NORTHERLY 47.91 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08 °19'06 "; THENCE NORTH 22 °08'00" EAST 223.43 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 50.00 FEET; THENCE NORTHEASTERLY AND NORTHERLY 23.16 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26 °32'41 "; THENCE NORTH 48 °40'41" EAST 41.18 FEET'TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 60.00 FEET; THENCE NORTHEASTERLY AND NORTHERLY 57.79 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55 °11'12" TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON. MGA WILLIAM A. HICKOX JUNE ` 5, .1990 88288.05/SUR. 36A BUST' ; 'ROED & HITCHINGS, INC. LEGAL DESCRIPTION RIVER TRAIL EASEMENT SOUTH SEATTLE SERVICE CENTER THAT PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT NO. 88 -1 -55 RECORDED UNDER KING COUNTY RECORDING NO. 8807210416 LYING WITHIN A STRIP OF LAND 20.00 FEET IN WIDTH BEING DESCRIBED AS FOLLOWS: COMMENCING AT HIGHWAY ENGINEER'S STATION P. 0. T. (2M) 127 + 75.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY NO. 1 (SR 405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISSION RESOLUTION NO. 1192, FEBRUARY 19, 1962; THENCE NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30 °27'06" EAST A DISTANCE OF 284.88 FEET; THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET AND CENTRAL ANGLE OF 08 °19'06" AN ARC LENGTH OF 43.56 FEET; THENCE TANGENT TO THE PRECEDING CURVE NORTH 22 °08'00" EAST, A DISTANCE OF 309.43 FEET; THENCE NORTH 63 °59'57" EAST, A DISTANCE OF 60.00 FEET, TO A POINT ON THE NORTHEASTERLY LINE OF SOUTHCENTER BOULEVARD AS CONVEYED TO THE CITY OF TUKWILA, BY DEED RECORDED OCTOBER 29, 1974, UNDER AUDITOR'S FILE 7410290105; THENCE NORTH 63 °35'49" EAST A DISTANCE OF 293.37 FEET; THENCE SOUTH 26 °24'11" EAST A DISTANCE OF 354.91 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 72 °08'52" WEST, A DISTANCE OF 27.06 FEET; THENCE SOUTH 72 °18'44" WEST A DISTANCE OF 95.05 FEET; THENCE SOUTH 64 °02'45" WEST A DISTANCE OF 114.11 FEET; THENCE SOUTH 58 °26'46" WEST 118.30 FEET; THENCE SOUTH 47 °20'49" WEST A DISTANCE OF 279.23 FEET; THENCE NORTH 59 °32'54" WEST A DISTANCE OF 20.90 FEET; THENCE NORTH 47 °20'49" EAST 287.25 FEET; THENCE NORTH 58 °26'46" EAST 121.22 FEET; THENCE NORTH 64 °02'45" EAST 116.53 FEET; THENCE NORTH 72°18'44" EAST 96.47 FEET; THENCE NORTH 72 °08'52" EAST 24.02 FEET; THENCE SOUTH 26 °24'11" EAST 20.22 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON. MGA WILLIAM A. HICKOX JUNE 5, 1990 88288.05/SUR.36A BUSH, ROED & HITCHINGS, INC. LEGAL DESCRIPTION. ACCESS ROAD, SIDEWALK AND UTILITY EASEMENT SOUTH SEATTLE SERVICE CENTER THAT PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT N0. 88 -1 -55 RECORDED UNDER KING COUNTY RECORDING N0. 8807210416 LYING WITHIN A STRIP OF. LAND 20.00 FEET IN WIDTH BEING DESCRIBED AS FOLLOWS: COMMENCING AT HIGHWAY ENGINEER'S STATION P. 0. T. (2M) 127 + 75.0 ON THE �M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY N0. 1 ' (SR 405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISSION RESOLUTION NO. 1192, FEBRUARY 19, 1962; THENCE NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30 °27'06" EAST A DISTANCE OF 284.88 FEET; THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET AND CENTRAL ANGLE OF 08 °19'06" AN ARC LENGTH OF 43.56 FEET; THENCE TANGENT TO THE PRECEDING CURVE NORTH 22 °08'00" EAST, A DISTANCE OF 309.43 FEET; THENCE NORTH 63 °59'57" EAST, A DISTANCE OF 60.00 FEET, TO A POINT ON THE NORTHEASTERLY LINE OF SOUTHCENTER BOULEVARD AS CONVEYED TO THE CITY OF TUKWILA, BY DEED RECORDED OCTOBER 29, 1974, UNDER AUDITOR'S FILE 7410290105 AND THE TRUE POINT OF BEGINNING; THENCE NORTH 63 °35'49" EAST A DISTANCE OF 293.37 FEET; THENCE SOUTH 26 °24'11" EAST A DISTANCE OF 20.00 FEET; THENCE SOUTH 63 °35'49 ". WEST A DISTANCE OF 296.95 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 60.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 83 °29'29" EAST); THENCE NORTHERLY AND NORTHWESTERLY 20.41 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19 °29'32" TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON. MGA WILLIAM A. HICKOX MAY 23, 1990 REVISED JUNE 5, 1990 88288.05/SUR. 36A BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER 155- PROJECT NAME SITE ADDRESS /035 507,c j eilLeelb If SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. .................... UIREME�i BUILDING - initial review 4 FIRE • PLANNING • PUBLIC WORKS ,OTHER ROUTED) INI CONSULTANT: Date Sent - m�j -04, 4/45'la ner uc , 1Ilea : ly TIRE PROTECtI0f : 55 ; link! r e ria Detectors FIRE DEPT. LE R DATED: < Date roved ZONI 5 N/A INSPECTOR: 5 v5 JBAR/LAND USE CONDITIONS? [1Yes [) No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- w- UTILITY PERMITS REQUIRED? (-] Yes [1 No INIT: PUBLIC WORKS LETTER DATED: BUILDING - 12- 13-89 final review REVIEW COMPLETED INIT: IZ TYPE OF CONSTRUCTION: UBC EDITION (y(Hr): INIT 14 PERMIT NO. CONTACTED DATE READY DATE NOTIFIED PERMIT EXPIRES 2nd NOTIFICATION QIS-`6°1 (Iii.). BY: (Init. AMOUNT OWING 0 3RD NOTIFICATION BY: (init.) o3/ StrWQ" BUILDIk3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) UCLA' \7wl►►VV►nC► OVU►GYQ►u, ► unrma TV,.' (., ► uu (206) 433 -1849 DESCRIPTION AMOUNT RCPT # DATE an :l :UILDING::PERMIT FEE fr.5.2 ,'1' fta M•- PLAN CHECK 0Ai NUMBER Q Y -I ^ PLAN CHECK FEE fr �. QC) = UILDING SURCHARGE g,5-19 _ APPLICATION MUST DE OUT COAIPLETELY ENERGY SURCHARGE SURCHARGE "; 00 / 5> THER: TOTAL ` -gr.iisfiallip SITE ADDRESS SUITE # 6835 Southcenter Boulevard, Tukwila, Wa. 98188 VALUE OF CONSTRUCTION - $ $1- ,666 - ,650:00- 1/6"'JUf l-/q6 PBOJtEeCTNmME/TENAN T Company PsSouth Seattle Service Center ASSESSOR ACCOUNT # 295490 - 0445 -06 TYPE OF 0 New Building U Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New construction of 2 story office building BUILDING USE (office, warehouse, etc.) Office NATURE OF BUSINESS: Insurance Com any WILL THERE BE A CHANGE IN USE? No Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 22,222 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER State Farm Insurance 'PHONE (309) 766 -3490 ADDRESS One State Farm Plaza, Bloomington, IL 61710 -0001 ZIP • CONTRACTOR e6t t- e— vc_v-i-€1 VI 0 con - ruthoYl PHONE L J - 9- 70:2) ADDRESS L-105 Lak- <-Q ujOt51'114-on F3 - t-taoo 4- k(o.nd ZIP Cic �/�5, 1 WA. ST. CONTRACTOR'S LICENSE # ,y11� ep NC-- 1-19 11a EXP. DATE, -31 _ cin ARCHITECT Michael Glanz, Architect (MGA) PHONE (206) 486 -6134 ADDRESS 16212 Bothell Way S.E. #F146 Mill Creek, WA ZIP 98012 EREBYCERT1 <<THA. .iE AND ;CORRECT,: i E READ AND` EXAMINED. I AUTHORIZEO:.To BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE KNOWN PRINT NAME chael Glanz SAML<' 30 (I r E486 -6134 ADDRESS16212 Bothell Way S.E. ', 146 CITY /ZIPMi 11 Creek 98012 CONTACT PERSON Michael Glanz PHONE(206) 486 -6134 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. in all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant,* other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notaiized'Ietterzfrom the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may, extend the time for action by the applicant for a period not exceeding 180 days upon written request byiihe;'applicli* As defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be ►extendekbre than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED v-Ann 6,-34-eq DATE APPLICATION EXPIRES S6EIMITTAL CHECKLIST comoeted. building Per_ • RESIDENTIAL COMMERCIAL TENANT IMPROVEMENTS • .:Completed builng permit epplioadon (one for each structure „.. L. 8s�s$�iA • 1**ugl....:::::;..:1°Vt:41.1:ijileera. • H ::,•• . . CrLsshme 't fOritoorand.celiln state tieeneed • lans:''shoWing wallicognstructionan engineer may be requ,red if structural work is to be done (2 sots) NOTE 11 anyutThly work Is 10 be done, subm,t separate utllitypermlt RER00 . . CoMpleted.dirlicling permitapplication•..(onefOr each :structure) :::::::::::•:••••"•••••••••::::, • ••••:•;"::: : • ; .. • •••••• • : AtaesSO(AcCountNumber.:::"...:•„::::: . ... . f•jeirecitive"deooribing existing roof, material being removed, and • . . : : ••• • : . • • . , . . offo(thepermlt •••• • . . . . ••• . : . ,• . .. . . " ''''' '''' " • • NEW.SINISLEFAMILY,DWELLINGS/ADDITIOla •-•••••• {-1.9cinTiel,p0 bukng permlt appllcadon (one for each structure) AsiaasiOr. Account •••." 1----1.TwO:lets‘(2)0Worldng dfeiWings'' which lnciud Foundbon Pi . Roof plan • .• ■ Budding idevations.(all views) .; StflJcDJraI framing plans , • Wallington State Energy Code data • , • Completed udlity permit application • Sit 16) sets of site plans showing utility • ••••• • • ••••••• i°1112: RESIDENTIAL REMODEL8 • • • •• • „ . ii•—•:Completedbuildirig,perrnit:appliCadonl(one:.(cireaCh Assessor Account Number ..TWO:(2) ee0i'.0 Working drawings, whlch Inolude . :.••• :•..• • Foundation plan • Floor plan ,.•,.•:..• •„ ... Site: pion :•••••:'''' • . • .13UildngleleVada ... (all ...‘. •••••••• • Building :.croas4eCdon,. • i■ any • Stnhatu: lity work 'Isidb e done pro1de utility permit appllcation and plans mus? be aubmlfled .. .. • , • • : • • NOTE: Building site plan and utility site plan may be Combined Soe • utilify permit application and checklist for specific subrnitteirequketnents: , . *Wiens, topographical and soils information may be required4 11 ique site Conditions.. : • .. • . .... . . . . . ... . . .. . .... . ........... • • ,..E:901.1.100100.414110i..rig:0*i,*!ipiiI1009f„,. (one tor each structure) • : • • '.• •••• . . . • Assessor Account Number .• Narrative deliCribing. ekliting:roOf,::rnatedal being removed, and Material being Installed ' • ' • , • .. "•:,. • • . • . NOTE :A certification lefler Is retiuired prior to final inspeCtion and sign-:. off of the • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 December 9, 1991 Bruce H. Hurst Betts, Patterson & Mines 800 Financial Center 1215 Fourth Avenue Seattle, WA 98161 -1090 PHONE 4 (2061433.1800 Gary L. VanTh rn, Mayor SUBJECT: State Farm - River Storage Bench Cut - Finalization Dear Mr. Hurst: Enclosed you will find a copy of the 6/30/89 Developer's Project Warranty Request form and your Letter of Credit in the amount of $157,500. As you will note, this form has been completed by the City. Therefore, the City authorizes the irrevocable commercial straight letter of credit to be released only to State Farm, via People's Bank. Also it was recognized, at the time of release of these funds, planting of native willow trees in the riverside storage benchcut will occur before 4/15/92. As stated in the enclosed 9/25/91 copy of the Developer's Project Warranty Request form, the amount of this work is $250.00 x 1.5 = $375.00 which Finance Department Receipt • of Deposit No. 4711 is also enclosed for your records. We look forward to having these willows planted and the Hydraulic Permit signed -off through the Department of Fisheries before 4/15/92. Your cooporation in this matter is most appreciated. Once this work has been completed, please submit a copy of the signed -off State Department of Fisheries and Wildlife Hydraulic Permit along with your signed copy of the Developer's Project Warranty Request Form. Request a final •inspection by Greg Villanueva, City Inspector, (433 -0179) for release of these monies. If you have any questions regarding this matter please call me at 433 -0179. Sincere MINN Phil Fraser, Senior Engineer Public Works Department xc: Jane Cantu, Greg Villanueva, Permit Coordinator Development File: State Farm Read File Enclosures (3) ■ IRREVOCABLE COMMERCIAL STRAIGHT LETTER OF CREDIT THE PEOPLES BANK 120 N. Center Street, P. 0. Box 68 Bloomington, Illinois 61702 -0068 Date: October 30, 1990 CREDIT NO.: I170 -054 Beneficiary: City of Tukwila 6200 S. Center Blvd. Tukwila, WA 98188 Advised through: State Farm Mutual Automobile Insurance Co. 1 State Farm Plaza Bloomington, IL 61710 Dear Sirs: We hereby authorize you to draw on The Peoples Bank. Bloomington, IL 61701 for account of: State Farm Mutual Automobile Insurance Co. (MAIL TO): 1 State Farm Plaza, Bloomington, IL 61710 up to the aggregate amount of $ 157,500.00 ( One Hundred Fifty Seven Thousand Five Hundred and no /100 available by your drafts at sight to be accompanied by a statement from City of Tukwila, Tukwila, Washington , that State Farm Mutual Automobile Insurance Co. has failed to pay amounts due City of Tukwila, Tukwila, Washington under the terms and conditions of a contract to be entered between State Farm Mutual Automobile Insurance Co. and the City of Tukwila, Tukwila, Washington We hereby agree with the drawers, endorsers and bona fide holders of drafts drawn under and in compliance with the terms of this credit and that the same will be duly honored if presented at this office on or before October 31, 1991 together with the letter of credit. All drafts must be marked "Drawn Under The Peoples Bank" Credit No. I170 -054' Dated October 30, 1990 This credit is subject to the uniform customs and practice for documentary credit (1984 revision), International Chamber of Commerce, publication 400. The Peoples Bank Authorized Sig g ture City of Tukwila DEVELOPER'S PROJECT WARRANTY REQUEST FORM !�.:. 'SEC to: °lie fllleti in .#i .: cl�rYa1 r %'authdrized: b ..1 ::;alts NAME OF DEVELOPMENT: SOUTH SEATTLE SERVICE CENTER DATE: 6/30/89 DEVELOPMENT ADDRESS: 6835 S QU T H C E N T E R BLVD. PERMIT NO.: #5863 CASH ASSIGNMENT NAME: LARRY KARCH TEL NO. (309)- 766 -3983 SHALL BE REFUNDED BY MAILING TO: ADDRESS: 1 STATE FARM PLAZA (please print) CITY/STATE/ZIP BLOOMINGTON, I L 61 710 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANSIDOCUMENTS WHERE ITEMS ARE DESCRIBED): PROJECT PLAN SHEETS: C1, C3, L1: REVISIED CROSS SECTIONALS FROM C -3, 1/31/90 McKEE EXCAVATING, INC. PROPOSAL DATED 10/11/90 DEPOSITED THIS DATE: As the owner, or authorized agent of the owner, I hereby submit c %t r cash equivalent in the amount of $. 157,500 0 0 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 10 / 31 / g 1 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fall to carry out the work, I hereby authorize the City to go onto the property 10 carry out completion of the above deficiencies. I further agree to complete ail work listed above pr' to requesting inspection and release of these funds. %Gc ` SIGNED: C-- TITLE: /715j. / c, fPr� v, l e. eJ° /4 J,'. SFC7JON <;(tatiacw»pletscl:by; City €sft>�<- THIS FUND IS AUTHORIZED TO BE ACCEPTED. SIGNED: DEPARTMENT HEAD: ---_ AMOUNT: -) .5- 'i, b • CASH ® CASH EQUIVALENT DEPOSITED THIS DATE: WA CITY RECEIPT NO. %h RECEIVED BY: . 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: ::•;fro: - CHECKED BY: fr AU 1 have reviewed the above work and found it acceptable and therefore authorize the re : ase of t ve ca assignment. AUTHORIZED BY: DEPARTMENT: p .6-0 /L AMOUNT: - I S- —if S v 0 , 61U CASH EQUIVALENT— LETTER AUTHORIZING RELEASE RELEASED THIS DATE: # ?ci 2.. it - f7 ' '-t v� tfNL- v�,�.�1 L1t �J Acf �(' +- moo i. g>1 CASH CITY CHECK NO. A RELEASED BY: • Upon completion through Section 2, Finance personnel shall send copies to: .- Developer — Finance Department — Permit Coordinator, DCD Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD x ty OT 1 UKYYila DEVELOPER'S PROJECT WARRANT' REQUEST FORM ':SECTION 1- (to be: fJlled' In by developer.lauthorfied by Ctiy staltj NAME OF DEVELOPMENT: State Farm Riverside Storage Benchcut DATE: 9 -25 -91 DEVELOPMENT ADDRESS: 6835 Southcenter Blvd PERMfT NO.: CASH ASSIGNMENT NAME: State Farm Insurance Attn :pain TEL NO. (503) 463 -3236 AZiirsh SHALL BE REFUNDED BY MAILING TO: ADDRESS: 4600 25th Ave NE (please print) CITY/STATE/ZIP Salem, Oregon 97313 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE Planting of native willow starts in the riverside PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBEDI: 9 storage benchcut. Estimated cost to complete work $250.00 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ 375.00 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 4 / 15 / 92 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the Ctty to go onto the property to carry out completion of the above deficiencies. I further agree to complete.1 work liste above ' r to r sting inspection anc • release of these funds. ��' /� ` C�.r- SIGNED: -�� TTTLE: SECT1ONZ.: (to<:bs> completed 'by: SIGNED: `.._A°„( AMOUNT: 3 7 c' v THIS FUND IS AUTHOjyZED AC PTED. DEPARTMENT HEAD: CASH CITY RECEIPT NO. `t.- \ ■ CASH EQUIVALENT DEPOSITED THIS DATE: k 4 kq RECEIVED BY: ..L • CTIO 13` tia<# a coti pie • 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: All work identified in Section 1 of this form has now been completE and retumed to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: e:campleted `by, CHECKED BY: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: SECTION'4: (to 'be'completed >:by ;C AMOUNT: CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY: , FINANCE DE• Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD oa C) cn 0 m HAVE A HAPPY DAY CITY OF TU,(WILA m 12/09/9i GENERA 375.00 TOTAL 375.00 CHECK 37b.30 4711A000 000 12 :24 PHONE 433 -1835 91fLB 'LYQ.kYriO.YN PIY }YK1Yth'tWf+' +. M+ K} uaiarw�wr ,awr....w....+rv+rw••∎•*∎.,Mw ,w w.�....__......._ CITY OF TUKWILA Building Department 6300 Sou redter Boulevard Tukwila 98188 (206) 4 670 Type of Inspection Site Address Ce€ 5 S.C. BZ Requestor .3 .Z 7 -- Special Instructions w, INSPECTION RECORD PERMIT # 'L -g3 Date (( -4- 90 Date Wanted /1- q- 7c Project '/T FAIR -v►. Phone # 44_ 740 P.m. Inspection Results /Comments : C.5 2e- TO ,'... Inspector Date / /..��r j 4 CITY OF TUKWILA Building 74 4rtment 6300 So Ud nter Boul -ward Tukwila, M 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # 9730 5 Date tQ Type of Inspection Site Address Requestor Special Instructions Date Wan (e- ` t, ` COa.m.� m/ Project '� Phone # VDI.CQ — cf Co ? -Q1/3 Inspection Results /Comments: Inspector Date //e) r ' ?d CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 Permit No. - ij�3 Date /0-3'0 "90 Job Address ___L? 836 °5-C- 151-140- CORRECTION NOTICE The following items are found to be in violation of -9 ee u,c- /umc -and shall be corrected. -Pct, 65L4 •Der6Y2-2i • 3� vv�atl CS Pr$k n"F� (4) SI`Pt1a— . t t G A- ' E (Fe Y- c..ft,vt..1t- CA-m.4 p.SG e . - 1,10-4Lorvian).S 11J 4(U Nile-45R- - f-4.-Seg.- 1e-0< ri . Signed Building Official /Inspector ' �1SY. MYf<; 4lLF5Tf, NiheMAMYRYxMU +nw.rHnua++..u.�.v..n +.�....+. CITY OF TUKWILA Buildin "apartment 6300 S :enter Boulevard Tukwila A 98188 (� (206) 431 -3670 N1 type of Inspection Site Address equestor ' 2 Special Instructions ,e _. Phone # INSPECTION RECORD PERMIT # -Do C Date 1 c1 Date Wante. Project AW !.:--c:1653) p.m. Inspection Results /Comments: .y-1.,,r ,u„1 �,,� Inspector t. ri ��I� Date - Type of Inspection Site Address Requestor CITY OF TUKWILA Bu i l di ng/"/:,artment 6300 So enter Boulevard Tukwila, (206) 431 -3670 INSPECTION RECORD PERMIT # 3" 8(Q -5 Date 9_/2 �U U4f Date Wanted Project Phone # car me.--" Special Instructions Inspection Results /Comments: ._ Inspector Date 1— 1d CITY OFICKWILA Buildi 'ipartment 6300 S center Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspectionu; Site Address Requestor Special Instructions t:- AggraTORM INSPECTION RECORD PERMIT # 5 0 (.9J Date c:,)' - S' _ c-.1 Date Want-' Project Phone # C(7-"; •f ?+h'bi,•ry/_ C' a.m. p.m. CLt' Inspection Results /Comments: 7747" Foc.c,ow /njG coR f-ur'(0,vs / -ct)sT 86- 04,47>d' eg_toIZ p (I) Remove -/T S/GN Log( CH /NCoRRc CTC f . 6/1\4 -TS A CCF'SS To /i -Abob :cur -re C. LOT' Ceti/ c.Dint G ST,ier i, Oc To1r&e) d- (2) pas r" CASK /Cie -Gil 1T Foil. LAIYDS\CA-P /�lG CP20T• t�RRAe i` Y Fo .'t AC.2cill) r2AKSNr/ r7-e?: Td S. coKT2AGTo2 10 ST�T� /r■rS 771 CA- Cat P-Akm MA--r A LSO .JE}Al T TD CF(eCK 7-4/6" 'Deaf / S6-'T F. CAICH St Peg 1d .2. eJH/Ct1 12- 6"s'vt,-' /r• SlGN//=rCA"!7- - TR,rveW,4Y -D /PS . 7g1.(5 /S /Y'oT Accav1 A. El) Fv2 AP OVAC.. Tntnertnr /2 A`.�� �- �1- 7'LS'4 Date 9 /7A.© CITY OF TUKWILA Bulldin•pertment 6300 So Inter Boule r Tukwila, A 98188 (206) 431 -3670 Type of Inspection Calz.- R.i+oo2. Ns Site Address ( b3 a 3, C. It -vp. Requestor Special Instructions Y MA:17 :144.• INSPECTION RECORD PERMIT # Date c7--c -6 0 Date Wanted 1 "q^ 9d Project a.m. Phone # Inspection Results /Comments: erg_ 11'G-we-mow.. sjs Pt,Az- CA-v444 r.15 AP P rLmviz 9 , NE L" -71t --411 ,p U ND 51�"'1I41 -� Ni c A r.) ocAL -u.s tii Pi PE 41,— Ce'1 L r b Q L N w v.. MPt-S its j6 PPL4ie0 Inspector � — Date 9 (f^ 7-0 �.k'.LSS:1: c:•:x;,�amV4sruu,nxnr».w�i.�. CITY OF 'HKMIIA Bulidll� !partaant 6300 S �.�c.nt,r boulevard Tukwila. WA 96168 (206) 431 -3610 Type of Inspection (&_ ,J$ Site Address < C- (,mil , Requestor_ ,LA. ./-- Special Instructions INSPECTION RECORD PERMIT # -To 3 Date Date Wanted S -3v - ei d a .m. p a Project . :174-cw,., Phone # Inspection Results /Comments: • . Inspector (�--- Date U r - �fl {krn iYtYA:V1 AMSGalgaanvteAWAVOVMO ,... 4m+n 1,164,.T.W*....,,»44.6. re.. e10,»..,..,.,,.. ..r..,.... »......,...0.,,41.,, .,........,..,. 01.111‘ CITY OF TU ILA Building ;•tment 6300 South ,ter Boulevard Tukwila, WA 98188 (206) 431 -3670 ,rl Type of Inspection Site Address Requestor Special Instructions geninglat '4 Vffliniir; INSPECT N RECORD PERMIT #_I ' Date 9Z 0014-Date Wan Project Phone # ■r _. V 4 / v1) Inspection Results /Comments: �� ��►�- . 64 ✓A-C. � - (Amt._ Inspector Date $frqt9d Type of Inspection Site Address Requestor Special Instructions CITY OF TU ILA Building 'tment 6300 Sout ,ter Boulevard Tukwila, WA 98188 (206) 431 -3670 r �1 INSPECT''-1N RECORD c- ctD PERMIT # Date dYS Date Wanted Project Phone # 243 a . m yam_ Inspection Results /Comments: c o-v-k-K Inspector catZ ---- Date (f Z8 1 7d tatiaw+hrnau.wnsdo. +s v:.ear+.. v.u� CITY OF KWILA Buildin 6300 So .enter Boulevard partment Tukwila, WA 98188 (206) 431 -3670 Type of Inspection 't r _ a v:.V 4 O. Site Address (l4?. j Requestor INSPECTION RECORD PERMIT # 54=3 `re Date v -2 Date Wanted r25'_ 2 -70 .. p.m. Project `% c. E fitr kV — Phone #— Special Instructions Inspection Results /Comments: • T ncnartnr Ai_f/ Date '""Ike/ CITY.Q ,TUKMILA Bu11 Department 6300 .clicentar 8ou1 *yard Tukwila, WA 98188 _. (206) 431 -3670 Type of Inspection Site Address Requestor Special Instructions INSPEC 7rON RECORD PERMIT # 4SS C' Date �— !(4`)� Date Wanted 3" /'7 "°7 a.m. (id' Project t e_ ' ct_e Y1 Phone # j 1j —$LP f ,�wnuu 1'wW r <inl �.'xi.+iYartq[gJrN s.d',' Inspection Results /Comments: R.L ttn- t►.3 —WO V. usr.a- 1 nspector'"^ Date $ -(2 -g4 • JW. ticLt Wf re.,.∎ u.vwmrv.�•nv..swu- rabew. >.w.- arty. wartya+ i�t. ...wsawnp4'ar, e.+74 r.,' aY. r✓ r: A' WC. 1. 1. S.. te;,6' t^. it, 429R.!i;Y.':�Lr /";FiKi7`J clTY 0 4KWILA Builds • apartment 6300 ncenter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # %(07., Date - (3 - 7o Type of Inspection C.E'i >.��r��� �-� R-�� Date Wanted F- (c - go Site Address CQ'T53S 5, c. &LV • Project ST2r -v1 Requestor Q.o G€►t -- (ti.o -t-C; Phone # '2)44' -- 34(o ( Special Instructions 1/.%e (p To 12 Inspection Results/Comments( d2'FL. cki u a (ALwr (N\ "S ien/AA/v. Inspector Date y,Ttrfttgiat .r Wi7jA„' U F'rx .:C �C tt ` : . .a. A.r aN,L'."',�:ye =:77,� CITY OF TUKWILA( Building Division 6200 Southcenter Boulevard Tukwila, WA 98188. (206) 433 -1849 Reinspection o Site Address C -ur NG (2-19 ( 8'3 5 S. C. 8L-v:o. ,rs +n >:taac.WV% ..,.r.utwaav*>•*x. »..rr•u w.»«twn rc...ry .av .+vrn« ✓*+Qm. ..... wr.. u....•aY.znrur'*+•rwr..:.s; xae.s REINSPE`'ION APPLICATION • PERMIT # 511103 Original Inspection Date .5-n- 90 Project 51115-r;" Contractor J)1 cN, ST'. Phone (433- Ys,(2( Address QSS LK. • VJCLSL , _ -,,ro. S� -rLEr- Zip Applicant (signature) j r kA Date ° !�3 ~ � U (print name) ?oo."Ei " CrOE iNG C go ontact Person (please print) )ZOG- E42 G 0 & rT L) v(T- Phone # .32y ^3146, OFFICIAL USE ONLY Reinspection fee $ (�. oo ($30.00 minimum) Receipt #(fl) Date received `o -13-90 Resinpection scheduled for (date) 1>- )1- -j''9D p.m. CITY OF TUKWILA Bu11d s Department 6300 hcenter Boulevard Tukwi WA 98188 (206) 431 -3670 Type of Inspection (N(.. Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # (2--77)(e1-5 Date `6-- 9 C1 r) Date Wanted "` I 50 a .m Project S'IEc `I C . Phone # Inspection Results /Comments: N 6' C n-i v. c -S ' 4_6 ev y r r.) S N /i /J 'At Fzt2- ft-Jez,JS� rJ w►� (-9-C (A - 4-(4.Lt4. Inspector LYeir,, Date a -(4 - v0 CITY OF TUKWILA Buil Department 6300 :hcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # , 7 % -� Date — Date Waned `) (V / proiect 1 Phone # � ,/ Inspection Results /Comments: ATe Inspector Datp 8Y? Mey CITY OF TUKWILA Built Department 6300 thcenter Boulevard Tukw1 a, WA 98188 i (206) 431 -3670 INSPECTION RECORD PERMIT # '51!X2 Date — 2 r 7 0 a Want _ r �O a.m. p.m ley ro ect 4;./T . &ri'Y) Type of Inspection Site Address Requestor Special Instructions +v+nan�h+{t�'rn tuY.NS�MMMMtu r+YOnw+N Phone # Inspection Results /Comments: d C� /, 44;: 1S.ti— I40014 J --. a so Inspector AligLAP_.54.4tAlighm Date Fr/e-GO ��f: 4: i+' vWdnT4� +6h4:0 #.y:nY�r<nt:•::�;arxa�v � M- s, ^.a•s.. CITY OF TUKWILA Build 0epartnnnt 6300 .ticenter Boulevard Tukwila, WA 98188 (206) 431 -3670 a. 1sawrrdsY,vt M'rJ:i".V'a2C's + t, i•IR.'.iD •ltiui Ylri1. T! i' S13Jf41+ 5' DA '+=itilYJ;/RC + "tIM: IA. KR'rt "r:.' INSPECTION RECORD PERMIT Date z47(4 - �� Type of Inspection 14---t,J- ~ c-.0- v1 k 1--v - Date Wanted 8 - a - ` o a.m. p.m. Site Address (p35 �,C tQ"v -k, Project - , erum-, Requestor Lb CS) Phone # Special Instructions e,L4-- Inspection Results /Comments: Inspector Date /2,9.0 CITY OF TUKWILA euildir- Departnufnt 6300 (fir :ncentar 8oulwa Tukwil ; WA 98188 (206) 431 -3670 ............................,.•....,....,. u.. �, mw»,. y. awnnnani+» urnah .�.:c:wuxmzw�oaimata+v,wR•«raxw INSPECTION RECORD PERMIT # Date ''7 — f , O Type of Inspection :. 4d f / , 4- /, ,/ % 4, Site Address _ j "� ^� . I F i` Requestor J(�(J tf Special Instructions Dale Wanted - ject (51�. Ie Phone # `I Inspection Results /Comments: -'Luv C:4 rte( • Inspector Date - l ` 10 CITY .� TUKWILA Bui Dapart.wnt 6300 ..ruthcanter Bou av rd Tukwila, WA 98188 �\ (206) 431 -3670 ; l, Type of Inspection r Site Address / M �1��� ,�j Requestor Special Instructions INSPECCON RECORD PERMIT # S2GS5 Date 7 f _5 D ry to Wanted (� Voiroject Phone # Inspection Results /Comments: Cl\-40JK --clL- Inspector Date 71 / 9r°, . t8.'IIl Y{ k7,Y+Y &GhAt'.' Cd RO RNtti4tisU8NG1YLYY itiVitAf1 ft1..1.41.4Hflr.nu1v wn<eius..awa;.w 114-rA un•.m.«n.....010004 woe,w.n....,.r..w.+.... ,...wav 1.113? ,,,04,... ,aw.>»,64. .x..,..114 ∎Vit.1...nrasr.. CITY OF TUKWILA Bu1 di( ,41apartsant Tukwila, WA 98188 , (206) 431-3670 Boulevard Type of Inspection Site Address Requestor Special Instructions INSPECT ON RECORD PERMIT # Date Da a Wan WRoject 2 o 7 - -7d t ay 11/1 Phone 2sl Inspection Results /Comments: Insuector �� .GAL Datp 7- 2.4-5 4 titt 4.51P` tk.1/4t 40%iM M1. V.I NS!t >+Ytrlx+xt! #wbA+!C'fiY.w,v. 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CITY OF KWILA Buildin iartment 6300'So enter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPEC TON RECORD PERMIT # Date 7 _l 7 ` Type of Inspection'' '. 1 I L.A. -/ • Date Wane '61411) p.m Site Address a FM Et Requestor -,(,Q Special Instructions Project ,' ' r " - CC,Y�/%'1 Phone # Inspection Results /Comments: G"t(03 =� .11.4( c tieN Aitt a.A.A- -o Inspector Date '7 -(p- Y-o CITY OF TUKWILA Building} c artment 6300'Sou :rater Boulevard Tukwila. 98188 (206) 431 -3670 INSPECT ON RECORD PERMIT # 4S J Date '--17 - V a Type of Inspection ". 1 10I/ • 1 ,, Date Wan - = '. �(/ a .m Site Address ' • • .7 IMI13 Project =;�i 1, Requestor 1Y/ CCA/ ' Phone # Special Instructions Inspection Results/ Comments: p2 may-- ,J c.c►-1C2 1 -efg v 2 t e r-4X7 G-Ei , T' :t - GS Ac-ri ert • n— Inspector �5� � ---- Date i —1 3 . —9'0 tCh�i'[t CITY OF TU WILA Building +' "+rtment 6300 Sou ',.nter Boulevar Tukwila, 98188 (206) 431 -3670 C.tiMS.tl}', Yolko :..m o,a eLV..41W,V:) ;+n' {r, Fri. ; KSfts? R+ h! M7x44S'! 4! Y. 4tE ,Tii: + ?�2ie1'C!�`F:F!+,tl[5'At. INSPECTION RECORD 1.456 Ve; PERMIT # Date 7" 16-430 Type of Inspection Site Address Requestor Special Instructions � /Date Wan •d IUCLProject Phone # P.m Inspection Results /Comments: Inspector Date 7' 11— id • CITY OFT NILA Bulldin9'artment 6300'Sou :rater Boulevard Tukwila, WA 98188 (206) 431 -3670 F:AA'lN..^.tJ vamtw,iM" ^ix�:•�YC:l INSPECT,.! N RECORD _ PERMIT # v `e J Type of Inspection Ir � n � , Date Wanti " l -• 9 0 Site Add ress J C i e er Projec t Requestor J3(lAJ' Phone # Special Instructions Inspection Results /Comments: Inspector Date 7- -/2- -90 WSi diK3 �? i7, #A: S14+. i n ,41 n <:rnnz+J�ttN.r,.,,.mr,;an..e CITY OFT WILA Building irtment 6300'Sou .nter Boulevard Tukwila, WA 98188 (206) 431 -3670 iwKSaVa. MroXhY1Y.YV�x.•tlwr•4�rnwrshMae+r W m' N�.` N.! aiY. tUh« WrG •.•rveF. "i.i'1%':S:I:ft�ivAN:KP • INSPECTION RECORD Date Date Wanted f–/ — qCk) Project Phone # PERMIT # Type of Inspection Site Address Requestor IMF Special Instruc ions if iif AA. .i4 • Inspection Results /Comments:�.�9 -��% -vim cm6 Inspector Date '7 - - 7o dYMttiK' ∎ttAt *Ye asr.*_21ovit ea Nfca -k.. ri,, CITY OFT WILA Buildln f'�'Nartment 6300'So enter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection i eoar -c-n5+e ALI Site Address Requestor .PGl_ Special Instructions tavraa. errors. wun+o Impt., s:.+n:ttr .,.... ,'itltaWir!fW1.M_Rtztte,V,I.v 1fliN,VN.MW:1:6 1411.1.*t.'Afti'&At.. ? • INSPECT ON RECORD PERMIT # 5 Cc, 3 Date .1_ -- ci Date Wanted 1 _CJ- 430 a I,(, Project Staff FO.1 rY") Phone # a .m. p Inspection Results /Comments: (r■ r•+rvtA kic r.1 F,n_bT F-c-sa©oIL-, .4 pp x.4s'v4-39 A� Inspector v `'" Date 7/0)6 e. ,.^w^dYtFSei ,i +�1x, } vat. ..m-cweekn,41,1 ,,,,..:W.esklximefMw ler,,!MiieA,eteF4.` 0 ki TUt+ 3lroP:" Ytl. VIV D0,!Crnte.`.7Ei6VtA8Yfi43N.tMv- CITY OF T KMILA INSPEC • N RECORD Build10 viartment 6300'So anter Boulevard Tukwila, WA 98188 PERMIT #j5�� (206) 431 -3670 e Lsp,. , Date r o Type of Inspection ? d.c::-'Z.5YI, IOcit -1 E�TDate Wanted !!'7 — . -9t _ Site Address Q Project Requestor TIP7141tf, Special Instructions Phone #�3 - 2-�- . rn Inspection Results /Comments: CNANI.8 1.1prti -■06. .A►.h0 %A[4rr -4--- t rJSVt-4- 1 -tbr•1 f !-Q p fW v D PIA f .sV-i ', 6 tJ LOC.. Inspector Date 7 44 TO 4�i:'S'.�3KIfz.it, r6no1Xi'f � •"R ":.v.'Y"eC..la<rf:.5.r'.i�nr nb•h.:Yft�.r.'.nuHl »1Y.k".+3.ui Wnlmtl A /:iwh•7(.f,%'dnYt :ra+a4tY•.r�:: ifrbf3t:.ii'1 ?i'�Stt�.r,¢..MA V�"t'^ «P!n<M.tn�:.iV ly', .' ".#'.'•:.`h•iv:ibr;7d'SYr45.'7} CITY OF TUK -ILA Bulld1Bg.O�' . rtment 6300•Soutt er Boulevard Tu06)l4.- 08188 (206) 431-3670 INSPECTION RECORD PERMIT # Date to -2-3.-4'90 Type of Inspection Date Wanted Site Address Ui ! �• • �� Gv��, i Project Requestor J�7� ®� ��.`' Phone # Special Instructio P. Inspection Results /Comments: Inspector Date "'III- 90 CITY OF TUKWILA Building rirtment 6300'Sout ter Boulevard Tukwila, 98188 (206) 431 -3670 Type of Inspection Site Address (Ors 6 Requestor Special Instructions M+4rA'af >>YriYA:em4Y: &• H: d�: l•!. t» fCt ri�: Y.'�'iF4M%'fi'l9?:tiltrlNt.N'�'.4 :'M4:7.'L•�. INSPECTI N RECORD PERMIT # Zt�3 Date to Wanted p.m. Project Phone # Inspection Results /Comments: u.3 Lkw cAziec Qn.� -.. .e1� -�-ti- l,•ri Inspector Date rp - 2,4 - 9 U :a. 're `t;�l'kM1N:555r;.Y.:75(LMJNs.; CITY OF TUKWILA Building ;�rtment 6300'Sou ,ter Boulevard Tukwila, �1 98188 (206) 431 -3670 a�azrwuew avluv .ratur may,tir,•v,:t;:aaxma';Yrlf ,? aXtivi,ALVi9tr!�;:rwMr-. 4 PPAgli tft:igtittteet;L4:?S1Nir i INSPECTION RECORD PERMIT # ' Date 6 --v5- 1Q Date Wanted 6 —Z6 '- D a.m. Project Phone # Type of Inspection��LL Site Address G:,Cf 2ep er-.e / Requestor Special Instructions std./ • .t/ " L. p.mJ Inspection Results /Comments: 0Y Inspector Date 6 (2.ct, (50 niif` '.V,44Af.441:440WH61WWW ,10,010,i.att4.00VI a +ai..}vr.wroc n. »+�.•wruwrwa+ >a»awr. CITY OF TUKWILA Building 6300'SoutIvrtment ter Boulevard Tukwila. 98188 (206) 431 -3670 .r..... mv0wn.1cv.lr ahrrtr:dnx'ur.44 .1,1W4M .At 5l meldelSm o.Jkkxtfrit.lzoiMSli.VCtniifl5. Moir. INSPECTION RECORD PERMIT # ► Date 0I-ao Type of Inspection '"- 610\0■. -1 O1'1 Date Wanted 110 a.m. p.m Site Address lf/C5_S SoUthc -ern ter 151., Project �YiY1 Phone # 33 a�. Requestor Special Instructions Inspection Results /Comments: Inspector Date (p 2..2 --?6 CITY OF TUKWILA Buildi +pirtnent 6300.5e ....center Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address (1 U Requestor .Special Instructions U1,S1.& INSPECT! • N RECORD 3 PERMIT # Date Date Wan Project Phone # a 0 9 • • Inspection Results /Comments: CL w _, a( A J9 CG1 l-t t3C FYLA-.r.. t.S' A n Q 11-4"x';) -e�c. c �v�-�2_.. EV .,v., - ,rt-_ 6�x, c� I. oct- t— A P e. - "1 1- r N) N 1 C _ W i Inspector Date (, . (g. `? o CITY OF TUKWILA Bu11d1� `ipartm.nt 6300' canter Boulevard Tukwila, WA 98188 (206) 431 -3670 i( LY 4.1� r INSPECTION RECORD IA PERMIT # U �Q 3 � —c:20 � Date ? - % ate Want i - (vim'" a.m. Type of Inspection roject t14' Site Address ! �`� _ `.� �1 ' Requestor Phone # 3 ~47 Z/ .Special Instructions Inspection Results /Comments: 1 j - drL_ --- wnri -�. c,J A -2 c— A73 `-M-N �� cr-�r e. i,—� a ,mil .eccnE7v1' Asa Inspector Date 6.-13 -76 CITY OF,TUKWILA ` Buildlf ?apartm.nt Tukwila, Mcante Boulevard (206) 431 -3670 Type of Inspection Site Address Requestor .Special Instructions INSPECT SON RECORD PERMIT #Jr-�� Date —40 d DteWan a.m. Rino j ect Phone # pikt. 4friaimmtwaremsizt 1, 56 Inspection Results /Comments: • . " 3tAiLl)■• L5 1.4 r G (A.6 i Inspector Date • ? - 6 U WMMII Building Dee etment 6300'Southcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection j'1� (cJin Site Address idol S x_41 _ .J Requestor -'-c3-J.p _Jaw' Se- Special Instructions INSPECTI ;N RECORD PERMIT # S.75 Cp Date — " 9 C Date Wanted .m. Project g.,(.:f:C C/7111 Phone # q 3 5 -.Z/ Inspection Results /Comments: �. % = t - t r t Y L — i tL Tl2,pJ A P r CAT∎A __ f 1 I L. Q ( i�'�2_ _ C') Inspector Date (P — G — `; 0 ' tlL.��"i�'+:lA'�fi}JG.:::iidYoYE .': M• I9? S�Ob )xY.'acv�sK.n'.� «nn',+t•4�,aV fi +' <cTr.',., uuren+. n.. �.....,•. um�, n�,. wH... wvr. exoss• rni,,. a+ mw. n�• sl:» ciitrew,. 'vanc«.i�.�:•.,'...�...mnkury�r ab•fi vex CITY OF TUKWILA Building trtment 6300'Souter Boulevard Tukwila, WA 98188 (206) 433 -3670 ype of Inspection Zr`�' U �0 10►'1 INSPECTION RECORD PERMIT # ( Date 31- aQ Date Wanted (P' .m. c e S 'c- r "P r e l Project j Q arty, Address equestor ea`112— Phone # special Instructions nspection Results /Comments: 1 A e egt vb-'10 AT 2,-1-4 Etc 17.3 se----1) A 2.E 1'% i A YL.c i.R- ��'l,O� cbVl�2 -ate W t TW . [nspector G- 3 Date 6. r I - !' CITY OF TUKWILA. Building Division 6200 Sauthcenter Blvd. Tukwila, WA 98188 433 -1845 Permit No _ Date I ° ° / 'y 9 b Job Address ..0 g ..:� ctrzrc CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. . N:_. 0 ... ""t..r,r.i 1 r,.a 't'��::,"'•�..;�t..r{ . ;.; •1=" = {. - •c- c7oYL. W./ \-1.4...... �'t;.'z1e-i +I, ' -aG.._. c'11�JL —( t `M / , t n t r ;--t. L... I S {::..e, v(F) t.. i : : 7. " ? : ) C ' - . ) v l ' ` “ . . (, v I T t- 6 c -,a. r ',in t..% c:.4- 7-,..t, n) ! >ti `.' ,a,- .1"t -n nJ 471 - spy . A Nja Fr■ � L r sJ o r`)cN u. 0171. t i i,a - r r -C-1” (;. -ui 41.0.4%- -L 17- :t Lv l.) J 1 rt.-:" = t.+.4 c"rs3 1 'C` -'1`) C:.t) L (J c) j l.1 '.4 00(t.tL"'t.� Signed Building Ofticial /Inspector CITY OF TUKWILA Building^ertment 6300 Sou ter Boulevard Tukwila, 98188 (206) 433 -3670 , x,,.! <raYrnM.:+faa+.vtiiw��s�.V' WM�r,; tt: rntuvu.` Jrrt'.• tt• 1. Ohrt +x,rn.!fmW:aavr.;+.++�e.'•.MW. INSPECTIr RECORD PERMIT # W4, Date S-- zS_c Type of Inspection SO 1 C(.lrC_ gaar /fl,,) i '.te Wante 2-? - 4= / 0. p.m. Site Address � � / �l���I 'roject e Cc,t RA- Requestor /' C� r Phone # 3 'r E'4?-, Special Instructions Inspection Results /Comments: -e.r �- c.}�- � � -flC J' �� aa�� -co-�-� Ayo Fi z ,g. pn 1 (- r4YL— r1-u/Z--- (N P �C �c� P �YL� C—�J l� 2 IS .S—tc. t�'t -Fi 40 fi'l'e 5/ yam/ 1 \. W A-r) %VA t P C• writs s F• /7675 Inspector (S:1 -_ Date 5 2 /90 CITY OF TUKWILA Building irtment 6300'Sout ter Boulevard Tukwila, 98188 A (206) 433 -3670 kY 1 J.Yntca+,x,e WN.n�44:14H1+Y..t1 Hx-: A '/.+:!'.x14a:AY ?MY:�:tt'+x�•IKi raY k✓i'l/Y. <?' v- tli 'tY+A.�.x�l ^M',�2L.!"x�a.'M•'Y ITS'F'f•S:"ZZ?T.VAS', INSPECTIr RECORD PERMIT # Date 6• 2,b- Type of Inspection 10, Qr c - €i €1/1 Date Wanted .S" Z4 . CiO a.m. Site Address Ug3S C..".;oblut-A-h et R402. Project sl-C� -tQ Ca-( nn Requestor — Phone # 4ib - -ar;. Special Instructions Inspection Results / Comments: %14;4/42 b/A�a.v -� -.scot (lx,0Ac.4ax, ,,tHr.A,ckor's diAld Inspector � Date J "i.cf /'9t5 CITY OF TUKWILA Building 'irtment 6300 Sou 'ter Boulevard Tukwila, W,' 98188 (206) 433 -3670 INSPECTI ,N RECORD PERMIT # Date 2 `� 'ype of Inspection ite Address i ? :equestor pecial Instructio s Date Want roject Phone # :nspection Results /Comments: 1(N17. 419-tr- �� � jQx ,�.� [nspector Date .-12..;s /9n n CITY OF TUKWILA Building Division Tukwila,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection Site Address CQ Requestor C�(.Cti. = c s- INSPECTION RECORD PERMIT # .() Cp �J Date 5 — 2/ - (4 O 3 9c - Date Want ,`j —2-Z ? 1)4roject e F(,Lr pI'L- Phone # 3 3 _5 6/2-1 Special Instructions I ( . /'AAA Inspection Results /Comments: C,E-A�trJ(( FRA0,,At4z — 2.�`� .e+-t�>e_ N-tsr APP(��3 C A.) rSTr1hcrtva --- W 1 L-- 6 P 4 .J ` h S iSut LT ` A t-J.0 m r R,c AP Pft VPck. -. SPeU AL 1 I-) SPA- �I-to— t — CASs -.sp n1 ii (S a n) 196 vit., Inspector -- Date S(--f `t0 CITY OF TUKWILA Building De artment 6300 Sout ter Bouleva ; Tukwila, er88 (206) 433 -3670 ��j`' ne. x... aavvma; rii .xrnzc...r�.a.r.,:.•a- •. +,v.a:, gnu, v. � .,wr.>.n��i�:.n.n-�rvy:urcrr -ntx Ja,•.rr.neavw�r�,:rnxnaiA; INSPECTION RECORD. PERMIT # �J CQ 3 Date 5 l' a ! Type of Inspection Site Address Requestor �+ DaeWant l ject L crni Phone # r x6/.2_./ vzs.rrNAxm. Special Instructions cvel06s Inspection Results /Comments: C€11-106, W/ra BUJ 1 N.Sivzu-eo 3 C•4.8CAorr 'n"'LiTt t- C A ^I`D A P L' P-a V t ►.1 AFL erA N� j�� b n .10lrl G. A —Z.. A NI R-�U l�c"�l F�- ‘S App . Inspector Date S /2-t r� it '.g"tM}: t i.'t. iiiMW, F.'wi wi tlx`i"�`!4;9N,tY CITY OF TUKWILA Building D artment 6300 Sout ;'ter Boulevard Tukwila, 98188 (206) 433 -3670 otot :f2Aoto :XY6!x t!s+ril2iOzooNTa olmFe.iMovorot;tt'httr "."1•t ' 7} btttY".? VYto :?J?S:Y.Xo(:iiogootOi1'F'Y'S2- INSPECTION RECORD PERMIT # 5--3 Date Type of Inspection Vrcwrrkl11 ' ci l.? 13 Sputnc -e rtvr �I e7our b.er Site Address Requestor S- I-7-90 Date Wanted a( " qQ Project 1J our Phone # 1,133-1A& Special Instructions Inspection Results /Comments: W ,Tz /11 - ? 11-J -1._1 C-e rn vaLers" p€ - ppe pg '& Inspector Date / -fd 1%, 41, Ov'.tPx.r. ':l`1'f.:AGW.IJ:`N; Yf�n: /<:J HMS. aR.• fM�:: t�I, S: CCM�Jir: s�+fGrSM'::lt:'ifi:O.Y/.S<Jfia.J atrY:L +44te.'f)MN'. {+13'stF'iUi 3'.Vlit'i sie'4R:'��t:\ .ir'ifli`.(.?;�`nf:tlS.': 1.i'i47s',ifi. �i�k1. '.1?.rd.. w�''rl:�: '{�:; +r: CITY OF TUKWILA Building '.irtment 6300 Sou ter Boulevard Tukwila, 98188 (206) 433 -3670 Type of Inspection `( NYI ■ 626 Site Address zS c--err er Requestor 3f- eo•Y 7-Q Y Special Instructions INSPECT! >, . RECORD PERMIT # Date S -) (p - 90 Date Wanted SI Project State. r ) Phone #" Inspection Results /Comments: Inspector Date 5 ((7 / 9 0 '.2SIICC IGtV Yhol1YYwG.W- evHY* CITY OF TUKWILA 8u11ding.Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 • INSPECT 9N RECORD PERMIT # ' C3 CQ 3 Date Type of Inspection Site Address Requestor Special Instructions g%ate Want mss-" l 5- ?da an. '�. 44 t Phone # s 3 Inspection Results /Comments: Inspector Date •1 /1P /y'0 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions II a "!WI INSPECT QN RECORD PERMIT # C 3 Date 111111WEIr Date Want 5 C 9 6.03.°)- p.m. Project Phone # q3s Inspection Results /Comments: Cawi cc=Al .6a -SA,,. pl) Inspector JI Date 5. —(9( -9 CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 Type of Inspection Site Address Requestor 39Q Special Instructions L ■ ■ Ca> "1411V1111111 INSPECT ON RECORD r; PERMIT # Date Cpl,Cv /6 ,iDate Wan 5 7 -- qe a. p.m. Of . Project ( LP, Phone # '3 3 --8'q z . Inspection Results /Comments: Q7tA_. 10- rb - �c • .d -61-4-7 . frt_ P•'"° �,-� ..� ytic {Tncnartnr r,L.(4_, Date X790 ;y Oti,: WfEL•.PMCSa.Wilkt4mottx...swur va+ rw• a:.. w..,. w« w.. �5..• w,..» •.w,..,N,.,..�. «... »..........w CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection ma 0 l Site Address Requestor 11 INSPECT.ON RECORD PERMIT # 4 - s0 --90 Date Date Want Project Phone # 9 a.m. Special Instructions Inspection Results /Comments: (c/Lawn rJ(z of Gil r,110 vvtTW �'1 -� '-'-- 111rrT14€ Jam( orL. 1 1.rs y,) \TA (^,14-6C4 -2 Is 7 / 0'r✓ sz _ rrz efk 6 L€),1S f=-o TO u, tLEEP MA E- (IN)), Wfr`3 ,\Jolt 4.e.7vj C- t. i G 7 Inspector (l Date ;7-- r CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Cep e Requestor Special Instructions cy#1 INSPECTION RECORD PERMIT # Date CO i 9aterWante Cf- v�S--9. d , p.m. LAIL A C-� �Pro4jecct 41e, Qr Phone # S --7 2._.) Inspection Results /Comments: ./�.i `� ` _ C" /�/ o G ( r LC OA, `L.4 Oti. S.4 . Inspector Date 4-0)3 GS' ikttk :taY!.tl'PiSaLxfitAYi CrV:«t'..\_• AZS!S::MtiritAfi.f c'4W+r .V.. + nwMan' SUamn . «.wt:+xin»nc.i.e••V.oNNIoe. n:rxlu Kevinq rltlVOSU, nkiet. vctt skxk3aVtekV44th'!W3:YYra:4t#eS tnKt.p+,feojsn+A-,'4mcttt,},,At . rai.; o,gHY. CITY OF TUKWILA Building Division Tukwila,,tWashinotonu198188 (206) 433 -1849 INSPECTION RECORD PERMIT # iv Date Lt /9 9 Type of Inspection 1'.a D•te Want C - r e Site Address / ; 7.12 el► %i troject %1»- Requestor - Phone # q .F -y1? 2_-f Special Instructions " 7 0.—.1/t.-. / Do C C� • • Inspection Results /Comments: id 14, r Cam. u�Cs� 1. x 410 r 07, Inspector Date l 2 f qo 1141 hSYtA'x-iY,".b"gor.rWZt tviufr.on CITY OF TUKWILA Building Division 6200 Tukwila, tWashinatonu198188 (206) 433 -1849 Type of Inspection fw\Q Of r PERMIT # �t3 Date ( -1— 9 0 Date Wanted 11- Lc-' a p a .m. Si to Address (Q 5 CenterProject t0th far m 5 Requestor k �1 Phone # 3 " c61--) Q.3 Special Instructions la :. --1--''t1 Y\ on 'jl't`-e___, Inspection Results /Comments: '1.-&57" 1 CSC �,►r2 315 � � (Nreq. vn Q dc- 00,4. -e a`42.1 P LA -Ge""-Yn "c t 1r3 (..A. 6 a— Fu L.t.- "rt. wi, w A-LA- S v - _aU.1-1`) `T'o 4' ((; . )3c.Aka LTA ,rnn ,,sri -. c_ntsne.. tiM t vv. d C7= GAS GA-ON S� 1 r1 t� :TA E -iJru, 4- U1m�+J' �1C= Sl ` G l 1 Nae k o 9 . 5A P L (14C, . vvw tit w t Lt_ iM +1-u 3 e R -t.s-w, 541 E `c-t cc. (Q t b* V./ t14-1— Ga tJ _ .R A''t a tJ ` V1noa.'l -Pc4- t ;tow S1tnx Q t-c-s , Inspector ScbCE7vA - Date 4- 0? -46 CITY OF TUKWILA Building Division 6200 Southcunter Boulevard TukwilaoWashinaton 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions �iLnril�.r�;k 5�9.: �YatNK+ R' Qd1�SiWYitN/ t1i�71L) i( l�h1UYJf$ 1K�' 0lil' �/ R;: lWtiid'. hY '.!i!�:fi9t7!F:::JY11C ^tVil�.1Y �f.�ltlit :^..'teYtllCkfG'.•if�5' INSPECTION RECORD PERMIT # Date slrY "? ''3D 457 Date Wante' - � d (6). Project / ir'�L/ tin Phone # • 'XL .,f,. aPtorox 9• ya. Inspection Res/ults /Comments: Inspector ta .�./r1� Date 3— /5 W igia"4hYt. tfite'Sa2d'i1 s:EtZ.2 osS.,tl CITY OF TUKWILA Building Division 6200 Tukwila,tWashingtonu198188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions qr Yxtr,1M WAn,:•taccc W.16uir ttfifatL' Rite lttWMU:,'eiAYPA Y:ten•Mor .1i‘ziat:;.fSA',AYA:V4A, 11,111e..4;4WWPOSi+ut6tCr.ft err.7,3 :i KAIA :ie.YYCVt71,1, INSPECTION RECORD PERMIT # I�uC 3 Date die Date Wanted 3 - 12 "-90 0. p.m Project S4 `tfa r k_- j_ Phone # {3 3 "3412 -Z' f,(rl i'lG $(t4 rOc, 9'61 rc1-33 Inspection Results /Comments: ,S 4Q rw ;,l 5 ,7,7 /41(„2/-6,,,,c � r-� 5 715,9' 62 '7 S t .1 41,04.2 . Inspector Date 3'-- /2 -ro . .`. �` Ia�lldf4�F1 .`•�!r�C0:7"�3f,#t4a't' Sip. S�utA+ �uus�rr5auu�vrrvr.- u. zm�nr�naM,. ruwu+ �« wx., c. a,>:, �.,.,..,..,.... w-....« w...... s.=.. e.,... ma«... a,,....- rwa. a .w..w...�.>...ww,..w�o..u+,..«, «.. ww.>. ww. aM. w».,. w.,. w«..,... . o... o.« nw, ,.......w.�...r.w.....»..,..... CITY OF TUKWILA Building Division 6200 Southwnttr Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # C 3 5 - M-90 Date Type of Inspection CnCr de 461,r Date Wanted F -02- ITo a.m. m Site Address C e p ' . S aUTMfCsaJ 7 ( • [v/> Project 7 � Fifori Requestor ,��' Phone # 3'---o Special Instructions f ; $ [r)up( Inspection R sults /Comments: /4t,G4/12 _.z,.c-0 Inspector ,774-(44-1 Date -z T ff7 tiMi !! nY' J. TMM \Y.K:WA'aY_[S.x,NAMMLItfi.li.. .T,Xo r. ^..r:11 .e. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT Date Type of Inspection C Obtl Yl Site Address 1��5 u-trcenief Bl Requestor :12)Q■41_, Special Instructions is : 50 Date Wanted Q.-)S -QQ a.m. Project Q te_ ' arn' T4 . Phone # 3--4SL Inspection Results /Comments: otp doh -�'E' ��►, i '� " < G — e!` // ,4e oak- , Ca, . 4t/ 2i' /c7G�7� .� GU �� //d C' 6-4e Inspector Date 3AY. ? ;n k/Llvwpi reatY1':' i li fegLei thIr dag{ kg; N•5.3' 4M yA 4P 110.01JVaYVnTtlwJnF•■NAv^»0,1•01 1.04AIRCm•••••.'NWCfWk 1•11.1,•∎••bYtWSAAVI•sX4M•W+a: ••∎•••K• •••••∎t••∎••••••l •4vcHUfMAM t••••.•• •••1us••••••AMhw,MMY.WMnN•04••• CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington. 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # .&Af)^'J Date cam" 9- qQ Type of Inspection FOclrt Site Address £V1mP,Y] -PY g� Requestor Deaf2— Special Instructions (O; '} O Date Wanted I -90 Project J !e_ farm Phone # 1-133—SL-('QQ • 111 • Inspection Results /Comments: (r /O i /� ✓�. -AI Inspector Date r.;;:MtteS9r4Virlteealil icci m• r;,,> axam.: na.: :wm�_,re.a- ...,«,...:a..- .-,,.. Y.,.........,....,»....,..,..., ......».......... «. ....,..- ,..,.,µ..,«..,......, «.,.. u.. .,.,..._,....,s.....,..,r...�,m ,,.....- .�.,.,...,.....,.. CITY OF TUKWILA Building Division. 6200 Tukwila,,tWsshinatonu198188 (206) 433 -1849 INSPECTION RECORD PERMIT # .101(p� 2/ ° /9a Date Wanted 2 /GJ% CIO Project .`JE. & akrA) Phone # 4133-g'g2 2 Date Type of Inspection Address 6oLL 1c.e -' J Requestor 00/V6 Special Instructions pO(,i,1) / ? ;3O a.m. p.m. Inspection Results /Comn;nts: Milfrliiillyw-„ MOP I Alit Inspector Date ./9/re • y.,kt�mo -∎ • CITY OF TUKWILA Building Division —` 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor th 1161U eENn•Ib.v+MhWwnr%.cWttw /1.Y++sm cxnf iFle .l.NrtnNt.n \GN+.tfTf %•'.W .N_xtMaf;d� �:Mtt•N3xa.tbn�.. ANt;: 'oot or) rbrox n3 Special Instructions INSPECTION RECORD PERMIT # dr;>)25 Date a-.1-90 461,44x,IUfil4rl.tt Date Wanted 0-'-90 a.m. South_C n"k=tr C31 Project .2, Vann ins Phone # 4L ia 1 Inspection Results /Comments: Crn/ 2;7, a E o`av - teiR s <io - P- .- .ea.471 cam" is / C1�D-A7 o, 4!�lJGC/ Inspector Date �.- rJ' 5'S6 3 /g/yo /ff w.11( y. r as -6-116-r 74e/2 f / 4! c I !._ ` -te. I44 SeL-47.0e-5-7-)r_ rr_ ..cal r'Ft +'!. dAl:. 4, 4* .EL'iUJAV4Wak,041POtti.hicanmxi ..� v....,. w, v:...,. N..,........,,..,.,.. ....,a, „ .,,.,... «...w.... wr......,.. .................. raw,... w.,..,.... w..,.....,,. v...<, u,-..,;.,,...,....,, m ..M.:..- «... >...�.. ..,,.x ...t.,,...�..,e..,...u.,n ..<n....•.mw CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor l Forr�in� INSPECTION RECORD PERMIT # (0'5 Date D�35 Date Wanted a-%-c10 a.m. U-1C_ nt--e.0 Project Olt State_ AYYY) Phone # 453- uI -i a� Special Instructions IQ! '7O Inspection Results /Comments: hl/V r %hue �'so cc/ 1;x7.77 en2- sc'a0,e Inspector Date e.FuX {.i"r IMAi:'i 4',VA1itG"s:1tU k; FWOAX Aa' nnn. tar ,..r,.x.MR.r%mvo,,,m.,.v...w,.. ., om ..».N..r..r..,v.Mw..4.4. -.,.,. o,.+,o.rwn.uw,.v.<r wnu+ use.. m v.a sti- .x;.2m rn:m rt4vUt uximrstIminvN 14/P.vn!s:.:14M/ /6 ,WT /17 !4_,Mrr ,."rfl,A4r;q... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # •Ci6 3 Date / – j 513 Type of Inspection Opintaid A4...,) /� ',3 ° e"` Date Wanted ,P-f-10 7h a.m. p.m. Site Address ‘. e33- 5 „U7,6, Project c5'/ 16- t.r•-J Requestor j O-t. Special Instructions )1/ g Cdr_/ . Phone # Inspection Results /Comments: . 1 i.a 44 .• ..u/ �� _/ • /.:4.. ' 4£ .4 r Inspector Date ifa#WI M 15frar tE t41I. Y7iY 7Umuli.am.:r,o,r»arm,i...: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address on • • xiY.i::'n:..N.i4.0.+wnN.vvxr.•w . wnrwawwwia no. a. win.. Nn nrrr.... POV +YK'+.or.W.nY�..rour+,ein.r,3N1 svn.. NAY^.• v x: »h:rot�ka�M��vn+.'Sr...x.rv.�n�.. S+ivnu.�NU.t�Y +Mnc4lYt iv.•ci'�.... INSPECTION RECORD PERMIT # &(.15 Date ktg.s- q o butt yfirt r BI Requestor Special Instructions K).: 5Q «iil Date Wanted 1 OQ(O"' go a.m. Project e" -€ arm Phone # "t3F5 ' 4E>a Inspection Results /Comments: /11' /l1S 5 c,`oev / C € -L" S-1/(36"-- y6` S 042 Inspector Date :A�'isuYYllVL"Ifz tmicr6^.ft*li':. v'lm' . /..4.w.,MWNal:k :rJ'.lrinaMlr CITY OF TUKW1LA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor ii ls. +.,t.�i'an tras�Cl ravurtria.. wrr: w' �Mfnwresaru J,vlY,'M:n'tat+efYrwYrw•6 vuanNTteR.W. !'v +.r e}u•xi u'R'vuHt xnwr lnl.lriw:: tr.�vt+.�M v..:.�.MC••HiFO. l.: ot•'xrrtNrtwi #u.'. u.::tY1' INSPECTION RECORD P: /5 PERMIT # Date 1/a3/q0 Date Wanted 1%2)4G0 6...„2 Project 6,k(). Felt I,/ Phone # Special Instructions a.m. p.m. Inspection Results /Comments: Inspector /0(14.4e Date 7)1'10 a ,41 }Yyk1Y A1hYr.'Y CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 • Type of Inspection Site Address Requestor l4!>•Rr 1;eW■ 1VY t."Ff^�t1MtV�.*. thin: ttAresfatCaY�tRAY4wM4M rSY.WCA/' ?HYRtM inb C�YtV^ qt@: Stl.' Ct�tlAN.. l' u' G' itYS.'.'+^' C. t4`.". "Ml:lKKikT:�lh.�Y.:MLTa1Y C'NJA ^::^'�:NEUJ�N,'1iiNRl�':4 INSPECTION RECORD PERMIT # 3 Date / z2.../q6 Date Wanted 03/Cie> a.m. p.m. Project �,��"Q tt R2i' rl Phone # L133 - SLl n y33 - 844 zz Dave. 451e)1 Special Instructions Inspection Results /Co ments: Oct') £4: C95 be vv< Inspector //nt-poi 445;:> Date 1 / 3/P4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ar.T+a.wytaa.x mrotxr[ ru mu�;.a �n�.ctrl �:!::an"4d'.r:� e!. wtrn.•,rrea.xar. xd rrn�x:v�rr,.lm <b: :va•M.ab1211Ys• INSPECTION RECORD PERMIT # e6 3 d-e, Date /..2/2-VO' Type of Inspection 07)6 Coy/ F Date Wanted //2/ J p•m Site Address ,% g36 Soo eCh -e..c. t /'c Project 5747!: )c-12,e07 te , Requestor Phone # Special Instructions 9•'44 ,1/,' /( cry'" 3ZL S0:? -ve InspectioLn Results /Comments: �,/J 4'zz- oLGe- C' .SG- u &e,-/6b iR /XO ,Qf-D Iv (e4, .S al- MI5 S G 6 x'14 c Inspector Date l 2 %,e, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORK Gary L. VanDusen, Mayor Control No. r< Permit No. ...t-A'63- Project Name /. .` r / N r 5. r r ( r r Address .r , „ Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice - �rApproved with correction notice issued Sprinklers: -57 Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM ��� T� "cT T. ' D. Form F.P. 85. MEMORANDUM FROM Duane Griffin, Building Official TO: Rick Beeler, Director DCD DATE: July 19, 1990 SUBJECT: Mr Glanz ltr, 7/18/90, Subj: South Seattle Service Center, State Farm Insurance The following is in answer to your request for input to brief the Mayor regarding Mr Glanz's above referenced letter. I believe the issues I have addressed are the only ones directly related to the Building Division. 1. Paragraph 6 of Mr Glanz's letter, her he talks about methane mitigation, is not factual. He states in the first sentence of this paragraph that "- - - we received notice that this was an issue sometime after we had received the permit". There is a letter in our permit file, signed by Mr Glanz, dated June 30, 1989, discussing the methane issue, where he says "We understand that the plan review process will be held in abeyance until this issue is resolved." Since the permit was not issued prior to the plan check being completed I don't understand how he can say they weren't aware of the issue until after they had received the permit. Regarding the rest of this same paragraph the following information applies: Requirement for methane mitigation is required by King Co. Board of Health Rules & Regulations No. 8, Part VI, Section 3A&B, dtd December 19, 1996, which became effective January 1, 1987. Tukwila was originally ,notified that the old Renton Junction Abandoned Landfill was within a 1000 feet of possible building sites on the Tukwila side of the river. This information was obtained at a meeting called by Greg Bishop and Wayne Turnberg of Seattle-King Co. Dept of 'Public Health on February 11, 1987. Both Ross Earnst (Public Work Director) and I attended this meeting where we were told the required methane mitigation measures would apply to the Fort Dent area which is located across the river from the abandoned landfill area. At that time I specifically asked if the river provided a barrier to methane migration and was told by one of the Health Dept representatives conducting the meeting that it didn't. The stated reason was that the depth of the old landfill was much deeper than the present river bottom and consequently the river did not create an effective barrier. Based on the above information it was pointed out, both verbally and in writing, at the pre-application meeting +or the project that methane mitigation should be addressed by the project 1 design team and included in the plan review package. As a result of the written and verbal conversation about methane mitigation, someone who represented himself as part of the design team for the projec :t came in twice and we discussed it at the counter. The last time he came in I gave him a copy of all the methane barrier information 1 had on hand, including the phone numbers of the contact people at. the Health Dept. Mr Glanz states in his letter that "After thinking the issue through for an additional few days, I called the E.P.A. and King County to confirm my suspicion--the gas would not seep dawn below the Green River and, therefore, we had no problem ". The date of his letter stating he understood the plan review process would be held in abeyance until the issue was resolved was June %Qth, and the date of the ].dotter- he submitted from the Health Dept, stating the river was an effective barrier, was August 14th. To me, 45 days seems to be more than "an additional few days". It should also be noted that the Health Department memo from Steve Curry, dt :d August 14, 1909, stating "The river is an effective barrier to gas migration. ", was a complete reversal of what they had previously told us. Sinc :e receipt of that memo we no longer make an issue of Methane Barrier Construction Standards an the Tukwila side of the river across from the abandoned Renton Junction Landfill. 2. Paragraphs 7 and 8 of Mr Gl an..• ' s letter appear general and fairly vague in nature, stating his personal opinion. I do not think it would be appropriate for me to comment in this memo an statements like "-- -- -Mahan is conservative at best and routinely creates code problems in design which do not exist" and "Final review of one month is ludicrous in light of your workload". 1 would, however, be more than willing to discuss with Mr Glanz or anyone else any factual specific_ issues regarding either Mahan's or the City Building Division's plan check: procedures or • work performance as related to this construction project. If I can't satisfactorily answer- any technical' engineering questions I feel confident that Bill Mahan would provide input at my request. If further information is needed regarding this memo or Mr Glan's allegations I would recommend a thorough page by, page review of all the correspondence'and office memo's in the project file. 1 remember that Becky Davis spent a lot of time on this project and tried to keep an accurate record of everything because of what I think were her awn concerns that the applicant was not always responding to known issues in a timely manner. +2064861309 MGA ARCH AND FLAMM'G 031 P02 :AUG 14 '89 12:47 0 owitleartyle move Tim Hlll, tsoouffvo 8eettde -King Couoly Dep.rhoend of Public la.alth Dud Nlcoia, M.D., M.EE.SA 1 Director MEMORANDUM. August 14, 1989 TO FROM; RE; Mike Olanz Steve Curry 60-0' State Farm Insurance Project. Tn regard to the State Farm Insurance building near the abandoned Tukwila land- fill, we were informed that the building is to be.built on the oppbaite side of the river from the landfill, This being the case, the Health Department has no obligation to less restrictive methane gas protection for the building. The river is an effective barrier to gas migration. If you have any questions, please contact Steve Curry at 296- 4830.' 'SC:vm Tukwila : But ldlnq Department TO: PROM: OATS: SUUJICT: CI of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 COW 433-1800 Gary L. vanOusen, Mayor • MEMORANDUM art-tc Foif/r1 60-14. gril-gq FouAidatiot tilAtto • ail 114,161CLHOG (A1?V-11J iMe 1L' 4i U sifu..2.1h Al 41 -IA. 114 di. .4 1 .401 14( _d ti 4L 41. i ILtiat.A.4 S) 41 1 #i 44) (1,* (10/T2.MEMO) June 30, 1989 Duane Griffin Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Re: State Farm Insurance South Seattle Service Center Dear Mr. Griffin: We have just been made aware while submitting plans for plan check, that mitigation for methane intrusion may be required for this project. Should it be discovered, after a study submitted by the applicant identifying the actual distance from the old landfill that the building lies within the 1000 foot mark, methane mitigation measures will be designed and submitted to be reviewed along with the plan check process as required by the City of Tukwila. We understand that the information was presented at the pre - application meeting, during the Board of Architectural. Review and SEPA process and at . other times, but we did not recieve the information until today. We understand that the plan review process will be held in abeyance until this issue is resolved. Sincerely, Michael Glanz Architect MGA Architecture' an lanning cc: Paul Marsh Jerry Herman. RECEIVED ellY OP IUMcwu JUN 3 u 1989 gocC:hitecture and planning June 18, 1=)90 Gary L. VanDusen, Mayor City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 93183 Re: South Seattle Service Center State Farm Insurance Dear Gary, Thank you for your May 28, 1990, response to our letter. I too an totally swamped, working 16 to 20 hour days and unable to find suitable assistance. The City staff has made_ some erroneous s1- atements regarding the review of this project, and some misunderstandin:; of the intent of my letter has been made. Please allow ms to try correcting these with a little baclegro'ird inforniatien Regarding Architect of Record: The Castillo Cornna.n y was and is an agent for the Owner who performs a property acquisition function. They normally do not enter into :tialocue with building of ficials. However, in this project the owner hae to have the B.A.R. work performer irm•:'di?te v, .lne: of cour` e, erior to selecting the Architect for the project. This then, maniiated. e consultant, an en'iitteerine firm, take the desi' n to the D.A.R. The change from Castillo to ?V A cam rieht at the 1;. :,.9.. decision, which cannot he construs'1 as ';r_eatir a ':claw in Project review since the permit 'lrawings were not even conceived at that time. MG? did not reject the ;euildirig or landscape eesign approved by the D.A.R. In fact, the design :.a were Given f',r 1ar _tr cape was very s:'arse in relation to what was finally designed by o'er landscape architect. We wore pressured by your staff to c• ianye the taus i''; n and peel tc.l y expose rnatari.z1e meant: for private enjoyment. This is tantamount to recni?.rin , a homeowner to expose his ^ac:; yard to the view of a 1)9:1 is street. hence thy? rejection of c ree nested revision ny your staff. street. This design was not on trl'- B.A.Y. -esign .,rewinys, it was an amenity our Consultant added for the Owner's i.ienefit. In addition, we were requires: to provi'19 an a iditional $36,n00 worth of screenin:, landscaping for the river trail and the Uorewood Suites project which was not codified, nor was it part of the B.A.R. decision. Your landscape review also changes. material (purportedly to make our design better, but which in fact required a change from full, screening evergreen trees to sparse, nonscreening pine trees.) In addition, this same reviewer wanted boulevard trees. to continue un a private access road, which effectively would continue Southcenter Boulevard onto three separate private properties. 16212 Bothell Way S.E. Suite F146 Mill Creek, WA 98012 (206) 486 -6134 Gary L. VanDusen, Mayor City of Tukwila Page 2 June 10, 1990 Our building design is exactly the same as the B.A.R. review set. After plan checks the Owner asked your planning department if he could use the standard brick they have used for all of their brick buildings throughout the nation. Ite submitted samples and they were rejected. We subsequently were granted an expedited review of the only grey brick we could reasonably obtain. This color was required by a planner who "can't design our building for us." Castillo was not in line in agreeing to the grey brick without conferring with the Owner. This, by the way, was a change after bids, and has created a potential 543,000 change order, or arbitration, or court action. We have not rejected the authority of the B.A.R. What we object to is the City Officials designing our project--as we have pointed out, the landscape and building were highly modified by the B.A.R. decisions. Particularly so in light of the repeated comments by the planner that he "...can't design our project for us." •Regar:]i.ng the methane gas issue, we received notice that this was an issue sometime after we had received the permit. It took us a week to find a suitable Consultant to design around the issue. After thin :in3 the issue through for an additional few days, I called the S.P.A. and King County to confirm my suspicion- -the gas would not seen down below the Green River and, therefore, we had no problem. Your staff had not even thought through what they were tailing us. In addition, the Consultant wanted ^30,000 for his design and initial monitoring. His long -term monitoring was estimated at another 525,000. Are you beginning to see why we have been more than skitish when we talk with You.rr staff? In dealin'swith the Mahan and DeSalvo issue, we do have to have time to mace corrections. However, in our opinion and from talking to other consultants, Mahan is conservative at best and routinely creates code problems in design which do not exist. In addition, we found after. 4-1/2 weeks that our glans had not been routed to them, that we were ex'aected to do the routing. We were not told this when we submitted drawinr s. Final review of one month is ludicrous in light of your workload. It •soul:'. seem that the only review necessary would be to verify change in the items that were soecifically called in the plan check letter. However, we received additional comment, after that time which we had to address in yet another drawing revision. Your statement that we disagree with the qualifications of your staff to review design issues is partly erroneous. What we strongly object to is having a landscape designer critique building design, which is the procedure you currently follow. In addition, this planner made three reviews of the landscape, increasing requirements each time which increased Contract price, since the Owner bid the project while it was under review. Gary L. VanDusen, Mayor City of Tukwila Page 3 June 18, 1990 • This midwest Owner is accustomed to designing to a codified set of rules with no extras tacked on after plan review. In Washington, •:;particularly Tukwila, major revisions are mace in the plan check process and afterward by local building authorities. These major revisions cost valuable time in performing the consultant's changes above Contract requirements. There were major costs in changes made at a planner's whim. These were major costs associated with changes where no code supports the requirements imposed. Now, we have been hit with an additional problem. The engineering department has required a bench cut along the Green River. This was mandated to us (we can produce this letter) by the engineering department we were given no alternatives. This bench cut was on property not owned by the City, the State of Washington nor State Farm Insurance. It is our opinion that the City should have known whether they owned the river property or not prior to issuing that requirement. Our design concerns were for the property that State Farm Insurance controlled, and assumed the City owned the river. Now comes a property owner who claims this is his property, leaving State Farm Insurance with yet another bawl to hold. We have proposed an alternate method which could have the least additional impact on this project. A rapid review and comment on our proposal is in order so that we may now which direction we will be required to go. Please be assured we did not request the. Foregoing experience. It . has been the least pleasant of all our existence. Yes, :1r. Mayor, we wou1<; like to ,beet with you. Letters do not make the best impression, nor do they convey the complete story. It is our hope that you will see that the roadblocks in this project have been .massive, cumulative, an'l, for the most part, unnecessary. We feel that your proce:.:ural methods are basically sound with only a few resolvable technical problems. Proceed on a track to work with Owners and the design professional and it will make it easier for your departments to function-- givinq them additional time to act on all projects -- while allowing a less hostile atmosphere in which Owners and design professionals may operate harmoniously with your staff. Please bear in mind, this is not the first project we have performed on in Tukwila. All of them, with only two exceptions Gary L. VanDusen, Mayor City of Tukwila Page 4 June 18, 1990 (remodels), have had "major design problems" to work out due to the procedures your planning department employs. We have seen this happen to other developers in the B.A.R. process, as well. We will arrange a time with your secretary in which we may meet. Sincerely, mga architecture & planning Michael Glanz, Archite CITY OF T I.: KWIL A 6200NO T11CXNTE 'U)I (.E1',U'1'. TI'hU' U..1. W.ls nix( rro` 9st;:.r May 28, 1990 Mr. Michael Glanz MGA /Architects 16212 Bothell Way SE Suite F146 Mill Creek, Washington 98012 Dear Mr. Glanz: PHONE = 01fi Thank you for your letter of April 24 concerning the State Farm Insurance project. Please excuse the delay in responding. This Spring has proven to be an incredibly busy time for the City and for me personally. In your letter you indicate significant frustration with respect to development of the State Farm South Service Center project. I requested that both the Planning and Public Works Departments review your contentions and provide a response. Their comments are summarized below: With respect to the project in general. Any time develop- ment is proposed adjacent to a shoreline such as the Green River, delays and complications are expected. The addition of the Department of Fisheries and Corps of Engineers, jurisdictions external to the City of Tukwila, can elongate the plans review and permit issuance process. Another complication associated with this particular project appears to be the involvment of two separate architectural firms. I understand that MGA was not the original architect of record for the project. I am advised by the Planning Department that MGA rejected the approved BAR conditions and proposed revisions to both building and landscape plan. This was followed by a rejection by MGA of the authority of the BAR to review colors and materials for the project as well as the land- scape plan. Once this issue was resolved, the staff arranged for an expedited hearing before the Planning Commission. Mr. Michael Glanz May 28, 1990 Page Two According to the Planning Department, some 4 -1/2 months were lost in resolving issues related to treatment of methane gas on the site, and in the correction of building plans by the City's structural plan checking consultants, Mahan and DeSalvo. Indications are that some delay was experienced in MGA providing corrections when requested. The Planning staff took approximately one month to effect final review of the project and issue the permit. This is outside of the review standards I have set for the depart- ment. The additional time is likely attributable to difficulties with the project and a heavy workload impacting our existing staffing levels. For that I apologize. All of this had the effect of subjecting the site to the devastating effects of the January 9 storm. No one could have predicted such an event. Damage was wide - spread throughout the City. I realize this is little consolation to your clients, however, there appears to be a number of contributory causes that resulted in the project being vulnerable to the storm. In your letter you express your disagreement with the qualifica- tions of staff to review design issues. This is a dilemma. As guardians of the public trust, we are expected to exercise oversight on matters such as this. While members of our planning staff are not architects, they are experienced in design review. Additionally, the person responsible for the review of the project's landscape plan is a graduate land::cape planner. We could have contracted for project review with a professional firm. They would, however, rely heavily on the participation and input of staff for standards upon which to base any review. I am not convinced that this would have expedited the project. This particular project is sited at the entrance of the largest, most heavily used park in the City of Tukwila. It borders the Green River, which is a specially managed zone in terms of environmental assessment and mitigation. The project will be bounded along the river with a public trail. The public both expects and demands careful and complete review of projects of this nature. As an architect, I am sure that you can appreciate these conditions. As the Mayor, I can appeciate your concerns with time delays and cost control. Mr. Michael Glanz May 28, 1990 Page Three I would be most willing to meet with you and discuss your concerns further. I am open to any suggestions that will improve the development review, permit issuance and inspections processes within. the City. I am sorry to hear that your experience with the City was frustrating. One of my primary objects as Mayor has been to make continued improvements in the development process. In most instances we are successful. For a variety of reasons we were not as successful with the State Farm South Service Center project. Please let my office know if you would like to meet. Sinserply, chitecture 11190 c and lannin � 9 April 24, 1990 Mayor Gary VanDusen City of Tukwila 6200 South Center Blvd. Tukwila, WA 98188 re: State Farm Insurance, South Seattle Service Center Dear Gary, We have just been given notice by the General Contractor of costs associated with changes required by your City Building Department, more specifically your Public Works and Planning Departments, to affect changes in the Green River bank profile and on site landscaping. We originally designed the river bank under parameters given by Public Works, who decided our design was not correct, or adequate. We re- designed two more times, both of which where rejected prior to issuing the Building Permit. A fourth design was accepted about two months after the Building Permit had been issued, and after Public Works and the State Fisheries argued over what was to be done, exactly. While this was not the only delay in issuing the permit, it was one of the most costly. Previous Building Department plan check delays cost almost two months in start of Construction time. Those two lost months translated into a $240,000.00 change order to my client to replace the sub -base washed away after January's torrential rains. Had the permit been issued when it should have been (within 90 days) the asphaltic treated base would have been down, and we would have avoided that expensive loss. The cost for riverbank trail revisions ended up at $84,500.00 plus tax and markups, or about $110,000.00. Together, the burden for the delays, to our client means $350,000.00. On a $2.2 million building, this equals 16 %, hardly a small sum. As design professionals, we recognize the need for cities to correct minor flaws in our work, or to request changes where we are unaware of code provisions. But, where a city changes directions not based on code or after giving our Consultants erroneous design parameters, as was the case here, it borders on incompetence and should not be borne by a property owner. We experienced a plethora of miscommunications, delays, lack of care in plans handling and simple lack of plans routing. We have never experienced the conditions where we physically had to deliver plans to plan checkers ourselves, nor where plans were not routed from the front desk as was the case here, twice, in any other jurisdiction. You can agree that these two items alone would, and did, create the delay (8 weeks worth). Unless we had called to find out what the delay was, we would be still waiting for permits. Mayor Gary VanDusen April 19, 1990 Page Two In planning, we experienced people not qualified in design, dictating to us what our buildin• and site should 1 o 1ke ve emently deny they do so, this is exactly what happens. We also were required to modify our landscaping at a planner's whim, creating a less desirable design through his substitutions. We were also required to tightly screen property line plantings when your code does not require the intensity that the planner dictated. These chan•es cost our client 10 000.00 •lus tax and ove :- • a total 'of $12,800.00 above the original bid. We are not denying that the City has the right to determine it's makeup. It simply has no right to dictate to Design Professionals the design of buildings or site as long as codes are met. Just two and a half weeks ago, we started contacting Public Works for answers to a grade change request in order to save $40,000.00 by leaving some of the unsuitable materials on site. We gave a deadline of last Friday for a response. It has now become critical and we have yet to hear from Phil Fraser. We hope you can get an idea of the frustration caused when the city does not fulfil its role in facilitating development, a prime function of the building official and associated departments. We would like to see some changes made in the City of Tukwila. Our next project there may be less pleasant, but we will stand up to any unreasonable imposition by the Building or Public Works officials since experiencing the disaster on State Farm Insurance that we have. Should you wish to discuss this further, we will be happy to take our personal time to do sot we feel so strongly about these issues. Please feel free tb contact us at (206) 486 -6134. Sincerely, mga architecture & planning Michael Glanz /Arch MG /sp cc: Chuck Bessler • , Pelt mi-r 5cq3 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE # (206) 433.1800 M E M O R A N D U M TO: Ross Earnst /Ron Cameron FROM: Phil Fraser DATE: November 1, 1990 Gary L. VanDnscn, Mayor SUBJECT: State Farm - Hydraulic Permit Approval and Requirements from the Department of Fisheries Per the review of the Developer of his hydraulic permit with the Department of Fisheries, State Farm discovered that the Developer's original Hydraulic Permit plan submittal was incomplete and the Department of Fisheries have not reviewed the "river bench" under the original hydraulic permit approval. Also the original hydraulic permit has expired. In order to expedite the finaling out of this project I suggested to State Farm a meeting be held with a King County Surface Water Representative, the Department of Fisheries, the contractor and the Developer and his designers to have this matter expedited. The Developer called for a meeting at 1:00 P.M. on 10/23/90 at which the following were in attendance: Joe Robel, Andy Leveque, Paul Marsh from State Farm, Michael Glanz, Architect, a representative from Bush, Roed & Hitchings and contractor's representative. To the existing bench design to meet the Department of Fisheries /King County Surface Water approvals for construction and maintenance, the following criteria /consensus was reached at this meeting: 1. Preserve large existing cottonwoods as much as possible. 2. Stage /stagger bench to avoid taking down existing major cottonwoods. 3. Preserve overall capacity per 100 year /7 day storm event. 4. Provide bank stabilization /armoring (King County suggested COIR fabric placement on bench); at outfall and transitions to narrower stream configuration. Provide riprap and /or inter- locking materials i.e. "Class B" bedding and /or 2 -4 inch quarry spalls with acceptable binder material. 5. Side Slopes: Maximum 2 to 1 from path on bank side. For transitions areas from no bank to full bench: 4 to 1 slopes and 6 to 1 slopes for minimal scouring stream flows and to allow vehicle access for transitions to and from bench to top of bank. 6. Provide bench at or above the high water mark (beginning of vegetation). 7. Provide 30 - 45 degree angle in dike wall at transition plane of river contractions. 8. Schedule: Fisheries prefers to begin construction of dike contouring now as well as hydro- seeding with planting schedules no later than December of 1990. Alternate schedule okay with Fisheries: Put off all construction until August /September of 1991, if delay is required. 10. Erosion Control: Provide filter fabric fence separating lower stream bank from excavation work and bench construction. Requirement: No debris or silt shall enter the stream AT ANY TIME. All work to be above water level AT ALL TIMES. State Farm representative Paul Marsh, stated his engineer from Bush, Roed and Hitchings will provide a revised plan in the near future. Joe Roble of the Department of Fisheries, stated Fisheries will take 2 days to review to get a revised hydraulic permit issued. Phil Fraser of Public Works said upon receipt of revised plans, Public Works will review and approve as soon as the Department of Fisheries approves plan so the contractor can begin work immediately thereafter. Bush, Roed and Hitchings will provide the revised drawing per the above comments for Public Work review and Fisheries Department review. xc: Rick Beeler Building Official Read File Development File: State Farm PF /amc :7:fish ?•206- 496 -1309 MGA ARCH a PLANNING r rig" architecture via and planning. 43? P01 SEP 0? '90 16:01 kat MGA PROJECT if : _b$g r$ TAL NUMBER OF PAGES INCLUDING COVER SHEET FACSIMILE COVER SHEET DATE• ' 1.10 TIME: TO: ' go bE'ce. ! O FROM. FIRM: er 't 441 0 Ilk KW ILA FAXII: 43) FAX ft (206) 486 -1309 TELEPHONE!! TELEPHO E # (20G) 486 --6134 SMTE DESCRIPTION: � � .se') OTL : ts)SuithNte 'MESSAGE AREA Td LJ IF THIS BOX 1S CHECKED, PLEASE FAX BACIC TO CONFIRM RECEIPT OF THIS FAX. IF YOU WISH A HARD COPY MAILED, PLEASE CALL OUR OFFICE IF YOU WISH ADDITIONAL INFORMATION PLEASE CONTACT SENDER RESPONSE AREA DID YOU RECEIVE THIS MESSAGE GARI3LED7 IF SO, CHECK THE I30X BELOW AND FAX BACK. WE WILL RESENb. t,_ 1 THE ABOVE FAX WAS RECEIVED GARBLED. PLEASE RLr EA I__ MM Ulf 7i U 14212. bothet . wcw t.c:, 't. H46' mill creek. wo .98012 SEP 101990 CITY OF TUKWILA PLANNING DEPT. !2r 61486 -6134 fox 486-1309 20g-486-1•09 MGA ARCH 8, PLANNING *0.■••■••• 43? P02 SEP 07 '90 16:01 1.4N67 • ..0/6;w9. lyre cwr 0 mit *No 4,11 woo ‚ 'Hj 1L4-7 -rro-N61, 2 ler64e:Ere,-. (/4U kil‘.)( LA44-T 7#1.17.4\iOCID. 1-1Qs%0 .Sk IM fer4.181- ci&Koikie-r Not -roaxdibtist___ _-14crores ,xitzNee. the- ePJan Check s and omissions and Wki !DUI 1 adopted c copy of apProv Lk. CITY OF TunILA APPROVED sEP 0 1990 By 1 L[4.. ..s.2 o.t..„• PoOmit No aBCP.3 ---11---0-1L0 Dote 6 BUIL ING DIVISION ra-,41..dr-42.) • ... ItNi-le.l. • 1:7141444Sta-• _A • 14E01421 ,..1,t4.0ib i e.-IL,..L.. -4 1.ocri-rlai.ep 3224 — ,MICHAEL . NZ MATE OF Wfohttiiir -,."' c-,01..111-4 ‘'e,ibs111..g es/Ce. CSI-VrESK. 0 ll s i.06,,Ia m 1 kicv u v.. 1.4%4 c. vp,•• 1.4.1c4)11.0P• a *41frite-,P11-1 sile311"4 iii , ....... _.._.la. 6�w L..�13 Lc,q MGA ARCH & PLANNING C . r OF TUKWILA. DEPAR FAX T 43? P03 SEP 07 '90 16 :02 iwi.:u • tr.. Lai '.V:NT OF COMM/1+117Y DEVELOPMEN FAX NUMBER! <A 0 C) . - S z M TO: L.S ► bar DATE: s 40 9 0 .. ......_a_.-............ TITL : FROM -4460/14 eKettc -410 COMPANY: /1.44S ; �Yl S7 c_?C.'1 «� ed. TITLE: 'r. l'Xa Pit ' it twu ivier DEPARTMENT: DEPARTMENT: 'U //41/ FAX NO 8l gO& 424a24401 TOTAL NO. OF PAGES TRANSM1TT'ED, INCLUDING THIS COVER SHEET; SENT $Y (INITIALS): . f. t 4.v6117..w.......rwyM1 1r4.- •...v.[ iw•.■••ww.wti.M0wv.«•••4 MIMYt.y.•..Y SUBJECT: ` . , / 1.14.111-osuvaoce 7e-R601,5160 •I:glessil 580 N'15 MESSAGE: '4a56 44,4s 4 •l© /ed Qcrclr i o is Made -v ,mac. cl e d I aid r'' id-L c cep i ) . be. 5-42.$14 pct cf bei W.l...rwMW- .�•.- ...n....ma.•i..w... • 'IF THIS COMMUNICATION Is NOT CLEARLY DECEIVED. PLEASE CALL: ..• 7TJKWILA CITY HALT. - 6200 Sout s enter Boulevard.. hkwiia WA 98188 • (206) •• 00 .......................... -.•- UZ_\t,3____GS_:U_._olirrz /fi... .......... . . . . .. . . . . . .. .. ............. 921 flk T8�8 6fi$ 0 p 206- 486 -1389 TO: FROM: DATE: SUBJECT: MGA ARCH a PLANNING t M -4V0 zuua run ruZ ►iur City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20(1) 433.1800 Gary L. vanDusen. Mayor 43? PO4 SEP 0? '90 16:03 hi) s :us L V 14. I rt. *61 to://. FiuCL1'.+.p v1n FAX ku i 2 3199Q MEMORANDUM TWO Laat{sithvi( _gin___Lia_c_.±,ec,. . 206- 486 -1309 116A .ARCH 2 PLANNING 43? P05 SEP.07 '90 16:04, fT. 1-141)..5 cpriALK -54,(114.4.-A r re(X) NJ ti ) •(v v 1& �y -- -. P. '(E9& 1. \\.\\,, t.,)-1-5. k ei44 fe ItiEr-4.0SAll � A%U. �C'tk 05, P1.n :5 -t45, F 1/2- r"") 1 .LS ZG= air aw. . tOTO AQG nn, rvi. fll.4 J 9 T • TO: CASCADE TEST -.,S LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12019 N E. 126,.. PLACE 1(IRKL AND, WASHINGTON EVERETT 7119 Nen AU G 8 1990 P 6 °)C_ 53.(4 Q PLANNING DEPT. SEE FIELD �.. REPORT No N_ 60501 DATE TU. IY PROJECT CERT. NO. �4Ark -?AI C LOCATION (.0 V) - S, C, n4- -c ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SLOG. PERMIT NO. OWNER SQ CJL3 WEATHER CS vnn\l E NGINEER TEMP. AT AM AT PM /��LISON /FG ARCHITECT )ur-rA gRS V►'� G- A ,CONTRACTOR I ► ` . r5, TRUCK SAMPLED 16/0 TRUCK TICKET No. W 3 ir'.)1 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 9:00 C4 I (0_ 7 C.A. ) l2 CD Po G(n o (ep` WATER i 33 33 (.-Ng ( TOTAL 9.'5 loo cs0 39tD eif• ( fr- �-- (I L4 y, 0"d 40 Cz COMPRESSIVE STRENGTH CP S T. BATCH DATA FOR 1 CU. YARD - DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENTS ( , STRENGTH P51 BET NO. FA. 1 /2 U 7- r 2, 7 C.A. ) l2 CD Po G(n o Zc5. t4 d WATER i 33 33 (.-Ng ( TOTAL 9.'5 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS S12E WEIGHT TOTAL LOAD STRENGTH P51 BET NO. ° 71 1- S1 7- r 2, 7 6 YQ Po G(n o Zc5. t4 d lir5'0 fr' 9.'5 loo cs0 39tD eif• ( fr- �-- (I L4 y, 0"d 40 Cz PRODUCERS: CONCRETE .• s CEMENT 17— CU. YARDS PLA AEA /I m . Cit.) A'1 r ADMIX. CAC12 % / DESIGN STRENG PLACEMENT AREA & NOTES � ' \ C-11\ 44 p (� LtiG�I 1))/ (' ._4J` . /mac �% Si, 1 („. •. �'r-c w\ � ; D L v 14O. tiU 65-1Sa I :nom COPIES TO INSPECTOR: T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 121514 PLACE KIRKLAND, WASHINGTON 9903• EVERETT TO: o// '-Z • C 77t)S P fox 8y� 12061923.9600 _12081259.0817 L. 3 0 1990 r■r; a >g70.T., ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 7 REPORT No lS �!%� N9 59890 DATE c-- 130 -Sv CERT. NO. SOf -.s> SLUMP PROJECT ■S 774 FA702441 C4 A-1.14/1 e 3`-' • UNIT WEIGHT LOCATION 6, 6 L vT7/ev,47()) L.`72 2 i.-L/D CEMENT FACTOR BLDG. PERMIT NO, L5 863 OWNER AIR WEATHER I'/27 e_i..o-e.22 7 TEMP. AT g..6-10 010° AT AM PM - ENGINEER / /� • 3• ARCHITECT �8o CONTRACTOR In 17 C'i _,.vST' • • /.acv TRUCK SAMPLED t�a M_ )K TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 7% 6719 o wo,FX4.6.a: 7 4/ ✓I7e C.A. / /� • 3• 4 (4400 �8o S— o /.acv w•ocleAgrfistr i'. GAa? TOTAL 4),..o 66 0 i o a 7 -25 q00 3i2O ` ?o 3a 5•3c., (/(2 7 _ _ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 S/•< STRENGTH PSI SET NO. FA. Z.. •fl•• 6/6 7 4/ ✓I7e C.A. / /� • 3• 4 (4400 0400 00 WATER 309, � / GAa? TOTAL _5-6,6,O CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. d A? J -3 o 6/6 7 2 A 9 4 (4400 0400 00 Is a-7- 309, � / GAa? _ 2.E1 _5-6,6,O 17 pc) i o a 7 -25 q00 3i2O ` ?o 3a 5•3c., (/(2 7 _ _ 4so0 1liso her 30 3( 6 /u1 ze 70040 Z z _id ) '303. b /)-? 28 • Cam` 640) 2.. 2d'G PRODUCERS: CONCRETE 3/9 i3'• A./4-P7),° /3A4Pel< AEA ADMIX. CAC12 PLACEMENT AREA & NOTES CEMENT CU. YARDS PLACED DESIGN STRENGTH 1804 / e7 4' L PA-Vi' fl T C P27 C.L. �scT owL- s L�rn P � • /AD /r • INSPECTOR: COPIES TO: (7 l__-�Y1P� l 'mks -I J A - TIC k.►$p (.,7 •/ / �scN�o: TO. y CASCADE TEST: • LABORATORY. INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 N.E. 126x» PLACE KIRKLAND, WASHINGTON 90034 12061823.9800 E V ERETT - �I$O61 259.09 17^ eavn 1^ c 5cX IL(�i JOD ATTN• THE FOLLOWING WAS NOTED: rIELD TEST DATA SEE FIELD REPORT No. N_ 60499 DCO —A(s � � CE�v�I -r(- SLUMP .RROJEDT . 7T -� e + ;14, r ---\ CIA' L b/d UNIT WEIGHT i CEMENT FACTOR �OriCATION 131cp . PERMIT NO. i • OWNER AIR TOO WEATHER I '1`j.v,n �y TEMP. AT AT AM PM INGINEER IT S k WATER ARCHITECT M G P, 1 7-29 CONTRACTOR Inn .5. .r1),-,-.S7'. TRUCK SAMPLED TRUCK TICKET No, TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR TOO ?(^,�'�1 / 0 5 h C.A. 5hA1 01 IT S k WATER 1.)d 1 7-29 TOTAL goof) 2.s'70 Lryc. 7-29 2-6r tq(o 2-`630 q- !`17c, 7 -3 y y, 15.5° COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD ' DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS M orirtr CEMENT TOTAL. LOAD Cr ^Yat'4 SET No. FA. // l0`).(e PA,1 "3 / 0 5 h C.A. 5hA1 01 IT S k WATER 4-19 Coe 7-29 TOTAL goof) CYLINDER NUMBER ' DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH PSI SET No. `H(D7 // l0`).(e 7 -3 -7 )(`1 (QPOn 2∎-1.) . 4-19 Coe 7-29 ./.i goof) 2.s'70 Lryc. 7-29 2-6r tq(o 2-`630 q- !`17c, 7 -3 y y, 15.5° 36100 2510 y y77 7-2-9 15.50 (t) G2.00 q770 H(-17P _ 7 -Z 1 J' 1 16,n _ -73IOO L/S ?o PRODUCERS: AEA ADMIX D , , PLACEMENT AREA Al NOTES ( _O� ( T �a �!` CONCRETE b CEMENT CAC12 CU. YARDS PLACED DESIGN STRENGTH 1 "'0'0�2ocd • CASCADE TESTINQ- "L"t8ORATOR.V,..4Nc,. - - -.- -.SEE FIELD TESTING & INSPECTION' ENG ER9.ill. C;C g REPORT No , 'IiI� 12919 N.E. 126 *,. PLACE ��:. IL KIRKLAN D, WASHNVGTON 30 - . 12061923.9901 EVERETT TO • P'-' 11 , . 7,C 0\4 1 <;rKI ,L-. 1.,A 12061 299.0617 AUG 3 1990 L(� ?gad ) ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA N° 60500 DATE C-9- `a9 -�0 CERT, NO. ,0 ( -S'1 PROJECT %AIR LOCATION Ce g3 7 34c --% ( -I w btu -G( , BLDG. PERMIT NO. 3 8 Co 3 OWNER WEATHER 5 (J .-' P.. Y TEMP. AT AM AT PM ENGINEER 111 ARCHITECT CONTRACTOR ,' NT `.n. .s-7. TRUCK SAMPLED TRUCK TICKET No, TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR I)-: oo T) (aps7: (-- 0 C.A. I 11? 0 WATER 97/ 0 7- i7 TOTAL el ipo 2.2(� 7l S' � ✓ 9- 3' / 6 9pD 2roLla i_ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD STRENGTH PSI SET NO. FA. G -L 7 -42 0 C.A. 6400 11? 0 WATER 97/ 0 7- i7 TOTAL el ipo CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 709 G -L 7 -42 0 i.011 6400 11? 0 97/ 0 7- i7 el ipo 2.2(� 7l S' � ✓ 9- 3' / 6 9pD 2roLla i_ PRODUCERS: CONCRETE 3o b CEMENT T f b v / `! r-� CU. YARDS PLACED AEA ADMIX CAC12 % / DESIGN STRENGTH / 'DC.-) PLACEMENT AREA & NOTES Y 0 414\ rte%% C—. -}-" 1C.k./t :A/ ,`-"` c r k - \ � � � V�.�e� LJ k //S . b Color COPIES TO: F "tt.k c 1-1 INSPECTOR: SIGNE CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E., 128TH PLACE KIRKLAND: (2081923 -9800 KIRKLAND, WASHINGTON 98034 FAX: (20E1823-2203 July 30, 1990 Cert No. 8910 -65 Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: North Hills Reservoir 57th Avenue South @ 152nd Permit No. 5735 Dear Mr. Larson: SEATTLE: (2081525-8700 EVERETT: (208) 259-0817 This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Reinforced concrete for footings and walls All work inspected conformed to Tukwila Building codes and approved plans, specifications Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 7 -18 -90 and is number 59386. Respectfully, CASCADE TESTING LABORATORY, INC. Dennis H. Stack President DHS:lal CASCADE TEST TESTING & INSPECTION / 12919 NE. 129,.. PLACE KIRKLAND. WASHINGTON 9603 EVERETT TO: Y 5T -Y\ 12.o. Cy>( 141 !CO 12061 623-91300 AU16)6128° 990 CITY OF-TWO/VILA ..Cn,,k.A.NNING DEPT. ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA FIELD No N 60502 DA � 0 e ' CERT. --S-1 %AIR UNIT WEIGHT PR JECT S A- 4-- CA f M /A 7r 1 &� LO ATION 3s sc)L4 C - 4, - ifJet, SLUMP P6115 'i: c_ BLDG. PERMIT NO. OWNER 1 .(1 /° WEATHER TEMP. AT AT 8 -4 AM PM ,SUD1.nY ENGINEER T Alt-(Scr"-/ 6aucole=.s 3 g7oc' 3090 ARCHITECT G- A .L.1°04-2„. 1 51 r I° CONTRACTOR /y lo 2-00 3 2,5 Q_____ • TRUCK SAMPLED TRUCK TICKET No. TIME DESIGN WEIGHTS %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR P2.CX, SLUMP P6115 'i: c_ 1 C.A. 1 .(1 /° WATER ((`i11 I 8 -4 TOTAL g7oc' 3090 .L.1°04-2„. 1 51 r I° 9'• lo 2-00 3 2,5 Q_____ _ – COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 t 2. G I r'%*%--- FA. 7 ` Z -1 cp 1 C.A. 41 boo '2..4 SO WATER ((`i11 I 8 -4 TOTAL g7oc' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. L(`t 6{ 0 7 ` Z -1 cp 1 9•X`.1 41 boo '2..4 SO ((`i11 I 8 -4 2 ' g7oc' 3090 .L.1°04-2„. 1 51 r I° 9'• lo 2-00 3 2,5 Q_____ _ – — PRODUCERS; CONCRETE CEMENT T �^ CU. YARDS PLACED AEA ADMIX / CACl2 %� % % (, DESIGN STRENGTH / 7o G PLACEMENT AREA & NOTES 1/ 1 (s4 AY" Q(Ln' C.i.� 1 /�T'�`��n y ft (J�C1�'� . 5/OCIC� COPIES TO: YY1�• INSPECTOR: ` ' . o A t i B, Tito 4--1?) '3 1IGNEDt CASCADE TESTII.. . LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12915 NE. 126x.+ PLACE KIRKLAND, WASHINGTON 96034 12061623.56100 E V ERET T 12061 289.0017 2 �- 1 TO. . -IS . r u Sad' A -U -G- 1 3 1990 (J c: i Y Ur 7UK11' ATTN • Pi ALUrt1te THE FOLLOWING WAS NOTED: FIELD TEST OATA SEE FIELD REPORT No. N_ 60503 DATE CE T. NO. SLUMP PROJECT S 1 A'7 1 p C I : ,-,--% 6 /«...., YIELD LOCATION J ./9 $3 S 5o v4 �- (L4p r- TEMP. BLDG. PERMIT NO. CA-3 OWNER 10 ;) WE THER CM ^ � TEMP. AT C) 4 AT AM PM EN INEER 55 zoo 730� A CHITE CT / WATER CdNTRAC;ZOR ((� . LS. C Gv1,5 r -- TRUCK SAMPLED 3 —` 2 TRUCK TICKET No. 2:-/ 3? J� ' i TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 10 ;) C-1 ✓ / a - C.A. ` �l v 55 zoo 730� C(1. WATER 50oo 51-- TOTAL Soot �' 1 141.So e., SZgc, ._ _ _, , _ _` COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT -7 S/t STRENGTH P51 SET No. FA. -1- (o 1- 11 - C.A. ` �l v 55 zoo 730� 35(,0 WATER 50oo 51-- TOTAL Soot CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. 4999 -1- (o 1- 11 - Lis(y 15.50 ? ; 44 55 zoo 730� 35(,0 50oo 51-- 2 V Soot �' 1 141.So e., SZgc, ._ _ _, , _ _` PRODUCERS: CONCRETE AEA PLACEMENT AREA & NOTES 5Th ht-1.- ADMIX. CAC12 % DESIGN STRENGTH ic::5c_.) CEMENT T -� CU. YARDS PLACED 1 y COPIES r TO: �. AA 1\q2 S';77 MAVa5 O 1"■ SIGNED1 INSPECTOR: - ■ Cj(-tet/k- T TO: CASCgbE TESTING, LA9ORATO Y. INC. TESTING IBI INSPECTION/ ENGINEERS / GE OGISTS 1 121110 N.E. 1 6r,. ACE KIRKLAND, WAS TON 96034 1206) 23.9900 EVERETT S EP 10 1990 1206) 50.0917 C TY (j: 1 M S. Cd ,a ,'2 fox N7.1 • eig •ATTN: THE FOLLOWING WAS NO /;r' q S( FIELD TEST 3-ATA SEE OIR No +.1 _7 Sj 6 2, N2 60400 DATE 171 — 8V9/90 CERT. NO. 4'o1-57 PROJECT .57-47"c FA27i49 CLAJfl / C AJTr r LOCATION 6 fl3S , r ,7 co'/v7,fW i'L u� BLDG. PERMIT NO. 58'6 3 OWNER si,N?-- , WEATHER l�L E,4/� TEMP. r� AT AM 720 AT S.COPM ENGINEER AJEI. 7/V G'D/>AG C j/UR ARCHITECT /76 CONTRACTOR M. g eel/0 Rie_72 ©AJ TRUCK SAMPLED 11/2. TRUCK TICKET No. /ij goqg TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 1100 4 u 1 C.A. / 76(34 citGI zSO .7 S° -no _ ?3' 1'U TOTAL I1Zs7Jc Sat Pa tat 1S 1-lo Z8 119 2 -C-C) L{a 4. a COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD GATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT S'/ 7 STRENGTH PSI SET NQ FA. iy2 0 41. t- t ei 1 C.A. / 76(34 citGI zSO 29 TO WATER _ ?3' 1'U TOTAL CYLINDER NUMBER GATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NQ G I?3 2/q t- t ei 1 61C 1•• citGI zSO 29 TO d (,114 1'U 23 I1Zs7Jc Sat Pa tat 1S 1-lo Z8 119 2 -C-C) L{a 4. a PRODUCERSI CONCRETE /r/e S "11 trru u./ CEMENT r AEA 5 % / /o Ay•AD`Mix. ...._ / // CACI2 PLACEMENT AREA & NOTES pho. IN S`LaZ 624 pert- Le, fr.uCS.,rF li..; e-5 £: 3 Q.d D. l L4 J4 k F..e,, s Q t 6 G. .>i -6.e�. _r S"; S'" n n INSPECTOR: COPIES TO: inner__ YYLV F1 rvi 1 t'I Bi S FI / CU. YARDS PLACED 4.? /2. DESIGN STRENGTH V-KBO fk-ao 9'• 4/0oo Fi 5- 4 £i `P vMlrc �n 1'J CASCADE TESTING & IN 1291e N.E. 126x.. KIRKLAND, WAS EVERETT y k` RY, I OLO Y 110031. •. -.•.•. 120 123• AUG 21199b °f 8 259. TO: 8. Ce2AJ S P!2_ J OX �rS/J KIRKLAMn / jA 98053 -csuq' Y C. STS 0 517 ATTN• THE FOLLOWING WAS NO D: FIELD TEST ra SEE FIELD / t� REPORT No. N_ 60400 DATE TH - 8/9/90 CERT. NO. 4'o/ - 57 PROJECT 574 TS' F,4 /ifrI C/Aii1 -, cE.Vr LOCATION 6 8,35 Sc c,7/1 44-i J7 R BL riI7. BLDG. PERMIT NO, 52.4.3 OWNER F��? WEATHER CZF,q%f TEMP. TEMP. r� AT AM 74.O AT 5:C17PM ENGINEER yt1EL_52 ,,) ?Dui t' A6 4- ARCHITECT MGA CONTRACTOR M, iZ c2.U..4ucTi C24, TRUCK SAMPLED /y.Z TRUCK TICKET No. /4/ 9j,9 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR troo -! /, 1 C.A. f 76041' gWZS0 Ise, 710 _73GO/ TOTAL aj lot -7S 1- to 22 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 457 7 STRENGTH PSI 1 FA. /4/Z[i t —►L 1 C.A. f 76041' gWZS0 VI To WATER _73GO/ TOTAL aj CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 4 I 13 //4 t —►L 1 61C11- gWZS0 VI To d lot -7S 1- to 22 PRODUCERS: CONCRETE /i/t S rJ 4.„,„ / CEMENT CU. YARDS PLACED AEA �� 14 o Jr /0 — / /O • `q?(Snnix CAC12 r PLACEMENT AREA & NOTES ` L 615 a.J D. 5:d L,o, sl Z DESIGN STRENGTH G fGarte -r•! li.; GS S9 * 6 6.r 6L,..d 4000 3 4 542 J c.c INSPECTOR: i4. COPIES TO: j ri 6f` r\!)_, Me, S1~ Tu-KBO 8-30 SIGNED: SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12918 N.E. t26714 PLACE IRKLArC, WASHINGTON 860.3• EVERETT TO: I1' 4.a O 30X 1200 823.9600 (2061 258.0617 K /AA.JD L.Jc' , 1gO�� ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA Np 54089 DATE (o -l2 -go CERT. NO. To /-s1 DESIGN WEIGHTS No. PROJECT 57-Adt 'C^ tr,.•. C IA;.L, C°4„a �,-- LOCATION 7 3 5 S o 4t, (.c, -,- b/ i. BLDG. PERMIT NO. OWNER CEMENT FACTOR TEMP. CONC WEATHE R,. 0 /'` CI( 74 Sr TEMP. AT AT 3500 AM PM ENGINEER Nct.15 o.v / 3 v ,mil R 5 3LN3 -10 p,c ARCHITECT I 6 Ar y CONTRACTOR in \ S . C CrIn cr. a • TRUCK SAMPLED 30 b TRUCK TICKET DATE MADE .. DESIGN WEIGHTS No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR /0 :too P /t°t 5-t;<- 3500 I i I O WATER 3LN3 -10 TOTAL Ar y a (3 i-to OQ '25SO COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE .. DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / 5 I STRENGTH PSI. SET No. FA. Z� 5k . 6 -lq_ 1 c_ C.A. I/_ K 3500 I i I O WATER 3LN3 -10 TOTAL Ar y CYLINDER NUMBER . DATE MADE .. DATE TESTED , AGE DAYS SIZE , WEIGHT . TOTAL LOAD STRENGTH PSI. SET No. 3y y a G - /2 6 -lq_ 1 J,xLf , 3500 I i I O :. -- 3LN3 -10 a (3 i-to OQ '25SO r PRODUCERS: CONCRETE 7-1) () 11/C\ x CEMENT CU. YARDS PLACED DESIGN STRENGTH // o / AEA ADMIX. PLACEMENT AREA & NOTES (Q t4 A C" ea n -I A: CAC12 INSPECTOR: COPIES TOL , ` `-"'f N A ► ` `�' j r'! , ,. sP- _i�g 6- /- . lii0"� Gc. ►� ��— c. CASCADE TEST1i 3 LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N E. 126rw PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO. 1tir ' V - C , 1c( K., ( K I rv\. c,( 12061823.9600 n--- 1206L259.00 17 0 1)17.7 I ( t. r cr mil JUI 19 1. � 9 99 ATTN• THE FOLLOWING WAS NOTED: MELD TEST DATA SEE FIELD REPORT No. N° 60502 DAT 1 r ( CERT. 90 ( s\ -PROJECT rT/k'-1-4-. CA 1 c IA: r.'1 tto't- L CATION 7535— Sc)Lffi,\ et --149<- �IJe�, B DG. PERMIT NO. OWNER WEATHER 5 u't e\ 'I TEMP. AT AM AT PM ENGINEER / NL/5C e oat) rck" .S ARCHITECT r3.-\6--A CONTRACTOR TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. L I w•-••.- AIR 1�c . p(�5•i:c_ . C.A. I /C�ONC (17/° WATER L1,11-11 $ - 4 TOTAL _ - 1-,61 41- I if -(44 9, 7 COMPRESSIVE STRENGTH BATCH OATA FOR 1 CU. TARO DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT I I .Z L I w•-••.- FA. Z -14 C.A. 1100 .2-4 SO WATER L1,11-11 $ - 4 TOTAL _ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL. LOAD STRENGTH PSI SET NO. L(1' 0 Z -14 i \AC-I 1100 .2-4 SO L1,11-11 $ - 4 i 2d - 1-,61 41- I if -(44 9, 7 PRODUCERSI CONCRETE CEMENT CU. YARDS PLACED AEA ADMIX CAC12 DESIGN STRENGTH / PLACEMENT AREA NOTES 1/ 41 0 (-4 � e/ GC.0 � �4 � e-A /V "-'- (J/o cic COPIES TO: l l� IX) t F 1 M6 `c ) N V TKL HP INSPECTOR:, SIGNED: T� 1 110 TO: SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126ym PLACE KIRKLAND, WASHINGTON 90034 Ili:!§41-.19 r•��.� is I'i'i( )"•(\ \ 1 13 1 Co CI l t� 19.90 A EVERETT ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA N2 57467 DATE CERT. NO. SLUMP pROJE T c at. c F A r e - C & ► roX. Ct R.-, UNIT WEIGHT tOCA ION C (1 l & %35 U0$ \C': �11G`fL 'J,V CEMENT FACTOR LOG. PERMtT NO. X63 OWNER AIR WEAT1HER .._C.Zi• be TEMP. AT AT AM PM ENGINEER NI; ,-IsowiZoem b.kc� S k A. 5R. ARCHITECT . C , A 1 CONTRACTOR MCA CI'tok 1.4% \U4 TOTAL TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR • TEMP. CONC AIR 9,30 Hate 7 aikax 4 WATER k A. 5R. f co q TOTAL It7 -r (o S q 200 a s 3o L/1 NS 1-/!o 2,V 9200 2G30 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD - Me-lt� h DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 S k STRENGTH PSI SET No. FA. aas.1, L> -�5 7 aikax 4 WATER k A. 5R. f co q TOTAL It7 -r (o S CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET No. 'nL_r 3 Z - yes L> -�5 7 aikax 4 .S-30 6 f co q 4-Mill It7 -r (o S q 200 a s 3o L/1 NS 1-/!o 2,V 9200 2G30 PRODUCERSI CONCRETE "C X CEMENT ora•1L,. AEA ADMIX. CAC12 % DESIGN STRENGTH ) 2 Q • PLACEMENT AREA & NOTES R1.. tk Y A Q i•K 11 n{ E J e\ %.0 ! A� CU. YARDS PLACED O J-W A. 3-- krA-1 w C D I'K- C -'lt {. COPIES TOI $- -It‘W .. m 40.1 INSPECTOR: S-1-.0R t 6 (GNEDI�� �- 1 TO' // / ,C7 CASCADE TES71,aG LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126*w PLACE KIRKLAND, WASHING TON -'99034--- _.._�_ 12061823.9600 EVERETT JUL 25 1990 I, le/ielecAmp �v 6 9 8 o� - a8y}• ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA n' i2 SEE FIELD 7 REPORT No No L.4-1;2 �7 N_ 60001 DATE CERT. NO. PROJECT s 4040ern -( -i1rm e W7 72 LOCATION 6 8 38" soorii ariv rs72 . tz./.. BLDG. PERMIT NO. cs,✓9 6 3 OWNER WEATHER i�Cfr$ / L'gn TEMP. / AT 8k� 6 7 AT PM ENGINEER ARCHITECT CONTRACTOR m I? a:2,1)& r TRUCK SAMPLED ' TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 71: l b (o-RkiAB[tr '7 28 c., pit w C.A. y � s/< gvoo '� oov 7o zoo y��"6 TOTAL G /3c7 ' ) -" ),-O 2 8 I -7 304 a33n COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST AOJUSTED WEIGHTS CEMENT 7 SK STRENGTH PSI SET NO. FA. 22 s/idueT?.J C —1- '7 28 c., pit w C.A. y � s/< gvoo '� oov /a -1 o 27_3n WATER y��"6 TOTAL G /3c7 ' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. ' ;' 6 -22_ C —1- '7 28 244:444 gvoo '� oov /a -1 o 27_3n y��"6 '")--;.0 G /3c7 ' ) -" ),-O 2 8 I -7 304 a33n PRODUCERS, CONCRETE t ve rn Lie tit--7n ADMIX ' L/4►122 /3LAeLL CAC1 AEA CEMENT CU. YARDS PLACED 2 PLACEMENT AREA & NOTES S ( r7:772-1 Ui ., ili7 SGi-W-- R, 5-9"z 3is-- Q� DESIGN STRENGTH 1,4 an COPIES TO, cn��/ 1 ► 1 bf, mom/ N gJ Sr", ,TuicEn INSPECTOR: TO: f CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS. / GEO_LOGISTS 12919 NE. 126*.. PLACE KIRKLAND, WASHINGTON 9603 IN EVERETT 12061 693• 01 1209/2191dei7' JUL 25 1990 :r•,jf' ste'l/z/ <LAt,/ // c4,4 9B a 83 - a c9 yF ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 0 p.2, r/ REPORT No. N_ 60000 DA E - •2i -Se-) CERT. NO. _ gal -s7 PROJECT , J,s-7-A-7-t--1x--"se rrt ry,41.4/ c C'al lra72_ LOCATION g83,s sovr* UNIT WEIGHT a.,--Iw 3&b"L ' OWNER BLDG. PERMIT NO. WEATHER `i/44/�yi,,Q TEMP. AT AM goo AT1,Z.sT6 PM ENGINEER A> e,--7sc.4) dreddiRDAffl > ARCHITECT CONTRACTOR 42.2- eeKI.Sr TRUCK SAMPLED LP:, a All teC . TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 6'36 a' 7 C.A. 4'2 SK G-2tot7 t' AS a /,2%i/(- , "7- tl TOTAL 7G 92. 3 I m 'f31 to - -21 6 . 7 ,zi.y COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L SK STRENGTH PSI SET N0. FA. 244 D.iwisli- 6 - If 7 C.A. 4'2 SK G-2tot7 cat -7-d WATER Y3 ► "7- tl TOTAL WOO CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS S12E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. ti 3 r 4 6-2( 6 - If 7 zxti G-2tot7 cat -7-d -1 Y3 ► "7- tl Al WOO , 3 v-z o 3 I m 'f31 to - -21 6 . 7 ,zi.y 1,c s---0D / ti 3 a 0-,x-7 I Y3 - s r) -6 5 2 e Z e) f q,oQQ 1 57« 2o 1/3 ( q 1 no PRODUCERS: CONCRETE ��// AEA ADMIX.`�y41 ./¢►1+A/7,41440 CAC12 % DESIGN STRENGTH /4c0 PLACEMENT AREA & NOTES ?9Q 41 AL CEMENT CU. YARDS PLACED COPIES TO: 019C,, ` \-7-.1 'MG AS? 5Fr. 11-La-/SID INSPECTOR : i.?/O SIGNED: CASCADE TESTING LABORATORY, ZTJNC. TESTING & INSPECTIOIpTBRI INFERS /�tisEGIL �TS PLACE KIRKLAND,�WASHINGTON ti 34 11t 12061623.°x"•1• jut. re' I� O" 1M ecyl 1l. TO• Y, ' LJ- _ PREVIOUS REPORT No. ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOTED: [ ��✓1' 1 u Q tz3 2-/-1 0^ (V\ Lin i : c A r t ' rk 0 a yvt A '� rs-. /� �. ?cur( c (r -rr✓v T i f-vk 1� ' � ✓."-L) L..J ( c. car . A (L Etc; n ✓-c APP ry t./A, ( (An 5 . C-A-(•0 kfr S �,-ti -, i 4.4s, Ian ()CPA Is in. LM--) " .e A ru cmati a\-,-‘10 (,,,f4. o4 -0 okA firl (AAA n .• c / R , N2 55701 DATE C CERT. NO PROJECT Sis=-h.L. A /' C (A: i^ L L ( ( , iLLOCATI ON /1 3-5. S C>c.,4\ (.,14 Ar- 9 97 (r o LLDG. PERMIT NO. O OWNER WEATHER T TEMP. A AT A AM ENGINEER AA /5 Wel /a O C.J (-Qtr. 9• _ C_ 3 ARCHIT ECT L' VVI G- A CONTRACTOR yNT / " )•z. L a- .S T SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY (—ENO CASCADE TESTIN LA9ORATORY;- tNC:-- TESTING & INSPECTION' ENGINEER £ r/CIiE:COUOC.I S 12919 NE. 12437. PLACE JI 1 ; '• N KIRKLAD. WASH INGION 34 I— 12O61823.96OO \, EVERETT TO: l' '' 13. /CX1a /✓C�C"ft K".p15(AND/ JUL1°8'1 ?' Lti i c..i ; u . PLANNING DE, _.. ATTN• AS REOUESTED BY THE FOLLOWING WAS NOTED: t!e% c tt ( R &cJ 0. G orvxc c»- ,,y L: PT cN-. IQ. '' .-v-t v 54,_ cj,• cr. C -C1 f7(c .C_ /� • (-/ r (J t r., A. (G c (C A ro o-Y..01 '� i. X c-( M a r4 Ar -S A-n, (.� P PREVIOUS REPORT No. N9 55702 CERT. NO, 0 (-_S"- DATE IPROJECT Is- -A14- +At. C (A ; 3 r015_ LOCATION (a.F3S S b(vac_ BLDG. PERMIT NO. OWNER TEMP. WEATHER ENGINEER Nt-C7,� /VcJI • ARCHITECT vv\. G—,q AT AT AM PM CONTRACTOR ^ Y " l . R_ �fYl S..7:_%1(.) �4 CP'I dc� cam-, ( ,- A : c S-kAe.ef c.-,.) A f ) , SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL. TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: ( C /Lr/Lott�1�1 COPIES TO €(') MEST M�� / € FIELD REPORT 57-1 ,Tul,60 lo SIGNED' EED TO: M. H. P, n. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION- t ENGINEERS ./ GeOLOGISTS._ 12919 N.E. 129TH PLACE KIRKLA1 WASHINGTON 9903JI,1 I (;.' 12C61I6120.9600 EVERETT 12061 269.08 17 JUL 18 1990 COi\)STRLLGTI t ti„ PLANNING DEPT. Box '� 4y9 k 1%{KLAIUD , LoA q<v�� ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA A' 5 REPORT No 7i9 N 9251 DATE , g- /gr /sv CERT. NO. PROJECT I Iy cg JTER rATE FARM C L4 LOCATION t 3.S .501_177w C,.:,Y 17.-t g dL (/O- BLDG. PERMIT NO. .1f''63 OWNER ST47C dz--.41,4,44 WEATHER 1 W C40t/O ✓ TEMP. AT CIFY 6J`-" AT II. Si-S-'2 PM ENGINEER ' Sc�1J /Rcnii ARCHITECT JkAf A CONTRACTOR l 1/4 - 4 . a - c' _r) A . ) .S7 R _ L I L T 117 k TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YE ILO CEMENT FACTOR TEMP. CONC AIR 14C 7 -(3 -7 11I� I/ sic (0 I 5-0 76, 6 74' 3 1 TOTAL 2 g r cD :14 ) 0 L{ H �G, ? 5-2_8 3105 ? : (3 2g t 37. 76, 0‘-f. it. Ace-4s I I Co 6 co, 3o V COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT I S STRENGTH PSI SET NO. FA. x A4 sk,„ 7 -(3 -7 11I� I/ sic (0 I 5-0 Z ) oa WATER 3 1 TOTAL 2 g r cD :14 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 31 v3 7 -(3 -7 CMualc4 75?° (0 I 5-0 Z ) oa ar 3 1 - ( 3 2 g cD :14 ) 0 L{ H �G, ? 5-2_8 3105 ? : (3 2g t 37. 76, 0‘-f. it. Ace-4s I I Co 6 co, 3o V PRODUCERS: AEA PLACEMENT AREA & NOTES CONCRETE l‘/Vil ELI ADMIX. CEMENT CAC12 Z - �45.1 Gn b ek CU. YARDS PLACED 1 DESIGN STRENGTH COPIES TO f+."1 iTul-R93 ( INSPECTOR:. :lL•t� -.mod SIGNED: !_Z r1 CASCADE TESTING`1rABOP ATORYr''NC. TESTING & INSPECTIOHJ / ENC:INEERSI /,GEO4. ISTS 12010 N.E. 126tH PLACE KIRKLAND, WASHINGTON3 EVERETT TO M, Go1\3S-TRu.cT \Gs F?D. 20A if. ((IRKI4ALo, WA qVbT3 �12�0�61 e(23. It206 O(� J U L 1�tlie CITY Ur" pLJNNI1 \l ATTN• THE FOLLOWING WAS NOi.ED: Gro „t kx 7034 FIELO TEST DATA REPORT No. S 7/9 Z � 43 N2 59252 DATE '7?- / - /94- CERT. NO. 90/^ S7 SLUMP PROJECT -s; /a r2' /= #/ ?iti c 4/M e C A)ree UNIT WEIGHT LOCATION 41.. ?.' sOOu7 H CeIU-FR rac at) CEMENT FACTOR BLDG. PERMIT NO. OWNER , WEATHER .,?T. C. L 000 L/ TEMP. AT 6 AT / /.' 4/S AM PM ENGINEER /U C 45-V/1 V.gr r i 13 DA e- i 9/0 ARCHITECT 61.5-4' CONTRACTOR M. a. rOk Tpuc r Io1JJ 26, TRUCK SAMPLED 220 TRUCK TICKET No. DZ 6 A 7 / TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /MO flual ? C.A. 9/0 C(9r 2 3 5-0 61.5-4' 6 I 0 26, 7 ^l3 TOTAL ti' f8�tso z17 3.� d 3 z.Zo 3co o / 310� - r3 5'7.7�v vas COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD � I DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT t p d STRENGTH P51 SET N0. FA. rt 2/ .J0 7 _ (3 ? C.A. 9/0 C(9r 2 3 5-0 3 3 3 tj WATER 26, 7 ^l3 TOTAL ti' f8�tso z17 3.� d CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET N0. 06) s/q 7 _ (3 ? p.H C71Z OAT C(9r 2 3 5-0 3 3 3 tj 2 ,7i 3(0I 7 ^l3 1 ag ti' f8�tso z17 3.� d 3 z.Zo 3co o / 310� - r3 5'7.7�v vas Rye"_ . PRODUCERS: CONCRETE ,SOr/L447 R.! CEMENT AEA, ADMIX. CAC12 PLACEMENT AREA & NOTES CU. YARDS PLACED DESIGN STRENGTH COPIES TO S : ;711(0. O INSPECTOR: SIGNEDI CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12019 NE. 126x.. PLACE KIRKLAND, WASHINGTON 98034 12061823.9600 EVERETT 12061 259.0817 TO- • CArl. ZoK n) Fri 11 clj Lip JUL 73 1990 c. ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N_ 60503 DATE CE T. NO. SLUMP %AIR PROJECT J�ACP44— fAr c(; i,--, 6 i o� . LOCATION g $3 S S OAF k— (L4 CONC AIR LOG. PERMIT NO. OWNER -7 C.A. FATHER (,✓� /� TEMP. C�LJ "� AT AT AM PM 1NGINEER 1 / AiRRCC1-41TECT CONTRAC OR CA/r - t(V\.J . �.S cd' 1 TRUCK SAMPLED 3 -6 L. TRUCK TICKET No. 27 39 5—& TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR X0 ;30 -( ), P -7 C.A. 15.50 552oo Cc-/• WATER / TOTAL a v0-2,.. cd' 1 2 V COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST AOJUSTED WEIGHTS CEMENT 1 —7 5 f STRENGTH PSI ' FA. 7-(a 1- t1 -7 C.A. 15.50 552oo 3560 WATER / TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET No. 4199 7-(a 1- t1 -7 L(ticy 15.50 552oo 3560 / 2( a v0-2,.. cd' 1 2 V PRODUCERS: CONCRETE CEMENT T -7�- CU. YARDS PLACED AEA ADMIX CAC12 % DESIGN STRENGTH ^ �c:tic. PLACEMENT AREA & NOTES ✓Lo c.../ P CASCADE TESTING LABORATORY, INC. TESTING 91 INSPECTION / ENGINEERS / GEOLOGISTS 12019 N.E. 1267.• PLACE KIRKLAND, WASHINGTON 6111034. (2061623.0600 _, EVERETT (IJ i (L) rr.' I: �iO 25o�617 TO: M , i`3 • Z0 1`r % -. Q. J U L 23 1990 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. N2 57470 DATE 1- 19- 5 0 CERT. NO. a I - SLUMP 9 PROJECT %rOs e. F A TL ( Q_ 1 kl \ YEILD CEMENT FACTOR LOCATION CONC AIR BLDG. PERMIT NO. a1ls(el OWNER l i the C.A. WEATHER V K K TEMP. AT AT AM PM ENGINEER Nel%OK 13bv 2D A6 S - -i) ARCHITECT Ni , C . I'% . AC R CONTRTO h 3 DN S -I Ze3 ' b� 5 LD E TRUCK SAMPLED TRUCK TICKET No, TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 9.30 •)c,Ii 6 l i the C.A. +. rZ S k b So V 40, % ' 3 o ) 'l 1j 1 b - -i) i8' TOTAL b� 5 LD E Zloo y3 f-- . i -.) - 17 -1?'/ ' (Dote ° z Z oo Y.I.-1 ,07t. L---/T /0-a47 -2 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD IvieZaft DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ' vbk STRENGTH PSI SET NO. FA. Zvil, SR l i the C.A. +. rZ S k 1 Rs r1^ 0 Va mime R lk IN 4, � 1 b - -i) i8' TOTAL 6Goo Zloo CYLINDER NUM8R DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. If Y/( 1 - -i) i8' 6Goo Zloo y3 f-- . i -.) - 17 -1?'/ ' (Dote ° z Z oo Y.I.-1 ,07t. L---/T /0-a47 -2 44 LI,LO-c'1 (3 t d i!3 t `( ( -1 7 -? (6(:Do0 21440 y3 5-- I .. (-? Af' 4cfi, x360 PRODUCERS: AEA CONCRETE v o\:3 1-‘1% ADMIX. PLACEMENT AREA v NOTES).- OTES ` L fv 1 N '`4 C V y CEMENT 1e I .. ++ CAC12 C.t E rt. CU. YARDS PLACED DESIGN STRENGTH ) 3 n 4 ff w stk.h11N to P4 }CIA. <LiKt QMtk QIa IlNC COPIES TO: 41 dCTha Yr� TL P � I T CASCADE TESTIN BORATORY, IN TESTING & INSPECTION 12919 N.E. 126r,. PLACE KIRKLAND, WASHINGTON E VERETT ItrfrIr 1206) 023• 1,1 1k6oLlade bl`l t }' TO' (// 1 a Po. ZoK L-/5) r KS /AA, P L j c' , gc) ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N2 54089 DATE CIS /2 - o CERT. NO. So/- S 1 SLUMP ROJECT ?A*r -It f A r M (2 /A ;.4,-. C4./14 YEILD LOCATION (� 7 3 5- S O t, (`'.k?1-I)■(- 1,/,/ 0/. CONC BLDG. PERMIT NO. S FC¢ 3 OWNER i' /I57;c.. 5 >1. WEATHER TEMP AT AT AM PM o UQ t"C 7fr3 - ENGINEER A"- 15 i/ 3v✓/\cj(q ,cS WATER ARCHITECT aa CONTRACTOR il'1 S . C C.P'Z s% TOTAL TRUCK SAMPLED �V b TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /0.00 i' /I57;c.. 5 >1. )00-f �IMI` C.A. I f, . K 3 yy3 WATER TOTAL 31--I LN . ,� 2 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ) 5 STRENGTH P51. SET No. '3I.-y Z FA. 2) 5 >1. )00-f �IMI` C.A. I f, . K 3 yy3 WATER TOTAL 31--I LN . ,� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51. SET No. '3I.-y Z G' i2 CD -I q 1 )00-f 3500 1 o 3 yy3 1 -10 31--I LN -1 -I D 2 PRODUCERS: CONCRETE 7017 ' Y CEMENT CU. YARDS PLACED AEA ADMIX CAC12 PLACEMENT AREA & NOTES &\0/%4 A t (U n4 A. i 0IAc L DESIGN STRENGTH i .(9 U / COPIES TO: ►7 Cf N � , L Iti Cr-,. Jv f NSF a 6- 2.-1- INSPECTOR: SIGNED: CASCADE TESTY&, LABORATORY, INC. TESTING 81 INSPECTION / ENGINEERS /GEOLOGISTS 12910 NE 126+.. PLACE J• O KIRKLAND, WASHINGTON 9E03410 f (I� ((cr1 la 1 EVERETT I i Q!-! I f�L6t!�'. t7 JUL 131990 TO: • 1� . ecv\--- -' 1 ✓- i S C._ C1' N p. . c tc ; 5 g'czg ATTN: THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N_ 60499 DATE (9 -A(9 - d CE .NO. _ `(..? --S SLUMP PROJECT ST.� -4 c r4* r.,-\ CIA' /,.--1 b/ cr . f LOCATION CEMENT FACTOR BLDG. PERMIT NO. OWNER AIR ( -“ e WEATHER S`JAn Y TEMP. AT AT AM PM ENGINEER / )5.- Si. WATER ARCHITECT M G. INN 1 CONTRACTOR inn . 5. L 0,.. -s7` . TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR ( -“ e PA.'S 40 10 5h C.A. 'SAIL/ O )5.- Si. WATER 1.) 1 TOTAL L1(-1Co 7-2`-1 27/ wy7G 7 -3 1 4-1 )el COMPRESSIVE STRENGTH BATCH DATA FOR t CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS M ortr;/` CEMENT TOTAL LOAD ' G ever , FA. ( -“ e PA.'S 40 10 5h C.A. 'SAIL/ O )5.- Si. WATER TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. ‘-► ti (0 7 ( -“ e 7 -3 -7 ) )( `i Pon z k -7K) L1(-1Co 7-2`-1 27/ wy7G 7 -3 1 4-1 )el 15.S0 2gaoa 25-10 y y7-7 7 -2-`i 2(. i � - lc-17P 1 7-Z `f 2--er PRODUCERS: CONCRETE J a b CEMENT AEA ADMIX. CAC12 PLACEMENT AREA & NOTES v 1%dv C. kdtT CU. YARDS PLACED DESIGN STRENGTH / 10'0 /good COPIES TO: `j rT ) ti 9-111 INSPECTOR: SIGNED: CASCADE TESTING L q-B©RA -CORY, INC. TESTING & INSPECTION / E 12919 N.E. 1205.. PLACE KIRKLAND. WAS14U GTON 9003 EVERETT TO: I'1'\ . T. (uc4c ?.c. fox $c-19 K ; ,r I� I A/.J4), LJG . `Z 3 g3 NEEt/ I "6 i. T�_- -- i------ :VA:. uur°lu1990 aifY Li ",_;I.,. LA ........ F'i.A . ;tvi -, IJEp i ATTN' THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N2 59344 DA E CERT. NO. PR J�T r c /A;✓. -\ h /045 _ LOCATION <� �s S1t, ( 4u bitia. 00. PERMIT NO. i(„3 OWNER flEATHER //Il • e /ULrd` TEMP. AT AT AM PM ENGINEER e /50 /Q / & /30 r`a'h a7 sz s ARCHITECT CONTRACTOR m ..�. TRUCK SAMPLED ----. TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD • CEMENT FACTOR TEMP. CONC AIR )%: CC.) phsi 511. (. -7 C.A. ■ Ligoo _ 1 Sao WATER 337 y 1 TOTAL 2, �{ _f./(L) goo 2900 '3375 -?-9 3‘? %sec, 2- C COMPRESSIVE STRENGTH BATCH DATA FOR 1 Cu. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTEO WEIGHTS CEMENT LOAD STRENGTH PSI SET NO. FA. (p - I I 6 -1 -7 C.A. ■ Ligoo _ 1 Sao WATER 337 y 1 TOTAL 2, �{ _f./(L) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT LOAD STRENGTH PSI SET NO. ;373 (p - I I 6 -1 -7 ■ Ligoo _ 1 Sao 337 y 1 7 -� 2, �{ _f./(L) goo 2900 '3375 -?-9 3‘? %sec, 2- C PRODUCERS: CONCRETE TM h ^ AEA ADMIX. CAC12 PLACEMENT AREA & NOTES (, `( "4 AP-0L.rAd e rs �I nev✓l-.) CEMENT CU. YARDS PLACED A.VA (c.,( Ad, c, • - h 96 DESIGN STRENGTH /80 hock. A)0 k C-..1AI1.3 INSPECTOR: - . (.1"11'"1(1."5/..-- COPIES TO: 1 ' 1!) C., I" (Pfr M V f 1$ 5 P 1, c)--2-z__ l l SIGNED: TO "1= ABDRA. C. SEE PIELD �Y+. �� .�_.. �REPORTNO. TESTING & INSPECTIO / EN IN 9B. r �7/ GI01S 12919 NE 126... PLACE iil! 1111 11 X11,1` II KIRKLAND, WASHINGTCN�1 EVERETT CASCADE TESTI M. ,6 CLVSZ,i1G770 34 I._' 12061 823.960 12061259.08 I JUL 131990 D ..5X 8.99 p. I...,f,I;. f I ►�T. K/ �L . 4 W D l'vA 5H /N�DI; V e0E3 - DE3-4 ATTN• Ar0e7/12.-77fE 5 THE FOLLOWING WAS NOTED: J�/(/f�,x FIELD TEST DATA N 60246 oArEfRiaeiy JUNE /990 CERT. NO. 90/ 9O/- S 7 P ROJ ECTT5 A frAg / / fKc 4N +E r JL. .a5reV CL paOJ / /. 4 LOCATION TIME Za ,t�� .-V 0 . BLDG, PERMIT NO. 3 OWNER iS7A7E FARM WEATHER TEMP. 7 AT6 :35, F AT PM Q ENGINEER F.-42.7-,1Z'J/2UA�- F ARCHITECT M /C./A C' 44' CONTRACTOR M .13. 1ws7MICrUV C TRUCK TICKET DESIGN WEIGHTS SAMPLED TRUCK No, TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 6,D Pi.. 76 5'100 1S&n 1 SG° F SP' is- WATER % - e...8 TOTAL 1r ioo 3410 ' 3 3 ,,- 3 7 -4 Zs i °lo0 34i COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / STRENGTH PSI SET N0. FA. '" L. .5Y VEL 6 -lam 7 zh 4 5'100 1S&n 1 1 -5 34. A WATER % - e...8 TOTAL 1r ioo 3410 ' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 3 3g ( sailiE 6 -lam 7 zh 4 5'100 1S&n 1 1 -5 34. A % - e...8 1r ioo 3410 ' 3 3 ,,- 3 7 -4 Zs i °lo0 34i 1 PRODUCERS: MU,e7A14 .11.4 _ 7-NO Az AEA ADM1X • PLACEMENT AREA & NOTES /../A, f�P1l.� 1/2:1t2e . CEMENT rirc- CAC12 96 CU. YARDS PLACED DESIGN STRENGTH) 7L / 5/ rs4v 6 Lixif 7a 6 . INSPECTOR COPIES TO: I '* •Cfl •C^i( ' N-A) -.SP -TJeG SIGNED; CASCADE TEST: .4 LABORATORY. INC. TESTING 81 INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE t26'.. PLACE KIRKLAND. WASHINGTON 98034 12061623.9800 EVERETT 12061 239.0817 TO: M. 7P V PD.BDX 84 ne<LANAV W.45111A&ON c3 —CSq4 ATTN: C.O / 1 GYLINSEiPS THE FOLLOWING WAS NOTED: AN /% NG . 4� FIELD TEST DATA SEE FIELD REPORT No N_ 60243 DATE Thrie v. 7 JUN CERT. NO. 9e,/ -57 SLUMP / 1/9e0 PROJECT i5WW R ein r aa YIELD Sa /!T �57.331 LOCATION 64535 5 t'/7F1GfS5/i z. 51_YD . BLDG. PERMIT NO. 5863 OWNER 4TCIPAI4'C /f54 WEATHER CL ■ TEMP. AT AT AM PM ENGINEER YDrie 7 BO LACadl is 7 5- !o 5-0 ARCHITECT /%l/ R4E(_ 46L 4V 0 6.. F CONTRACTOR hf. IS . • TRUCK SAMPLED No. /3-/ TRUCK TICKET No./9 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR /f54 G .... 7 PJd' C.A. /SW 7 5- !o 5-0 F 6.. F Z75 TOTAL 4052 11 31 Oro 4. Can I l 3 x 3 S ✓ l l G Y ? . . s • I I -1 S'5--0 y 1 coQ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT .5/ 7 STRENGTH PSI SET NO. FA. / /4 JIVE 7 PJd' C.A. /SW 7 5- !o 5-0 Z 6 PU WATER Z75 TOTAL 4052 CYLINDER ' NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 3 3 0 7✓l,016E /4 JIVE 7 64 1Z 7 5- !o 5-0 Z 6 PU 3 30 a SJ11Y Z8 11 31 Oro 4. Can I l 3 x 3 S ✓ l l G Y ? . . s • I I -1 S'5--0 y 1 coQ PRODUCERS: CONCRETE MILES AEA SZ Af /(fI Af4 CEMENT - ADMIX CAC12 96 /%CU. YARDS PLACED G y • DESIGN STRENGTH Aileer /5/ • PLACEMENT AREA & NOTES 112e. Glit/ ra.,'Eine:il . A. ZG) 57J RMI Y Z /ezzi, 43) M `�r 1 ^(� t n / / INSPECTOR: COPIESTO:` , ,ei: -- O Ill r -' iY ' (\ ). s1- �Ti/IL 0 SIGNED: ,cz/sg' IRO f CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126,.. PLACE KIRKLAND, WASHINGTON 98034 12061823.9800 EVERETT 10061- 269.0817 fIfIIJ��I�iIl1 '111 \1' I�Ir /11..3 CDA(7 7 'JUL '!'ii/13 1990. • ATTN: ACZTAZ TEJi Gni/C/01'37S THE FOLLOWING WAS NOTED: 7.79M 4 e74 FIELD TEST DATA SEE FIELD 5 ✓:3 REPORT No N_ 60242 DATE 7 -mezdy 7 JUAE /94 097/ CERT. NO. -57 PROJECTb4 /t /5je/1 %%l SE4%%� /N9R 4 r�25 � 1C C v 7 LOCATION ass C SLYO. BLDG. ''PERMIT NO. OWNER / WEATHER l /� /�S4ie. TEMP.45 •AT6 ,..0 F AT PM ENGINEER M:r4e����� ARCHITECT ' ' iffell el et,... Gw� w Y ; CONTRACTOR M ■ S e i.:'+ 772 V C6 AIR TRUCK DATE MADE TICKET % MOIST SAMPLED TRUCK No. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 7,47 ,984/7 C.A. 3 a F( WATER S ✓L/LY r_s TOTAL I l wo 3sq '3 a F.,1.. f S JULY ZS r c7 7o o 3410 j,- COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / S& STRENGTH PSI SET No. FA. oo_w•'� 14 JOE 7 ahtE L .+R' 710Q .2.3C on C.A. 3 a F( WATER S ✓L/LY r_s TOTAL I l wo CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 7 a y'6 7JLUE 14 JOE 7 Z X4 710Q .2.3C on 3 a F( S ✓L/LY r_s I l wo 3sq '3 a F.,1.. f S JULY ZS r c7 7o o 3410 j,- PRODUCERS: AL7r- PLACEMENT AREA & NOTES ill RVie. ffEL 11/ 7744/AS QOMRCTG CEMENT '''t)°••• ADMIX. Lal.4lr4. CAC12 CU. YARDS PLACED DESIGN STRENGTH A/`v/ 14/7A © . thei0 E 7T Ge/1J f eel., LINE. ¥ 77 6 / en e) COPIES TO: CY) C - ' Il� c2 • �� \f . . ` � ' ( U 460 SIGNED: T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / NG O .OGisT5 - -. r l 12 618 EVERETT 12061 259.0917 12919 N.E. 126vm PLACE KIRKLAND, WASHINGTON I JUL. 131990 TO N 2 • G v/1�7 /,./ /_ / l L 7A r7OX 54/1 kJ, HLJM) /), 4)A ‘7-go .3 ATTN: THE FOLLOWING WAS NOTED: :.4,/ Al it FIELD TEST DATA SEE FIELD 2 1'I / REPORT No. � N9. 59978 `D9ATE -TL! - 6/5/90 CERT. NO. 90/ - S 7 SLUMP PROJECT $TA7 FARO/ CG.A /et/ CF. iCUTF/Q UNIT WEIGHT LOCATION V.J -5 . r.7N c AJTt p t'z. vz. CEMENT FACTOR 9LOG. PERMIT NO. `5`F T OWNER ,57117E FAg,-1 AIR WEATHER ,a.gr 6Lo/1Dt' TEMP. AT I4/ O AT / /as ...� , CAM/ PM ENGINEER AJt / -5 0 /IJ - Age, e-I,Fr,,, 1,4- 2:75- ARCHITECT M�,f D � I CONTRACTOR /N. d C0x.45T A' /G 77 ,oft ) /.1.70 TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR ll,�, 3" - 7 4 76ov D � I U 641 /.1.70 TOTAL 25C f ZD �y0 O q 600 3 ego 3 Ala 7-3 2R COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ! 5k A SET N0. FA. .2e./..5L.,04.10 6-1- 7 4 76ov 17Po WATER 3a a ? TOTAL 25C CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. ?"OS' 6/5' 6-1- 7 4 76ov 17Po Y. 3a a ? 3 25C q 600 3 ego 3 Ala 7-3 2R 88 06 2203 3AI1 11 7 3 760 1e-Ori 2 3 1 7 -3 .Rg 9/v0 -roo 3 x.13 4/ 7- 3 � 8 r 1000 7__...-7 0 <-/ PRODUCERS: CONCRETE ` ier HIX CEMENT AEA ADMIX. -- / CACl2 / � 1 4j/ "HV ?7//_L S�1v� +N %1�'Sf C /eL.� G., _ . z PLACEMENT AREA & NOTES D' CU. YARDS PLACED DESIGN STRENGTH 'tQr Oar .' �j�t�l c/� /'.t /! ,s �s ?. t.- !L rtes /e/de g,-L/ p/4 to cl.U..4 nr� Llkc c/ C�1! 4 t �:, �. c.r tick ti 'e1? COPIES TO: fit" IJ L, h & 1 !AI v : N `1 ' t INSPECTOR: SIGNED: TO: c CASCADE TESTIf_L,QRATORY,_1N0.. -, TESTING & INSPECTION / GI EER J GEO C� 1STS 12919 N.E. 1261,., PLACE V I ' ' 1 H'1; I / KIRKLAt. WASHINGTON 9803 (200823.9Q00 EVERETT JUL 1171970 /t-i 2. CQAJ57 r2Llr 71,/ J 17 k /A7, LAAJD 95?.0 s{ ATTN- THE FOLLOWING WAS NOTED: L` // #.41X FIELD TEST DATA SEE FIELD REPORT No N2 59248 DATE T—,4,— .6,24/5,() CERT. NO. 90/ - S7 PROJECT ...ST/47F .a-yRA -/ e i 4.,,-/ G /v7-- /< LOCATION 6..g 3'5- SCE Li 721 GF_ E'R 7? OA) SLOG. PERMIT NO. OWNER — — L WEATHER RA' 7 <7..1.. C)G/(7 / TEMP. AT C D 64 AT LA' /'C'v PM ENGINEER A J1= Z ..5'c)/(..) BO /dirnA Er-SS 1 ARCHITECT ,`16•!! I/ 5/L CONTRACTOR M. g. G ()iU. <T,A?i -, 7-, n 1 n y TRUCK SAMPLED TRUCK TICKET No. • TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR / /.37 i llu,�( 1 4 /4.4c -Atm. I/ 5/L •93 as n y .� EG ! ;00 i- TOTAL 21 6Su 6y`' 45700 2..a4'd ?sY 6hr 2 g 67 Qv 2.435 s'ie --5's5- COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /•/F STRENGTH PSI SET NO. FA. Zy 5kvges 1731 1 4 /4.4c -Atm. I/ 5/L •93 as / 3 7( WATER a1 5-3 TOTAL 21 CYLINDER NUMBER DATE MADE DATE TESTED i AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 215-5- 5/7 4 1731 1 2 x 41 •93 as / 3 7( I a1 5-3 / av 21 45700 2..a4'd ?sY 6hr 2 g 67 Qv 2.435 s'ie --5's5- 5 /31 7 .wry °O / 7 o z 9-4■5, ( " /-1 2 aidv 2.770 -5 C7 6 411 2 i 3 ("5 Z.6; gd PRODUCERS; CONCRETE `/ r lG/ CEMENT AEA ADMIX CAC12 '12 PLACEMENT AREA & NOTES S� } Z /�SPC' crl�� Tc7 7ocC) / {� CU. YARDS PLACED DESIGN STRENGTH )`500 iwa, rat- f- 4: sic„ lG COPIES TO; 043 � , \ T'e b n1 �� --nAt INSPECTOR: SIGNED; JUL 111990 PREY REPO CASCADE TESTING L BO TORY TESTING Si INSPECTION / EN INEEO,R)101( LOGJ r ILA 12919 N.E. 126,.. PLACE KIRKLAND, WASHINGTON 90034 EVERETT p tvaiikvia ?'r, 12061 259.09 17 TO: (" • I i . (Y)e-1 S7-1(% i f C- Ti C fl_� C. v %L( , # ) p -_1'c, ATTN: AS REQUESTED BY THE FOLLOWING WAS NOTED: t,'rsT L((o P (.. il, r-.. S4 r-1/24.11 ,5t_ca"-ek OUS T No. N2 55698 OAT a CERT. NO. PRO YECT Pc 4 A (."---■ C IA : /`-■ S LOCATION BLDG. PERMIT NO. OWNER WEATHER 5 (min TEMP. AT AT AM PM ENGINEER ARCHITECT VV\ G4 CONTRACTOR ,v ✓1-■ , 3 , ( cr-i- 5'r. P1ro u•en cc-4- vv1 ,C c A el c /.\ SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY �J rn INSPECTOR: COPIES TO: r Ct M) / , NF,, FIELD REPORT ) 1IiY -- 1 ^? SIGNED: c U3I'[,ICIJVi 11 JUL 11 199 "' °� ORT o. CASCADE TESTING LAB RA1 Y; - ;INC,•;• & TESTING INSPECTION / ENGIN ERS n^ L�r GIStT S t Vt: 12919 N.E. 126+.+ PLACE KIRKLAND, WASHINGTON 96034 ~120662� 3• 00 EVERETT i� I TO: J . �LS rU Lt , C� /NJ 0. lSoy $`1 rIhr'k ' 1 12061 259.OH 17 ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOTED: N2 55700 'DATE ��� 2 ' X/, v /j CERT..NO. ?V � /'"...3/'"...3' LOCATION Ca g.5 C Sou -I'1-■ C,-(,-- b /u . BLDG. PERMIT NO. SeCQ3 OWNER WEATHER U /^-1 TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR ✓ 5- A f--1 (� ��- G, (l cs ('l orf'-i SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO yr\\ (, rn ef-, MC-37/0R, INSPECTOR: / (;((A-4/1,M5. FIELD REPORT SIGNED: CASCADE TESTING LABORATORY, INC. SEE FIELD C TESTING & INSPECTION / ENGINEERS /GEOLOGISTS REPORT No u _ ■ ` 12919 NE. 126x., PLACE rre23i ' - 1 EVERETT 1 f2b 12061 ) 259J,0 f II JUL 17 1990 TO. 1 " . V , CSYn S-7-7` U c_41; 1; r �cD. iCox R�(� ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA N° 60500 .DAZE, II CR' -a9- cc CERT. NO. •a( _s -7 SLUMP PROJiCT 1Aa� c,,,,,„, /A��f UNIT WEIGHT LOCAITION � 5 Ov (k,v- b(U ot , CEMENT FACTOR BLDG.'. PERMIT NO. .5-16 Co- OWNER AIR WEATHER 5 L),-1 n \( TEMP. AT AT _ AM PM ENGINEER 1111 ARCHITECT 1-7 2 0 CONTRACTOR YV\. (3 , CU'YI.S I. 17/ v TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR Z:oo 17 fPls7 :'- . C.A. 54o) 1-7 2 0 WATER 17/ v 7- 2- 7 TOTAL -., 7 l / V 9-- S / COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD STRENGTH PSI SET NO. FA. (.y -2- 1 -7 - f l ti' C.A. 54o) 1-7 2 0 WATER 17/ v 7- 2- 7 TOTAL CYLINDER NUMBER DATE MADE OATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. `f 7C (.y -2- 1 -7 - f l ti' `),1(L( 54o) 1-7 2 0 17/ v 7- 2- 7 9- -., 7 l / V 9-- S / PRODUCERS: CONCRETE �� b CEMENT T / b r'.1= CU. YARDS PLACED AEA AOMIX CAC12 % DESIGN STRENGTH 3/0c..) PLACEMENT AREA & NOTES f o r q-A 9 `..S r p (--t._ 4- ta, rid ,44)./ :A/ U cry 'r V r--e- L./6N it . (A,c% C oo ;ti U .4 COPIES TO VFI , IUKW q'l ko INSPECTOR: SIGNE T TO: CASCADE TESTING LABORATORY, INC. SEE FIELD REPORT TESTING & INSPECTION /ENGINEERS /GEOLOGGI STS - - No D TE CERT. NO. PROJECT 1 -VAf,/I C I,� I ,.-. C�c,•1.-( LOCATION (.v,5( 3S " S , C.c C14- i I U of . ..+ 12919 NE. 126 PLACE r _ 7—.73 "rll1 {{11) ^ KIRKLAND, WASHINGTON 99034 117 ) I 02E19.1! 2Y�,�shcf� EVERETT t Il 5 OOCC7i..TTbb..__..�r aryl JUL 17 1990 , $ ps_i ci :N+1iN DT. . P lr cNcl s-Tru Q.+ c. 9,R 0 ATTN• THE FOLLOWING WAS NOTED: • FIELD TEST DATA N2 60501 BLDG. PERMIT NO. 57 C,L3 OWNER TEMP. WEATHER cS UY\ (\ ENGINEER it ) t /SON / �rl rrA a qAS ARCHITECT VV (i-A AT AM AT PM CONTRACTOR O.\ . �. CCr1.,s- -∎ TRUCK SAMPLED ig Q TRUCK TICKET No. /`4 S cj C;) TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 9: o '-i f 6 7 c.a. / % C� APO �(ao 6o'1 WATER 33 &-A 1 TOTAL W f ( fr- ;---- 2- 1 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT S r, STRENGTH PSI SET No, FA. J C-•( , 0 --7- t2, 7 c.a. / % C� APO �(ao Zet{a WATER 33 &-A 1 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No, Cf 7I 1-S' --7- t2, 7 \P APO �(ao Zet{a W f ( fr- ;---- 2- 1 PROOUCERSI CONCRETE f • • /'L S AEA.S11 M • CrO r CEMENT CU. YARDS PLACED ADMIX M CAC12 / % / DESIGN STRENGTH PLACEMENT AREA & NOTES v ' ` C. ^j,.- --- IQ �c c & c b `/ l iL-4 • /mac �% /1^% CA r / f- ,m _D ^ L c.) A0. Aid 6 -Lso ( koNn COPIES TO: INSPECTOR: SIGNED: TO• I / r7"). ? U , 3 d',C CASCADE TESTING LABO TESTING & INSPECTION / ENGINEE 12919 NE. 12616. PLACE KIRKLAND. WA6MNOTON 99034 EVERETT ern-, .S / CU C--4-c Gv1 AT S /G OLOGISTS l2 1;23.9600 .I Izoti5i. 2s9 :09;17- FaiLNt11 ATTN. AS REQUESTED BY' THE FOLLOWING WAS NOTED: N9 55699 91175 CERT. NO. S a l^ S P,EjQ ECT 5 CA(.... -, c la: EA-. _ LOCATION W 0 J 5' Sc.i c.J4A., c.en4 %..,- 4) f,.J .1. BLDG. PERMIT NO. SEC- 3 OWNER WEATHER $ �•J /■. TEMP. AT AM AT PM ENGINEER ARCHITECT CONTRACTOR fi Vh , 3 . ,-).-L_> , . 2'r- 3 STAI'rc 2' r' v --�- c �. A n c Pr ( -11 V Q r•-e-4r- Crv-. , ( & /N—c ex C ✓hL.J 4:3/o c (c Cr✓- -I Ate' 5 /Cr-no (7C A SEE TEST REPORT NO, HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO VYW- ) rte, MICA, AIF), FIELD REPORT SFr 1•104.E0 -' SIGNED: Inm. `, LID CASCADE TESTIN TESTING & INSPECTION. KIRK NE. , ∎At. KIRKLA1'O vw►erwaroN EVERCTT / S'-�,J '_ABORATORY. _NGINEERS /GEOLOGISTS PLACE sawn• (2oae23•ew0 (20e) 2ee•oe17 INC. ) PREVIOUS NO 59415 REPORT No. DATE 0"-J I `� -! CERT. NO. ? r^ r..- I ,,/� 2 TO• f I U . fV / PROJECT' ►7 Cf., / c`i1 C ,/r: /'• C.Cr1 '1 kr. r c..: L ([' ,r T I � (LrI [ ] `, / 1 111 . - JUL 111990 s ION LOCATION 8 3 5 ` 5 c,<..v-ic• b I Q ac . BLDG. PERMIT NO. 51(..L3 OWNER 2 U i WEATHER I TEMP. AT AT AM PM �j 6 . v,....,( Pc^ D/ L,fG . �! 4 0 %3 ENGINEER ,Uo 160N /AC.5 r'CA %t.e- ATTN: ARCHITECT I ' ) bs P\ CONTRACTOR QY■ S (2) INSPECTION 4, — PERFORMED RESTEEUCONCRETE RESTEEUMASONRY OTHER — RESTEEL ONLY _ STR.ST /WELDING — STR.STIBOLTING (3) ITEMS INSPECTED — FOOTINGS — AUGER CAST PILES — DRILLED PIERS .. SLAB _ COLUMNS — WALLS BEAMS — (4) LOCATION (AREAS) &N.57 5:.A ,b1 Ad S, OLD. Q Al dr1 . .( /) TrCt/1C 4 S /� , -� 5: d}.� c.v erI (( S (, $ . r'k , h/ rc t . -c A. / Qperl -.-•, .'►N : /I.(de/V 3 ( (5) CONCRETE/MASONRY MIX NO. • /4 ) Ck X DESIGN STRENGTH (t'c) SUPPLIER SLUMP AIR CONTENT (h TOTAL CU. YD. PLACED oC..D (INCHES) ( ("/ 1/9- SPECIMENS CAST S 6k( ( %) SEE CYLINDER REPORT NO. (it OS-0 /YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO.. REMARKS: IN& n rC /` 1 A �IAc_ / ( /U)■',p S L (2resJA 04 / Pc"1 I 01A-'5/"\ u r k A U 5 C�1 ill !cf., 01 mod, Q , HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: e%C / nAFF / v ) U F_ACRD 9--c? INSPECTOR: ,( FIELD REPORT SIGNED: To: ATTN: TRANSMITTA NM JUN 2 2 1990 Cli'Y L1< 7 ,-i e :a ii A LAWiNr DEPT. 206.889.9100 Fax: (206).889.8181 4055 Lake Wash. Blvd. Salle 200 P.O. Box 849 Kirkland, WA 98083.0849 MBCONC't79RG / O7 / uX40 /6 4 Date 4/1F/Z2 121 L /�� �Ls�T: Job S7-/A1-1-6— eai-kg_g".A.) � � �(� �rC'G(� /�-�� w/4 l� � 88' Location We are sending: Attached Quantity Drawing No. Description For approval For your use Per your request Remarks: Approved Approved as noted _._._ Not approved; please resubmit Job. No. Code /94- / /14-, cc: MB CONSTRUCTION CO. Bv: BUSH, RO L) & HITCHINGS, INC. 2009 Minor Avenue East Seattle, Washington 98102 Area 206/323-4144 Fax 206/323 -7135 June 14, 1990 MB Construction 4055 Lake Washington Blvd. Suite 200 Kirkland, WA 98083 -0849 Attn: Jeff Barber Re: State Farm Office - Tukwila Dear Jeff: C I hereby certify. that a.finished floor elevation measurement was taken under my direction at the above. referenced site. The elevations below are based on NGVD datum. Very truly yours, Location NE corner of slab NW corner of slab SW corner of slab Center of slab Elevation 26.52 26.55 26.54 26.54 Steven A. Hitchings SAH /sjh CIVIL ENGINEERS / LAND SURVEYORS MIR Wff lie71111 ff '4111 INISIM1111.1111M101101011 I ••:."*. , •!PI C ( FAX TRadamirrAt.' SHEET • •, :• . NOMBERVOP'PAI3ES.(iNCLUDING TRANSMITTAL SHEET) t • •!1 " 7'11, ; PROMt •:•{ ; • ',!!■;;I,:•'d • • . ' ;.. , if, RECEIVED ' CITY OF TUKWILA MAY O 1 1990 PERMIT CENTER NELSON•43OURDAGES P.S. N.E. 124TH 'STREET 8230 •KIRKLAND, WA. 98034 1206). 823-6867 ,FAX TELEPHONE NUMBER ( 206 ) 820-0947 TO1 . • , • •••T • /It./ ...:trAX TatEPHONE-NUMBRIC • 7-;f9./ .,, FROM: 4:: 0.4:3'-ov. , 'e :.i. egt/ese.. isle ;-.t.;. ," .. . ..1: iiii0idil i.. . ■•;4,77‘;i ,,IIt;4.■1 ■i°04 e.,/,71,:;'0' 4.4 e 04 t Ai.' ... • • ,,,, 'i ( ' .;:', -! ::,..• : ,••I ; _,,... '..' NB .: JOS '.140NEIllt, i•, ..; :. .,..1c:.'"2?,/,',4 4/ : ' • ...:• .:. , , ir:.:'.,,,:',,,,,,,Y.•.:..., ;,..... ,, , :. . ,,..suinCrt, ,;_. t ; '(1,(•;;I,r;,•;.'!;;.,•• 1!:":t1;•; '',,‘ ., • • ,,..„z;,;;;,Li.,• . !'' .t• -L. : • .• . . ' !•"'•'. • '-' ' . 1 . : ,••...,,,• :...,t,t :- 1... :.;;;' ,;. ';,,' 1.•:, .i, : • • .-: . • , • , . MAR 1 Z19U RECEIVED MB . ;, ; • . • , •••• . . • • (4 , • :,: ; • " i .; • •. • • • • x pRo8ts0B1cONFiXmATxoN CONTACT • ; tons , : -•■••■". 1••••. : :'• • • MOP COPIES AX DS Y ON AT , : ". • ' . 1,•••t•'11"It(;1,■...(,• tt „ r.• • • i,-,--11,1••••;•: .",' " • •.. : • • NELSON•SOURPAGES. INC., P.S. ,,n 416'10:0 11411 N.t11241h Sttotm, 710 • Kalmid, WA 98031 1 't • fAX 12(ksi Ain 0911 :c:..11.2‘, • • • .4• , , • • i • 206/1124.tifyil immeim miT *AND AND ORAL COMPANY p,o. eQX 130 AVOURN, WA WI oN0Nere • OXAY14 CROW ROOK 0 SAND PLANTS IN .. ..,..1,11;;;..'.:1'''',; :•, .;',.tf'r,-;;;Yri..!:1,' ::‘;.- ,` , '.:-.,; •;.i `. 11 I? • 1 'M 11 Construction re D. sox SO Redmond, WA 110073 SS.4gLION MAN 1 11,w 01601IVIOmlb • GentlOSMAI We hereby 'Rabat the WAMPUM • riarm Tukwila 464). : • \ RECEIVE CITY OF TUKWILA MAY 01 1990. 7","7717griiildENTEA-- • mix Assign 1 for your state Ana M. LA St Comsat'. Cement, Type. ri.ar- • • • : '1111L lba • Coors, keentaate.4/8".Asspf •1.720 lb* Fine Aggregate (SSD) ' ••• • 3,400 1 be Air intreinment •• • • : • Witter . ;9. Gel • . • 1 Slump 4” wit ••••• 2," • : names feel tree to call if you hove any ''queetiene. Vera' trUly' yours f‘ rH 1)0U A °VAN • , rotpt REVIEWED': . I • • • • • ' '• • \yst1/111,&,t0St REVIEWED AS MODIFIED • : • r) REVISE AND Re•SUOMIT • MAR 1 41990 O NOT REVIEWED , : : • -• • . REcEIVEOMB .• • Roviewal'oNi Otto general conforhhtY with the milli conceht, The Ehilheer ,does not warrant or represent that the Intorrnotion contained on this dr s either ulcerate or complete. Sole responsibility for correct dooloncdet Olroonotons 6h rwneln with the party submitting the tirov•ins. D0110%10.0 1 • 0 • • NELSON , • " URDAGES, INC., P.S. • f • %,* t.! • alAIAN& ; 1' 101w. P.01 "" CARL I SL)r'' 'et '. 'A" Coffin,* 9) rra Syafrma. K C1w„.on of Camillo Co•oonuon 2704.Y03S Ahr/UOnf Ae.d A /Naa City. MO.14120 ' :Al Rf 4 1. M Al Cdy Conim?.lion C•nl.. CAPLISL May 16, 1990 M. I3. Construction 14734 N.E. 95th Street Redmond, WA 98073 RE: State Farm Mutual Insurance C Tukwila, WA CMD 88K -80 Dear Sirs This letter is in response to an inquiry The roof assembly is a new steel polystyrene loose -laid. Carlisle's Sure will be loose laid over the polystyrcn the E1'17M membrane in sufficient insulation. With the referenced roofing When all work is done to Carlisle specs by a Carlisle Tee1inkC:al Representative Carlisle Membrane Systems Warranty. Call me at 1 -800- 645 -2094, if you havtt Sincerely, Mike Proseh 047" Systems Design Analyst deck. covered with expanded a and /or extruded .':. Seam .045 inch EPD111: non - reinforced Membrane. insulation. Water -worn gravel ,will :be, laid. on mounts to hold 'Meet-Class wn ; the :roof membrane and assembly, .this.; ;A required tints ications and a successful inspection is completed;':' this roof ; assembly ;,will be el,igible for a,10- year,; y.• questions. MK: jkt cia S. Plake Ni S. Mullein Job File d I���AY�?�5 90w�8 :03 AARON 9$50CIe,T,Pi;;. Mork A, Anderson & As rtes PROJECT' moramormoomornmemsom , Si .. fv n lr,. d r ,'tli., • ,i!,,,.3, Y , ,5 • J08, 4•_.,...,,....•. SHEET ........--OP DESIGNED Tar�L '.I.•. 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J. .1 • ....10.4•66:,•it t•.: • i ..,:.; • ' , I' 1; I i 61 I .1 0' . !I' i 4, ..."1'!'"*.i. .6 , • 6' ,!. 1... • • • •6 6.. ...I ,' •■••••T rpft■•/11■?,•1••■•161•••••11•61.60r•To•are.• ti„01■••••••■ LI 41616•4• • OS •6 (66!•••••••••!:ni:"" , . 6, 6' o'•'t '•••r• 44,1504044.0• ••••', • . ...tr ,+ 41.., 41,1 1. • 11.1,1 I ; 1,4;• 440'1 '14 A , . 1.1.•••• J.';' 6.1; .; .'110tr 1.• : .1" r •••• ; ; b !'r •,1•• • k,oft," ,• , • 6 • • 1•4'''k• , . ••• 4 I. ol .41 .•4 . 014•1-.}-1,-'1.•!", • • • ' ' • •• •• • 6:•••44•41•1'•••■ • ...r•oe• • yr • ' • I 6. • •;.• • 1. • " . 1 May 11, 1990 Mr. Jeff Barber MB Construction P.O. Box 349 Redmond, WA 98073 Dear Mr. Barber: Re: 89 -T -11 (State Farm Insurance) Tukwila, WA .MAY 1 61990 .iym-..• i t r. u3 MAY 171990 RECEIVED MB As you have indicated, construction sequencing has required the suspended floor to be in place prior to the completion of the CMU walls. Refer to detail E /S5 and GS /5 of the structural drawings prepared by this office. It is an acceptable alternative to hand pack the upper 3 courses of the concrete masonry units, provided that a qualified special inspector takes prism tests of the grout to validate the design strength. Additionally, the grout must be visually inspected in place to ensure adequate placement and compaction. Destructive testing, (i.e., removing face shells) may be necessary. A preferred alternate would be to pump (an engineer approved) non- shrink fluid grout with h, all diameter: hose.:. Please call if you have further questions. Sin.-rely, Ro•ert Bourdages, P.E. President Nelson - Bourdages Inc., P.S. CC: MGA Architects, Mr. Michael Glanz 88164L NELSON•BOURDAGES, INC., P.S. Consulting Engineer 'r 411 N.E. 124th Street. Suite 230 • Kirkland. W FAX 12061 8200947 Katht, Goettiing KRTIIIR"11011P WBE 'W2F4707467 0 REVIEWED Suspended. l Cc e isUt. u Systems o REVIEWED AS MODIFIED CI REVISE & RESUBMIT 1600 Entry Rd., Port Angdts, kki. 91136 doetzent OT •; REMIEWEWi;D d for general COMM* FAX (206) 452 -0288_ 14100- 3443461 design c ;,,,r..r (iv. .. , ire Architect does not NOM Milt the lormatt.:1. •ir'tc +(E:: herein is accurate or Co* 564e respoisi0.1.c., ic, c. -• -•..c4. 0ni,, :n, details, dimenSiorM tontosnt?1wc .: •+•''1 +.4•:c:: gib remain wMh tM p MICHAEL GLANS 1 ARCHITECT mga architecture & planning �" (6) 5 41 Ll -. MIN. • " 1 f M31/n8" ln. 3/8 Cir. 1 Shop Drawings for State Farm Service Center . MAX. -) Acoustical Tile Clg. on Susp. Grid System 12 GA. NOTE! Install Clg Grid using 12 Go. Splay Wire Hangers eb 45° and 90° to each other (4 wires) beginning 4'0 from starting point of grid.loyout and 12'0 thereafter. (1) 12 GA. Hanger Wire To Framing 'Above e Perimeter Of CI S., SO" 0,C. ,(TYP,) Provide (4) 12 gauge Orece Wires 10 . Freming per ea. 144 sq.ft. of Sus: Clg. Area, Uniformly/ Distrib ted,. 11111111111111111111111111111111111111 IIItItIII11t11111111111111tlllllllllt 111111 Well Angle �- I eV -In Acoustical The E- -Fete Of Well No. 12 Gauge Wirt-- + 4000 Cross Runner, ,Iletn. Runner: CASCADE TESTING LABORATORY. INC. SFR S 7190 TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.L. 116,. 91-ACC 10910-A MA 1•911.6VGTON a003A 6ViR[TT TO: M, 3. GatJnTpUC- InL F ?Qx 8q q (2Oe1 ea3.Oeoo 12061 259.0817 ATTN. THE FOLLOWING WAS NOTED: FiC.I CQ 1r41 i FIELD TEST DA I�>? I1 N. IN JUN 251990 Ci7 Y O - i tJ'r:'IV LJ PLANNING DEPT. N2 59247 DATE LJE. - s S /z /90 CERT. NO. 90/- s7 SLUMP PROJECT S7.4 7 UNIT WEIGHT LOCATION 6 B3_� =u7W C64J7 ,Q RL i 424 CEMENT FACTOR BLDG. PERMIT NO. :5-8,€,? OWNER -57'.y7 FARM - WEATHER �w ERGO. 7T" TEMP. AT 41 v AT 1•'.50 PM ENe INEER IIP . + r : •.: live. oar AR •. ITECT `d/ .� CON RACTOR M B. ro U ri7aerin.0 6---v TRUCK SAMPLED - TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR q.'45'.0 F /4,V 7 live. oar fz. s#4. 63° 6---v /orb /o,il 6 -pc TOTAL 6 ` SIP cif 2 ,7(v / S -30 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /,jA STRENGTH PSI SET N0. FA. 2 y .54t (L 7 live. oar fz. s#4. t goo WATER ,-,2)6-1- I 6 -pc TOTAL ezao CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. c2 f */3 5 -3a 7 14 t goo s ,-,2)6-1- I 6 -pc 2g ezao zCo ta cif 2 ,7(v / S -30 -r b &io t BZ1) 01-76 5 6- 2 28 _. . 1 300 2, cj <,1,d PRODUCERS: CONCRETE .6 Id' M; AEA ADMIX. /4/ tb CoLV.Sk CC Cq l2 - % DESIGN STRENGTH 1126 PLACEMENT AREA & NOTES +�7 / '76r Ai'„;K ‘5, ri 44 2 ["# A lars4 — sc 1 at / ms's CEMENT -�^� CU. YARDS PLACED 4/ Co /a✓ 1 retu,.t41 6 4,•,,.4 faCD Set 2 -<,, 6 /oei Co HIC it 4Q 2ODC.)Psi; e. IC- -10 If �eltnt �ac%,r� in +v i��...�11 �,e�w+ INSPECTOR' • su•�__ YO COPIES TOL rk I7C / 13F7 ri 672 hie , 5P4 • A'i'm &--S- SIGNE SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No. N 59344 TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.[. 120T14 PLACE KIlKLAND. WASNINGTON 19034 cv[R[TT TG 1 ► `. `J. ('rvi'4 (Q iN Po. eizox sL19 K; t IA,. , vg3 (2001921.9900 (100) 259.08 17 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA DATE ( ( / - o CERT. NO. $0 I -s'l SLUMP PROJECT 4Vq�.c 4 � ApiV'N C /A ;rv-, h4:47 UNIT WEIGHT LOCATION ( q 3 lS Sow 1 (.t./14.EP b/ '0 . CEMENT FACTOR BLDG. PERMIT NO. OWNER SS(AI CONC jAEATHER 1/�r'T /:iC.i, LI �In.iri,I1,til� 1 1!• M M ENGINEER A.A. /5a /.) • • :_ -' "` soptio 1990 ARCHITECT it1/1 6-A 153c WATER CONTRACTOR / NNI G DEPT. 1 TOTAL. 2 TRUCK SAMPLED -•� TRUCK TICKET No. —_ TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 12.: 00 P/A 54* c 7 C.A. y goo 153c WATER 337 y 1 TOTAL. 2 WEIGHT i '3375 >- A8 __ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD . SET NO. FA. (Q -1 r 6 -1' 7 C.A. y goo 153c WATER 337 y 1 TOTAL. 2 WEIGHT i CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE TOTAL LOAD STRENGTH PSI SET NO. ;373 (Q -1 r 6 -1' 7 _ i y goo 153c 337 y 1 7 -9 2 WEIGHT i '3375 >- A8 __ PRODUCERS: CONCRETE, "vh X Q AEA ADMIX. CAC12 (, `'S DESIGN STRENGTH, /SOO PLACEMENT AREA A NOTES O 't ^ #It r` p iC.CJL� ' 7 f/ tiR�� block . /�)(� , #k C•�i �1-) At" t t.I`Ac nit 1 /YL✓1• &a_ CEMENT CU. YARDS PLACED A) /A COPIES TO: b C../ ri Ij F M N la 3r I,T- Ll'-f�A INSPECTOR: SIGNED: _ - 0)..46-, CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12•1111 N[. 128Tw PL.AC[ KIIKLAHCb VW$WNOTON 900114 . MOO 8234800 (2061 2910.0817 To- /L1• 43. G ,oit zST,fvz-7'ioA2 k /gl'LANU / ?, G 'A Qe6 83 ATTN. THE FOLLOWING WAS NOTED: ,r,•, // Az), FIELD TEST DATA SEE FIELD REPORT No S7.2 6/ 59978 DATE -.Pa - A /5/40 CERT. NO. f0 /- S7 PROJECT _S7'ATt F.d.QA1 CL.A /.t-/ Cf/UTFR LOCATION 62r..--?.5.- Sr�Lny c7eitrjr, R` v,7. BLDG. PERMIT NO. 5-06-7 OWNER 1 747K FARA4 WEATHER 149/9 7 G LOL/DY TEMP. AT tigt i4/O AT // 00 PM ENGINEER AM/ . r7 J - Ao £44-E — ARCHITECT CONTRACTOR ,...&_,../.1.2 G,(dernqk/G T/iA i TRUCK SAMPLED TRUCK TICKET No. �- TIME SLUMP %AIR UNIT WEIGHT YEILO CEMENT FACTOR TEMP. CONC AIR )0! 30 - 7 .. /zsk- 7 6 o o o 6 I 0 6 4 eoo - TOTAL 2g 6 z° . e/° 3 to ?-3 2g 3AI1 COMPRESSIVE STRENGTH BATCH OATA FOR 1 CU. YARD GATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 6 STRENGTH PSI SET No. FA. 2415L2,61f 4 -1-. 7 .. /zsk- 7 6 o o l7 PO WATER 3a a 7 TOTAL 2g CYLINDER NUMBER GATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. ”A? 6,r 4 -1-. 7 2.$ di 7 6 o o l7 PO 3a a 7 7 - 3 2g 3 to ?-3 2g 3AI1 ! 6 -Ia. -1 -3 7 Ail ,' 3- 76O 1r1ri 7 3 1x 3 a 13 G P' 7` 3 a ff S 4, PRODUCERS, CONCRETE F ;cJd ?-iix CEMENT AEA ADMIX. CAC12 PLACEMENT AREA & NOTES ./ IC CU. YARDS PLACED — % DESIGN STRENGTH. /MO, le-7CICIr% L COPIES TOI 141 15C 141 & F r N rj r —i TT,)0 &wo 2Z.. INSPECTOR: SIGNED, CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12.1• N.E. 12•rw PLACE KIRKLAf'Ob W 1QTON 95034 EVERETT TO: ()CI . 73 • /moo. zQc 7Lfc f2Oei 523.9500 (20.1 25••0517 f'S:rK /AAJD (mac /gic)F,3 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. Na 54089 DATE Co -/2 "90 CERT. NO. /0 / -S'1 PROJECT 3?*•Js VA r,•-■ C.1 A;,I., ccel. "0"'- LOCATION (ti73$ SoV/t, CkiriAc bl1/01. BLDG. PERMIT NO. 5.-* RR) OWNER WEATHER UNIT WEIGHT TEMP. AT AM AT PM •-� v L' . "C *S 1 ENGINEER A A, /s e .' / b d - J ;� s 7 fn C. I I! F' /et 57 ;<- V I. ,IC._ ARCHITECT ____ 4- J ► . • a a ? 0 CONTRACTOR IJ. �Cill /CITY UH TtlisWi� A TRUCK SAMPLED SV b TRUCK TICKET BATCM't V DATE TESTED I No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /O: o F' /et 57 ;<- V I. ,IC._ l I I Q,; 4- WATER ? 0 ___/ 2 i TOTAL 4 • • ,. 31-11111 -10 COMPRESSIVE STRENGTH CYLINDER NUMBER BATCM't V DATE TESTED I DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 sic. r` • SET NO. 3w-la FA. 2) 5 k .. 1 )01,t-1 Ls tML C.A. V I. ,IC._ l I I Q,; 4- WATER ? 0 ___/ 2 i TOTAL 4 CYLINDER NUMBER OATE MADE DATE TESTED I AGE DAYS ■ SI2E NV WEIGHT TOTAL LOAD STRENGTH PSIiO r` • SET NO. 3w-la (9-1 _ 0 •i q 1 )01,t-1 35 00 l I I Q,; 4- 3'-N3 ? 0 ___/ 2 i s — ., , • • ,. 31-11111 -10 PRODUCERS. AEA CONCRETE -37-) j " ' . x CEMENT CU. YARDS PLACED ADMIX. CAC12 'IAC Colee•: ^7. PLACEMENT AREA & NOTES MO "Tar ea ►'1 -JA :n DESIGN STRENGTH h 0 o COPIES TO; 14 r? 4 It (' L el. v/ /`I 1 JFr— -1--1J -g D 6- 21-- INSPECTOR: SIGNED. CASCADE TESTA}( LABORATORY. INC. TESTING & INSPECTIOONN iNOINEERS /GEOLOGISTS 1ZMO N.C. tam,... Pt-ACi KIwK1.A1q NMfMMOTCN s50741 CVtwETT To: (204/0123411•00 (SOW 2 S.0U17 LS�R.k\ A.ND )L.. CIVog3 ATTN: PREVIOUS REPORT No. N! 57228 DATE CERT. NO. 901– VI PROJECT .� r, *�.*� Q ti ►1y, C #lt WEATHER Ct ENGINEER )(Eke 14 o ARCHITECT (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEUMASONRY — OTHER _ RESTEEL ONLY _ STR.ST/WELDING STR.ST /BOLTING CONTRACTOR N4 Qem s (3) ITEMS INSPECTED rikc4 V901 CITY bI- T 11KcViL.A LANNINU UtPT. _ FOOTINGS AUGER CAST PILES — DRILLED PIERS 1 eeu R s« _, SLAB _ COLUMNS WALLS — BEAMS (LOCATION (AREAS) ^ I N E 1 Ti-143 Ci N 1 1:44. L.." . a. T 1 Ii I-u I '1- A I in O N 1; rc a` 19ICPT eTw 1.17-f w I :4 . e. TONCRETE/MASONRY SUPPLIER SLUMP (INCHES) AIR CONTENT ( %) MIX NO. DESIGN STRENGTH (Pc), ) o o o TOTAL. CU. YD. PLACED SPECIMENS CAST 3- IX 1 X 4. SEE CYUNDER REPORT NO. 7 941 YES NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., REMARKS: S l_'TL . �� -401 t ?\ A! 1 K C !T iil C Ic ; k CI N C Q •4 A I, 1� n to %4 1..\\ ► s Q ter . a 1 Vt . C-0 u V.t s c 1 o O 1t NA c li_ A_ r T. M \ S (7 p\ ) k C VL HOURS ON PROJECT TRAVEL TIME TRAVEL. MILEAGE APPROVED BY COPIES TO: h C, 146‘. 1, f V N j 5 r - 12A4430 6-2z- SIGNED: REMARKS:� Iw.L L S t✓t/Pn _fd iij2/ T% Ga/N /I r t,./ /7e if r Q/ ? A4,4 '749! /04/9A/s. � F t f/e1,0s I../Fgf n2AtD.e By A A rvS /14/A6a c 7 fiFD /4/426,04e; c s ,r. T/ rieD /n/ G1!A7 G46.(` I,f//5GD/4/G HOURS ON PROJECT, TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: bC / 1 F.) ri ( +1 � j FT- T4,1(.6 D - �--L- INSPECTOR: k"/ " ✓ .�, O FIELD REPORT SIGNED: `. CASCADE TESTI r LABORATORY, INC. TESTING d INSPECTION NGINECRS / GEOLOGISTS K'w'c1-'v'o, wu•4•40M r 5505 tsw111123 MO° tvIRcTT 11051 1118.0517 cows 7: PREVIOUS, NQ 59340 REPORT No. /DATE �/ 6 - / 7- 9 CERT. NO. (` 7 _ 7 O /- V C TO: w,,��11 Q / ' 6, 1 PROJECT s7-.4r FAtael CG,4ii0 LLD‘. LOCATION 6'?43 •3 Sea rWc 4'7 / & V.0 BLDG. PERMIT NO. u Cro3 OWNER /� //�� p� /" C i3 d X Q y 9 WEATHER PT C TEMP. AT AM -`�-� AT PM „�,��A�1, �, 9 J ENGINEER N &Lso Al/ A60 /11.211T II;r11 \VIi R ATTN: ARCHITECT fr1 G 4 JUN 25 19 gp i 1 cITY Ur T uKvtil-i n CONTRACTOR M ,8. Cra 7 INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY . STR.STIWELDING OTHER STR.STIBOLTING ITEMS INSPECTED ,_ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS PLANNING DEPT. SLAB _ _ COLUMNS — WALLS ._ BEAMS — — (4) (AREAS) A V .4AJd P tArf /4/i .T7UD.S % S• S. A, A/07.1 e ../ /POa/ F. 9.4,e /4 / 17 /7/L" L/.r/.4 5 c ,9, CONCRETEIMASONRY SUPPLIER SLUMP AIR MIX O. DESIGN STRENGTH (Pc) __ TOTAL CU. YD. PLACED (INCHES) CONTENT (°) SPECIMENS CAST SEE CYLINDER REPORT NO, _ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _YES .` — REMARKS:� Iw.L L S t✓t/Pn _fd iij2/ T% Ga/N /I r t,./ /7e if r Q/ ? A4,4 '749! /04/9A/s. � F t f/e1,0s I../Fgf n2AtD.e By A A rvS /14/A6a c 7 fiFD /4/426,04e; c s ,r. T/ rieD /n/ G1!A7 G46.(` I,f//5GD/4/G HOURS ON PROJECT, TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: bC / 1 F.) ri ( +1 � j FT- T4,1(.6 D - �--L- INSPECTOR: k"/ " ✓ .�, O FIELD REPORT SIGNED: EiNC] TESTING Al INSPECTI ENGINEERS /GEOLOGISTS PREVIOUS CASCADE TESTI LABORATORY, INC. N� 59410 REPORT No._ 11o1Y N.6 fas +.. rx.ncc vw►BwNaroN [ DATE /J - o C 0/ - S n £vr 1)] i f., �!!_°�S J:3r;1 [JUN � � 1990 i _ CITY OF ll:1n/1L,� U PLANNING DEPT To: I'/P. . i3 . eQ /15 7- r 0 c-/- i o f■J PROJECT y-A -Ft. rte, ,/ •.,-. e /n .,v-, //04„. OCATION T 3 5^ S o Li 1-1 C•C-I "I' 6 /1✓cl ' BLDG. - PERMIT NO. S 6 C-(3 OWNER vC f o ?. • OK D �l l / VWEATHER UU%--CAS TEMP. AT AM AT PM K:,"K/rc,...)(- L . crY07 5 ENGINEER /Ue /soti / /3oci rUcct7t s ATTN• /ARRCCHIT ECT 1/11 6- A Y CONTRACTOR itY1./3, C a''‘S% . (2) INSPECTION PERFORMED — RESTEEUCONCRETE _ RESTEEL ONLY 4, RESTEEUMASONRY _ STR.STIWELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED FOOTINGS _, SLAB — _. AUGER CAST PILES _ COLUMNS — DRILLED PIERS -X WALLS y" vi..14'4...- — BEAMS — — (4) LOCATION (AREAS) L ' L: k r ( i D • 3- TO G LI tit-7- (n 1"' ►i Ta Ac YT" `: cY A d. s--C. 0,, \y L, _ crr above. e--Ica r - . r -, A; NJ ek,i-exn,r c. _ (5) CONCRETE/MASONRY MIX NO. 70 b VVL 1 : 1( DESIGN STRENGTH (f'c) / 5(0 G SUPPLIER ,•To 17 : X TOTAL CU. YD, PLACED SPECIMENS CAST S 'A 'KC( SLUMP (INCHES) P/N S4% C., SEE CYLINDER REPORT NO. S C""/0(..7 AIR CONTENT ( %) YES NO INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT, APPROVED PLANS, SET NO. —ITEMS REMARKS: IJO 14._ ; ^ Yt t C . ti 1"nJ L/ ar /' i.,J , f, _c 3 Sx plc. rlf r l U . t% d& (2-ft, C1 n lit 46 G- a 1-, J , /`.0 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY C - INSPECTOR: COPIES TO: c_ •rnaP •mom -Tuao FIELD REPORT ,L� SIGNED: /.' ,1M CASCADE TESTI LABORATORY. INC. TESTING 9r INSPECTION _NGINEERS /GEOwGrsT3 PREVIOUS N. 59411 REPORT No. 1ati1a N.[. tae... [ _ Krct,n^°` vv�s►waTON aeon• i -ING I DA E CERT. NO. 0 / - s---) P C VC/11MT i n JUN 2 21990 i CITY 0E, I uidNILA PLANNING PR JECT s A-44. r,o, r.,•.• C IA: c%-... i3 /04 5 . L ATION C■ 35- SOLrt-h C(/►pu- b/ . _ -- DEPT. TO: _r-Y-\ LJ ecsyl n 1 I1"-IJ c--1; U (J B DG. PERMIT NO. 0 lX 3 OWNER f• 0. 6 v u 3 `I + l P. 2 � WEATHER C TEMP. AT AM ) tJ n /\ AT PM K : r K I J Q, Li en _ �7 'I C 3" 3 ENGINEER /U I- II a � / acv P047 , ATTN: ARCHITECT n ► HI I Cf` /� CONTRACTOR 1 O\ \. lO). e cp,---, ,s7". (3) ITEMS INSPECTED _ FOOTINGS , SLAB (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY Y RESTEEUMASONRY _ STR.ST/WELDING — OTHER STR.ST /BOLTING AUGER CAST PILES _ COLUMNS — DRILLED PIERS .X WALLS BEAMS — — (4) (AREAS) C'�h* VA , r'{ (") r1 JAI l0 d" {/. Z 7'o C l04- 3 ?Zf A A 4- 5 S. L/ir L)k/ VAr'_ (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. .i YES NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO.. REMARKS. Aid R. i n C ; T n.J Lin U /l c e /. 1 c a a. (,4 Li A T• , A nl dk G- C, , rIL_ l._, U cA I'p) A-C C u /.04 An ( -f-�+ Af P e� HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIESTO:M8C. -1161- 'rn& -mo.SF- Tui.d0 FIELD REPORT SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12910 N.E. 126r.. PLACE KIRKLAND, WASI*IGTON 96034 EVERETT TO in 2 2X) S 7 (2061 823.9600 (2061 239.0817 /o az/ 78083 —oS / RECEIVED CITY OF U .VJII.A J E;1. 0 5 LA ATTN. PEKM F CENTER THE FOLLOWING WAS NOTED: FIELD TEST DATA L7 T `11/2%— SEE FIELD 4-5,7 23 REPORT No J N2 59892 DATE CERT. NO. PROJECT 7777179- 242-41/1 (� -s1-1 rn-f de 7L)T3s7/ ,5- LOCATION 86 3 ,sow7 i�fz�.3�T----a2 /7A-aZ'" BLDG. PERMIT NO. ■379 4 3 OWNER WEATHER dCir' , ) TEMP. AT AM AT PM ENGINEER ,t' XS o-it) , ',Q .) Ater -- ARCHITECT CONTRACTOR - 7 /-%7 7 ti S> TRUCK SAMPLED 3i6 TRUCK TICKET No.p.V-y/ TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /: �/S�icAv/>7 - 7 7 C.A. - 9 6a 7 5/! joy° S q 8.3 s (,..,O.QItA.41%IY , 6 - 0-T TOTAL (L. C. 13)-41' 6'7 3 i e) 6 - a- -8 ( 16.° '7p30,o ¢190 -3/ /4- - / -%o L - 7 7 Ay COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD 020c.rr X14 /11. DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 6 s- ,13 p STRENGTH PSI f SET No. FA. 7..1 q 0 - 7 7 C.A. - 9 6a L8b0 WATER 2_lo C7 / J , 6 - 0-T TOTAL (L. C. 7 5P46 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI f SET No. (o G 6 -/- so - 7 7 ''x &i g 9, 1 (0•- L8b0 3/ v 7 / J , 6 - 0-T ../.53 ../.53 (L. C. 7 5P46 ..?97-6 44.5-90 3 i e) 6 - a- -8 ( 16.° '7p30,o ¢190 -3/ /4- - / -%o L - 7 7 Ay 560e ) s90 3/ i 3 G- ). �6 1 Z"1 �o 3 i/ Lf f G- �5 z8 I r S.C. 0 71 l G PRODUCERS: CONCRETE •s u� e■_.),/ CEMENT1/°ki---Z EY r CU. YARDS PLACED 9 cf? r *4 fir`-' AEA ADMIX. CAC12 % DESIGN STRENGTH 2117.0e) 80 « PLACEMENT AREA & NOTES r ✓19 GL. Gc-1-4 INSPECTOR: /�� .f/ COPIES TO:Clag(. "I'?1C7�•1� I\ -'�'� `�F • i UIC1=i� T� CASCADE TESTING LABORATORY, INC. TESTING a INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126?.. PLACE KIRKLANO, WASHINGTON 99034 EVERETT TD ,(4l. e. n) /U5-7/44<6'72c;/cJ }? t. Boy -gri/9 (2061823.9900 (2061 259.0817 /e/R/t LA I / /JAI co �3 RECEIVED CITY OFTt!.;V {VILA ATM .1 t1 1 . 0 J 1J'90 11'Efiiv THE FOLLOWING WAS NcTED: Gcto,* SEE FIELD REPORT No N9 59977 DATE .4" //-, - 4/V/4-0 CERT. NO. 9v /- 57 PROJECT �% �-><TF % y.7M e2 II/A-/ l E.ti7r r LOCATION .4'435 ...5-cc /7H mac' /VT -R .5/ uv BLDG. PERMIT NO. _,5"g63 OWNER S7s/T2" #A.P/- , WEATHER /47/(77-- ` J/? / /1 01,1401" TEMP. AT AM 6 0 AT /D•' JC. PM ENGINEER N/Z.5.O.) — ? ( )t.e,ev .46 4- 5 ARCHITECT 2-1C CONTRACTOR /4-1 A C4:9 / /JT2--gl/4 % /o/V FIEL TRUCK SAMPLED 3 133 TRUCK TICKET No. c o C/`7' // TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR a:51.) 7:;704 ei>« /6 . o C.A. 66 J 67 3 l ? L, WATER a6v 171 IS .o -76z.00 TOTAL -3/7) -i -' 1 25 b. 0 1X00 .50 Fo COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ,_C STRENGTH PSI SET N0. 3 L 7. 5 FA. 2 / ;p ei>« /6 . o C.A. • 7G D 1 3 l ? L, WATER a6v 171 IS .o -76z.00 TOTAL -3/7) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 3 L 7. 5 t5 /1./ - 1 I ei>« /6 . o r yggaa 3050 1 3 l ? L, 7 ' X ,2 y IS .o -76z.00 -� -3/7) -i -' 1 25 b. 0 1X00 .50 Fo PRODUCERS! CONCRETE Oh`!- (L)C4 CEMENT AEA ADMIX. CAC12 PLA/C /EMENTT?AREA & NOTES �// / / / 7, it' 2 . '�` --/D 3 ,._,„ / 11/�..�o c: /i�t /eh re, el r o -L �7 / TI.0An C-' 7 �,. V e/,e Cl� .2, /7 9i CU. YARDS PLACED DESIGN STRENGTH 2 C:c,c, COPIES TO! M�J.: - (-11(2)F 11 z' J- '.,r - t caK) INSPECTOR: SISi1VED: ,, AtG 2 1; 3.7 12 r -rt., E t T t L CASCADE TESTIN\ LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.L''. 120.. FLACE vy PREVIOUS NO 59414 REPORT No. ATE .. 2 7 .. ?U CERT. NO. 9 off- 5 KIRKLAND. WA91.4INGTON 9003• C2061623•MD0 9 L 6VERCTT 12040 259.0e 17 RECEIVED CITY Of TU;,WILA 1 !J 1990 5 l IJJU PE:FiiVIIT CC-(JTER TO: . g C Or 5i('c) c_.-t ;cSY PROJECT ...S rJ L .CA / nw rA ■ i-% & d LOCATION 62 D 5- 5 . c<4- (3 (ci d . BLDG. PERMIT NO. C362,3 OWNER PQ, sG g I ( WEATHER TEMP. AT AT AM PM (k(c (t,c,I L A. ?2& ENGINEER ATTN. ARCHITECT CONTRACTOR I'vl.5. Ccrn.5 (2) INSPECTION PERFORMED _ RESTEEUCONCRETE — RESTEEL ONLY RESTEEUMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS — AUGER CAST PILES — DRILLED PIERS ( / '/ iiC.lflk_A-i- _ SLAB COLUMNS WALLS — BEAMS —. — TH '' �/ 7 CA (LOCATION (AREAS) n: }g, (.-C.Th Ir // r n (-) Loy I ' ��S cr� L n.C� 1 AID -off T� .• rrr (7/'( V(1).(2,.er AbC)Ldl cArct s crc� olS &N.-fr. 5 : olA C/ (5) CONCRETE/MASONRY SUPPLIER MIX NO DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT SPECIMENS CAST ( %) SEE CYLINDER REPORT NO. . YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ _ REMARKS: IN■ct, p, ( L✓ A ft 7': - L k Pk T d( • 1' i v ✓rc Cr-FN ( - (,.i C b b ; ,. f4 /s a f)&- '4rir c vA. f (A �s . HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: f i i1('`" C._ ,� "' 1'-N ' hicz. T -C \: 2 • -''7 r � INSPECTOR: FIEL REPORT P ih cA N. L CASCADE TESTIN& LABORATORY, TESTING & INSPECTION / ENGINEERS 12210 N.E. 126rw PLACE INC. /GEOLOGISTS 1206/6123-01620 12061230.0617 e� PREVIOUS REPORT No N2. 57832 KIRKLAND, WASHINGTON 0S03• EVERETT RECEIVED C I T Y O T U L A .1 E_1 L. " 5 199t) PERMIT CENTER /1 s f i 0 c -T . 0,-, DATE ( - 2 7 9 v CERT. NO. /v ) / - j� � 2 TO• 1/ i t 3• PROJECT S .i. r\-4 t- C fl ( /"‘. C IA . r--, LOCATION 3S' Sou cr`,‘4pl b ('d , BLDG. PERMIT NO. 5-c 623 OWNER P.c. go x- cl.Y5 WEATHER J LI-\ TEMP. AT AM AT PM eklp&c)l L)s_ ?Ko8 ENGINEER ATTN• ARCHITECT CONTRACTOR /� YY\, rs L`cs„, 5T. (2) INSPECTION PERFORMED _ RESTEEUCONCRETE ^ RESTEEL ONLY RESTEEUMASONRY _ STR.ST /WELDING v .( OTHER ' U ("4,.. f STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS ". Lit A..Ac SLAB _ _ COLUMNS 1 WALLS BEAMS — — — (L OCATION (AREAS) 6-- A -04 T i A S I^-a` L. ' CM G..., H 1 1 1 /t,..-% p Td LD l 73 N.,-... { /\ Ll 4.. 01 f ,' S d LJA (I C r Av■--4 fro C / S7,I.r- Irk.i' /= !'\- a•rc.,,.r:` L._) 11, (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (f' TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( SPECIMENS CAST %) SEE CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ _ _ REMARKS' pa 6-A. -)1,-f -k4 4 A( I 1,../ a I I -ncs , p l,A c.) z,Li A( c -� gyp, alit ((A_A, s , (PA. (s - c., dab ; &? p AC e, HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: M 'Y'P.( ,mF F I() FIELD REPORT T CASCADE TEST" LAf30f�ATOFiY. IN. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS KIRK NE , WA1 PLACE KIRKLM4, WA9. GT'ON 9003 12oeIe23•M00 PREVIOUS No 59413 REPORT No. `t L DATE Le - ;� + U 1 CE/RT. NO. 9 0 (.. S -1 EVERETT 1206) 209.0817 L..- IQ ( '/ �3. �� _11^ v�-� ; T0: (� PROJECT r 54- /IN 4L. kA/ C ih./'N 11) (c/f� LOCATION LT .5- S o L)±4 Cx" 1 ge (a l,) of . BLDG. PERMIT NO. S G- 3 OWNER P.0 . go K "AY Cj WEATHER 5 v n /\-�%" ___,._ TEMP. S AT AM ' 1 AT PM � ENGIN ER \ ; I ,: �,.1., ,'1' ATTN: ARCHIT CT \JUL 0 5 1990 CONTRA TOR ' )1:0/VILA KY.\ . - (C.5)-1 ST'CPT. (2) INSPECTION _ — PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.ST/WELDING OTHER yi/ C:LnMI STR.ST /BOLTING (3) ITEMS INSPECTED — FOOTINGS _ AUGER CAST PILES — DRILLED PIERS (1 e(' 11(&'Q'"‘..-- _ SLAB _ COLUMNS = WALLS — BEAMS (4) (AREAS) "C1 A : S I`- ^ ra A. C•k_- Pc 1 I - (5) CONCRETEL SUPPLIER SLUMP AIR 4A____ = Y MIX NO. Q 0 b DESIGN STRENGTH (f c) / 50 0 -3-0 \ TOTAL CU. YD. PLACED "' (INCHES) CONTENT ? IA "4 ; C.- r SPECIMENS CAST % ) -I ` o ) (%) / S SEE CYLINDER REPORT NO. `-t' d 00 YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ — REMARKS: .L (_ Pc S ka -•'f- !/h.� 1 A I ^kJ A l/ 1-:(5 U,5C..Ot 1 '- /rCC O ( f,4 S` 1-L) >19e (c / }' «(&..t5. 9 G K- 7 V 5 -�� iff rov,L i /A Ns , =• fikCCQr0(1v.G� HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: . lam[ ( /Le/v-1---.. FIELD REPORT L2 T TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126Tw PLACE KIRKLAND, WASHINGTON 9603A EVERETT 12061823.9800 12061 269.0617 6o4 gee) RECCI''FD ATTN• ,..,...,_,. .111,1 I), 5 1Y)J THE FOLLOWING WAS NO EO: -// FIELITTEST 15ATA SEE FIELD 5 7 a ^ �•7 REPORT No N2 59976 DATE /40 - 6/e / //4) CERT. NO. i0 /- S7 PROJECT .n.-7.--/q712--. /A/RA4 c'zA... -T ez-A,:2-.Q LOCATION 6' 35- _Se., 4,7. lCA1� --A' sic //i7• BLDG. PERMIT NO. 5 ' G 3 OWNER _-s-7:47-6- F' 1,e11 -! WEATHER /7l�T l LOGrJ�Y TEMP. AT AM ,J � AT /O Jc7 PM ENGINEER A.) Z. /17/LJ - / j /. A7.0A k ES ARCHITECT ti/ A CONTRACTOR At R. CoAu.51:4) /4rinit9 TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /1;30 5 -' 2.g C.A. 1 lye r A /6° a 56 3 i -7"D 31 7 1 TOTAL -2- 2r j5 1 r S© 3' 1. 6- It 7 5100 1(oZO 7 3/ 73 - COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 sk STRENGTH PSI SET NO. FA. 47 41/ 54,4,,, 5 -' 2.g C.A. 1 lye 3o60 S 00 .._95D I(;k'e WATER 3 i -7"D 31 7 1 TOTAL -2- 2r CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS S12E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 316 r 6 ,/41 6- // ?- a -' 2.g 2x 4 3o60 S 00 .._95D I(;k'e 1 3 i -7"D 31 7 1 -2- 2r j5 1 r S© 3' 1. 6- It 7 5100 1(oZO 7 3/ 73 - 2 K ic (Dv.j 27 a-(.) 3 / 7 `( -) - a- 21 1 % v1`2) Zcf, 1--' PRODUCERS. CONCRETE AEA ADMIX. CEMENT CAC12 PLACEMENT AREA 6 NOTES p(1LLQC9 In Fif 1� K 0 v1 CU. YARDS PLACED 9i DESIGN STRENGTH 4513 �C› n e . C_ Cfoo. n L C /" cj e.— INSPECTOR:, /CL:'Z - y"4--•--'--. COPIES TO: of - " N6- �j,- I uii.( 0 ■� CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 12611+ PLACE K IRK LANO. WASI•MPI0TON 96034 EVERETT TO: 114 CC) AL) �v / ?Ux Ft/5 1200 1523.9600 12061 269.0817 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA 7- SEE FIELD �-�• REPORT No .S / �'- N9. 59891 DATE .S-3 / -Su CERT. NO. ie..) / —S7 PROJECT S7?4 -1-F .`✓r9/2vv) 0 .4.4- /,�+C ec- '2 LOCATION s;'S3 sa�2 t2 �-7) rzrn 34-4.47 BLDG. PERMIT NO. 8•63 OWNER WEATHER TEMP. AT 7,,3 (;) AM IC?CJC-72 C7 /4.3T c....- !..,..__..._e2 o AT PM ENGINEER /IJIy� <d .t. 77CJ , i7 •--Cd "--' ' AIR ARCHITECT 42Y-S-/42 • I I JUL 02199n 2 C.A. CONTRACTOR !-Y/ 7? C7vn>,S (:i"iY�t.. d-: .I ji.,\'J :i./7. (oo `' I/2 ° TRUCK SAMPLED (70/3 l7/ I A TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR e:30600 41406*, 2 C.A. 11 00 (oo `' I/2 ° 30 9Z ��� TOTAL lc, S�� ‘ - ; k F.-76 2 7715 COMPRESSIVE STRENGTH emtu •OA , IT v . ;II T'C17 Mt4 ---- --3 DATE MADE DESIGN WEIGHTS % ADJUSTED WEIGHTS CEMENT / 5/ , SET No. FA. 2 Z 5N • 6 — ?/. d' a� 2 C.A. 11 00 ........Z'zCaO 7~7,o WATER 30 9Z ��� TOTAL lc, S�� ‘ - ; k CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E w_vpHT TOTAL LOAD STRENGTH PSI SET No. .3 & L1 6-;- 3► 6 — ?/. d' a� 2 11 00 ........Z'zCaO 7~7,o 30 9Z ��� lc, S�� ‘ - ; k F.-76 2 7715 PRODUCERS: CONCRETE. (J.—CV? t'n 1 4 r'r AEA ADMIX. CACI2 % PLACEMENT AREA & NOTES /41:74.4ec7) / r- 0 All [.t /— #4•1--A C / S, 'P .2. /.2D / -4G012 S CEMENT-77A -■r _ CU. YARDS PLACED / DESIGN STRENGTH w COPIES TOtI INSPECTOR: SIGNED: CASCADE TESTIN," LABORATORY. INC. TESTING & INSPECTIO NGINEERS / GEOLOGISTS 12019 N.E. 120... PLACE KIRKLAND. WAIII. NGTCIN 000.21. (200)023.0100 E V ERETT (200) 259.0617 TO: • leS t 6 YT� C ^I' (1v'\_ v. .s ck K , v‘K itaND, 1 to8 > ATTN: PREVIOUS REPORT No. N2 57831 DATE CERT. NO. for-- S'1 PROJECT iet' CIA.►v -. b(ac- LOCATION BLDG. PERMIT NU. WEATHER ENGINEER ARCHITECT (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEEUMASONRY — OTHER RESTEEL ONLY STR.ST/WELDING — STR.ST /BOLTING CONTRACTOR wl , C2 . �c 5T (3) ITEMS INSPECTED _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS (-- DRILLED PIERS .WALLS y ->' li t' .e. e- r , BEAMS (4) (AREAS) d-- or:5 C'b- 'r 3. L./ A /Ls s its 2 , as P-ry (5) CONCRETE/MASQDIRY T SUPPLIER \ o 12 SLUMP (INCHES) MIX NO. sc. b P /A5.4c AIR CONTENT ( %) DESIGN STRENGTH (Pc) / c 0 0 ! 2_ 6. o d TOTAL CU. YD. PLACED A.)//k 3- 2.X `-/ /3-L1f SPECIMENS CAST SEE CYLINDER REPORT NO, le c Li 5 YES —� NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO REMARKS: &9f ' `7ctLr. L A- 1/ 77 L5 P/AoiL L ,f1.) Lit /c. Uck 04. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: 0 1\ ; kMf f , ‘rY) FIELLX REPORT SIGNED: lIL 0 21990 PM CITY OP •I /..3 lc. v\,I _/a (2) INSPECTION PERFORMED RESTEEL/CONCRETE RESTEEUMASONRY — OTHER RESTEEL ONLY STR.ST/WELDING — STR.ST /BOLTING CONTRACTOR wl , C2 . �c 5T (3) ITEMS INSPECTED _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS (-- DRILLED PIERS .WALLS y ->' li t' .e. e- r , BEAMS (4) (AREAS) d-- or:5 C'b- 'r 3. L./ A /Ls s its 2 , as P-ry (5) CONCRETE/MASQDIRY T SUPPLIER \ o 12 SLUMP (INCHES) MIX NO. sc. b P /A5.4c AIR CONTENT ( %) DESIGN STRENGTH (Pc) / c 0 0 ! 2_ 6. o d TOTAL CU. YD. PLACED A.)//k 3- 2.X `-/ /3-L1f SPECIMENS CAST SEE CYLINDER REPORT NO, le c Li 5 YES —� NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO REMARKS: &9f ' `7ctLr. L A- 1/ 77 L5 P/AoiL L ,f1.) Lit /c. Uck 04. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: 0 1\ ; kMf f , ‘rY) FIELLX REPORT SIGNED: REMARKS: A 71 r: 1) A ,J 04 �-.J ; /` ►- v SA. A Fr- 10.1.-J- G11V. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: (177',C CcoUt.vt--•-•E• FIELD REPORT SIGNED: IA CASCADE TESTI $ LABORATORY. INC. TESTING 81 INSPECTI LNGINEERS /GEOL.OGISTS 12910 NE. 126*. PLACE PREVIOUS REPORT No. No 57830 ZIE KIRKLM43, WASMP1GTON 00w. 12041023.0000 EVERETT 120419 200.0017 1 (An r (.) C.-/; rJ ItJ DATE CO ' -• 7O CRT. NO. _ 7o (''s TO: ►in ' 3_ PROJECT t r,'- c../A: M .. (617 . ,3-1,44e_ LOCATION ttUc. 5dc Ln41,c 5(r& BLDG. PERMIT NO. sFi L1 OWNER I P. D. bo i�/ s gC -t WEATHER r Oyu/1/4c AN S i TEIiAP: ... AT AM AT PM k', I-KI4.CII/c1 l.-) c, , 9 go-3) _ 08`-( ENGINEER ! JUL 0 21990 ATTN: ARCHITECT v\ (^ A c i..(. `� t:• F..1 i vV i ,_A CONTRACTOR p j_AN 'J1NG DEPT. /� V1rn• l3. [ civ - ?. • INSPECTION — PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY — STR.ST/WELDING OTHER — STR.STIBOLTING ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES —• DRILLED PIERS y// (/C...nAi-r _ SLAB COLUMNS .2 Y WALLS — BEAMS (4) LOCATION (AREAS) . C.* 2.c- A? Un, r' 4. `-41- ci Z • Pk v n "`.) 4 1 / S q 4 TCi `- Tts �. A-176,A_ cr. At'r'tL Ct a c f S C. i `� MO TESTING T NG 9i NSPECTI ENGINBE�ERS/GEO /GEOLOGISTS 12910 N.E. 1ae... PLACE KIRKLAnO, WAS/41.4070N 06034 120616234000 PREVIOUS A, REPORT No. i \� 57231 DATE ^ /_ .. I 9 Y O !!! CERT. NO. b/ 6 ` .. �- i% ` EVERETT 12001250.0017 gj TO: Prl , • .oKS"\'• Zo . cPRRO�JECT , , Q.,_ 1l LOCATION L s 3 5" c e., CiR. ,L\.\.4. o BLDG. PERMIT NO. 4'I3L.3 OWNER G LF. D i Q x O ` ^ T- 1 a WEATHER \, pa I TEMP. AT AT AM PM G. C r .l r1/4. �\\ \ k!4 ENGINEER ■ 142' I SON ►-30U rc_C k. C. CsS )Q ATTN: ARCHITECT �y� (� 1 L. �!. &, - f r j ...'p'111-1 I�?�'�riLI�I`VI CONTRACTOR tti ___._____- .._._...• ... -- ri ,', C.:0 & °wL (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY STR.ST/WELDING OTHER STR,ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS MA1.11 lV Ry \\ t *1 1Z 0.21ao0 CM' (_I 1' I „, i :\V V i L A WI- T' -'- _ COLUMNS — WALLS E K. — BEAMS — -- \` (4) LOCATION (AREAS) • , C_ f%‘. a \ 1l .! - .. - - - - l _ - _ I kT ---1%,R r �' i U I 1 ,.c C_ �= ,z o 'N. �) �� 3 �►1 R� )K c. " �_" A..16 Nit c ) cz, 3 ,•s,,r) ?.M op 11-r-cE a Pc_o,,,∎ 1, ISa 14 0.... i \ rt. 1, 1 ,K x F. y. (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (Pc) 1 V Q 4 1 . k^ TOTAL. CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( SPECIMENS CAST .1 t 1 1 . r .Z X 1 X 4 %) SEE CYLINDER REPORT NO. S` 17 4' 17 U v YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., REMARKS: l rc S L k-1 t i� i = L, L c-,r C� 1.tm 11 �lo\�2ONIC 1� ?�4o�S i� L . QsZsZ S 1ZV P4. o j_ -I N t l'R ) t e t A. 1! r) � O IC a L 1 S 12 1`"-) n 1L 1 •R S I, Yin p C. S, HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: �, (, OAF) r (7 , 1t',_� FIELD RE R T SIGNED: - _I C TESTI LABORARTORY. INC. TESTING IASCADE & NSPECTIO( ENGINEES /GEOLOGISTS PREVIOUS l 273 REPORT No N2 59234 1 I110' 5 13•11P ',Lc. liOt.. P.1....• ..¢ KIRK LMG, VVAS1iNGTON DOM4 MOS823•MD0 DATE 4 - .2/ - CERT. NO. / O /�. �O r It Ve.NCT7 1206) 25•.0S17 ���JJJ TO' /e ro t'iS/ PROJECT 5- Tigir FAserA 04144414 Chest/ r1 -`7), LOCATION g 834- LO 771f qE7/7& L up BLDG. PERMIT NO. L6-8 4t ? OWNER WEATHER - C,LG'7}12. TEMP. AT AM S2° AT //2: 3 d'M , 7 O , 7-3.O,Y 8 c ! ENGINEER CcrA/ _T3crv-R, .as .i //?ilaX3sV/7 / /�A • 7,70dt3 — v 8<l ARC HITECT ��4� [I� �� L�_ 1.51 , _1 , 1 ATTN: CONTRACTOR rn:,c3, CU,t)r, ITEMS INSPECTED FOOTINGS - _` " " "" " °" JUL 0 21990 CITY ',. •I _ik .v,_, ( A Pi- /1'•r'Vpil(ti '-)t=.P INSPECTION PERFORMED _ RESTEEUCONCRETE ._ RESTEEL ONLY elESTEEUMASONRY ,_ STR.STIWELDING OTHER — STR.ST /BOLTING ._ __•. r _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS C LLS — BEAMS — LOCATION (AREAS) Uc71.yi W ,s1790r (' TO C •S 6N Z i 2 7-4, 3 (.7., ! / br y 1 L /x.T IA /° J".. 4.4-2= ,IS-2 Oa; 0 • ver RNe? --y2 P N: s/eCr) ? re; I o A/ co • i'34aIcX is 4d.-. ..,s? L4 TO CS 6 0.0 le 31 Fi - re, yD iv i J. v, i2e'e,) os74}4 l AI- A— ra 4. I ; . r r° Si CA) r- (5) CONCRETE/MASONRY MIX NO. tr&R AI) sl DESIGN STRENGTH (Pc), ) 8 0 TOTAL CU. YD. PLACED SUPPLIER SPECIMENS CAST A - _2 X Li SLUMP (INCHES) Gt,O ki< )4.I?.LC" SEE CYLINDER REPORT NO. a od o 0 AIR CONTENT ( %) . 'TES INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _NO _ITEMS REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY I� 1, INSPECTOR: (�1 COPIES TO: 1 C } f,f l } - (�--� , FIELD REPORT _3C/ , � 1.•�K, � (( SIGNED: FORM NO. CTL•890 CASCADE TESTI LABORATORY, INC, TESTING & INSPECTION NGINEERS /GEOLOGISTS PREVIOUS REPORT No N! 59235 I111i1 J 1(711a.APC, WAS►vvGTON 2 334 120616234600 DATE ^ :22 .. yd ! CERT, NO. CM / -�'7 ` C/ EVE'RCTT 1206125. 0617 TO: /1B C'Q.t/ sT - PROJECT sr. - ,4Ose n (fL4. -:11 eau ° LOCATION 61536--" co('-rf can-m1 RZt' BLDG. PERMIT NO. .....0-86....7 ....0-8 63 OWNER lga • .COQX 94/9 WEATHER 4Uz�!?C's4 -d7 ( TEMP. AT - f7,i +,_pTT77, m_ /e>/e/el- 4.1/.", .� 4 . 9R0 &3 - 08 /} ENGINEER 1 . ..„ it, 11''+ Joov-" , «CHIr � ATTN: CT ARCHITECT JUL 0 2 1990 /9 1 . —_.__ CONTRACTOR Ci {1' t; r I JI \V'4t../ -■ INSPECTION PERFORMED _ RESTEEUCONCRETE — RESTEEL ONLY TEEUMASONRY r, STR.ST/WELDING OTHER STR.ST /BOLTING ITEMS INSPECTED _, FOOTINGS _ AUGER CAST PILES -- DRILLED PIERS SLAB _, _ COLUMNS �LLS BEAMS -- — — (LOCATION (AREAS) /7.4e..r k 2. .4,, /cfJ.tp t /ia/bd ) s /.L 4' 2 .,3 Tv 2-G OMi . .L', ji /x7' /Z 4 j=' L /n%,,.a- l'= /'iI/ ' 4'c . /. B /, 7W ,. n] 2.7-k, . 7 0714 C ti C Imo' C. c— GA.) 2 10/'1Vo:%010 1 4'7=ovr LiA. _7 d7-Au41 -Tt97) L? ed-- CONCRETE/MASONRY MIX NO. `ro t? /11 1.14 DESIGN STRENGTH (Pc) J R 0 C SUPPLIER TOTAL CU, YD. PLACED SLUMP (INCHES) L..; goa iL14d L,& SPECIMENS CAST ■3 AIR CONTENT ( %) SEE CYLINDER REPORT NO. 6- O00 I YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., — REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: '(v X _ / A `1� / V \r'( - - 'j; iE tr ...)c( SIGNED: FIELD REPORT T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12010 N.E. 126tH PLACE KIRKLAND, WASHINGTON 96034 EVERETT 12061623.0800 12061 280.0617 To C)Y 1 I , , \)A , ci ci(C1 ATTN' THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. N! 57467 DATE L- 1g& -9a CERT. NO. gol -.'1.I PROJECT ZttZt rArzr\CIkI Qk.1 LOCATION BLDG. PERMIT NO. OWNER WEATHER C.1 I, TEMP AT AM AT PM ENGINEER N L'/ S a Iv J o m M •. ,, F)u1 fl, FA. ARCHITECT In , C , Ja , .S- 3C) G' J/St 1S cur 1i3 . i- /I yy CONTRACTOR Te WATER JUN 2J 1990 I TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 9'3(3 F)u1 fl, FA. as0.1, .S- 3C) G' J/St 1S cur 1i3 . i- /I yy 1 Te WATER k.sk I TOTAL COMPRESSIVE STRENGTH BATCH CrOWWFUR 1,OGI 1%)(Rd DATE MADE --�.. MatL ertl dESIGPF LAN WEIGHTS r4,1 Ni .) I.)r:Y1jbLSTED w'E1GHT TOTAL LOAD MOIST CEMENT ` SIC 1.-, (i -z5 FA. as0.1, .S- 3C) G' J/St 1S cur 1i3 . i- /I yy 1 Te WATER k.sk I TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 411 -13 1.-, (i -z5 7 4,-,,,,lx I. .S- 3C) G' (C4, q i- /I yy 1 t 7 -/ G .D : I • PRODUCERS: CONCRETE 13 x AEA AOMIX. 1�� \ PLACEMENT AREA & NOTES R L. �]C 1 A C 1, N C� O 1`r 11 IN t y r \ €. \w 4` 14 CEMENT CU. YARDS PLACED CAC12 M o TZ *1 ,. DESIGN STRENGTH ) iiCsO y� L .*. L t N c as tow in C. V SIGNED: (—E CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126r.. PLACE KIRKLAND, WASMV. GTON 90034 EVERETT TO: /�i B r /i T/Q/t> /? v L3r,X 2 /9 12061823.9000 12061 299.0817 /S B-7IsZf1/L L? GJA 9T.0 63 ATTN• THE FOLLOWING WAS N E0: � ,, /lie FIELD TEST OAT SEE FIELD REPORT No. 7/9.3 N2 59253 GATE 771- -T /.2y /9r CERT. NO. Q(7 /— .")-7 PROJECT cp.i f7A ,4---Agivl l_'Z.AJAI 2 LOCATION t* _3.6-- �CDL.rr C7,' /3( v7.. BLDG. PERMIT NO. c'.-F3 OWNER C FTC .-fir WEATHER ad-7/?7 C_../ 0L /L�" TEMP. /`O AT AM~ ba AT / /'e:;vPM ENGINEER AIR /I :.? chid a'. L,..-fr;t_ -Boar 1/ Sk ARCHITE CT 66 WATER x/30 fill! l' Ill TOTAL CONTRACTOR JUN 29 1990 /-1 C R. /?j) ffirT /(D b6" TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR /I :.? chid 7 L,..-fr;t_ -Boar 1/ Sk (,2d 66 WATER x/30 ■ TOTAL 2y b6" .67 (.7 67 CO 3aGa a?? 4, 6/Ai, 2$ 7 1 (7dQ q ZOO zcY'70 l L4e) 4 z 2-797 COMPRESSIVE STRENGTH CYLINDER NUMBER BTCH 4Ajl, ESIGd1 -,- WEIGHTS ffr l' :1 4:- MOIST '1(Wi,VI\ r -hill. LSSED , WEIGHTS SIZE „, CEMENT / Sk STRENGTH PSI SET No. FA. Y _54.1... / 7 L,..-fr;t_ -Boar 1/ Sk (,2d l G iU WATER 1.? 'TS” TOTAL 2y CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE „, TOTAL LOAD STRENGTH PSI SET No. .i-Ty. /'2 9. G /5r 7 2x 4 (,2d l G iU i 1.? 'TS” 674t-G 2y 67 CO 3aGa a?? 4, 6/Ai, 2$ 7 1 (7dQ q ZOO zcY'70 l L4e) 4 z 2-797 •6fr a ?” 6 /9-A z? 65-66 ZQ 7� PRODUCERS: CONCRETE CEMENT AEA ADMIX. D C� CAC12 % PLACEMENT AREA & NOTES /'r6LK 0 ‘�C G "er.2,rs".. 1,'nG5 S ff 6 li L, k . CU. YARDS PLACED DESIGN STRENGTH en �' �.� 10 ' INSPECTOR: COPIESTOa11C1 )L �1"Vlhj� -IT\& — "'Ye 1.161{( f - . SIGNE 01 CASCADE TESTING LABORATORY, INC. TESTING Be INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. I26T. PLACE KIRKLAND, WASO4NO ON 96034 EVERETT TO: 8, Oi(%S / / j7 /IG %/ ©A f?!J, E3rax s y 9 12061623.9600 12061 259.0617 , /,Q.,eLlg/(} /4_4 7 eo gl T ATTN. THE FOLLOWING W NOTED:{t.. 1' -703q FIELD TEST DATA SEE FIELD REPORT No. N9. 59970 DATE I CERT. NO. � >u - 9oi- 5 7 PROJECT �-T'"F C* /UTL -le• LOCATION �ouTy z:7e BLDG. PERMIT NO. OWNER WEATHER dal.? Clow'' TEMP. AT AM / 156 O AT /� O' PM ENGINEER NF /sv 1J,/306Zep. ARCHITECT CONTRACTOR 111J �llr'Il\1i'��`��r� t ? [JUN 29 1990 Q COA /74,J - TRUCK SAMPLED 3440 TRUCK TICKET No, Q 6 p 6 7 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 5 2,1 6 /5 7 4,,'/X 55 IC0, 0 7 Z rod c( 5--30 1 30 o f 06- 4 2 1(D C> 7 (roe) 1 1 00 a- 6 ��- ( z s `i' 6' 2_ S-0 -5'9 Co c' COMPRESSIVE STRENGTH DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT FA. C.A. 58 2 Igo' 960 WATER TOTAL 260 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 30 o © 5 2,1 6 /5 7 4,,'/X 55 IC0, 0 7 Z rod c( 5--30 1 30 o f 06- 4 2 1(D C> 7 (roe) 1 1 00 a- 6 ��- ( z s `i' 6' 2_ S-0 -5'9 Co c' PRODUCERS: CONC RETE—."✓/e-i--e-lu,1 AEA - ADMIX. - CAC12 % (�1 `1 PLACEMENT AREA & NOTES PRec._et° 1N._ J1 c,. ► 1 ilCk` iN ' •k C3 P tI 4 k P_I..i"�IL e. I.LY.eI1S� rr e�K Ffr %r // tr. r 11 r w T, &1, /01. 5[7,..21 gL. // /off !!�T/ t�7�L� /Ph4J�rA! QC /Si� /J_ 4 /!I S.L4 4Caf1 /� ��� Iii/7 00 1 /.tar 2 -F1',n. --, C. c 'tO .6 - .rlt1 /,., .. CEMENT CU. YARDS PLACED DESIGN STRENGTH INSPECTOR: COPIES TO: cl\e1 .. -y'1- 'C li' iVg •=.3F' 7 42)er) (L• •' I SIGNED:l�� T CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126iH PLACE KIRKLAND, WASH►NGTON 96034 EVERETT TO: M • E. c_msi u.C. 7 1cc►■ P. o • C3c'x 84c? j<ERKL4V.D r tAMI, (206) 823.9800 1206) 239.0817 ATTN• THE FOLLOWING WAS NOTE 11✓ 1x FIELD TEST DATA SEE FIELD REPORT No N2 59250 DATE /--7? - ,-5/7.5-' /sv CERT. NO. 90/- 5-7 PROJECT .5 -TAT fi i 4'J ?r-t CL../// t-/ c&-iur -A LOCATION 4 4,?35 5O(.../ Tom" C674)7E? 134. /JD BLDG. PERMIT NO. ?.4"3 OWNER STA7 E FART -t WEATHER P R . C_l.c)u DV TEMP AT J --- �.-.- 7-- -,14 -T -==— -Pla- ENGINEER n'.Er�50�/au4RI�A6,E AIR 1�1,1�i�. ;: / ,� � LI ��JI`�t . [1 I ;1�.1 ` '- '7 ARCHITECT I /2 6k< JUN 29 1990 -700 ONTRACTOR 1LL a3. <n )ST Pac_ - . ... � i11 1,V 4 I to ..,„ G -A TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR Il''15 '= 11.,'c.1 '7 L■,.w.C. Ozer. I /2 6k< I-600 -700 6 2: r5 G -A TOTAL J 10 6 7° a�or � r-ee 2 3 c16 17 0 6 6 W/ COMPRESSIVE STRENGTH ( BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 6e, STRENGTH PSI SET No. FA. 24 S► ,.as 6/ '7 L■,.w.C. Ozer. I /2 6k< I-600 E �1Z' WATER L, ED.svk1 G -A TOTAL J 7000 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET No. X F 0 3 5 /zS" 6/ '7 ;2 x �{ I-600 E �1Z' .Z ��o y G -A ��, 7000 2.2 3 ) a�or � r-ee 2 3 c16 17 0 6 6 W/ 7 6400 l 'l z 0 z )., FO 5 6. - a -25' 4 7 (De 6 2 44 Z-D PRODUCERS: CONCRETE CEMENT AEA ADMIX. CAC12 PLACEMENT AREA & NOTES 1 1604 C['74' - ?f7• �YT �.Jt// e // G /1/ In 9L II CU. YARDS PLACED DESIGN STRENGTH /V \ INSPECTOR: COPIES TO: C11iC� 1 '.'Llr16(:: r1r� i .- �� • / L( /cis'a e.,%/ SIGNED: aee T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126T. PLACE KIRKLAND, WASHINGTON 9003• EVERETT To 422 ' 'Z • C7O7t)_5 i ?�• fox 8Y5' K/kKL-A- A/.0/,14-1 X8083 (2001823.9600 (206) 299.08 17 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No ∎. 001 N9 59890 DATE Lr"•,3d -S e..) CERT. NO. 20 i -5-> PROJECT ,...5-779.9" F/9aewl 0.414/ vN e )l. . LOCATION d 6- ,se vTJ er74 -7 UNIT WEIGHT VEILD ,,' v2 UA.v.o BLDG. PERMIT NO. 5863 OWNER WEATHER i0%a7 i�!_av/?f/ TEMP. AT g.,6.-0 AM lS �° AT O �' PM ENGINEER f/4 SA/ .C.) ARCHITECT /( 1Cd1 . ._..I.______._.__- .-- -•',_. .(ITI[. 11 lI1 0 4Loon CONTRACTOR r'J0..5 • JUN 291990 100 / TRUCK SAMPLED {tee m IK TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 7. p eiOrkthrLo /* FA. ;.2A 5/F. 4Loon 80 L_3O V 100 / WATER z8 6„7,0 660 o 2- -7, - Z S r s- 6 45rei _ 11430 6d-- '30 3a _3o 6,/6 7 103( j COMPRESSIVE STRENGTH B 1� TCH A' 1- -yAR AGE , DAYS SIZE E SIiG : -.A T TOTAL LOAD r} U kLTS_ CEMENT j S/' , /� 616 FA. ;.2A 5/F. 4Loon 4l ✓Nt' C.A. 1 5,< /� 309.. 4r / WATER z8 TOTAL 17 PO o 2- CYLINDER NUMBER OATE MADE DATE TESTED AGE , DAYS SIZE WEIGHT T TOTAL LOAD STRENGTH PSI SET N0. 3o of 7 ,s--2 O /� 616 7 Z. 9 4Loon l ycQD de:11-Z- 309.. 4r / C41 z8 5. &or) 17 PO o 2- -7, - Z S r s- 6 45rei _ 11430 6d-- '30 3a _3o 6,/6 7 103( j G% ze 700o z �•'cY '30 3 ( 6 /V? Zg T 6 9 O Z 2 d•G PRODUCERS: CONCRETE /T- /.? /1/1 CEMENT T"i. T 2 3 /y XQ Lfrkri AEA AOMIx `� ~AGrKCAC12 PLACEMENT AREA & NOTES C _ CU. YARDS PLACED DESIGN STRENGTH. f0 d (�,1 INSPECTOR: COPIES TO:-1 • M 1C-ll' -OCT i- -fY 1L - 'IV • )`Ci ' -FL S -..5D •1/ CASCADE TESTIN% LABORATORY. INC. TESTING & INSPECTIOK, ,VGINEERS /GEOLOGISTS PREVIOUS R REPORT No N °_ 59233 1. I 1211; .Z,w13 ..1 0,. 1012,•90 DATE L / -z U CERT. T. NO. 9Q/ �7 TO: EVERETT 12041 259.017 VV /%/ n� CO /1) $ - - PROJECT s rOx-i ,F/ AZ,¢v:14 c- ,w- xirL4,n LOCATION BLDG. PERMIT NO. `J d J°J OWNER O - ,7 )O)C 8e-i5 WEATHER -CLes L TEMP. AT g'45 -AM 6'7 O AT _ PM ,/ - �/.:/vi b) A / O Ue3 ENGINEER ,- - _ GS4612Se-,) ,Z?r ..,. j V C \ ‘I\ ��� I ' ATTN: ARCHITECT1� y • 0 y) CONTRACTOR ?'1-_,e?' el' S sire ()I- I L)KWILA (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY TEEUMASONRY _ STR.STIWELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED __,,,,–.. _ FOOTINGS ._ AUGER CAST PILES -- DRILLED PIERS PLA•, . ! _r3 r ,.,,,,... --- _. SLAB _ COLUMNS WALLS — BEAMS — — (LOCATION '/ 3 • Z p->'J 'AO J ,r-z.7 9 O,t/ C (AREAS) /J4 / /x /5"4,67 C'- %U AFIW cpA9ri.7"J l?.Q([!/e vt�-A/d c•✓ p TV PO. s"v-.J Z , ETV F o4-) 2 1,di.7," r -i91e.r- 4.0.7)1 D ,Dt!k ,3 7U yaw f} CONCRETEIMASONRY MIX NO. 91D/3 Alik c7-0 DESIGN STRENGTH (Pc) / Be' 0 SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) weik,2zgea-- SPECIMENS CAST 3 2x Y AIR CONTENT ( %) SEE CYLINDER REPORT NO. Se' O _YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: 'M- \ F -- `V - NB FIELD REPORT SIGNED: G9) CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126*.. PLACE KIRKLAND. WASFMK'TON 90034 EVERETT TO: Cc"- 3 i? %?oX 845 (2061623.9000 (2061 239.06 17 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA /12 /�% SEE FIELD 7 REPORT 2 / ORT FIELD N2 59894 DATE <-4 -9a PROJECT CERT. NO, 9U /— 7 LOCATION 66'S s- D BLDG. PERMIT NO. OWNER WEATHER TEMP. AT 7. •y AM O S AT PM ENGINEER O,c� [�c.JI41, /9P ARCHITECT CONTRACTOR /14• 7? • CPO it) s7 TRUCK SAMPLED f77', /g /3-7 // TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 8'.'10 o,6.r/i/Agkr.- ., 2XLJ s-Li 0v 0-5 a S L U a sy ,2 8 OF L+ d0 Z6 a 3a5 -5 I 7- y 28 -T s d Z 3°16 COMPRESSIVE STRENGTH BATC OAT DES GN WEI HTS CEMENT FA. L - /Asir C.A. S/c WATER TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE -e WEIGHT TOTAL LOAD STRENGTH PSI SET No. . 3a$3C- 6, -:a ., 2XLJ s-Li 0v 17 2_o a sy ,2 8 OF L+ d0 Z6 a 3a5 -5 I 7- y 28 -T s d Z 3°16 PRODUCERS. CONCRETE rV CEMENT ry,e -z" 1L 3 /v P e'/,e,‹ AEA ADMIX CACI2 PLACEMENT AREA & NOTES ?Yn l-e • QR ' e /. CU. YARDS PLACED DESIGN STRENGTH /ej90 G COPIES TOI r1 M C —\Y) INSPECTOR: I Jl� TE0 SIGNED: 10 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 120*4. PLACE KIRKLAND, WAS(-*.K'TON 96030 QVERETT TD. /Li. 5 (_' p /(.45 Rt/e. / CA-1 ('. ()x 'ys /«/?PLAA)G, c�iQ (2001623.9000 12001 239.0617 ATTN• THE FOLLOWING WAS N SEE FIELD REPORT No 6 7/ 9/ N9. 59249 DATE 7"i.1 — 73 q /90 CERT. NO. C70 / - -7 PROJECT S TAT 6 ,4A-/ C. 4'/4 t' farEg LOCATION 6.1 3 5� S'O zi 7-' cC,tf-)- /? Z?/../f4p. BLDG. PERMIT NO. ,5-X' A _3 OWNER .STATr 4A'-! WEATHER `— / TEMP AT �A}M 6e( C AT /' ` 1W ENGINEER ,t)1 -L del?A- FOc 12•( A01.41 ° 7 ARCHITECT ,.,/L>k4 JUN 27 19gn CON TRA CTOR / • 7y° TRUCK SAMPLED Cig TRUCK TICKET No.,}(4 $.,ya 1 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 12•( ri,�. %p 7 4I x s 16. r 6-5-75-e 7y° '7 ,R6014 C4�/ TOTAL / (0 •5- 61 a>95 d 6(roc 4gGC� 6A( 28 ict l(.d !4Z 3s -c) 6 d cl, COMPRESSIVE STRENGTH F F% DATE MADE DESIGN WEIGHTS MOIST ADJUSTED WEIGHTS CEMENT 45 STRENGTH PSI , SET NO. FA. (21f J 5i3 I 7 4I x s 16. r 6-5-75-e 3 37n WATER ,R6014 C4�/ TOTAL / (0 •5- 61 a>95 d CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI , SET NO. a s-Y .- /z 4 5i3 I 7 4I x s 16. r 6-5-75-e 3 37n 4 �i C4�/ 2 / (0 •5- 61 a>95 d 6(roc 4gGC� 6A( 28 ict l(.d !4Z 3s -c) 6 d cl, PRODUCERS: CONCRETE c• AEA ADMIX. PLACEMENT AREA & NOTES 47" i� CEMENT CACI2 ( CU. YARDS PLACED DESIGN STRENGTH 1,1/ Gi.r oncI 4 -44 1 �4 " 5 '1 //7‘. ...r eT ftom_ INSPECTOR: i 1 COPIES TO: C - Y ► qF SIGNED: 1 TO: SEE FIELD CASCADE TESTING LABORATORY. INC. REPORT No. �( ozo N! 5 9 711 TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12610 N.C. 126m PLACE KIRKLANC►. WASHINGTON 90034 EVERCTT MOO 623.0900 MOO/ 450.0917 M g CohS /. "41.80x 8'4 )i;, ' 171 G)a. 9B °83 ATTN. THE FOLLOWING WAS NOTED: 1990 CITY UI•• WKVVIi..A FIELD TEST DATA PLANNING DEPT. DATE ._.5"- 2/ - e CERT. NO. 9'41/ -..5-7 PROJECT i / UNIT WEIGHT YEILD CEMENT FACTOR TEMP. LOCATION �Bs.3 .s OV?c 7 " ,204 BLOG. PERMIT NO. 4-ret3 ZJs,< OWNER 33i43 WATER o,E4P , WEATHER ov 4 -/' TEMP. 1 AT AT AM PM .EAI INEER A4 5'4'15 AR HITEECT A G A- CO TRA/CTORR A TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR r ex; � 6 -( a� : 4Li /sr� ZJs,< 103ro 33i43 WATER o,E4P , ,r-2I 4 -/' TOTAL 1 tocioo 33ti0 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT J 5/` 4 SET N0. FA. 24 OHOI,G/ 6 -( a� : 4Li /sr� ZJs,< 103ro 33i43 WATER o,E4P , ,r-2I 4 -/' TOTAL 1 tocioo CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 0161 R5 C$ 2/ 6 -( a� : z (.1. 103ro 33i43 o,E4P , ,r-2I 4 -/' 2$ 1 tocioo 33ti0 PRODUCERS: CONCRETE �( CEMENT AEA ADMIX./ x CAC12 �a %_ �% / PLACEMENT AREA & NOTES ` ` �hC JT Di 7 /5-'4 A /o �I�+l j �r 7 L .7 . 7 /-71.4 kQ 03:1/0cie "i a20- 71 Qi71,2"tlee © Av dit ' CU. YARDS PLACED DESIGN STRENGTH 1■611Q4 COPIES TO; r-k ne_ , M f• F, ry1 Cr N � s r--� -- i--ip /l' INSPECTOR: SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12616 N.E. 1267.. PLACE KIRKLAND, WASHINGTON 0803& cvEwcrr TO: M. a CO A.1-57q me o i V P, O. i3ox Ryg 12061 823.0800 12061 246.0817 /SW* L AA /4 JA 980 �3 ATTN. THE FOLLOWING WAS NOTED: ie FIELD JUN 25 IT) 1990 1r,.t`viLA A r AP LANN!N!G DEPT. SEE FIELD c5 71 ?G REPORT No. 1 N2 59244 GATE CERT. NO. PROJECT STATE 1=/4 RM GLA1M GE'1J'1tit LOCATION 68.3.5- Sn uTr GEiur -r; ,4L «_ BLDG. PERMIT NO. S 86'3 OWNER S•41-E FEZ WEATHER �Ll bs'T TEMP. O AT AM S1; AT / /• I/O PM NGINEER RCHITECT 4 :ONTRACTOR R. (rn 4 !S`TA Wz 7 AO Ai TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR //: 3c, �/u,d . .. i..‘ . / pie ... s 6o Se )02 5 4,-1Y TOTAL undo 1010 , 69).2 if' 6-1, 21 (0300 Z0(0 1 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE . DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /SAC STRENGTH PSI SET N0. FA. ,z,4es<a,e2s- ) 5- - . .. i..‘ . / pie ... s . no WATER, )02 5 4,-1Y TOTAL CYLINDER NUMBER DATE MADE . DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. . (4)01 g g /,2 ) 5- - . .. �x.4 . ... s . no . 2 )02 5 4,-1Y , 2s undo 1010 , 69).2 if' 6-1, 21 (0300 Z0(0 1 1 PRODUCERS: CONCRETE r.;E' /1 4 CEMENT AEA — ADMIX. CAC12 PLACEMENT .AREA A NOTES I Tto t_itA/ I :w CU. YARDS PLACED DESIGN STRENGTH 1 SIt=7r4, COPIES TO: ln175 -MA Nis 3P-ruk.[l a 6-3 f INSPECTOR: _ 1;4 T CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 11919 N.C. 126m PLACE KMMLAND. WASHINGTON 9e03A cvcwcTT TO �. /�'rJX 1? 4/ 4 /204/ 1323-9600 (1OGI 159.0917 yr• SEE FIELD 57/85. REPORT No a N9. 59246 DATE 7"--64 — �T -/ /40 PROJECT CERT. NO. 9vj -s7 -c l4TE' GLAL/l l e. Fd 17E7? LOCATION t S csuTH GE/I BLDG. PERMIT NO. OWNER S? •? =1774 faze ' WEATHER TEMP. AT AM e) - 61? _ AT / /.i/OPM ENGINEER ATTN• THE FOLLOWING WAS NOT O: JUN 25 1990 ARCHITECT 1 •Jt:YvIL1\ 091f,NfdlN . =PT. CONTRACTOR TRUCK SAMPLED Jog TRUCK TICKET No. 43 g 3 9 7 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR //•'1,12 4 1 1 7. C.A. xe jy►Sp • 46° vr6' 3,r / 6- 1 TOTAL • 4 3ao 2V i COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 5-/-74* A SET No. FA. /yaOle 1 7. C.A. xe jy►Sp • 3 3 z d WATER 3,r / 6- 1 TOTAL • CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. J °?5` a- 5/2z.- 1 4 x i'z, 13 c! o O 3 3 z d 2 02 753 6- 1 2.8 1 Z Gf1Q 4 3ao 2V i PRODUCERS: CONCRETE AEA, Si /- f<. � ADMIX /# f PLACEMENT AREA & NOTES P CLC. It\ CEMENT G- 040&rGQ CU. YARDS PLACED /Z CAC12 a 3 ' 6- 7,4, 3 f 14d DESIGN STRENGTH 7CnC, 2 Q,u„ JO?l fs • INSPECTOR: COPIES TO: IMF mg (�{ 51%-rukif1iLQ ....'141411".7/"."'-...-.... SIGNED: d T CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 1210 NE. 126114 PLACE KIRKLAND, NMOFIVGTON 9003A EVtRCTT 12061 823.0000 (2061 290.0017 /P o, pO x '4/11 L4AJD, c 1A 9 !_i Il `! iri ATTN• J5 ly9D -' 11,,vi11(„A THE FOLLOWING WAS NO D: � 4 Y # 1G IELD TEST DATA SEE FIELD REPORT No c S 7/ rg N2 59245 DATE go CERT. NO. iso / PROJECT d- :4�/i/l CLAltif ur -jT„ LOCATION i 3.5 Sr7 /_-i7N r -it/7,47e Rzux,_. OWNER STa h ,4!L TEMP. AT / AM .o / O AT // Yd PM BLDG. PERMIT NO. ,..6.7:4 3 WEATHER DU,RCA T. ENGINEER lt1 EL SGVU f inu,4,_L7AI1-g 1 _• ARCHITECT CONTRACTOR , M A CDAJr.5TRricT/DiU TRUCK SAMPLED 3e/5" TRUCK TICKET No. fe, 026/93 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2:3,5 l o i y 11 . 7sk. 460 ld or? G2-k. WATER 4P-/ f 2k TOTAL . L(3.3)0 c21)al C -/ 2g 4t !P G s" a I-1 I to COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE 1 DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 6Sd'P i STRENGTH PSI SET N0. =19;17 s /2z FA.���, i y 11 . C.A. I �'�1 or? G2-k. WATER 4P-/ f 2k TOTAL . L(3.3)0 CYLINDER NUMBER DATE MADE 1 DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. =19;17 s /2z S :2? i y 11 . 4U I �'�1 or? G2-k. 4P-/ f 2k 76 cs D L(3.3)0 c21)al C -/ 2g 4t !P G s" a I-1 I to PRODUCERS: CONCRETE H LA-1 a �{ AEA ADMIX. CAC12 PLACEMENT AREA & NOTES CEMENT CU. YARDS PLACED % DESIGN STRENGTH -TQOn I Or, 3 4rv,.r•1 C fa e. S '3.i ,tT-i�) �S-1 1i��A�;..� _ - r .J5 -to 1) 1►Nt, ell VAL. a k - C 471 C . S tot,. rt.-4. ///4-4-4-". lldt•� 44, rt.-4. . INSPECTOR:, % QLt.<--____ r.Q COPIES TO{ - 1117' -MC; IVE) S1 l ibAIiIo 53/ lap CASCADE TESTING TESTING & INSPECTION / E 12010 N.E. 126rw PLACE KIRKLAN 1, WASHINGTON 11000. EVERETT TO: /")// /� Canis 7- , o ,3dx f3 y S i-i. /1K -A,"1 / 4J14 P8e 3 - ofsPc7,, .���. Ej N_ 59222 AB I rjjj(��J�'I_1 ��l ' REPpERT No O GIN �GH019' I 1 • J UNc� (2a061 21.7) CITY OF TUKWILA PLANNING DEPT, ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA D TE CERT. NO. SLUMP P OJECT 5779-7-g- ,�'/4W/) UNIT WEIGHT L CATION -- 6 8 34 (swami a .r- •24-Gio BLDG. PERMIT NO. OWNER AIR L $(.3 WEATHER 0O&) C5 4 s 7" TEMP. l�. AT "1o0 AM AT PM ENGINEER 4v L z Ce1 .eG,.l./P/ /? K c(s,o0 ./ ARCHITECT 3� CONTRACTOR TRUCK SAMPLED tJVt? fY1 I)( TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 7:6-6- , 3t6 7 7_1/ SN' C.A. c(s,o0 630 3� WATER zS TOTAL { OO 2goo -2.38s- �8s_ / 6-0- 28 _ 93 J .2 9 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / SK STRENGTH P51 SET No. %1- FA. X/ /'Y1C SK S -z 7 7_1/ SN' C.A. c(s,o0 r-7 pa WATER zS TOTAL { OO 2goo CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS , SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. 23 ,53 LS =i S -z 7 2x /-1 c(s,o0 r-7 pa 2 3g`I zS { OO 2goo -2.38s- �8s_ / 6-0- 28 _ 93 J .2 9 PRODUCERS: CONCRETE 0.1361 /72497 CEMENT /vAT AEA ADMIX. CAC12 PLACEMENT AREA & NOTES - ✓-1 %< Lc) 0L -4 s CU. YARDS PLACED DESIGN STRENGTH 13.S. -C7 COPIES TO: (Y) (3 - F./Y1C-.IU -5S • /uei3c) ', INSPECTOR: SIGNE T CASCADE TESTING~I=A @ORATORY, INC. TESTING & INSPECTIO / EN �IrR l Es f GESZLOGISTS 12919 N.E. I26r.. PLACE 1I) t � Imo( I jam. 0 KIRKLAND, WAS1-1INGTON 9603+ ��"-+.'. -..� 7. 1111 , 1206/2Dti- 17 JUN 2 21990 EVERETT CITY OF . .?.-C • HO x y 9 . 8083 a8e.,/y ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA )11 /2 SEE FIELD 7 / C ;/ REPORT No N9. 59223 DATE s= /G -So TIME CERT. NO. 9a / -s7 %AIR PROJECT %..57-, ,� / i YEILD CEMENT FACTOR TEMP. LOCATION G P J 5 J, i zP7z 84-9 47 12/t/f sty; BLDG. PERMIT NO. S)5'63 .1.3- SI><• OWNER 5 700 �O3 J S "� WEATHER ij /-)a•?2 L►/-ST TEMP. -O 6—,s AT 8^ 3a AM AT PM ENGINEER /V r�,saae.7 /3U._./ 7 cQ w 2200 ARCHITECT n J - 13 CONTRACTOR TRM GO 2/00 TRUCK SAMPLED #1) / X TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR F! ac) o1. 12/t/f sty; 7 .1.3- SI><• C.A. 5 700 �O3 J S "� WATER L,- .2 e TOTAL cQ w 2200 2 u 3 2 J - 13 1 GO 2/00 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST AOJUSTED WEIGHTS CEMENT 1 Sk STRENGTH PSI SET No. FA. 5•1 5-- 7.3 7 .1.3- SI><• C.A. 5 700 1 P2 0 WATER L,- .2 e TOTAL cQ w CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 2 el 30 5•1 5-- 7.3 7 -,-x,Li 5 700 1 P2 0 z 3 I L,- .2 e cQ w 2200 2 u 3 2 J - 13 1 GO 2/00 PRODUCERS: CONCRETE 7013 m I ‘6779 CEMENT AEA ADMIX. CAC12 PLACEMENT AREA & NOTES 14) C 14.4 u t , -S � J/". ' 2 AO O/C) " CU. YARDS PLACED DESIGN STRENGTH j c5Z, COPIES TO: INSPECTOR: SIGNED: ile T CASCADE TESTI L¢>I TESTING & INSPECTIO / EN I�Ir t L. 12010 N.E. 126r. PLACE KIRKLANO, WASHINGTON EVERETT TO: 7;7/' elle112)S7 1�)• r7) A 5/7' 916; 3--v y� JUN 2124gg CITY OF TUKWILA PLANNING DEPT._ ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA Vi.) /� r SEE FIELD J.-W(7 REPORT No Jo N2 59225 DATE = » -5° TIME CERT. NO. Fe, / -s7 PROJECT Sr74— /_/ r'14 LOCATION ,iz:3s• -1 SDvr (P,t---7urZ =72 74,e- ip OWNER BLDG. PEHMIT NO. S-g3 4? AIR WEATHER L�PX1/iy cu1,6 GL vi TEMP L AT 7 gs-AM S1J v AT / PM ENGINEER/ C.A. ARCHITECT 4 66-° CONTRACTOR WATER TRUCK SAMPLED . /5 /11 CA TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR g,oL, cu1,6 GL vi 7 -y 3 /,4 C.A. Z,6eo 66-° C, WATER -/ y 3-s TOTAL 61'500 3 030 1533 °/y 2.2, ggCO 3 17 0 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 5K, STRENGTH PSI SET No. FA. �l 5 -.•Y• 7 -y 3 /,4 C.A. Z,6eo ca/oo WATER -/ y 3-s TOTAL 61'500 3 030 CYLINDER NUMBER DATE MADE DATE TESTED r AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. C3 ( 5 -)-) 5 -.•Y• 7 .Zxy Z,6eo ca/oo 1 s 3 -/ y 3-s 61'500 3 030 1533 °/y 2.2, ggCO 3 17 0 PRODUCERS: CONCRETE t 0/ 1)11 / t`M CEMENT TyJ%C z 1 AEA ADMIX CAC12 PLACEMENT AREA & NOTES C /4.1 CU. YARDS PLACED DESIGN STRENGTH /po /� �+ �^ INSPECTOR: COPIES TO; �� ' U V &j 3 Cl Ir 1 1.4i I b 51 (L' 79C' SIGNEDI CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 121aI9 N.E. 1261,4 PLACE KIRKLANO. WASHINGTON E VERETT TO: Ca7C, ft.) S iC?x 899 11 114) [7*):14 17 • [JUN 2 21990 CITY UI- PLANNINC DETT. .C1g/42: ,o/ c • 6'29-8,7 --08 c/rj ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA � r2T SEE FIELD REPORT No N9 59881 DATE 6-- / A -sa CERT. NO. t Soy —s7 SLUMP PROJECT .I r-, UNIT WEIGHT LOCATION log.__ 1ST c re72. RA-0,0 TEMP. BLDG. PERMIT NO, OWNER n;iir. G2 I WEATHER `/�O,r_)/i Y TEMP. AT ∎•41 �`° AT /2. AM .i—PM ENGINEER /1/4/ &'Z<[)A> 7?e)c)AL' 6-8° ARCHITECT ri 6 iq • (325.F2 CONTRACTOR & -45- TRUCK SAMPLED 431.7 R? M ! I( TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR n;iir. worAhoe[ 2 C.A. 5 3 ° 6 6-8° Ste° (325.F2 & -45- TOTAL , 780 a?//AD fy? 6 /5 890 .26, 410 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD GATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / SA- STRENGTH PSI SET NO. L• /Wyk FA. 7y 5/f =.7t S • LJ --...ls 2 C.A. 5 3 ° 6 i e.e ed WATER (325.F2 & -45- TOTAL , 780 CYLINDER NUMBER GATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 0L511 6--/9 LJ --...ls 2 5 3 ° 6 i e.e ed (325.F2 & -45- ,2.81 , 780 a?//AD fy? 6 /5 890 .26, 410 PRODUCERSI CONCRETE L Vil 171/l II CEMENT CEMENT rYiV" CU. YARDS PLACED AEA ADMIX. CAC12 DESIGN STRENGTH 8cad PLACEMENT AREA & NOTES el. 142 L/ !t >/�L g C� �• $ )� ys �cJ /2 .. ' d . INSPECTOR: COPIES TO: MDC, MAP— kit & N ,I3 91= b4 i Lu 5- c 0 SIGNEDI'C' — C • CASCADE TESTIN., TESTING & INSPECTION / 12919 NE 126 *.. PLACE KIRKLANO, WASHINGTON EVERETT TO• M . B. et>Y /7Z //!AY P O , BwA'/O^�X WA g3 x`33 --59 41/ti.I�l r I ERS /GEOLOGISTS- JUN125942 12061 26 CITY 0/". rvi <�i�i a PLANNING DEPT ATTN: G LL%�((/EZ THE FOLLOWING WAS NOTED: MIX Nc' . 4� FIELD TEST DATA SE FIELD RE RT No. N° 60243 DATE Thy ezi4?' .../U YO CERT. NO. 5t7/ S7 ! 9 �— P OJECT HJ eM //Yale& TIME .Saf 7T.�S232 x/73'_2 OCATION iY/7f/G,t. /7&. 6C.YD. UNIT WEIGHT BLDG. PERMIT NO. 586.5 OWNER iField /%ilMet44' TEMP. WEATHER GZ. TEMP. AT AT AM PM ENGINEER `7 5- fp 5-0 WATER ARCHITECT Ai/GNAEL sZ.Aw0 ger CONTRACTOR 41. TOTAL TRUCK SAMPLED No. /31 TRUCK TICKET DATE MADE ! 9 No./'Q TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR /Z.'Sfi G •, `7 5- fp 5-0 WATER ZiS ger 6S° TOTAL 40.5Z star Z8 r 33x3 1 SJ(/)' Zs COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT Si 7 STRENGTH P51 SET NO. FA. /• 14 JUNE 7 /On/ `7 5- fp 5-0 WATER ZiS 3 30 . TOTAL 40.5Z star Z8 CYLINDER '" NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET NO. 3 3o I 7J/# 14 JUNE 7 6X /Z `7 5- fp 5-0 Z 6 20 I 1 3 30 . star Z8 r 33x3 1 SJ(/)' Zs PRODUCERS: CONCRETE Mll-ES CEMENT AEA SZ MEZON ADMIX CAC 12 PLACEMENT AREA & NOTES L1ilV //�K� /SGGILI �CL�fL� �. LLLJ CU. YARDS PLACED 40 •..)' DESIGN STRENGTH 44rerr /5? STA /004Y Al' L = c y / ?D lF_i. Z. (7..ete2.5,11/0/444/45f/A3) INSPECTOR: COPIES TO; rn -Me - (\P) Sc - Tt)e.(30 G ✓C SIGNED: TO: P D. ZVX t_. PLANNING DEFT CASCADE TESTIL LABORATORY, INC. TESTING & INSPECTION / ERG.,(.GEOLOG ISTS� KIRK AE 12BA. PLACE r(If I'; t1 8' /4I fl KIRKLANO. WASM�NGTON 9B0 d ii `(� I� � ��I L/,�o_p�n EVERETT 3�Q9�1 (JUN 2 2 1990 X141,.8. COrlf�'_`�78C77DA/ csry /Y/ /<:.C74D !YAYA/67Z V 9� ATTN• CYLZVOB'S THE FOLLOWING WAS NOTED: 7271::= 5 deeene FIELD TEST DATA cr SEE FIELD 5 J REPORT No N_ 60242 • • TE 77110.594>i r JL/ // /99 'O CERT. NO. 90/ /� -w5 7 TICKET % MOIST P - OJECT/51.14 ///,Y/R44 r TIME 10 0 -A -,MIr MekieE G'V7E OCATION .- Z. •Z ClS acY.D . UNIT WEIGHT YIELD LDG. PERMIT NO. OWNER`/ CONC AIR R iaWC& WEATHER CZ ....eto TEMP.45 $AT6 f AT i PM ENGINEER y P off. ZS TOTAL rjy/pa•Ilt ARCHITECT M /4/44.5L LL41V z 1 -3 a F„).- CONTRACTOR ,�y +��jr�j� /l/ t S . ( Ci/(15/7667� Ce4 4 l JULY TRUCK DATE MADE TICKET % MOIST SAMPLED TRUCK No. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR 7.47,94SI76 .2.3 con O.A. 3 a - ( WATER P off. ZS TOTAL -3 a F„).- l JULY zs ,5 COMPRESSIVE STRENGTH ^ BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / 5/ STRENGTH PSI SET No. FA. Z ' Siage' 14 JUNE 7 UrtIE 1 -2 aao .2.3 con O.A. 3 a - ( WATER SJ[/LY ZS TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 7 i6 7J1/E 14 JUNE 7 z Xq -2 aao .2.3 con ..),,,,<- ...1„,.....--‹ 1 3 a - ( SJ[/LY ZS -3 a F„).- l JULY zs ,5 r . PRODUCERS. vv AEA ADMIX. w Ll-, C'A /C12 /�',Q� ��'fJ� PLACEMENT AREA & NOTES 1 4UA ©1f -/e.. � • L 6 thehe2, ' �-�` -+y P L, CEMENT -A"... CU. YARDS PLACED DESIGN STRENGTH !21L/1:..� CE/Z2 Nom. ¥r 77' 6 INSPECTOR*--- ��6C J 46✓ COPIES TO: L+' --DO SIGNED: T 7. 1 �" 1,1'1 -11 '1I \II Ir; I 1,. 3 J.) r, I i j i CASCADE TESTIN LA ORATORY;-INC: KIRKLAND, WASHINGTON NE 1267. PLACE & INSPECTION ENGI E O f C pp1 OGyIn 3d 120618 EvERETT x9 O )7 CITY OF TUKWILA PLANNING DfpT. M. /5. Ca/S7,e/G77DN C.0 .. TO. D . ,130X S-19 KIP AAV,D 1/Y/N6DV X18 - 084z9 ATTN: /m A2.- -7yr S THE FOLLOWING WAS NOTED: daT/ft,t/ FIELD TEST DATA 36E FIELD R PORT No. • N 60246 ATE f0)4y %/WE /990 CERT. NO. 70/ -57 ROJECT.J,A7 FARM ..-M977= / f , C, I N E . '1/ /l.� COMM ��OoCCATTI�IOCNN ��y��r�� ! Sa /H SV TIME > , / ER- LLYQ . BLDG. PERMIT NO. 5863 )./.441 OWNER P7417141 WEATHER TEMP. AT6 :30erf F AT PM• Q ENGINEER ,7__ , /iAGES ARCHITECT M, ArCi 4 V CONTRACTOR 41. ZS, C0167 9V 77i Co . TRUCK DATE MADE TICKET % MOIST SAMPLEb TRUCK No. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR ear PL/S776 i 1....„/"( I WATER O P -F 33 ),3 7 -4 1 COMPRESSIVE STRENGTH BATCH OATA FOR 1 CU. VARO DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT // STRENGTH PSI SET N0. I FA. Z/5V0, 6, - l5-- 7 Z 4 5'100 1 S &7 i 1....„/"( I WATER TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. I 3 3 a( ■ &X/IIdE 6, - l5-- 7 Z 4 5'100 1 S &7 i 1....„/"( I 33 ),3 7 -4 1 __ _ M047 PRODUCERS: TfilattiAZ IIss /b LOIA� AEA ADMIX emac . CAC12 CEMENT Derr CU. YARDS PLACED DESIGN STRENGTH `3019,5l PLACEMENT AREA & NOTES LIAlL � ->P10 TILg" G2.4::, A / fA) .1( 72> �p . m (� < �` / INSPECTOR COPIES TO: ` ' 1��c • rn�� • t. - N`) `` c BTU f 4 t p O SIGNED: CASCADE TESTI LABORATORY, INC. TESTING & INSPECTIOA_ .NGINEERS /GEOLOGISTS PREVIOUS REPORT No, Na 59408 REMARKS. w• 4- A L 5.5 e plc, Ci CA- ' 1± T I. e o h a- a [� A s 7' /Yl.� A/ A n c L c�✓� T; t S I G, ndt 5 G-r A L , /��.. / Tn -= f4I I 1/9L ✓1.x.(2- r block HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE , APPROVED BY INSPECTOR: C. .. COPIES TO: `n6C -mP) - roc >- 1vB -SC -TU FIELD REPORT SIGNED: Kiw►c��w, vu►srwctoN aem`z !! ! ° DATE G•/ t- ? CP CERT. NO. C ?� I r J EV6PILTT I Li 1 Cj ........-.2.:..,..,, 17'0117 11 S �fi �l JUN 2 21990 cITY �r~ ,- ...._..... t11(tJl�iL� on �'► f-U C..-1-. Q� p`__--_ N�NG lac .T. ROJECT i �ie TA rM c (A; r, /9(�? . OCATION - 2'3,5 5c(.i'h C:e..-1J� la /voi. LDG. PERMIT NO. OWNER j� q Y . C� /J . O x $ `I \ ATHER 'A ` /� /C1 (..) cA TEMP. AT AM AT PM ENGINEER .ve /Sow /i3uvrdt. 7c-5 K; ^K /RNA, ( ,...) c., . C7 30X3 �A %RCHITE CT Q l Kin HI ` % " S A ATTN: CONTRACTOR /; VIC\ L . ( S / • (2) INSPECTION PERFORMED _ RESTEELJCONCRETE _ RESTEEL ONLY RESTEELJMASONRY STR.ST/WELDING OTHER -- STR.ST /BOLTING (3) ITEMS INSPECTED FOOTINGS _ SLAB _ AUGER CAST PILES ._ COLUMNS — DRILLED PIERS S WALLS L./ / I U `../\/'.r -% — BEAMS — (4) (AREAS) lie d1 k t r b/ 0 C k I T T l ,• f T (a ci- i- TZ] L x ! �T L, 7 /; L/ 7-72 , r.: ._ illP _ AO, 4 4. A, f� / J' r L : fi r 6_Ceil'- o 7_ Lj b t CALL ►-, .-t j.;:_1.21_2_,_______,. (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f c) / 0 0 TOTAL CU. YD. PLACED —” SUPPLIER, J0 b Y1^N ; „_ SPECIMENS CAST - 2 X L- ( SLUMP (INCHES) p 1 A ST 7 L SEE CYLINDER REPORT NO. 9; L'/ . AIR CONTENT ( %) ..---- 1, YES INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _NO _ITEMS REMARKS. w• 4- A L 5.5 e plc, Ci CA- ' 1± T I. e o h a- a [� A s 7' /Yl.� A/ A n c L c�✓� T; t S I G, ndt 5 G-r A L , /��.. / Tn -= f4I I 1/9L ✓1.x.(2- r block HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE , APPROVED BY INSPECTOR: C. .. COPIES TO: `n6C -mP) - roc >- 1vB -SC -TU FIELD REPORT SIGNED: EE. CASCADE TESTJN( LABORATORY. INC. TESTING dr INSPECTIOI$. _NGINEERS /GEOLOGISTS iloto N.C, t26rw PLACE KIRKLANA WASPw FOP4 ° MOIR 423411•00 EVERETT IDi /13 0ILI I, _J e_, /111�70- Iiiih ` /(seiri �� 2.1_26.k1,9,1.11,..91.70.: Y : ITTj PLANNING LA ----- rjCPT. PREVIOUS NO 59409 REPORT No. DATE /_ -/.2 - CERT. NO. �` ,Or^SJ 1 PROJECT ST-AM rA)^- -- C- /A:E -, 5I0c . LOCATION 6233— A So i , (R.,\-1-« 13ILJn►. BLDG. PERMIT NO. S LL 3 OWNER --wit ?• 0. 3 $L1' WEATHER Ol.A. tc.. /Ai ST- TEMP. AT AM AT PM is: rK /AAJ9 L.Jc, 9Soir S ENGINEER A.A.. /5 onJ./60v,"cA =1e5 ATTN: ARCHITECT HI ` 6- A CONTRACTOR V ' Lam. CUYlSr . (2) INSPECTION PERFORMED RESTEELJCONCRETE _ RESTEEL ONLY 4„ RESTEEL/MASONRY _ STR.ST /WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS 4714 VA- A#- _ SLAB COLUMNS -K WALLS ..■ BEAMS --- — (4) (AREAS) , 2 3 L T T Ci *- 0. 2,7-0 (-- 1-5 ■ - A l LI hR` i f- t, Q 412k, -i'� ( O �y ✓V� �1 A ✓' (5) CONCRETE/MASONRY SUPPLIER MIX NO. Tub ft-,. y DESIGN STRENGTH (Yc) 1 T 0 (") �-C-5 (5 TOTAL CU. YD. PLACED — SLUMP (INCHES) AIR CONTENT ( r I PS S4 L. . SPECIMENS CAST, J ' 2--/C Li %) ¢ SEE CYLINDER REPORT NO. ©4� 41 L YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ REMARKS: / a HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: c\--Na - I \P)R•rfc._ • Nye) •sc• REPOR SIGNED: ----...eleZ-..— CASCADE TESTIN( _ABORATORY. INC. TESTING & INSPECTION , .NGINEERS /GEOLOGISTS PREVIOUS REPORT No. N° 59329 11111aL1 Ic1RICl.Aw WA$ dGT N wo�� t2 %S23 _ Ifi���I(L, i'I�I 9'041.1',1.`._ I{j i.t; ( 1�.1 I��'1 I r-, I 2 2 JUNJUN �y t� 1990 DATE '/ -/3-? [• CERT. NO. Fi / ^S7 EVERETT TO: ,f/.s...- , , AOJECT •.72 7 /54,e •� r 4, ,� OCATION 1:LOG. e .s s, c.s/f/ 'P do v,d CITY Ut� '(l ;;j1ti;1a PLANNING DEPT. PERMIT NO. .-6-6.3 OWNER t. 0. A 0 �! Y WEATHER G�3[/,Jy TEMP. AT AT AM PM /i- /.PIr2/3R,/ , cc/A 9(57o1•3 ENGINEER NCLsJA/`g4aPhAefAl ATTN: ARCHITECT 'P' Cr/1 CONTRACTOR in. /. CQA/J7• (2) INSPECTION PERFORMED — RESTEEUCONCRETE _ RESTEEL _ RESTEEUMASONRY X STR.ST/WELDING OTHER STR.ST ONLY /BOLTING (3) ITEMS INSPECTED — FOOTINGS _ AUGER CAST PILES — DRILLED PIERS , SLAB COLUMNS -.- WALLS BEAMS •— — — (LO//CATION(AREAS) /9d0 /r /1/s'e,'V /4i�/ £ /4.-L' 3 P.2 $4 C t c..3 /9" -d /_` li f o,t/ L /A,%: .fir-'. (5) CONCRETE/MASONRY MIX NO. SUPPLIER Jr DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED �� SLUMP (INCHES) / / SPECIMENS CAST, AIR CONTENT ( %) SEE CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ _ 1 ()tee /4/ - !.I/� _ REMARKS: 777 Asst, bv',>rig1� f2L n/^ l U r) % /A/C Ol// M '4 r/ct' l /f;r , 7/- .pf.4 'vs . k% L 2 5- 4 /A' ,/a .4,C /- /3y /A' G,� N %/ r" tc /4' L. /)e /' 14.• 1 l/1 /7/ is C..4 Q T/f r v 77c) 15,1' a /t 7- ? - 9e/. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY / 6k INSPECTOR: ! _ ii/ COPIES TO: (Teel • Cile = - CflL - k)CD' SC -7 1-' O FIELD R PORT lh, ;3v SIGNED • - T `1 ` CASCADE TESTIN( _AeORATORY, INC. TESTING & INSPECTION,.,NGINEERS /GEOLOGISTS PREVIOUS NO 59412 REPORT No. , N.E. KORK , WII INGT Y KMncl u,o vwar.rcroN a� II - . • TE t. - • ` s - f o CERT. NO. ( V / " CV6RRTT �j.+�7� 7 {ii �71Ii I . ..2 2'990_ 1:JUN __ • C Y Or- i fJlciN,LA nr_Arar�lrruc DFp TO: ItY\ 12.) e Or\ ,S 4 n_./. c_-( r c.) /...) „...„ _ OJECT / - 0_ : �. , , i/� OCATION SCE <If'I� �Ln -1et by v� :LOG. PERMIT NO. OWNER ?/^ . 0 , Loy S-L / WEATHER ((Jt_ r'CA5 TEMP. AT AM AT PM . i K IA J t'� Luc _ `71 U S 3 ENGINEER l il% 1 say.) / hivu }A.qc? c ATTN• ARCH ITECT v , l ( TE ` ' r � A CONTRACTOR ZCP"--1. (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY ., RESTEEUMASONRY STR.STIWELDING — OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOOTINGS _ SLAB AUGER CAST PILES COLUMNS — DRILLED PIERS .K WALLS BEAMS -- .— (4) (AREAS) ( I A LJ ,l. d L. T r c ✓. t/ (1 vC/Lc-ir (--JA 1I s A-+ l v 4- n. 1 CONCRETE/MASONRY MIX N0. Y, .� 0 b fY1 I y-. DESIGN STRENGTH (Pc) 1 7 v Ca SUPPLIER_ TV Y TOTAL CU. YD. PLACED SLUMP (INCHES) ? (14C' S 4 4 a. �/ r SPECIMENS CAST J 7(.L 1 AIR CONTENT ( %) SEE CYLINDER REPORT NO. _G. YES _ NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: ? Pte' 1 A ?L._ CL,.a I 7;c_ s HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: ' INSPECTOR: ( � 016C - mSE -rnez -fQe -- -- ts4- FIELD RE ORT (L • 2-C SIGNED: 0') CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 12614 PLACE KIRKLAND, WASHNGTON 99034 EVERETT TO: y�•,(3 (1 ) nJ s 2061923.9600 J.1. 1 .q. NI /75718'7 JUN 13 1990 CITY OF •fi KvviLA � PLANNING DEPT , '/PKI. ) n f ,,, 4 • y'fj � - o ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD S -7/ v6 REPORT No _ N2 59220 DATE S - -i 4/ -5o CERT. NO. 9a / - s7 SLUMP PROJECT 11/J UNIT WEIGHT LOCATION G83s So4,7;iiCd,%/ v•2_ f?Lun 1 TEMP. BLDG. PERMIT NO. ,5-4 1x3 OWNER ) 17 4j ,:u& 2,1 WEATHER lsc%Li'L0 /e-ti� TEMP S7 AT AT'2 /L AM M ENGINEER 2 334 ARCHITECT (x--11 �Q CONTRACTOR TOTAL ;3 0 TRUCK SAMPLED /.i!:)7? i11 /X TRUCK TICKET No, TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR 1 TEMP. CONC AIR ) 17 4j ,:u& 2,1 7 FA. ).,tf s . 6•2-° 57 2 334 WATER (x--11 �Q TOTAL ;3 0 � 2_3' / to -11 ;-o 5A00 1PSD COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / SA/ • SET No. L.1 v)7L 1/2 Sk 2,1 7 FA. ).,tf s . C.A. Ar7:?v 2 334 WATER (x--11 �Q TOTAL ;3 0 � CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE ■ WEIGHT TOTAL LOAD STRENGTH PSI SET No. 233 s /V 2,1 7 244_ 2300 Ar7:?v 2 334 ) (x--11 �Q ;3 0 � 2_3' / to -11 ;-o 5A00 1PSD PRODUCERS: CONCRETE t3 p--)1/ AEA ADMIX. CAC12 PLACEMENT AREA & NOTES C 1/1/1 Lt. /11JQ� '�- • CEMENT CU. YARDS PLACED 96 DESIGN STRENGTH / 3 S-r--) � ••••6 I •1 /1 INSPECTOR: COPIES TO: I r 1 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 12eT.. PLACE KIRKLAND, WASHINGTON EVERETT Al 8 Cc� �U3 R �t �, i "1rD_ 13 1990 TO: Z' COX P I'Y (•r ?u Dr.: T f'fl �1 i'.1f1'V, �r.l �^, /g.r 4 id jV 60,4 e'en rc3 ATTN• THE FOLLOWING WAS NOTI\EO: /C;; FIEtt TEST 5ATA SEE FIELO REPORT No. N2 59976 DATE /-/t, - 6 /4 / /eiv CERT. NO. QU /- 5-7 PROJECT 5 7-/i/ 7.4— rA/s'A-/ G't, -l/AI Clit /772--A7 LOCATION 6" Y 35. _Sr�t_iTi ' (C A )7A=.4? dG vi2. BLDG. PERMIT NO. 5 9 t 3 OWNER 57.4.7E F�.4'A -1 WEATHER �/77 l CLiGt�P. TEMP. AT AM LL G 7� AT /O.t30PM ENGINEER NI L.S,_7JL.J - /3Li / 1Ri7i! g E-5 ARCHITECT /t./ 6 A CONTRACTOR /4-1 i? CoJOST.1PU471nAi TRUCK SAMPLED TRUCK TICKET No. -" TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 1 3✓ G -'f 7 C.A. / S/C D 56" i .30 3f7-b ? -a TOTAL 6.y° (,7° 3/ 7 1 i— 2r 3/ a_ i COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4 1 SET No. FA. 2,(54.,..,Gl G -'f 7 C.A. / S/C 30450 0.50 WATER 3f7-b ? -a TOTAL 1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 3 16 T (/q G -'f 7 2x4 30450 0.50 i Y 3f7-b ? -a 2,S 1 3/ 7 1 i— 2r 3/ a_ i 6- /( 7 5100 Icozo 2 3/73 -? — )— 2m 3 / —7 ? --) --- c:3— 21 17 , PRODUCERS: CONCRETE /L `% CEMENT AEA ADMIX. CAC 12 PLACEMENT AREA & NOTES f ia.L'tC-9 In ThC 1L k n }-i 1 (1)/T, r X) 5 -r. s4- q 94 CU. YARDS PLACED DESIGN STRENGTH C_ aruo:ncC cuf.�C� /S vc' INSPECTOR: ,C.�zs� « ►�` - C�.►� COPIES TO: 1 if�1 -(1 `e 1 ��: 1�1 "� '� 1 (i32(-�,j (1•Ita SIGNED: TO tf. CASCADE TESTING TESTING & INSPECTION 12919 N.E. 126,.. PLACE KIRKLAND. WASHINGTON EVERETT U LABORATORY. INC. EERS / GEOLOGISTS O. Box ' ' ' .11R /t L,4 ), Lc)/4 ATTN• THE FOLLOWING WAS N ED: (S.k I`k 70 3 FIEL SEE FIELD 5-' 2 Lw REPORT No. N.2 59977 DATE ./1-/Z.) - EA/A, CERT. NO. 96.2/— 57 PROJECT .."--1-74 TF /-77,4 A21-1 L2 / A.17 - ?" ,4‘/i-/ LOCATION /4. ,,rZ . -) 1rh' "4---71_;7- 7%.- j '/ 1_,, BLDG. PERMIT NO. 51163 OWNER Sis1l�" r.4,f.' -� WEATHER /1" ^/� ! lL o(,/.UY TEMP AT AM j 6`) AT /O.' .Sc:, PM ENGINEER AirF OA.) -- / ?()t f.Q.i2.46CS ARCHITECT CONTRACTOR ,-'/ /."57, CCUjLI 1-2--/-7L/ 4 i /0A i TRUCK SAMPLED Z O 3 TRUCK TICKET No. 0 D 97 N TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR FA. .2 /1'0 `r 7 y qv C.A. gl4 0 3o5V 1 3t7 WATER ,6v J TOTAL COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT _3 STRENGTH PSI SET No. 3 d 3 5 FA. .2 /1'0 `r 7 y qv C.A. gl4 0 3o5V 1 3t7 WATER ,6v J TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 3 d 3 5 6/4 `" 1 1 7`°ti 7 y qv /6.0 yABoo 3o5V 1 3t7 PRODUCERS: CONCRETE ✓ 1 uN'L L ) L-K CEMENT AEA ADMIX J CAC12 PLACEMENT AREA as NOTES +'I/Le C L`'r 1 t re -< I in4a.� CU. YARDS PLACED DESIGN STRENGTH 2C 2) (t ►�Q S 5 -F,a 6 3..s Dom`` 2-tJ E t 1- 447 J /S L,-, /AC. . .1". 6)/14 "(/ v rtn C:. 7 -1 r r G• r, 41/.:0 27L1 1 T / y r.r:I /1/ e- COPIES TO: M..2.S: ' (3F-m',. I ` � J�. .�� " ' l .i -6V INSPECTOR: x.24 SIGNEDI ` CASCADE TESTIN� TESTING & INSPECTION iaole ... ,. �.cE aew• KIRKLAN7Ne. , sa WAe,ei.+NGTOfu EVERETT / /�s''�/�,(� 11 L..� 77Z7 ABORATORY. INC. .GINEERS / GEOLOGISTS (noel823M00 12041) 289.06 17 I PREVIOUS No 553 6 5 REPORT No. DATE Fjejz,Ay a ,/Lj;4.IE /190 CERT. NO. 90 / - S7 (/ /j /,/ Q /f�/ LJ -- ROJECT Z77 d ',4Jrm /NSC//P�Q/VG/'5 JUN 1 II _ 1990 ... _ c OCATION 5 T/ V%ZL LY . TO: P. L. &Z,X 8af4 LDG. PERMIT NO. OWNER S7ATE. 4,e./x �/ �/� ��� Y.I!�(tiLA VD L ASVN60 V PLANWIN(C, rI7rr FATHER TEMP. 57 AT6: F AT PM gS8.3 "- 08l-9 ENGINEER /P06e.2l- Mi?1R17A6ES ATTN. ARCHITECT Af /61,'A.E'L G -LAND ,COONTRRAACTOR /�/ / 4 . f-5. Gat/37711G 77 V LO (2) INSPECTION PERFORMED _ 2AESTEELJCONCRETE RESTEEL r iTEiaJMASONRY _ .STR.ST /WELDING OTHER STR.ST /BOLTING ONLY (3) ITEMS INSPECTED _FOOTINGS AUGER CAST PILES - DRILLED PIERS SLAB ¢OLUMNS -�[ /WALLS - BEAMS - - (4) (AREAS) zero, 4< L • Z/ (2 G L/IG(E405,S. -IP ��+49 F 4--q- 0 9 5 'a hT /JN. -4 — L /A/Pr .. -/,ir S5.S1a6 S= BHT j e/MeRLATE/MASONRY SUPPLIER . MIX NO. -7,7: S / Z%6 MY DESIGN STRENGTH (f'c), /SGT F57 . N - 7742il4. J TOTAL CU. YD. PLACED SLUMP (INCHES), AIR CONTENT ( SPECIMENS CAST 3/ .X?. FL./ ' N./9 SEE CYLINDER REPORT NO. 6OZ.4,v %) ES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. 583 _ REMARKS: HOURS ON PROJECT ' '! MeP - 3‘2 TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: _7,400 • COPIES TO: i -1(= )(...(n 'r: - len& Liz GO FIELD REPO (i.,LJ SIGNED: CASCADE TESTIN' LABORATORY. INC. TESTING as INSPECTION .VGINEERS / GEOLOGISTS PREVIOUS REPORT No = 7 ;200 NI 57201 REMARKS: .5;4 5e-4 l s rot', I 1- I� uiu S Y'tc� PG �c. 0 l< DA 4 C, l lY.i t I S 1:n 11■4- tu? 4 .1. es. ,,.. ��. �u c,.*r pet t,oet HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: IMACI -n\ P)F - Mr3 .N, ►. � --Tuzs3o FIELD REPORT SIGNED: Klw4c2'r"o77N;1r.r.�oTOn, o.pas MOO 111111.311•00 DATE 7-cA - 6,S/4C7 CERT. NO. 90 / - 6-7 TO: EVCwcTT nu: P a". "'T r CITY OF TUKWILA JUN 1 3 1333 PERMIT CENTER PROJECT sA -re /N t~ L A /AN rFA..)T &R LOCATION 6 �S 5 eau T.yr �E'/uTCR BL /AO- BLDG. PERMIT NO. 5863 OWNER .57-A7 . f =/4,Al /tl /2. C CA) /Po. Box X4/9 WEATHER ,Oyr cz vu o TEMP. AT °C.tgr, 6 y° AT //..00 PM X /14/r /AA117 G1i-1 Q? DSea ENGINEER A) EL.-s•taiU- go ui? DA 4-Z15 ATTN: ARCHITECT 114 G A CONTRACTOR a c()lusty ae 7 J in, A..) (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS AUGER CAST PILES — DRILLED PIERS SLAB — _ COLUMNS U- WALLS BEAMS — — — 1 N c` 4u�- y� r c, u.LL �,.�. � r, [".w� Anew s «> > L (AREAS) ig. i ' `il a _ 6 BOG LOCATION, AREA`S I;r �� � i �i J / 1 j (� 0 cD / $ti, L, !]LGcJ+eY CAA 1Ig Z rr"i. C.5 fc D/�!t(x,.,_. L.ii tt't:k\,AA �� l nG G . J1..,W, GZs a J ' -60,v1 '�/ -fv -1t�v) i' lr.�� 6— a.-, z.,. ,fl.,. / AI 41A-0/ a,•e, lve- — 3✓I / d /NOifK/ CONCRETE/MASONRY MIX NO. /%ie Z1 /yr� DESIGN STRENGTH (PC), 21A0l, i 11C)C- SUPPLIER ,2k/ TO TOTAL CU. YD. PLACED — ' SLUMP (INCHES) — SPECIMENS CAST, 4 - 2_ a( 4/. ./5" CONTENT ( %) — SEE CYLINDER REPORT NO. -ry 7 _YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: .5;4 5e-4 l s rot', I 1- I� uiu S Y'tc� PG �c. 0 l< DA 4 C, l lY.i t I S 1:n 11■4- tu? 4 .1. es. ,,.. ��. �u c,.*r pet t,oet HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: IMACI -n\ P)F - Mr3 .N, ►. � --Tuzs3o FIELD REPORT SIGNED: CASCADE TESTING LABORATORY, INC. TESTING 61 INSPECTION / ENGINEERS /GEOLOGISTS 12910 N.E. 1261.. PLACE KIRKLAND, INAINKINGTON 90094 E V ERETT TO /1125'. Lf+/ a/ C.0 PD• &7X 849 12061 023.9000 1206125940/317 CIT'Y�CEF TUKWILA x e'2AND !4/A.S�//9(/ JUN 1 3 135 PERMIT CanITEf 9Z3Z,E13 -6649 ATTN • / /� AS REQUESTED BY 77i= ✓AC..- " PREVIOUS REPORT No. N2 55586 OATE %% 7 ...XIfE /992, CERT. NO. 9&- 57 PROJECT 5 pi /Kio'ce �/ C V Ep COP / ....15°Y/GE" . LOCATION 683..5 SY./TN CFJV115E. LSIyD . BLDG. PERMIT NO. _ L OWNER. ,f WEATHER CZeite. TEMP,055O AT 6. i P AT PM EENNGGINEEjR_ �jy�p�/ /'�(/ri.1G./ jesa /�agae ARCHITECT f /C��// �� ��� fIYL.. ( 1:..4'49 2 _ C . 4CONTRACTOR . 5. C 41= THE FOLLOWING WAS NOTED: ifZETAE • m -51 ..4B Al r aY eev w 77a41.t .14asQUer COIY_.r� : ' 9.51 M / /J'At, . 4¥Z .6Y A1/' �4AU? Ago ' .4.e.414=4. WAS MI SP E . -1 Gad' /L G43T"AAID -.5Y.atiP 71=7"Ae r 7 AT FLYA/770 4 /_T 7T Alo_ & & 9$ •! Imo. • 1 ' _ ><'a.4 !.'1 fine .5 .5 -1 e. / /_'! : i■4 4 /. . 4■414/14 ., .:. W/1 . V lx_sue` /t/ AX addlegcrl//AK VV( 9Z BC/GK 0 G .hf. U. 15ee"e ltGVlL. N7.' 7ZJJ1' /G4 CiTJr/X/- 2 V /S/y222S/7E- zrzeV6 , SEE TEST REPORT NO. i f7Z43 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: fi -in 6r- - 1(. - rL »1, o FIELD REPORT SIGNED' 90 REMARKS: /V2 -7', 'P ��OGIe 64.0,e AE- 5Pa/o67) Akv 7:: /20-y'v1 C 7'L^ t'• 2S 3 76" r S HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES COPIES TO: rn ('m r -m(2: .(\JP - F, - 1)03° FIELD REPORT SIGNED: CASCADE TESTIP( '_ASORATORY, INC. TESTING & INSPECTION, ENGINEERS /GEOLOGISTS mime NA. last,. PLACE KiwlcLA^°, TOH1 a�■ MOO 1112.1H1111100 PREVIOUS F Q ����� REPORTNo.- -/ 77 N_ "` DATE 6 -4- 9 6 CERT. NO. 9-6)/-s-7 EV EI11ETT 1241 2SE•oe i, CITY OF Tl KVVILA ' wJ r'! :i 1,:, �'J PERMIT CENTER TO: /24x? �avST PROJECT .r774 -7t /-4/j72 C' AA, 74 rA - -a✓l f LOCATION GP 7.0 s04/77,1 C&Z /iL / .1_.OD BLDG. PERMIT NO. 3"86 3 OWNER 77l) /ox 8y5 WEATHER Ai417 ) TEMP. AT 7.'.o AM _4-4 °AT PM - -/I/,/ , 4 9g0622 ENGINEER „� o� - 17ou /7 r) /a-Se lS - ,e/OVA ATTN: A rn A CONTRACTOR 0L.I/sT (2) INSPECTION PERFORMED — RESTEELJCONCRETE — RESTEEL ONLY rRESTEELJMASONRY _ STR.ST/WELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED _ FOOTINGS — AUGER CAST PILES — DRILLED PIERS — SLAB _ COLUMNS WALLS — BEAMS — -- (4) LOCATION (AREAS) 7R4Aa. Le. f "/k Utr'h.I, 72 .4 )/-'4 C, r 67 Jr' /Tr & D 42. (4`”, 8S rt.)!/v L^�,..., ,•02 d72ew r , / 1 .144.1.- 4,4 73° ice; .2. "'--P P7:11-00 (S"; G 670 rv.- CONCRETE/MASONRY SUPPLIER MIX NO. 772,43' /h tie DESIGN STRENGTH (Pc) l'ed, d TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT //71. SPECIMENS CAST .3 2x y ( %) SEE CYLINDER REPORT NO. q- S Sy NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. —YES — 90 REMARKS: /V2 -7', 'P ��OGIe 64.0,e AE- 5Pa/o67) Akv 7:: /20-y'v1 C 7'L^ t'• 2S 3 76" r S HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES COPIES TO: rn ('m r -m(2: .(\JP - F, - 1)03° FIELD REPORT SIGNED: CASCADE TEST11•+' LABORATORY. INC. TESTING & INSPECTIOII'\ ,NGINEERS /GEOLOGISTS PREVIOUS . REPORT No. ��� NI 57200 (_Z i ;;;;;I:;.,:-.6..-- UIKLANQ NM►Mtif+QT - 111103A t20•1141413-11000 DATE MO -- 161 q/y0 CERT. NO. 42) / - S 7 [VrIR[TT Isom aamosl7 ��rrl��cra J) CITY OI= TU!<�,�JILA J tl id l;;:�:� PERMIT CENTER TO:, 1 R. (_t7,V5T Rue. - r a 1U PROJECT czAi,4,i cf , rr J? 4-7 A4'.Q,I -1 . LOCATION 6 x:25' �[a!/TN CENTER .34 u0. BLDG. PERMIT NO. .5" gh3 OWNER .5T�T 4 '_-, •P C I OX s( J,9 WEATHER J016'7/ LrLo (ADP" TEMP. AT S6 AT A0•' Zai PM k /A?KL4QI Li i4 Is?D 5'3 ENGINEER 4_/FLS'r7.t1 •- '/')/1171>A6Es ATTN: 'ARCHITECT M 6:4 CONTRACTOR (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY ` STR,ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — SLAB _ COLUMNS .6- WALLS BEAMS — — — LO4 -� CATION (AREAS) t I L'c.k r. Q eAr, 1IrIZ F -4; tar., 1 i A t� 5 i0 6 mu 1; n it i e'5n I, ti_a- P f. ro 1:. � 3. 5 + 41 over I/44e / r,.., /.tea .4r /i.,.,. 2. S es., - 3 J f1i '/ 1.2 !s oh / .7° i 2 %.... /,.�iG 1%.S-" f.i C rnv /e- /i rifle / et.. l ;� 2 i' eel /.. s -!v 0 ore( I. ale l It �,Q I iw¢_ -4-,0 �,,,. 5, f. 6' - 2 , (: 44- _ y- (5) /Uoe+..r Grro�.,* CONCRETE/MASONRY MIX NO. Ai i Id M, r - 70_1 4 .N„ril„i / 6.u..• / DESIGN STRENGTH (fc), /Sl'Q - 1dC7.0 SUPPLIER C /,I /V%i - _S.od ....,., y TOTAL CU, YD. PLACED 5 /r SLUMP (INCHES) .a /u..:�f a SPECIMENS CAST e- -2)e '/' - 3- 4/.r /Ps AIR CONTENT ( %) – SEE CYLINDER REPORT NO, STS 76 1 77 %KYES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS: G L-'t V. c c .4 e U l fj+ 91h . C Ors I n L G �ifcS.u1� �Qf�L cLtor n- $� /Grtfiiev ?S /�-/L��i e 2i C /r o t P?' G ! Di1 !ten 5 4 —. ,4" '�F�o' /41::(1 as f 4 f c Li nr. & c'Ca r .4v0 , HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: me)o U k3O (c-II INSPECTOR: / /� /G(�GL.r FIELD REPORT SIGNED: REMARKS: ,. _ T /./ ),:e> 44 ., 7 s; ,446.1-r- .7.29-igee-A) tip) /? n.1 . HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: FIELD REPORT COPIES TO: (1\121 - Cn6r " O (., IUr�'. ,7u030 U(VO L-ii SIGNED: CASCADE TEST1N{ .ABORATORY. INC. TESTING & INSPECTIONN\\ .VGINEERS /GEOLOGISTS 12111te NE. 12111.n. PLACZ KI�ICtr'�1°. `^M�►�ar°N °w�• MOO 4234011003 CVERETT (2051250.0517 RECEIVED CITY OF TUI;V /IL.A JUN 1 3 1990 PERMIT CENTER liJ ILLS % PREVIOUS "4 NO 59223 REPORT No. G N. LD DATE / .. 1_5 Q / CERT. NO. CEO/ _5 ) 6 1.2) TO: .4'77? r PROJECT S-) _ —g-P2-ksl /q 1.-44 -,Ll1 . h] i 68 LOCATION S) )7%%i59u -7 . RGv /� BLDG. PERMIT NO. ‘8 OWNER 7 D . ZU,If 9 v7 WEATHER Q// (Z. ail-sr TEMP. AT AM AT PM /4-1/7.e? 11-101,/ aim; 9cgORS "-OP y S ENGINEER ,vazs0 t) ,?o c. )4_ Arc ATTN: ARCHITECT /%% a /9: CONTRACTOR 71/7 /3 ears i (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY •"--riESTEEUMASONRY _ STR.ST/WELDING -- OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS WALLS BEAMS — — LO4 CATION (AREAS) Toli) 5.7 • " - . .. ./ A - 2. . o e A /= r / - "? — ti fr ro/. % °f 1 L. /rr 12P/=,4dod A .Tef 4i i C' Pt, C('oa1 Z. Vs "" Lalia 3is20 t 4 t),2 • Al-e•44 . 4 4 1 . 7 / . . P m/: L45 r s/ i . z r , 1 t -v *mg . z"'i7 P.Loo•2 it i5'.' V To G .2 '42'L i Fr ()"9 Ar i 4S G &.,o,g 05- 7‘. t • • s ro /c Z "l=' Fitool I srfltU7 ,1.4 -r. CC, ONCRETE/MASONRY SUPPLIER S7 r- / skin RI- MIX NO. 703&/ L?t0d Iii I it-77) -r- J e 44- DESIGN STRENGTH (f'c), 4426 7 l8v V '1) 4.)/4y 1^012. r`° - TOTAL CU. YD. PLACED / 7 SLUMP(INCHES) AIR CONTENT (') T"4v/ t? / tW 0 A 4d'.LB. SPECIMENS CAST 3 Vieg.g.8 1 ,' --2. Ad-1 SEE CYLINDER REPORT NO. NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT, APPROVED PLANS, SET NO., AYES — REMARKS: ,. _ T /./ ),:e> 44 ., 7 s; ,446.1-r- .7.29-igee-A) tip) /? n.1 . HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: FIELD REPORT COPIES TO: (1\121 - Cn6r " O (., IUr�'. ,7u030 U(VO L-ii SIGNED: CASCADE TESTIIy" LABORATORY. INC. TESTING & INSPECTION. .NGINEERS /GEOLOGISTS PREVIOUS 1 REPORT No. •� '� N! 59222 I� i nlwlcLA V w4I N ..03A f2o.IS23•..00 DATE L. ' 3 / — 5' C) CERT. NO, _ 20/ —S 7 evtwrrT MOM 25••OSIT RECEIVED CITY OF rUYW!LA 32) JUN 1 3 L i 1 J PERMIT CENTER TO: "4 R t..) sr • PROJECT x779.9 r=.J.n tL -gym s * �e,e-XJ: LOCATION 4 80 S- .s'c>v rN e'a'�v72 r3L u /' BLDG. PERMIT NO. ../ Z 3 OWNER "P ' • --OX y, WEATHER 'l,i /Gi2 C, ,9--57-- TEMP. AT 7'30 AM /5 AT PM %/FA<L_4 -iV/? 4114 ? a›tq3 —o69 ENGINEER A_Ja•o/u ?vtJ /2n 469 ti ATTN• ARCHITECT rq • /71 [ T n CONTRACTOR l i l • 77 ( 2M Js?`- (2) INSPECTION PERFORMED — RRESTEEUCONCRETE _ RESTEEL ONLY •RESTEEUMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB COLUMNS WALLS BEAMS — -•- — (,) ' • LOCATION (AREAS) r' .Z 7-0 3 F 2 e Tv [' s 1 « 1i= f-iw✓J.L 2i .'=T • P .1.2.i To .3• S ice ,-- 1. 2S %v _ ".,' .t . . -- 0 t. o. '" e _ T . — 2 _ -- •.,tD - ` C', %!,V owJ i.2L 1 OZTr) 2.2 o.'n -4 RaP t--i rIs1. i—w -60,e - Li'. G. ?•Ory 4":4 /Sr.20ca) 2 )aL f= ,c..m'v'- CONCRETE/MASONRY MIX NO, / )R i1'7 /1)i. DESIGN STRENGTH (Pc) / g O U SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) G[ '('.4K/4el.A- SPECIMENS CAST 3 2. X y AIR CONTENT (%) SEE CYLINDER REPORT NO. k4 -58 . ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _NO _ REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: rn6(.1- N 5e --1--L;410 FIELD REPORT If SIGNED: CASCADE TESTIN( LABORATORY, INC. TESTING & INSPECTIOINJ. _NGINEERS /GEOLOGISTS MIN PREVIOUS �N. �, ' 3 REPORT No. N! 59221 If✓•111 ;r1w1(LA^Q \71∎711 QTOP4 96034 (10A111a34MDO DATE 5 -30 '-S 0 CERT. NO. _ g d / - 5 2 p-) cvcwcrr Iaos1 ae6•o617 �iECCIVPp C)71 or- TU/ ; ^JtLA JUN JUN 1 3 I,,, ; ,,�1 PERMIT CENTER TO: ,,// , W ' fic.7/[' PROJECT Sr?. -i'-s - %4k14/1 (11-A/vl7 CTx2, LOCATION G .63's- L so .2��r-, , X'.0 a BLDG. PERMIT NO. SB4...ir OWNER /mod. Z.O-( eq9 WEATHER Ce-e)). ' TEMP. AT 6, : 6D AM `33(' AT PM _ r ! . O ' ENGINEER ./497-.5 0/i/ /.ZOC' /Dig 6*'T ATTN :. ARCHITECT �-� CONTRACTOR m' W. G1CU/).Sr- (2) INSPECTION PERFORMED _,REESSTEEUCONCRETE — RESTEEL ONLY _•/ STEEUMASONRY ,_ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOOTINGS AUGER CAST PILES — DRILLED PIERS — SLAB ._COLUMNS L WALLS BEAMS -- — –_ (LOCATION (AREAS) 41 /472) -.'"a-`72. k)A'LLr 2 1117 .G) h i ■4.--- T a eo O n.1 C ;4/ A/N )7.1 mN A' / 41- r`AOv /2. CONCRETE/MASONRY MIX NO.. a IV/ 2%1 DESIGN STRENGTH (f c) / AU ) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) 44' o.eR- rfLdr SPECIMENS CAST 6 _21i L/ AIR CONTENT ( %) SEE CYLINDER REPORT NO. 4-9 FR 5' NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _YES — REMARKS: 2.4-14.1.,C) 'Rd %Aiele i,L�ci� / !� �/� .v c�z /21 r? 1c (r, 14-LL r7 4-1 , 4_,J,/ • 2.6 To 3.3 0 .0 F oT / S 14 /2671) L.. c Ay-- •4• s w dd,.kii HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: rn I ,m6R -nn6: uI►z6 2FIELD REPORT 'r SIGNED: CASCADE TESTI ' LABORATORY, INC. TESTING & INSPECTION .NGINEERS /GEOLOGISTS 12�■.. AGE PREVIOUS Z REPORT No. N9 57143 I111111 J ZIOW11 -;;P v TON 90034 (20�Ia34s11o0 DATE S = 9- w CERT. NO. 5)O/ -- 5 7 cvtwrrT (209128 O•l7 RECEIVED CITY OF TUFtbilll 1� JUN 1 3 1990 PERMIT CENTER }� TO: / 7 / /? C' L7 S % PROJECT aS�lXl -Fg %% /4 LOCATION 6 83s- soc r� C ro)t 73A- v,o - BLDG. PERMIT NO. l'-0 6 3 OWNER 7- O ' Re) •>e 8 G�9 WEATHER C.[-2_ TEMP. AT si p e AM (LNG AT PM ki /1kA14/0 /4J if iBQB.� -a8v7 ENGINEER .r> so•c) L?61.2D/ -c , ATTN: / ARCHITECT %n 67 A ' CONTRACTOR �i13 (2) INSPECTION PERFORMED _ RRE�ESTEEUCONCRETE _ RESTEELONLY _��RESTEEUMASONRY — STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS r SLAB _ COLUMNS —WALLS _. BEAMS -- — (LOCATION (AREAS) 7T) 4 o/l% ) .c / �/r' / J1- ,GLa c1,e .«sT .ry �vu�. s / s r ,L .,� l'' 4) .Tai c>") I� ./..) ivr? .Z' r"'L o G.14) . CONCRETE/MASONRY MIX NO. LV LT nl 1 sc 6,":-D DESIGN STRENGTH (Pc), .2 SUPPLIER TOTAL CU. YD. PLACED / 6 l? dT SLUMP (INCHES) liJ1D Q/! .14.E .i SPECIMENS CAST .3 ` Z L AIR CONTENT ( %) SEE CYLINDER REPORT NO. `�; ? 2 17 _YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., REMARKS: HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: reef- An")(-2) -c06, . 1421- JZ Toefio FIELD REPORT SIGNED: CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126*1. PLACE KIRKLAND• WAB*4.GTON 96034 EVERETT TO 111:6 Gc *) 6'7 (2061023.9600 (2061 269.0817 4 -/-4. /D "goe3 -0 Se-1 / ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA Cr { 01I • SEE FIELD 2 J REPORT No N! 59892 DATE ,iag-- / —5 b CERT. NO. ,o, —s7 SLUMP %AIR PROJECT 5.77711-74-g-41.-1 (d&4 4 i - dev- r6371 LOCATION 6 86 3 ......<e)6)7-711-e.,74),-A-02 / /i-vn AIR BLDG. PERMIT NO, OWNER 7 C.A. WEATHER dv-. J—_ TEMP AT AT Y AM PM ENGINEER RJ40 Sir) 1098.%1 /].¢f, Ls -�s TOTAL ARCHITECT 13�/ -° 5 7° CONTRACTOR 6-;- f 7 el,-,A) 51 TRUCK SAMPLED .-7/i TRUCK TICKET No.,24,.2-y/ TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /•g5'ICf-v/i9 (o —7 7 C.A. 6 a 7 S/! 6yc Y a 3 5 GJoeKMr-tr -�s TOTAL 13�/ -° 5 7° 3ie ' 6-;- f 1/ /X. 6-1-'0 G- 8 7 xy COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD 02oar "ova DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 6,5-43 4 FA. 2,1 8 D (o —7 7 C.A. 6 a 148100 WATER 26 0 1 -�s TOTAL CYLINDER NUMBER OATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. ?i l d co 6 -/- Sb (o —7 7 «xyxR tGc►6' 148100 3/07 1 -�s .2-8 ,792-6 3ie ' 6-;- f 1/ /X. 6-1-'0 G- 8 7 xy 1 S9 3 /I 3 G- ;.-5" 2 . 3/ i c( /_ G -4-5 -s j PRODUCERS: CONC RETEi5- AJk AL,-•f/ AEA ADMIX PLACEMENT AREA & NOTES (.•rh u- C- t.1/%J�1« CEMENT P12-Z 14- CAC 12 er CU. YARDS PLACED 9 w*Ac -- DESIGN STRENGTH �C'PV /� 8e2 2 INSPECTOR: (fl(3 COPIES TOON16C - c'fnnb • IV 1=7, - . I ,J U i) W t� SIGNED: C CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126Tw PLACE REECM /Fpp/!gp KIRKLANO, WASF-NNGTON tieo3A CITY p 7U..Y411J\ EVERETT 2061299.0817 AM r 3 PERMIT CENTER TO: fir' Zi eo KJ S, �v /Ux 8Y9 1,/,12K /un / w /a • 9e ce3 - 84 l ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. N9. 59891 DATE =3/ -5v CERT. NO. ic.) /-S7 SLUMP PROJECT S7 l9 -7 .�i}i2rv) 0 4-14 i Y11 t L' c 17TrV_ UNIT WEIGHT LOCATION SVS3 Sac-) ,gt! - 7t) r&n 77A-v/, CEMENT FACTOR BLDG. PERMIT NO. 6r°63 OWNER AIR WEATHER 'OCJ472 L! A^3 T TEMP. AT 7,'30 4•/2 a AT AM PM ENGINEER 'L4%756 56 Av %'. uA2 D r -C-� r' y2 5K ARCHITECT t�. 60 ° CONTRACTOR 30 95' TRUCK SAMPLED c�'t /3 '71 I)L TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 8.130 WO 214/4661 7 Al cA1 y2 5K /D3 60 ° yS c 30 95' 6.- a? TOTAL COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / 5/<' STRENGTH PSI SET N0. FA. Z 2 5H • - 7 7 Al cA1 y2 5K /D3 3_6,70 WATER 30 95' 6.- a? TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E W 11HT TOTAL LOAO STRENGTH PSI SET N0. -3-a- 7. y s 3 I - 7 7 2--rV • . /D3 3_6,70 30 95' 6.- a? zg PRODUCERS: CONCRETE J�lj' 8r) AEA CEMENTT%,t --= ADMIX. CAC12 CU. YARDS PLACED DESIGN STRENGTH /gC) d PLACEMENT AREA 6 NOTES P 151eer / zv 0 Ali u tv SC '9 -;'VP /xx.i. /2 COPIES TOti t jl')i - l'Y'iC2:_r " (1(: - fl INSPECTOR: SIGNED: �-� T To: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS CITYcdosl ,,C) 12919 N.E. 126y.. PLACE KIRKLAND, WAS4*.O1ON 9603A EVERETT (( j1,R061 269.0617 02v do v.s �c7• fox 8Y� kx4,4 -Aii.0 2gene 3 PERMIT CEN ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT o. V /r�. N2 59890 DATE CEQRT. NO. {- SLUMP %AIR PROJECT j4,.04 ems • CEMENT FACTOR TEMP. s r799- F.47e,r1 C4 LOCATION d 6- `sour r+ />vr1g'''Z [3A-v1:1 7.- Qiisrro eAo fk4i!rto% BLDG. PERMIT NO. 5663 OWNER I /� 6 4IQ On WEATHER i'%fi /1 �y TEMP. AT6. l5 -lo AT t AM PM ENGINEER ,4/ sp,✓ ZCIeJ,42.CrAQ TOTAL ARCHITECT in 674 62° 66O CONTRACTOR i71 .77 L'rW1)s7T � 4/V- TRUCK SAMPLED iron M %4.L TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 7.- Qiisrro eAo fk4i!rto% 7 I-1✓NC C.A. I /� 6 4IQ On t y(>ols WATER 1;0° .r•A'KAafLOr -.1=t C/A? TOTAL 62° 66O � 4/V- { '3036 4-3c 6)A 7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 S,< STRENGTH PSI SET N0. FA. a,Z„. Sif• 6/6 7 I-1✓NC C.A. I /� 6 4IQ On t y(>ols WATER 30�� f C/A? TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 3 D A 7 j-:_,..? o 6/6 7 Z A y 4IQ On t y(>ols 5a-7—Z, 30�� f C/A? z8 � 4/V- { '3036 4-3c 6)A 7 4.57,6 1430 cSar 3v 3( (% _2-8 , • PRODUCERS: CONCRETE /z3 71 i CEMENT AEA ADMIX.3� 44 Lpi+19,° 3 ~ K CAC12 CU. YARDS PLACED DESIGN STRENGTH. 18O PLACEMENT AREA & NOTES ,/�J /(/ie l�t~t ' -Z 2 C.1% Le_ 47.40 Ae A4-4/...„5 IF 4 A-tK Jc7 ft) 1.4-74-c L,�n1P • I /r • COPIES TOI Ql' -CCf: 'IL L IL.I;T) INSPECTOR: l2) 71---E10 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 11919 N.E. I1e*1. PLACE KIRKLAND` WAS1-94GTON 9e03A EVERETT CITY F1641 icw 17 JUN 1 3 199Q TO: 8. c. c,i (45-7-474/ i c,iti PERMIT CE_tJTI-R /?o, E3 <:x 849 /RA-z yIuQ e, 4 4q'0 g ATTN' THE FOLLOWING W NOTED:jI/41' —703z/ FIELD TEST DATA SEE FIELD REPORT No r f1-7/3 N9. 59970 DATE TU - ,5- /? Vqr� CERT. NO. 901-.5 7 SLUMP PROJECT - L- Ar /i/ A L LOCATION 6'e a,r' eSou,-/./ GE.t/7 A' acv", TEMP. BLDG. PERMIT NO. 671)63 OWNER .577/172- ,470c7/-1 vow WEATHER ��T CIOU1O_v TEMP. O '06 AT AT // '0 AM PM ENGINEER NS./ SoAJ'R/_,uA0.AGE 4e ggli ARCHITECT �ir4 — CONTRACTOR ,4// CO 1_)3 1?t2 71/,A TRUCK SAMPLED 3610 TRUCK TICKET No. tX 6 $ 6 7 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR &;VO fr4a 7 C.A. el 960 725 O 65" 4e ggli TOTAL 3 0 0 (- '• 6 /,)• it, z If 5- COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4• ' 4 SET NO. FA. of _g 1 so 65 7 C.A. el 960 725 O 44 5"30 WATER 26p TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 000 //Iq 65 7 ,yXg ICQ•d 725 O 44 5"30 1 3 0 0 (- '• 6 /,)• it, z If 5- PRODUCERSt CONCRETE 6 -,„.„<<1 -%614 CEMENT AEA - ADMIX. CAC12 % r DESIGN STRENGTH. 2 DOS PLACEMENT AREA & NOTES PIk..ecQ 1\N_ fiA GL1►! µ�G\\ A , 'tO k) t; ‘4, Qy�4"Slt_ 4 L.1-. 111S J Cle,,t; l0 I- S 7Ly 14 -k,1/ /r Ji l/ Jl v /P'mJJ "S p4/t.S.,/� ' .4o !a - 21J a .. INSPECTOR:. .21. CU. YARDS PLACED COPIES TO:1 \ e_ -Ary A(- - I 1 - 1� • •151--- - l.) 4(2D (47' /1 SIGNED TO R. C CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12010 N.E. 126.+ PLACE KIRKLAND, WASHINGTON 00034 (206)623.0600 EVERETT ,47 7. '119 9 / /?f 2∎1/1, l_JA c18'0 S3 (2 t;f13,t J- '7 CITY OF TUKWII.A JUN 1 3 1990 PERMIT CENTER ATTN• THE FOLLOWING WAS N ED: //WG>- ,1( FIELD TEST DATA r SEE FIELD Aitj REPORT No. N2 59253 DATE CERT. NO. PROJECT �i71/j'F Ff//?jj Cz-4J,-/ J7 4 LOCATION F _"3..-- 6-r-�e.rr� ce-A r-7o.• &Z.LIQ. BLDG. PERMIT NO. ,5", .3 OWNER .i7?/7r .- ',r TEMP. / • /O AT AM 6:-.f0 AT / /'wPM WEATHER f7/ ?% elC'UUV ENGINEER A) E'L ,Sca/LV .?ntl/?lJ�i 64-5" ARCHITECT , 4 CONTRACTOR N/ R. <.'M.t 1 ' 7A'L/r 77 ( A J TRUCK SAMPLED - TRUCK TICKET No. '" TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /,:,qa 6 /u. l/ 7 ..4wG_ 4.4w- -ed. 2.s,[ G z 0Q 66 ° -o l 1341 TOTAL 66 0 ,67° q(tv 6 7.9-i 51 4 2-197 6lr 7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / .SA. 4 SET NO. FA. .? y Siv,.i6 G /S 7 ..4wG_ 4.4w- -ed. 2.s,[ G z 0Q 1 G 70 WATER TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. a i.�y S/9 G /S 7 2x4 G z 0Q 1 G 70 1 q(tv 6 7.9-i 51 4 2-197 6lr 7 Li 200 l Li ?) z PRODUCERS: CONCRETE AEA ADMIX. frle PLACEMENT AREA & NOTES P�'s1 Qa4 k CEMENT CAC12 Frown. CU. YARDS PLACED DESIGN STRENGTH / gC, c_ 5 • e %inn � l ' 4 o 10' COPIES TO:CIN•)2 - (Y\13F -111U 1V °`arc ICI - 7 (• // INSPECTOR: SIGNED: To- CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.. PLACE RECCIVr KIRKLANDO WASHINGTON GTON 9e034 CIT7o v ' Y� EVERETT V j' 239•` fl M. E. c_ms--T n►3 P. o . E4( 6.144 ) <1RkL4U.D , LL)A 4ga13 PERMIT CENTER ATTN• THE FOLLOWING WAS NOTE FIELD TEST DATA SEE FIELD REPORT No. N2 59250 DATE /=Fr- ,�/�,s' q0 CERT. NO. 9a /- 5 7 C& ti7FA IAI A. FARM PROJECT STATE I,gIPw1 c1.}/ /it-1 GE.u7er? OWNER STAB E LOCATION 6'V3' . puTh/ BLDG. PERMIT NO. 3'< WEATHER _ PR . GLOuDY TEMP. v p`-5 AT �'_ AT / /•`/t PM ENGINEER NIEt c.co kV BouR0A6-EA (SLUMP Ru'N ARCHITECT t-1 .....c. _. ONTRACTOR M. R. cr)KN T Rt9.criO►M '4 O TRUCK SAMPLED TRUCK TICKET No. -- TIME DESIGN WEIGHTS %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR t "15 (SLUMP Ru'N 7 t-1 .....c. _. y Sk '4 O 100 65- 2: (5" G Aa TOTAL // ' 10 670 l a. F a g COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD OATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT I SK STRENGTH PSI SET No. FA. 214 Sts44'WS 6 ^l 7 t-1 .....c. _. y Sk '4 O 1 512 WATER yEDS"Q!r! G Aa TOTAL // ' CYLINDER NUMBER OATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. X 0 3 5/2S 6 ^l 7 2x4 '4 O 1 512 AToy G Aa 28 ' a. F a g 6'/ 7 X00 t 1 z cO z i )- FO 5/ 4 4 --;;.. 8 , PRODUCERSI CONCRETE AEA ADMIX. G PLACEMENT AREA & NOTES PIliC' �• - felf? 1`; /G/ A' CEMENT CU. YARDS PLACED DESIGN STRENGTH 1 i ; oo - W, .US S:f Ir ..,tu 11 Q - 4r5e �11f /d anti /C,/ sY<.f .JJe // (? l ,s..)41/s 5'% i ;4. CAC12 �y� ( INSPECTOR• . COPIES TO: �I'�C - 1 L6(,'�1L (V 7-`Jr / �/IIG��io SIGNEDt E TO: t CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126m14 PLACE KIRKLAND. WASHINGTON 90034 EVERETT ry1 13 P D. rAoi( 12029 2123.9800 1iitlwl De 17 Cl . TUrwILA JUN 1 Pcnt,frr LINTER ATTN' THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No 5 S N2 59219 DATE 6- -1f - ,, o CERT. NO. ?0!- s 7 PROJECT LOCATION g33 S- Sc7v7-74(_ Jr7-v2. 1?L Lf BLDG. PERMIT NO. e-70 en 7 OWNER WEATHER n !gypun`! TEMP. AT AM /o 3 AT 12.t..i, -PM ENGINEER (\1 L`Z S n 1.1 73r) 2 iTh ig 6- 67 ARCHITECT Yl) rx 4 CONTRACTOR - 1/Y1 lei TRUCK SAMPLED Q0 )3 41 1 4 TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 1 / .. SK 5 -11?) 7 FA. �t.t 514 . C.A. 22? U Ze13l WATER -8 2 i TOTAL ciao 30x0 e- FS 8 15r" 30 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 5K STRENGTH PSI ■ aIWtte 1 / .. SK 5 -11?) 7 FA. �t.t 514 . C.A. 22? U Ze13l WATER -8 2 i TOTAL ciao 30x0 CYLINDER • NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH PSI SET NO. 22130 5-- 1 1 5 -11?) 7 �octi 700 0 22? U Ze13l -8 2 i ciao 30x0 e- FS 8 15r" 30 PRODUCERS: CONCRETE 73 Ykt11( AEA ADMIX. PLACEMENT AREA & NOTES 'n 4-11 LA. CEMENT CU. YARDS PLACED CACIZ i blrl7r'72i84Z L= 7-F2/Q12. DESIGN STRENGTH / L4-1) INSPECTOR: /2Z --/ /% COPIES TO: M(3C. -,(1113F •m6,, •1\)3 -jF — r Uic •1 1 3 2W SIGNED: C. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N 126, •PLACE KIRKLAND, WASHINGTON 9003• EVERETT TO: r7� /3 r-oA1 • . 1200 023.9000 12061 269.0017 CITY OF Tl KWILA JUN 1 3 1999 /mod /lox 44,S PERMIT CENTER /e C AO)/ W)4 la o 3 -Gc9c/ 7 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 4/ REPORT No ,3 7 • yT N9 59218 DATE 6-- 1O ') CERT. NO. %U / -5` 7 PROJECT .1-- 7-73 -.7a." . ,4I LOCATION 6 RS S So v C' c--l/ P4-72 13L. u p • BLDG. PERMIT NO. 6 -"RG 7 OWNER WEATHER Q [&j/2 TEMP. AT ? J o AM JL'Z,GAT PM ENGINEER _Ae"A -7 cup/ 730 u/7I]/' ( ARCHITECT r)"%("142' CONTRACTOR i-Y%- 77 TRUCK SAMPLED t YE)F 41 I iL TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR J Colo ro432 7 FA. , ) .4, .S/J -. C.A. G 30 5.., 7 ►RB WATER u----1 2-e TOTAL q5tp 3036 2-1910 10 f c ..._--7 , Q rya 30(00 COMPRESSIVE STRENGTH tv�4 -1_G 73 S/ BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / 5/(d STRENGTH PSI SET N0. .4:An d %. S, 5-0 7 FA. , ) .4, .S/J -. C.A. (1 90 7 ►RB WATER u----1 2-e TOTAL q5tp 3036 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. ata4- s= / 0 5-0 7 cr µ (sod (1 90 7 ►RB u----1 2-e 1 q5tp 3036 2-1910 10 f c ..._--7 , Q rya 30(00 PRODUCERSt CONCRETE IV I) CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 PLACEMENT AREA & NOTES / /- ( 1 , (,1 7-74-; /2 S. DESIGN STRENGTH 1 .? .SOU / rZi44Dt? 5 A.- 792=-7- ' .44( U (� INSPECTOR: �/� COPIES TO: ! ! !I) `r%JU� .5 I m 6 F VI"t3U SIGNED; T SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126114 PLACE KIRKLAND, WASNNOTON 96034 REM 7Q91e33.9600 EVERETT CITY 012061'2Yi:.AS 17 JUN 13190 TO' 2 '' S r• PERMIT CENTER f'o ' a3)( �3y? kaki-4,1/4//) > ij,) 9 ea g 3- o8(, 2 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA N2 59217 DATE v -y ,' 0 CERT. NO. moo, -S? SLUMP PROJECT 1S7771-'2"-- / ,4,2 /eVI UNIT WEIGHT LOCATION A(3s" ,SD,..,,79C yr 72.Z Lie/ . CEMENT FACTOR BLDG. PERMIT NO, Cra 6,3 OWNER AIR WEATHER TEMP. AT AT AM PM ENGINEER /i %h -<e, A..) 7Sene1/2 e7 , -Q,' _ ARCHITECT !/Y1 /� 4;g° CONTRACTOR ! 7 215"6 TRUCK SAMPLED 00i2'/1%44 TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 2 %.30 WORKIkit -C )-6 C.A. _ S '7 °v il rOd 4;g° bP!° 215"6 53 TOTAL 6-6 2S eZoo .24910 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT J `5 k STRENGTH PSI SET NO. %1 entlr FA. y?. s /< 2.Y 5/AL s -/6 . -6 )-6 C.A. _ S '7 °v il rOd / sgo - WATER 215"6 53 TOTAL 6-6 2S CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 2)s' s -/6 . -6 )-6 _ S '7 °v il rOd / sgo - - 215"6 53 2157 6-6 2S eZoo .24910 PRODUCERS: CONCRETE 1't) IflL4 AEA ADMIX. CEMENT CU. YARDS PLACED CAC12 PLACEMENT AREA & NOTES /0,4-1e...973 J'i n �• U u%�=� DESIGN STRENGTH C) INSPECTOR: � M ^ 1 COPIES TO: C (5C ' CneF 111 -rJ13 .5R" to - 5-0Z SIGNED T l CASCADE TESTING; LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 129I111 N.E. 126714 PLACE KIRKLAND, WASHINGTON 9003A RE, "� ��i3•oeoo CITY 0'� it)I;.^VILAA EVERETT 12061 250.bb 17 JUN 1 3 1990 �J PERMIT CENTER To- - /7 CU)t.,& %i ?(J r7'7D r) / <i /?kLAAJJ9/ 4 S'45,©,43 - ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA 1. REPOIRT No $ 7 / G/ Z N9 59216 DATE TIME SLUMP CERT. NO. PROJECT VEILD CEMENT FACTOR LOCATION G 8 S sum/7? c - /vT?2, 4. v7 • BLDG. PERMIT NO. ,SBG 3 OWNER WEATHER I,odaKku_(.7 7 TEMP. AT 5),ysiAM 5,2° AT PM ENGINEER 'L.) U/L) , '- j4 e7 4-77 ARCHITECT 711.5 j CONTRACTOR 71 TOTAL z8 TRUCK SAMPLED (Y013 /Y1 le TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 8 cc I,odaKku_(.7 7 0 2-Y 544 'o0 Ao° S.'-' 711.5 j TOTAL z8 l ova D 3 t 4 0 _. 2.IIto c o - S z - � i 'i goo Z9 o C COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 Si< STRENGTH PSI SET N0. L//n0' VZ 5 -lE 7 0 2-Y 544 'o0 2520 WATER 711.5 j TOTAL z8 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 2114 S- 8 5 -lE 7 a-xy 'o0 2520 711.5 j ( -5 z8 l ova D 3 t 4 0 _. 2.IIto c o - S z - � i 'i goo Z9 o C • I PRODUCERS: CONCRETE Y D ' Ix) I L AEA ADMIX. CEMENT rf/!%�_r CAC12 CU. YARDS PLACED l �% DESIGN STRENGTH PLACEMENT AREA & NOTES/ d4r , 2 /taJ eL4-1 // GU 4441 S . Tim.+ -7'1 r'.4L. Are ..),2 / .7,6 V- /? , T /i1.427.- C'# L /7e.)1,) J--z. s- L= F /LZ /? 24i/ 2 /= ei ,e rieg-)7 INSPECTOR: COPIES TOr meg"' -mtr - /'l 'Ai 6 - 5 -7 Jk 67 L: -ft 5-17 SIGNED: TO • Iv( 6 / SEE FIELD CASCADE TESTIN( 80R*Tl RY —fNC:"'•�- REPORT No. �2 J7�i TESTING & INSPECTION / NGINE RS /GE GISTS} I,lll.h;'nlr!'CI i_', 12919 N.E. 1167H PLACE KIRKLAND. WASHINGTON EVERETT [..----- 12061023.9900 Mf\ 1 2t}1 26 ...19 C977S fr*c-." 4"/ 41.2*--4.1iy..,:,.t.tor: CITY UF o x B i ki; Ai} 04 98 0 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA N2 58392 BATE I /8 — ?O CERT. NO. `- ©J -S7 %AIR P OJECT YEILD CEMENT FACTOR TEMP. CONC AIR LQCATION be 34 .sov4cPtl ,/&,- g/j BLDG. PERMIT NO, OWNER 3X Lime- WEATHER A r‘,O V t rev TEMP. AT AT AM :FPM ER ENGINEER __10 1 ARCHITT�E /ACT/? CONTRACTOR M A5 4—he s-- (6, 78 TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR z45 . 5...l?J s,,K,.1 3X Lime- sigoc) t rev WATER %s -i3 5-- -ic4 TOTAL 1 13 y `I 4—he s-- (6, 78 7-)(1t COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU, YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / .5A STRENGTH PSI SET NO. FA. 215 ✓ /? OI'e6 L1- 2 S 5...l?J s,,K,.1 3X Lime- sigoc) t rev WATER %s -i3 5-- -ic4 TOTAL 1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 3 4 2 4 -43 L1- 2 S 7 2 )44 sigoc) t rev 54. )4 %s -i3 5-- -ic4 8 1 13 y `I 4—he s-- (6, 78 7-)(1t PRODUCERS: CONCRETE AEA ADMIX. PLACEMENT AREA 1 NOTES CEMENT CU. YARDS PLACED CAC12 % DESIGNSTRENG H -CO C -7 L --7 1� !) cj- %= - 7 INSPECTOR: (01::,11 {�_ r �y, ,/ a. COPIES TO: ''�l�L /Y ti�� �1 � ]T �IIK -GV Ila 5 SIGNED: To: SEE FIELD CASCADE TESTY' LABORATORY. INC. REPORT No . TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. MST.. PLACE KIRKLAND, WASHINGTON 12051523.9800 EVERETT 10 I f' Ij.TI I' is 007/ j c 113 cO/7, toc i - ro 1?D. Ko v 8-1 xirkI n) 14 AY 07 1990 PL,`d\;I; i1(a DEPT. ATTN• THE FOLLOWING WAS NOTED: G CO (AT FIELD TEST DATA NQ 58394 DATE jI -/e- 47"D CERT. NO. 9o/ -c5 7 PROJECT . 5�-. re i4-.1e-7- /r7 OCATION L _�' 8 .So,?/ C9h y d/2J SLOG. PERMIT NO. OWNER NEATHE C•t91) TEMP. AT AM 44 b AT �.:f...5-PM ENGINEER jye sof7 ARCHITECT /if aA CONTRACTOR TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2.1/15 F,1 ✓/1 '7 4 940. 5-3voo 3-7gc WATER ZOO s- I(4, TOTAL t 3s-0 4'' /.e 5-- (o *45 41I41A. sell eit _ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT b .. e STRENGTH PSI SET NN0. FA. 2 /B° Li-2.s" '7 4 940. 5-3voo 3-7gc WATER ZOO s- I(4, TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NN0. I!3'18 1 -J Li-2.s" '7 4(4 15.01 5-3voo 3-7gc Se/ II t a 4 et s- I(4, ze. t 3s-0 4'' /.e 5-- (o *45 41I41A. sell eit _ PRODUCERSt CONCRETE AEA ADMIX �! 4 PLACEMENT AREA & NOTES G ` 5 / ' - 7 ) e -7 70 /` -7 c c,L -7 / F, ^ ` Avrtrw CEMENT y�� / CU. YARDS PLACED CAC12 % DESIGN STRENG A he / .0,P 4' COPIES TO l�1 r:-,r.. M OF ma Air -'/v /'t+i'1 /q INSPECTOR: SIGNS 00111r �- T TO CASCADE TESTIf� TESTING & INSPECTIO 12919 N.E. 12ST.. PLACE KIRKLAND, WASHINGTON EVERETT G ABORATOF2Y.!'INC. /E IrGINE�RS' /GE'O d3isTS 19903 111 AY 2,` :O 1 1 :0 ,7 P.D. Kou 6°4 7 xi rk%e fi) fi(% g6' oes ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N2 58394 DATE /I -le` TO CERT. NO. ? eV - c5-7 PROJECT/ Sra. re A¢-jr- X77 LOCATION 48.5 s,4,e.„ ,Cr AJL J BLDG. PERMIT NO. OWNER WEATHEf C!( p!% TEMP AT AM 44 b AT `L..�5M. ENGINEER /1 s01% ARCHITECT Ai GA CONTRACTOR TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR OS f2 ✓J 7 m 4X4* 760 7,6" 3-7gp 'gt- WATER Z+f'C 5 -1c, TOTAL 93g5-e) 5-5-.F1 t 35-0 4.`"10 s- - 'Co '5. 4 )141A C6/00 4/a 20 Sel 1 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT n ..5-6, STRENGTH PSI SET N0. FA. V e00 (1-25 7 m 4X4* 760 7,6" 3-7gp 'gt- WATER Z+f'C 5 -1c, TOTAL 93g5-e) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. I) 1 F 1 -/g (1-25 7 m 4X4* l5'.61. 7,6" 3-7gp ccr.T li I'3 `!61 5 -1c, 7-e° 93g5-e) 5-5-.F1 t 35-0 4.`"10 s- - 'Co '5. 4 )141A C6/00 4/a 20 Sel 1 PRODUCERS: CONCRETE AEA ADMIX PLACEMENT AREA & NOTES hevbf- CEMENT q (e. CAC12 % C 2 c- j' 2 G— 7 j CU. YARDS PLACED Ud'J DESIGN STRENGTH INSPECTOR:, COPIES TO; MF =.)r. - MF F N1a Nh.c'F -- )))1 1 /q At'o/4. SIGNED CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 120*.4 PLACE KIRKLAND, WASHINGTON ; 90034 �`� I . ∎ ; !-' � ' . 12vq eaai9�900 • EVERETT ..., .. (200)269.0E117 M1-IY 2 21990 �( f'� Co ,yam TO / 1 L/ 1 �YC -V, P, l kir� %a "J X44 98 o i ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA r SEE FIELD -m 3 REPORT No. C 7 N2 58392 DATE CERT. NO. SLUMP PROJECT) Ea-'h"7 UNIT WEIGHT LOCATION 6 t 34 Soolg,cttt e,i• g/v. BLDG. PERMIT NO. OWNER AIR WEATHER 4 (-4 O 1! TEMP. C9 AT AM AT ,,>.i: 45 PM ENGINEER /Y e SDy 1✓ ARCHITECT fit + Q WATE R CONTRACTOR M/6 1. 3 4 Z TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 945 s'e/ S,45,t ' Li m 1✓ i WATE R 1. 3 4 Z 4 -4 TOTAL 7 Z >44 s rov l rev .56./-22: is-13 s - ico 6 1 I1700 ?730 1 3 y .) ' le 5'"- (c, 7 8 12.)e/ 1 1 1 O 0 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / /eh STRENGTH PSI SeL J FA. 20 ✓ /7 s'e/ S,45,t ' Li m 1✓ i WATE R 1. 3 4 Z 4 -4 TOTAL 7 Z >44 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT ' TOTAL. LOAD STRENGTH PSI SET NO. i 1. 3 4 Z 4 -4 Li - 2 s 7 Z >44 s rov l rev .56./-22: is-13 s - ico 6 1 I1700 ?730 1 3 y .) ' le 5'"- (c, 7 8 12.)e/ 1 1 1 O 0 35'yo PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED AEA ADMIX. % CAC12/� % J DESIGN STREN.TH PLACEMENT AREA & NOTES ` ' " ` v -7 / COPIES TO; Nir'1,..I1r? k4 1.18,P 7Vkwi /a 5...z. INSPECTOR:. J1Dg. SIGNED: T TO: CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 12614 PLACE KIRKLAND. WAS44INGToN 9•03& EVERETT /V-/3 Ce) es772vcn Iry (2061823.9000 (206) 289.0017 /mod ge ,e Pc/5" le4, /) 9Roe.9? — oey, ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD S— �2 / (-7/ REPORT No N2 59215 DATE CERT. NO. PROJECT ...5-1-74 -7- r`.42 wi LOCATION l'3 S SarJr : )p &' 3 j ?4-rJ'D BLDG. PERMIT NO. A-86 3 OWNER WEATHER df� c /� l6417 TEMP, AT 9.: 7d AM — S d AT J PM ENGINEER /(2c4SOM gc.) v.2DAWe= ARCHITECT /J/f/� 1 `�/7' CONTRACTOR /' / /.7 ' TRUCK SAMPLED /'If I1'9 />! TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR ■ TEMP. CONC AIR .'‘,70 Cdheoe 7 5,4) 0 tj►.- y% C4141. euc/A-0-5 '7'9`) roe 2 og5 6.--1-/ TOTAL 1.. mod 20 86 C -V �o /d COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ( SK STRENGTH P51' SET NO. �, r,,t -..- Foe y. s/� 5 -I q 7 5,4) 0 tj►.- y% C4141. euc/A-0-5 /S5° WATER 2 og5 6.--1-/ TOTAL 1.. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51' SET NO. 2og1 s---7 5 -I q 7 ,2-Av 5S06 /S5° ..5,3-7-7117.2 ) 2 og5 6.--1-/ 2-6 1.. mod 20 86 C -V �o /d PRODUCERS: CONCRETE LTC e m O< CEMENT CU. YARDS PLACED dfricl1e' AEA ADMIX. CAC12 PLACEMENT AREA & NOTES C/44 /J G[J41'1C C S DESIGN STRENGTH / 3 x-1.) COPIES TO; (nee -(Th F :Y)( -A36-56* /13%- -.Toe c 0 INSPECTOR:, `+ -(( 517 7 SIGNEOi `. ;. D7743- TO: t CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLoqlsys E►VE, 12010 N.E. t261.. PLACE KIRKLAND, WASMHGTON 9003A EVERETT 77-2. . 7 ("e),4 J r 'jE�!/r✓°T%D /- 4 7 X gvs Xi/�/e2A/v)7 j Jj1 ,Bag 8v�j CITY pr: Trivm 033.9000 PERMIT CENTER ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 5 REPORT No. N9. 59214 DATE S" 7 -5-'v CERT. NO. ,e)/- 3— '7 (PROJECT iyl :/ EC! �" .,-/.51,2i4-7 !/71� LOCATION A 8 33' s zi4f''7Zive /-34.- -", . BLDG. PERMIT NO. 37 g 3G 3 OWNER WEATHER ,�/� c ) '/�2 C/Si.4> - TEMP./ AT AM 5 7 AT /2: 9 t 'PM ENGINEER jt .1L.4-51,4-47( Z■J# ).49 /-) er ARCHITECT G CONTRACTOR 4/1, 3 TRUCK SAMPLED J 0 / TRUCK TICKET No. 5-3 4' TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR `�SFi l'— vi /' 7 C.A. IV et- /.cati 3 co, s— 7 5 k - a zz.-12 (o - Li TOTAL I 1 caot 3o o lGto c) ,Z- 2.Z13 1 S " 7 (p -4 (l, -� 22 % g xSx I� �d 9 A rep S 5'7 7 c X00 0 t 30 1 0 0 2. D 70 2 z po i S -C7-DE- 22"` ZZ,S -4 COMPRESSIVE STRENGTH • BATCH DATA FOR 1 CU. YARD DATE MADE OESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 7 5-/r 4 SET No. FA. 7 (r3vQr- Cv — 4 7 C.A. IV et- /.cati 3 co, s— 8 3 5-5-0 Z 2 °► p WATER zz.-12 (o - Li TOTAL I 1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS S12E WEIGHT TOTAL LOAD STRENGTH PSI SET No. 2271 I cs 7 Cv — 4 7 8/1.6)0 2 IV et- /.cati 3 co, s— 8 3 5-5-0 Z 2 °► p s- zz.-12 (o - Li z8 I 1 caot 3o o lGto c) ,Z- 2.Z13 1 S " 7 (p -4 (l, -� 22 % g xSx I� �d 9 A rep S 5'7 7 c X00 0 t 30 1 0 0 2. D 70 2 z po i S -C7-DE- 22"` ZZ,S -4 1 (-I3 200 Z 3-10 • 1 2Z 1 "3 8 i.00 z c4 I PRODUCERSt CONCRETE C 73 ''UG Le) /44/ CEMENT CU. YARDS PLACED / DESIGN STRENGTH Zcze) 6 AEA ADMIX. PLACEMENT AREA & NOTES t 11 ) /AJ 44Z 5 CAC12 COPIES TOt CiVe ^ m i1) ( • (■)6 - . - T uA•-6A9 (G -1I INSPECTOR: SIGNEDt� TO: CASCADE TESTING LABORWRIRY. INC. TESTING & INSPECTION / ENGIIMW / GISTS 11919 N.E. 118... PLACE KIRKLAND, V9A*4 1GTON 9800.* EVERETT JUN 1 3°ep °°°° 11081199•°817 PERMIT CENTER �I ,8 . ecrisPEoCrovl Po. 730x ?;171 7/e544no dt/fi . 9io�3 -OiEe`99 ATTN. THE FOLLOWING WAS NOTED: on S /rte ROW_ FIELD TEST DATA SEE FIELD REPORT No N2 55807 0 A Ti-' 41( - FO CER'O] -S7 SLUMP PROJECTsi...� UNIT WEIGHT , LOCATION Co 3_35 -S-iejTACPiri i flue BLDG. PERMIT NO. 5863 OWNER WEATHER - TEMP. AT AT AM PM ENGINEER /O E/7,7 te:1 a xia/ei ‘9° 6/a CONTRACTOR k-I TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT , YEILD CEMENT FACTOR TEMP. CONC AIR 84 rF 7 a /S ‘9° 6/a ,, k-I TOTAL p- i 0 k00 �z o . (01 2, ) GM 3c315 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /5i. STRENGTH PSI SET N0. FD ��/ ,/ S 7 a S goo 2o -,mil WATER ,, k-I TOTAL p- i 0 k00 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 5- ( H-11 7 a S goo 2o -,mil 1 k-I .2-7 i 0 k00 �z o tV (01 2, ) GM 3c315 . PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 % DESIGN STRENGTH./ I. ' PLACEMENT AREA & NOTES___��� ---L -� �rL.� /'IC-r# 5 .EC 5 INSPECTOR: COPIESTO:10!3(.. -%Ylf ?i i7G . `i8-5(- 5o 5-'S _ SIGNED: /alKx+ai CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12219 N.E. 126TH PLACE.... N HMV KiRKLAD, WASOTON, 06034 (206/ 82341000 • EVERETT ... (2061 259.06 17 I,M!\Y 3 11990 ,1 TO A - Canal-04 ✓1 t ?.t) o)( $y6•t KI^r �14toc1 Loa, . —CM-19 ATTN• THE FOLLOWING WAS NOTED: R�svns FIELD TEST DATA 1D 3i-) SEE FIELD .°) 1.1 REPORT No u / NA_ 59131 DATE Li- A3 -96 CERT. NO. 901-5? SLUMP PROJECT UNIT WEIGHT VEILD LOCATION I (i 3S ,SDD4CI,Vrkr 1 l0 . CONC BLDG. PERMIT NO. E5WEATHER19 3 OWNER /J — -- TEMP. AT AT AM PM ENGINEER a too tijlj ARCHITECT / 1 i(I : J 4L` C-, LG.1Z. TOTAL CONTRACTOR 11 '�i., CynSQTcx.�hla�. TRUCK SAMPLED l: D6 TRUCK TICKET No. 123 06 9 TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR /a i5 /J — -- — 7s K 75 53 a too tijlj TOTAL 1-7ci 300, I 9-3 2.0 Os •(e3 ," . - I 3 3 '/- COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD A SET N0. SaFA rJ U aI ErD /J A Y 'RA C.A. ROU i'/DD I-7z35-0 Z cit. PC3 31o0 33 E-6 WATER a too tijlj TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET N0. ,1*, l?3fo 11- .73 5-- 2. a ihax12 I-7z35-0 Z cit. PC3 31o0 33 E-6 6i2 07-0 — — i83,? \ 1-7ci 300, I 9-3 2.0 Os •(e3 ," . - I 3 3 '/- �3 a - x x ��- (06 l S O P2.I00 C1 Li 20� 2020 /Votil6PwT __� '83Li 1 a 3 S ..--- d e S k-C'o c1 ed PRODUCERS: CONCRETE ST V n r( 7 AEA ADMIX ,n 1 CAC12 J PLACEMENT AREA & NOTES 10 �•1 44 `011 S ��4- L IQ.i,ckr SMS Y`(\.Pr1�� �►'L kfr a0 -q� Kl-v 4 62.mA d vv— '1— CEMENT CU. YARDS PLACED 7 DESIGN STRENGTN6' PO 6' 6 co(4a Zed') INSPECTOR: COPIES TO: i4)1 .vi. / --ac uS La 5-Ab SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS"'- 12019 N.E. 126,44 PLACE i K IRK LAND WASHINGTON 96034 EEE 12061023.0000 EVERETT f2Q6 J 8:081 7 1 To. , 7- • T J 6 / lei fr. k. 41- .3 n / ‘v� & y9 ATTN• THE FOLLOWING WAS NOTED: VP! 2 i FIELD TEST DATA SEE FIELD S- -2I 4' REPORT No L N°_ 59220 DATE S- -i47/ -f0 CERT. NO. a / -s'7 SLUMP PROJECT;1 - UNIT WEIGHT YEILD LOCATION 8 3 s— A-0,-;--ii cc:7701'bi2.. p Lv , CONC BLDG. PERMIT NO. s 8Co3 OWNER w1? /4a 7 WEATHER rSV tie -71._ n p9-s 1- TEMP. ST, AT AM AT 12L1 6-pm ENGINEER S‘.0 ARCHITECT r CONTRACTOR TOTAL TRUCK SAMPLED bin-6 .''f 1X TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 1 ! 12 w1? /4a 7 A,(/ Shl . C.A. 2 goo ■ 626 S‘.0 WATER r xt. TOTAL 2.3 i —% 1 a-0 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD GATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / 54' STRENGTH P5) SET NO, L.1 me: FA. 1/2 5k 2l 7 A,(/ Shl . C.A. 2 goo ■ 73 v WATER r xt. TOTAL CYLINDER NUMBER GATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P5) SET NO, 77,Z3 5-;" / y 2l 7 �.►� 2 goo ■ 73 v (0—At xt. 2.3 i —% 1 a-0 PRODUCERS: CONCRETE L'7s73 ✓7 / 11 AEA ADMIX. CACI2 PLACEMENT AREA & NOTES 1^ 1/111 ! C. IA1 44-1--.5 • CEMENT CU. YARDS PLACED DESIGN STRENGTH /3 40 L. --•4 DOGIC2/ / N �..`l,fe INSPECTOR: COPIES TO: 8C -n-113 - I∎.)(3 -S17 • f u (31) _sue 5 •2L/ SIGNED: L. CASCADE Q TINGee NSRECTIO NGINB tRA of LABORATORY PREVIOUS ,L-� Cj REPORT No. - y' " �, ` No 57190 IMPS N.C. Lase. PLACA KL''"'a �^"1�a nOApa'�o DATE ai, - S,.Z.<'V elQ_ CERT. NO. 96 l - 6-7 f cvcwcrr Laos► 211111/M0111117 0.-) / L63L PROJECT .. r v �f 11 N1 1 JUN - 6 1990 TO: It R. Ca M : • . • ATION - 83S .svuriq CA- AlTF'R c.L�,el., LOG. PERMIT NO. 11 4.7c OWNER _•TATE A-,4 A.N OF I UKVVI A P0. AoY 8e-14 -__ PI_ANN :NG D -fi , EATHER UERCA.57" TEMP. AT AM), Sit° AT q: 56 PM k % R k LA1.l D. t,,SA 4Rd R z ENGINEER Ale -/ sex( V Knu.A.DA4ES ATTN: ARCHITECT 14-foA CONTRACTOR M. R. C_e•A S-7-77 a ..Tin A) (2) INSPECTION PERFORMED / RESTEEUCONCRETE _ RESTEEL ONLY .,p„ RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED FOOTINGS _, SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS A WALLS — BEAMS --- — (4) P .. IOC 'LQ, 2. 4-4., W G ® /.f.,....... L . J 7D , LOCATION (AREAS) ( r I AL 3 - 4 7 0 3 4.4, �i !S /.. s-.. ,# %s Jt/ Arl LPL C 4 4&1r4 ww .. 40 • . : o.rt I.- 4. . • !y - ' - CONCRETE/MASONRY MIX NO. A.%1,1 Mr DESIGN STRENGTH (fo), ',r SUPPLIER A;iel /-41.- TOTAL CU. YD. PLACED SLUMP (INCHES) G•Jeei‘d L 4� SPECIMENS CAST 6'- 2 x46 SEE CYLINDER REPORT NO. 5.91 s/7 AIR CONTENT (%) YES INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _NO _ITEMS REMARKS: fa /f�� u•Stj /Oiled Qa#H1Lrr, r,Q 11•7 A010/ &LS e 0./ #141,..04/;_.4 (4-4 pee I D �vrrJ AlI ;stet) 4KrX p [,was /Tows ( /ach _ 4 "f,A 6G b,4• 4 @ .?GbO ■ r, r HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: Y'-► ac-7 h , 6 inCr, FIELD REPORT SIGNED: ,--- L . TESTING eg NsEEGT f07� :LABORATORY. NGINB ORS cit Y01.00'i1STS 11010 NE. tae.,.. PLACE KIRKLAND, vw►MNr CRON owes MOAEEiMDO EVERETT MOIR �N-0� 17 C6)LIIJNII�� JUN _ 6 1990 .. .� .- PREVIOUS Na REPORT No. 58990 DATE J S7 �+ Q _ T CERT. /NCO. 9 ., .J"T TO: y-) PROJECT _.r LOCATION t �.�..?.v�.�..'�� i, .1. J e -Y, - BLDG. PERMIT NO. r OWNER IT Y OF TUKWjLA � � -� Via- PI.ANNIN , C. WEATHER ��esu ��.4/ TEMP. AT AT AM PM /q .1 / r 1� % as", ENGIN /EE �l Q.v .Z�. 41 :2 ATTN: ARCHITECT ‘, 1 CONTRACTOR �LJ / r !/IM.f.l a..../.....,„ (2) INSPECTION PERFORMED ._ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY .4 STR.STIWELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED — FOOTINGS _ AUGER CAST PILES — DRILLED PIERS SLAB _ — COLUMNS -- WALLS - BEAMS — — 6.oGsssito T..At e (4) LOCATION (AREAS) rLe .L — — — - -, 4 •- - .7/t / r77104400,4 /�..... L, 5:y TONCRETEIMASONRY SUPPLIER MIX NO � DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( SPECIMENS CAST %) SEE CYLINDER REPORT NO. YES NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. — REMARKS: /fly dL/r• I. r_. ■ HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: h (�c-� w' ( Fl 1^-1 &� NE _S, tU bi7 • REMARKS: .; 41 Z. 41-2— 2)( ceS oda- 4.4SCO+< <.S iuv1J eZ(kJ trow4 S.OKIe1 Co4-fe r - 2t' a HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: tel ac., ► a F, rz tr; I /SF INSPECTOR: lifae. u FIELD REPORT SIGNED: L CASCADE TESTIN' LABORATORY. INC. TESTING & INSPECTIO , .NGINEERS /GEO1..OGSTS 12019 K!. tls•w RACE KIRKLM.q MMNwGTON 91111099 t2001923•2111100 90 1, PR1EptI UNO .,J�� 7 / 7 O N! 571,91 DATE-T-Li CERT. NO. TO: J // s 1111) j -( 7i)1-°4011} _. JUN - a A 1J9J 90 C)Tti, OF -. - ......,.. r —! _ a , ;. 1.1. , . L1KvVlLq PROJECT 174T' F .41 C / A JA-1 c^ FiVTFR LOCATION Sir t?7-/ ""A. 1Lt/1J_ OWNER STATE /= A�'iLt/ LD(P RMITNO. S�P�_3 P. 4_ E7 OX �5i 9 � t5 OX WEATHER PR72. r)11Df TEMP. / ' / AT AM t) 7 AT pCX-7 A /.4TkLifNp /,.JA ebrelA3 ENGINEER /UFLt'liJ /i c 81.41 ATTN: / A,RCCHITE�CTT !"/6"•'/ CONTRACTOR j R. C OiL).5 % 71GhG "Ti. Ai (2) INSPECTION PERFORMED _ RESTEEUCONCRETE ___, RESTEEL ONLY _IL, RESTEEUMASONRY — STR.ST/WELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED _ FOOTINGS _, AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS . WALLS BEAMS — -- — (4) LO�CyATION,(A %REAS) Yt4 /.Y P14 I.n. 1IM.t.. l _ - tn,n.. 2 40 3 c 4 - /i %k. /Z'. �v��..e r 4.2 L /�'+L 2 '� �� /�� / // 1 / f /, . K. S lie.", z to ��N /'■ GiwG 9 4- 7/A►.ft C 7o `'.s•'•+ (//4 4/,' /Z/.S /;,.. �ro� d 70 .f / /.i4 �r / Q.slr. e. 1i* 4 d M Sfrv. i 041 ‘1,4 / s /A0 - i d l�5y CONCRETEIMASSONRY/ SUPPLIER 1140.4,/ bronwi MIX NO. / iJJ �1;( - 7034 DESIGN STRENGTH (Pc) - 111G�U - 200C ) f,� F l /i/ / 1 'Y '-' 5-44Ne aJ4�.( TOTAL CU. YD. PLACED - 7 SLUMP (INCHES) AIR CONTENT (1/.) `w0I �/' SPECIMENS CAST, 6� Z' V. - 3 — 4/x Ys SEE CYLINDER REPORT NO. 592 4' — if( YES NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., „ — REMARKS: .; 41 Z. 41-2— 2)( ceS oda- 4.4SCO+< <.S iuv1J eZ(kJ trow4 S.OKIe1 Co4-fe r - 2t' a HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: tel ac., ► a F, rz tr; I /SF INSPECTOR: lifae. u FIELD REPORT SIGNED: REMARKS: Moe b,A[ k p� «<Y @ a.Loue. • • )6(k- 4c1Ir -A es A 1v1 . 3 I+. %1[oi ) 9 x tc kc.�(4 Qrur. M/a SO v1_5 r(eurd 'f L (M 1 Ir HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: 21' 4 COPIES TO: h P -, t-ti3 F r) G j N i (S F4 TAIL is r) (.1-5 FIELD REPORT SIGNED: CASCADE TESTI LAE�ORATORV, IIVC. CASCADE D INSPECTIO VdINEERATOR .00NSTS 1MON rat Wino RACE K L'"/'O °r4 IJ1OSS*sSUoo PREVIOUS p 0 REPORT No. . �+. 7/ / z N 57192 �' L ! DATE /2ir/oI CERT. NO . 9Q/ - S 7 TO: ✓ -1' ,SR- PROJECT ON3laiNLR JUNw n V 19JQ /A 4 1 a i r . ATION sa// >� G 4.1 %FQ B Ga' OWNER TEMP. �"AT /�f�147 4S° AT / /'V PM ARM NO. -"- - P C1 LRC24 A i p l e G VILA RA9 PLAW DEPT'. FATHER P/7T f /0Ze.9V A N D W A 9 S(D S.7 ENGINEER A U � .svit) f 1Ti)r./rgpq xz":S , ATTN: ARCHITECT /i-ill4 • CONTRACTOR Al. i4 r_fl•OSTRUG TI D A./ (2) INSPECTION PERFORMED _ RESTEEUCONCRETE ._ RESTEEL ONLY ..)i. RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING IS) ITEMS INSPECTED _ FOOTINGS _..� AUGER CAST PILES — DRILLED PIERS _ SLAB COLUMNS .. WALLS BEAMS — — — (LOCATION (AREAS) -5-At, -II P(A.4 µ In 0(.4 i AjeL- Q.-VA-WS. S- in�LI-Lze�� I%A" — •1t� 1:4 �) 'r��i.... .o� - iop i� 5.14,,,,,' ',Jell " ,. G// ..u/G - Cl/ CONCRETE/MASONRY SUPPLIER F, MIX NO. 1:k W) Ake DESIGN STRENGTH (Pc) 1 g(5O tohJ 11/4.41Y TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT (%) r/uiJ SPECIMENS CAST C- A 20/1 SEE CYLINDER REPORT NO. s92 id NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., ,YES REMARKS: Moe b,A[ k p� «<Y @ a.Loue. • • )6(k- 4c1Ir -A es A 1v1 . 3 I+. %1[oi ) 9 x tc kc.�(4 Qrur. M/a SO v1_5 r(eurd 'f L (M 1 Ir HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: 21' 4 COPIES TO: h P -, t-ti3 F r) G j N i (S F4 TAIL is r) (.1-5 FIELD REPORT SIGNED: �— 10 CASCADE TESTA+- LABORATORY. INC. TESTING & INSPECTOOt# .NGINEERS /GEOLOGISTS 1 *a1s N.t. 11Svw RAGE K �'"I'O� }O"' e 4 �ov� �o eVtIKTT moo ass-0017 PREVIOUS REPORT No. �` N 58360 L IDAATE //�� V ,- 9V CERT. NO. r l 11 -,7 V TO: /// _ 4 PO. I PROJECT ill/ginPrO) JUN "' 61990 •12. t/S7 SipIRMIT ATION '14/15". e OW ER a1' vD NO. ;II' .3 4HER PLANNING DEPT. One S'yg lveeDy TEMP. AT AT AM PM /4/1.P.1,49.14/4 A/,'! ? ear 3 ENGINEER R..coAr Be GODA64" ATTN: ARCHITECT /YOA CONTRACTOR (2) INSPECTION PERFORMED RESTEEUCONCRETE RESTEEL ONLY _ RESTEEUMASONRY .2C STR.STIWELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — SLAB _ COLUMNS — WALLS (t.. BEAMS — — (4) LOCATION (AREAS) / I . 1 �, . . ,/ . .' . ,♦ % . _ / CONCRETEIMASONRY SUPPLIER MIX NO. DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT (%) , SPECIMENS CAST SEE CYLINDER REPORT NO. YES NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET N0., REMARKS: 1 YA 2i//5L/9i k,/F.P/ /A/d01/"V.00Akf/C, Lv/T4/ 4 /S Q/. 3 .94/)) Tf AP/Vet/$.0 PLAt/S TWA li /fiAar A.A)/5 n9ADl.` B}f A C"F49-7;/1/28.0 1.✓SGDt,9. JA/ L,JG/l% G�s�•/,� HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: f6/119- -, FIELD R RT COPIES TO. , h�b� ►`� G-, N �js r.1. SIGNED: REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: M (c.` h (5 E, C/ SF. b INSPECTOR: r / /G.u�d,_... -- FIELD REPORT SIGNED: ` CASCADE TESTIly LABORATORY. INC. TESTING a IN$PECTI LNGINEEIis /GEOLrOG16TS 120n Ks. uw... PI,.nec KiwKLA^o, vwwrar+oN 111111a�s4 Mal 111111341111100 ' PREVIOUS 7/ 9 2 NQ 57193 REPORT No DATE 72/ - 6724/16 CERT. NO. QcD / -57 TO: (Y7 EvtR�rr /41. R A.-ST L?i/G.1 A CU7 " I I.�1 __ 6 1990 TUKWILA DEPT. I ^ w ° PROJECT ��`�.4TE- /4:4A54-f c�ir� C6 742 JUN LOCATION Ste/ / rive CENTER BG uo_ CITY OF ,TUNING �LD(3. P RMIFNO. S' 21P6.3 OWNER 67:47"A" AA--. P/4-1 !,G 400, ,qr)X 2rT 7 WEATHER ,G q7- G�GdL/�/� TEMP. L/O AT C '% D'D AT ga° PM XJ/I /L9.fJ4 ,41 9gv83 ENGINEER EL 6" i40u.47.116.FS ATTN: A HITECT /tli%, CONTRACTOR -l. A e'• ?.tJc57,Que.T', t/ (2) INSPECTION PERFORMED — RESTEEUCONCRETE .., RESTEEUMASONRY OTHER _ RESTEEL ONLY _ STR.STIWELDING — STR.ST/BOLTING (3) ITEMS INSPECTED _ FOOTINGS — AUGER CAST PILES — DRILLED PIERS SLAB _ _ COLUMNS X- WALLS BEAMS — -. (4) LOCATION (AREAS) ,A.--1-1, ''/4" / I 'I ILt' ;n .5-61.:r u9 L If . 4..1 ) (14- 6L4 Side L041 � S Q le Oa te.' S L- ,p Witt 4- )r1+ Sf sir u) tit "� ,� ou-t i�G I..S G <I -}�•. ,/� /S ir4- Jb A.� Iii Z - .r"iii C. 6 - D — 24. t'4} _ 1214,. <. 101 ,cc. O Vi i i A-e. C 4, 47 ✓►/ ( ►I^• 5 -to 6 -6 0 vba 4 ••4•o ( 0 1. CONCRETE/MASONRY SUPPLIER SLUMP AIR CONTENT MIX f-i[hl /44'J6 Ado, ice NO. F.LV Alhi 9OJ4v DESIGN STRENGTH (Po) J goo 2 OOd --- S ?abiet,4J4 TOTAL CU. Y0. PLACED (INCHES) ( fide / ir SPECIMENS CAST, 4 - a X'Ls 3 el, 1i - .�Ql,s(.w4 SEE CYLINDER REPORT NO. S^2 4-2 j 2 s3, 9 7 %) -� - ,.,-YES _NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: M (c.` h (5 E, C/ SF. b INSPECTOR: r / /G.u�d,_... -- FIELD REPORT SIGNED: lr CASCADE TESTING LABORATORY. INC. TESTING Be INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.C. 126n4 PLACE KIRKLAND, VMASHINGTON EVERETT JUN ' 6 1990 CI, lIr I'.;i�vvlLA PI ANnllpc nr pT k1RK MDI WA Q C ATTN' THE FOLLOWING WAS NOTED: Dick' N4i' FIELD TEST DATA rm SEE FIELD 7 l 4Q REPORT No. 7 N2 59247 DATE a' - Siz3 /9a CERT. NO. 9oi -S7 ROJECT ATE 1' 4lgA-1 C /A /.i-./ rZ'u7&172 OCATION 6 8'.3s" s[ /c!roil c - Alre:e 8LI.o. LOG. PERMIT NO. 586? OWNER sTNTE A:4,6/4-1 FATHER A� D 1)6gC 'W / r TEMP. / AT G `t1 54 ' O AT %.'SG% PM ENGINEER A11T2 ,1J,80 a eo-9 GE,s _ ARCHITECT MGA CONTRACTOR R (t./U Sr:4w',Ti t AJ TRUCK SAMPLED - TRUCK TICKET No. - TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR .5'.49 Aft , V / L /.,•G ,', . 5 Ned 63° 5-"?) /o -,b /tit TOTAL 41e ✓631° <ii.2)63 (p -.Pc) vg g71v/ ,S -3o COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /0",4 STRENGTH PSI SET NO. FA. 2 if s.�.�11 5-30 / L /.,•G ,', . 5 Ned t Soo WATER TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 0774' l 5/ 5-30 / a x Li Ned t Soo 1 <ii.2)63 (p -.Pc) vg g71v/ ,S -3o bRao fizo 2 PRODUCERS: CONCRETE Ala/ ,4'10; CEMENT = -1L CU. YARDS PLACED r /- — AEA - ADMIX. 3/,/ 4b COL,. /.St CCAC12 - % / DESIGN STRENGTH TWO ati PLACEMENT AREA & NOTES .7 / -X.) r %irik 5a ,. A . 6,- d,6,.,4, — Sc > / lows Co /ae i retu,.€J 4o i.,,.,,, /8C7v Set 2 -> ,. 6/0 e k 44,..e4 to Co NIG fo 2o[2U�s/ G[u c- -lo if IOeI�w Far f'te i �. +v �, -...cX �,Qr"�, INSPECTOR: 14K4.4. --"4 i COPIES TO; r( c V1.3F1 1 ' 'VC sr g--- DEL. CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1267• PLACE KIRKLAND. WASHfJOTON 0903• i (20E4 823.2600 EVERETT I (206/ 264.00117 i �,,// ..JU)P•I 11.990 TO* / `'/i 48. c 0/1.15 7-g q, -7 / /L J gip. oX SS/9 ff //Ik /4AJD wA 9SQR3 ATTN• THE FOLLOWING WAS NOT SEE FIELD "t / c7� REPORT No. N2 59246 DATE TUr - /57-72 AO CERT. NO. 9c, i - s7 PROJECT n-r/4?"E .474/?4..l G 1..A /M SEA 17E7? LOCATION t< $. S 5ou7".,z-z. cE,u74,-R A.41.22. BLDG. PERMIT NO. SS L95 OWNER :'ST/1 TE fs//' WEATHER eile2764.57- TEMP. AT Cyl S6O AT / /WOPM ENGINEER 11)FL.5.r_w/ 6fDt.i ivvA 6- k7s ARCHITECT MBA CONTRACTOR Al. E3. t 2AJST -- cliT/niU TRUCK SAMPLED Jt TRUCK TICKET No. /3 S .3 9 7 TIME SLUMP %AIR UNIT WEIGHT YEILO CEMENT FACTOR TEMP. CONC AIR //•.44, 4% 4. 1 c A. 0 g a 13900 6E ° I.5-6 3384 / , 62-19 TOTAL • COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 67710` STRENGTH PSI SET N0. FA. /72011. 5 -..1-5 1 c A. 0 g a 13900 3 3 za WATER 3384 / , 62-19 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. ,215g 6/2z 5 -..1-5 1 4X17., 13900 3 3 za 2 02253, , 62-19 28 PRODUCERS: CONCRETE / �• /mss Si AEA a / r� ��: P ADMIX. QQ��( �tctecx PLACEMENT AREA & NOTES L CEMENT 403 IVCQ CU. YARDS PLACED /L CAC 12 D3 C *77 3 rr I- DESIGN STRENGTH ..7l']COA ell• Jar,ZA, COPIES TO; i ' ?F T TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T■ PLACE KIRKLAND, WASMPIGTON 96034 1206) 823.9800 EVERETT ___�_ - --. -. 1206) 269.0817 i7, 2, ncdr c. o s CintO 113: 64d41 ?O. IB°)C 2/4i , ( ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA 3 SEE FIELD S- REPORT No NE 59137 DATE — 30 —^zd CERT. NO. a1-5 2 SLUMP PROJECT $ Wi'i — UNIT WEIGHT LOCATION 35 S',.4 Gs.s.4✓ 73/ VC1 CEMENT FACTOR BLDG. PERMIT NO. OWNER AIR WEATHE CG G tc,I,/ TEMP. AT AT AM PM EN. INE R / 4: fug /SP el?. 4 L. -- ARCHITECT 'R8' CONTRACTOR ^ 30.6 a, TRUCK SAMPLED /37 / TRUCK TICKET No. /35073 TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR , TEMP. CONC AIR M . / 3/7 -- — -- 61/2. 'R8' Cry 30.6 a, TOTAL 7 1232 SO • I p22 5---- 'LP 02k • 170 2.1 73 0020 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT &2 11 STRENGTH PSI SET N0. S4,4 1`-ND r- 7 7 PcA OW 12 7.600 yS /o WATER 30.6 a, TOTAL 7 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS S12E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. I' Za 11- 36 r- 7 7 6) ►1 12 7.600 yS /o svi t`a irLi r - -7 7 1232 SO 4/33c) I p22 5---- 'LP 02k 170 2.1 73 0020 t?-1.3 5" V oZ-i-. I l S -Q q 4-a f 4 c. 3 o n s 3 20 .S -1 tic) --- �--- l 7 z `t s-- 2? 02 —.-- -' 1 ! ' PRODUCERS: CONCRETE ' / 15 CEMENT CU. YARDS PLACED AEA - +R ' S /0 ADMIX. CAC12 % DESIGN STRENGTH bbd' b `n /x PLACEMENT AREA i NOTES / 5 104$44 COPIES TO - /fit' ' /)115 'Ile -SC"' 0116 INSPECTOR: T SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No TESTING Al INSPECTION / ENGINEERS /GEOLOGISTS KIRKLAND. WASHINGTON 90034 1200 Oa-1 :6000 EVERETT ! �. '12L2159.0017 I JUN 11990 = To: Al, S. 60A.117-* Ra JT'/OM pp, Box -4/1 k /RicL4J UD, ('JA 4So 11,3 ATTN• THE FOLLOWING WAS NO D: it/Cy * 70 3471; P'1ELLFTEST DATA N2 59245 DATE 77J — .s / ?..? A n CERT. NO. Q-, 1 - 7 PROJECT 14 _ Air a./ 1 u /(JT-A"/4 LOCATION J<*f{ JS :Sex,/ / id,/ (�`it/TI ' L3[ u /0- BLDG. PERMIT NO. 4. g.6 3 OWNER . -rA -r ' F4fir/ WEATHER /� OfJF- Reif 1- TEMP. AT AM .56° AT // Ye PM ENGINEER /U ELSDiUJ/Qn 41 P 7A 4-LL5 ARCHITECT 14GA CONTRACTOR .A4, 1?. COAJ.S7R t 1 7/DAl TRUCK SAMPLED 3 yS TRUCK TICKET No. 40(72.j7/ 1 / TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2;3S /U P 36 C.A. m,w 7 k. 4'60 a —// TOTAL c:20. • 6 -/S 2g COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU, YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT e.cePP _ _..._...- STRENGTH PSI SET N0. iilli i ` -.. FA. O • 36 C.A. m,w � R� WATER 07 /02cr- —// TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. c27?' 5/z srJ l 7 4/Ix8 y di G � R� m'1. 07 /02cr- —// 2k c:20. c 6 -/S 2g PRODUCERS: CONCRETE .n'rin Kar-WLL CEMENT ,-- ..A.... AEA ADMIX. /� CAC12 % DESIGN STRENGTH :Cri) r PLACEMENT AREA ` NOTES P I.0.G e Jl c•1,n ae{ :(Q 1i� . � it o en ZU S ji -. . I1�r nor inG 3 41 -4,44 c tO E, s- '•-4 J ,i4+J ../..F Vit ,,I..._�„ - r,s * i AIb i on 11.t. a k[QM C 47_, (.5" 44-1., \1-0 , , * 0, V,,..._ C_ I.Ir„n. 2 k,.. 11.4 e- L VI "ice. INSPECTOR: r4.Cllf-e CU. YARDS PLACED 9 COPIES TO ,,t -1 l2F -ILA kis Sr- Iii /iUlla 5-51 SIGNED TO CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126,•• PLAC E N KI4KLAND. WA31.1MS EVERETT 9SI 0 ?� (2I0' 9 )023.9900 • 259.0017 JUN - 1 1990 , a4r uci-tp k Rtfi kf-k( L ct. tad8'3 -o� t ATTN. THE FOLLOWING WAS NOTED: On 5; dt ! / ee 7-71-0C- FIELD TEST DATA SEE FIELD REPORT No. N2 59140 DATE CERT. NO. SLUMP PROJECT S rfrrl PA.R•v\- UNIT WEIGHT YEILD LOCATION (A.�S 35 S OLA CiA#1 ILI d . CONC BLDG. PERMIT NO. S g 6 3 OWNER SR re 7 WEATHER TEMP. AT AT AM PM ENGINEER A diem em (&t,rcL !J t .____ ARCHITECT CONTRACT R 1 ft' V1 TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 1.3o SR re 7 ----- - /sk w 4 G 0 .____ S -2-1 TOTAL V1 %EZ 2070 _ _ _ ■ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT J Sk. STRENGTH PSI SET N0. Sit. d FA. ,24 5 6 n L 1 S 7 '2X41 y-GA, 2 SIC D STRO Y4-1) TA) Fe WATER q �(,, S -2-1 TOTAL V1 %EZ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH PSI SET N0. 1 k39 S 1 r S" - ? 7 '2X41 D STRO Y4-1) TA) Fe Id k P 4 0 S -2-1 o74 1 %EZ 2070 _ _ _ ■ - 1 PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 % DESIGN STRENGTH / -4) V L: AC 1I I' �Y �1 � � If� /f�l PLACEMENT AREA & NOTES � K SSG Qh Q o u [ F v ¢'1^4 4 � � CN etAK iftY6 qrovia .11-ect4, COPIES TO; M1 r AA AILS 3F. 71 k 3-5/ INSPECTOR: SIGNED: v TO: CASCADE TESTING LABORATORY. INC. TESTING & INSPECT ,IQNLENGINEERS /GEOLQGISTS RNANEq . 1 2W6T&w 5 PLUNAGCTQN Oe�3A -. i ►e13.OeOO Gd EVERETT F 12061250.001/1 el,VI JUN � � -1990 j i a l r GA- [' LDA . ATTN. THE FOLLOWING WAS NOTED: Or' r vi ft1rJr-' FIELD TEST DATA SEE FIELD REPORT No. N2 59413 OA TE 3, (0 CERT. NO. 7 SLUMP PROJECT S i fre-r£c UNIT WEIGHT LOCATION /235 So ,)*icc►+ .1- 2 Lid, CEMENT FACTOR BLDG. PERMIT NO. 5 g-6 3 OWNER AIR WEA R �� %,. V. TEMP. AT AT AM PM ENGINEER j I 1 cirri,,. &it, d 4 14 _ ARCHITECT lele CONTRA�TOf� ---1 _ r 'F91 /Z 1 TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR ot," TEMP. SET No. AIR q.35 S77 ft '— _ _ )sk lele (00 'F91 /Z 1 TOTAL `j 83/0 .26 e0 /:P sr/e s - -� s--45, s- 7 ___ _ is A- (v% 1Q7 � ssi #.2 ---- -7 .5-3 -3) I '7 s'I I 3- i? COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT i SK .4 SET No. SAS. FA. P y $ %ov ci s -) I,e!rlr I/ (2 s kC t1700 /Sao WATER 'F91 /Z 1 TOTAL `j CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. I-7 SO £/-a) --C-.. 7 -) ■ 02 x9 t1700 /Sao 5E00 -,rI S 2.9 022 83/0 .26 e0 I-1 s , s - -� s--45, s- 7 c28' 7 .2)(9 9 /vo elsoo 29oo P 1 1 o � ssi #.2 ---- -7 .5-3 -3) I '7 s'I I 3- i? ZS 76'O 9 2 j I 7 s-s- ..-.-- s - -- 2. Ai 7 550 Z390 PRODUCERSI CONCRETE AEA PLACEMENT AREA & NOTES ADMIX. CEMENT CU. YARDS PLACED CAC12 DESIGN STRENGTH INSPECTOR: COPIES TO; rYi(i -(YI( -- MG• •fl)( SF - ToV180 Gyp 5-1 SIGNEDI G/ 4 T p + b I , , .. , SEE FIELD 6 ) q CASCADE TESTING LA�BOFI#ATDfrei ;If'f�Cr? SEPERTNo. TESTING & INSPECTION / ENGINEERS /GEE .OGI S 12919 N.E. 126TH PLACE .] KIRKLAJ WASHIWGTON 96034 ' J U e 1u JJ 0 EVERETT 12081259.0817 CiTY CDA.I57R Tj o /U R O. 13 oX Sys KiR,e LA/LIZ) t.JA 98o x.3 ATTN. THE FOLLOWING WAS NOTED: FIELD ATA N9. 59244 DATE CERT. NO. PROJECT rr r=A R c,Lgirat ceu14- LOC TION 6 33 z-n uT''/ .& 'U7 FL Lt/J.. BLDG. PERMIT NO. 5 e6,3 OWNER S7-4TE- b-AR WEATHER OVE�i%S7 TEMP. / AT AM �6 AT //, I/O PM ENGINEER ARCHITECT CONTRACTOR M. A1'. CtD A1s'iA47fAGTjvAl , TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR / /'3o //U /vl / 1 (IM._ r / Sic_ SSEn 60 $e TOTAL (9). cr 4 -1/ 2S COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /Sk STRENGTH PSI SET No. FA. Zf/Si x,rk s- -5' 1 (IM._ r / Sic_ SSEn n WATER TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. r,?)eV y 542 s- -5' -7 2.0k Li SSEn n s (9). cr 4 -1/ 2S PRODUCERS: CONCRETE /// '-"; CEMENT Z .l CU. YARDS PLACED AEA "- ADMIX. CACI2 % DESIGN STRENGTH iff,['i PLACEMENT AREA & NOTES (71'OL44t,Y tug COPIES TO: M1'M �ktr, IV 1= 9F.-6 F.-6411/ / 6 -3 ! INSPECTOR: SIGNED! 1L TO CASCADE TESTING LABORATORY. • INC. TESTING & INSPECTION /ENGINEERS / GEOL-OGISTS' �6°3 '�0��65 . 1 ,.(2061 3.9600 EVERETT a. 17 12919 N.E. 126rw PLACE KIRKLAND. WASHINGTON (2061 2390 1 JUN - 11990 (1) ie.-6 - Oes 11 , i„ K I cka.4 L- . q%8'3 -O&±' ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA ML 11- -70 J SEE FIELD REPORT No r N2 59141 DATE S - l - CERT. NO. qoc -s9 TIME PROJECT Sr- %AIR UNIT WEIGHT LO tt% i s S D.l-LE�n 4,,, %1,..r4. TEMP. SLOG. PERMIT NO. /e 3 OWNER P:3° 9.0 . WEATHER TEMP. AT AT AM PM ENGIN ER 1) » door 14-,4 L -- ARCHITECT ,q- In G CONTRACTOR�.� , ` TRUCK SAMPLED 5W/ TRUCK TICKET No. 3 oz.Yefgv TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR P:3° 9.0 . C.A. -- — 7s1( 66 k) -- TOTAL 02 k ` it)" moo (oost3 ti .01. i 79-k 1 f--- -- z 1 _ a/Fr (o Qez,0 CQL1e o (i 10 'z COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % ADJUSTED WEIGHTS CEMENT TOTAL. LOAD , SET No. FA. 6 r---.P 7 C.A. 7t hi ix WATER 1 r`I 7 ■ TOTAL 02 k ` CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH P51 SET No. S -1 r---.P 7 xi S' ►7,02 75'2oo 2CCd 1 r`I 7 s Za 02 k it)" moo (oost3 ti .01. i 79-k 1 f--- -- z 1 _ a/Fr (o Qez,0 CQL1e o (i 10 'z PRODUCERSI CONCRETE AEA, ADMIX ,� CAC12 PLACEMENT AREA & NOTES 25 411�%'c (,✓4..k, 44h d CEMENT CU. YARDS PLACED DESIGN STRENGTH aoev INSPECTOR: COPIES TO; in-6 l - F -,776 'AS - 7 *2 ' 5:71- J �Q SIGNED:`' T Ci27 ( TO: /rig CeD ,t) s �� �3Y9 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 126TH PLACE �•- _._.�.�...-_" KIRKLA►`D, WASHINGTON 900 3A i .. 12061e �'9A8O' i • E VERETT i i 12[36 240,1°8 17 IAY 3 .1. 19(10 X/ R /.Z.Z. /o t,J?1. 5 e4 & 7 - O 8 4/ ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD c.- 5 / U REPORT No `7 7 N °_ 59881 DATE 6'= /A --I'0 CERT. NO. 1 5a / -,S'7 SLUMP PROJECT sr-7 1�.wi UNIT WEIGHT LOCATION 6�7 s-3 sera CJ;• P)Z RA 4),0 TEMP. BLOC. PERMIT NO. .QC. I OWNER /2%4 s-- WEATHER �:l,PJcinY TEMP. AT ,‘,P'0ATJ2, AM ,PM ENGINEER /VG-AS 0 A) 7 e cJ,C /714-Qh 5 3 c 6 ARCHITECT 6-2.° CONTRACTOR . TRUCK SAMPLED_ZD a ill I S1 TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR /2%4 s-- 4,041(00.0- 7 7.7L JO • C.A. 5 3 c 6 6-8° 6-2.° WATER . & -1s Al TOTAL L--15 ,..e COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / s/' STRENGTH PSI SET No. aiwed- FA. . • tyx s /.c . S cSy 7 7.7L JO • C.A. 5 3 c 6 eee '6 WATER . & -1s Al TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 02L59 7 1/4S---/9 S cSy 7 .2I-44 5 3 c 6 eee '6 a 5 F.g . & -1s Al L--15 ,..e PRODUCERS* CONCRETE, LJEN i7W AEA ADMIX. CAC12 PLACEMENT AREA & NOTES CEMENTr%sr CU. YARDS PLACED /i S DESIGN STRENGTH p045 COPIES TO Ls INSPECTOR: IA N G F 1T u 5 -3o SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS KIRKLAND,WASHNGTON 40034 ' , 130151523•98OO EVERETT ,.� '12061'259.06117 ti MAY 3 1 1990 TO: /7, ? t CYfl)sT ,moo • ./T.ax A yi y-1r/ L».1)/ z4 s4. 9A9ae 3--0A yS ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA 1/172. r SEE FIELD REPORT No N2 59225 DATE Lc= » -5 o CERT. NO. 2'0 /--,_-7 PROJECT .5 r79fi-E ..4-,2 114 LOCATION J::?s"-_7i .SD7` Cf_7uiLz772 BGIJC'J BLDG. PERMIT NO. 504 ? OWNER WEATHER ce-eN>I,/ y TEMP. AT 7.qs -AM S-9° AT PM ENGINEER it) s 7` DIts $r)cJL2.DYoe6 ARCHITECT CONTRACTOR R TRUCK SAMPLED - I)r., /S Y31 I.1( TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR g /00 0 44c— . 7 C.A. . ea 6s° WATER 5 3a- 1 ,6 /Y TOTAL 15•3� �v� �S , COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT SK..- ( Si' STRENGTH PSI SET NO. FA. 2._•y.. 5,44 5-g y . 7 C.A. . ea calo U WATER 5 3a- 1 ,6 /Y TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 5- 3 ( s- I-) 5-g y . 7 2x9_ . ea calo U 5 3a- 1 ,6 /Y 2-e 15•3� �v� �S , PRODUCERS: CONCRETE I3-041 /Vi /k_ r) CEMENT AEA ADMIX CAC12 PLACEMENT AREA & NOTES C,"4/1 « LL1r4�C� S CU. YARDS PLACED DESIGN STRENGTH /cRCG INSPECTOR: COPIES TO: MIEF Ta r SIGNED: �C s TO: C CASCADE TESTING i LABORATORY INCS TESTING & INSPECTION / ENGINEERS /GEOI l7OGIST 12910 N.E. 126m PLACE KIRKLAND F1r. , WAS GTCN 96034 y 4206)) 231.9800 EVERETT t/i I 1 (.) 51Z45ND j0617 1 V in A-! s. C_c)/067 -Ruc T)&J pc aox • )‘/� K/RRLNJO, GJA qs 8.3- 0Xjcl ATTN• THE FOLLOWING WAS NOTED; dr; Mx.' FIELD TEST DATA SEE FIELD REPORT No N2 58302 DATE y /4 //q0 CERT, NO. 4'ca / —,�'7 PROJECT .:57- /IX fl,( -/ C 1` A/M c eirrrER LOCATION 6 3a5" 7wW E/V 7F/t !3C v0 BLDG. PERMIT NO. 5V 63 OWNER srti-• f= 4A',1 WEATHER [1✓C11..z,s7• TEMP. ATE .4 AT !D.• PM ENGINEER A -) I sv.U/ ectiri iDola A-6 ARCHITECT MG A CONTRACTOR 14/ i3 CD.VS?R uc 7w,./ TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 10 t35 ft'N /:I - b Gift � •k 6 2 oc 4 5.3 y T11 ,21 5--22 T TOTAL `/ t/ 8 6J 3(( ) 15-3g 5-22 2N l l 000 3 S) e 4 /531 S -1 7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT '6 k STRENGTH PSI SET No. FA. z 4 5 -I - b Gift � •k 6 2 oc / 9 7o WATER 44 V4 / 5--22 T TOTAL `/ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 15-3 L/ /,z/ 5 -I - 2x4 6 2 oc / 9 7o 1 153-7 5--22 28 tIso0 3(( ) 15-3g 5-22 2N l l 000 3 S) e 4 /531 S -1 7 6S"oo 2070 a /5Y0 5--2' 2S ,o 706 3400 SW S- 2 2 t i o 6106 3 3 Po .., ,�A PRODUCERS: CONC RETE — AEA ADMIX CAC12 CEMENT PLACEMENT AREA & NOTES Railed a i.' i ,, //1 •fl ✓ell CU. YARDS PLACED DESIGN STRENGTH '127 /8ov INSPECTOR: ;d...1--‘,14:0 COPIES TO: MR_ OE*" MG N 3 JF1 1 1)41-WUII.GI 519 5 °ZN SIGNED: CASCADE TESTING ^LAESORATORRY. (INC. TESTING & INSPECTION / ENGINEE.RS /GEOLOGISTS 12S19 N.E. 126TH PLACE K IRK LAN), WASHINGTON 4 25 1E39I2O1 EVERETT TO: 4/ 8 r4'.thS/ /70- , eX �3yS 1. 6. rn-.9>e,..)/4 96063 — v8y, ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N2 59222 DATE cS is-- 0 CERT. NO. POl-3'7 PROJECT S779r P741fg,'-1 LOCATION 6 S 3 5 c War c rr 24-0tl BLDG. PERMIT NO. OWNER WEATHER 10 01 -?Ii . CATS r TEMP. AT 5JOD AM 17` 80 AT PM ENGINEER itJ X4'72. S ,4., 1 i l/P / /4f;$ t1 ARCHITECT 9 CONTRACTOR TRUCK SAMPLED 470,811r) IX TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR q ` ;'b- wcrrkg • -C _ 7 C.A. . rG oo I� 3 0 o j 8 233V -!2 TOTAL • 238S-- f 6-11' z8 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / Se< 4 SET No. •1 FA. J $ 2_4/ V/. g -2 _ 7 C.A. . rG oo 1-7 F6 WATER 233V -!2 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 2353 -/6 g -2 _ 7 2x9 . rG oo 1-7 F6 233V -!2 28 238S-- f 6-11' z8 PRODUCERS; CONCRETE )Z:6 in4e920 AEA ADMIX CAC12 % PLACEMENT AREA & NOTES C fen U. w K144 s / SI/ av/P CEMENT of %oer Z '� CU. YARDS PLACED DESIGN STRENGTH /3S—O COPIES TO; (no •maF 'iu.a'sr • T u,.&2 -2y INSPECTOR: SIGNET±'Y T TO CASCADE TESTING. ABORATORY, -. INC. TESTING & INSPECTION / E INIEERS /GEOLOGISTS 12019 N.E. 126134 PLACE . KIRKLAND, WASHINGTON tie03E 12061923.9000 EVERETT M /IY 9 cJ �.,2 0e17 j tj 76 ConsK60 `.a . %ax gM.c\ 16-tda.1.4 ttA, UDFs3-0V-I q ATTN• , \ THE FOLLOWING WAS NOTED: CO ROv—E FIELD TEST DATA III (X - 7& SEE FIELD REPORT No 99`17 } *k0 • N2 59132 DATE 41 a3 -5° CERT. NO. Rot -5 7 SLUMP PROJECT S j�� �� , ,^ , , ' 1 E. 4 �)2 V UNIT WEIGHT LOCATIONS Sov`T -11Qt 1-L1- CAL.i • CEMENT FACTOR BLDG. PERMIT ft0. /Ui 3 OWNER AIR WEATHER TEMP. AT AT AM PM ENGINEER — ARCHITECT 1,5 CONTRACTOR in /� aZr20(6t TRUCK SAMPLED, Ll No TRUCK TICKET No. Lc 3 X) 7 TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 1,2'35 '' • _ — 75K 1,5 53 /� aZr20(6t ,itio _. I- TOTAL S -7,1 6 ?.1 icm COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN % MOIST ADJUSTED WEIGHTS CEMENT 'WEIGHTS Le 5' STRENGTH PSI SET NO. S FA. t9 I ffD y -0 7 .2 a� _� pLA4- C.A. q a (S, S [5' .o2 14.0 72900 1 o e8 d b R8900 WATER /� aZr20(6t ,itio _. I- TOTAL S -7,1 6 ?.1 icm CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 14-6 kj ; y -0 7 .2 a� _� lb& �— %- - (S, S [5' .o2 14.0 72900 1 o e8 d b R8900 y 6' S v -Yo 6989 ,itio _. I- S -7,1 6 ?.1 icm PRODUCERS. CONCRETE AEA ADMIX 570/1 F luPP'/ PLACEMENT AREA & NOTES 70 poi /#44 CEMENT CAC12 AddrsL h CU. YARDS PLACED DESIGN STRENGTH 20oe, INSPECTOR31- \\(\ V\ S COPIES TO: m r-r' M f - MG kg/ • G ' 5.z., s u SIGNED.. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12010 N.E. 126TH PLACE 06pJ i !PI! 2-- C6AY�1i i ! KIRKLAND, WASHINGTON 1b61�sp•cw„1EVERETT (�( } MAY 25 1990 To: 1 I `yam _ 6)14,S4r4X-ch � "� . ?. d . bNe .: 11 trkloc+t Wot• 10 S',3 ATTN• THE FOLLOWING WAS NOTED: MORT-44Z_ FIELD TEST ‘YATIh' 6 IA- SEE FIELD REPORT No. 59 rig 7 N2 59133 DATE ., 1-1-- a3. -- CERT. NO. Rol -57 SLUMP PAOJECT 1 % iit r w UNIT WEIGHT YEILD LOCATION r S004cuck✓ luJ' CONC BLDG. P� MIT NO. OWNER s77 -- WEATHER TEMP. AT AT AM PM ENGINEER 4'1/2. 4i- i3 A CH ITECT TOTAL �j CO� ACOR ZI • r ?oO0 .. TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR ^ _ TEMP. CONC AIR c :3D s77 -- - - `1300 2 lCo WATER 4'1/2. 4i- i3 , -? I TOTAL �j ?oO0 28‘a COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT I5J( STRENGTH PSI SET N0. s A. a9 SI•DULIS 5 -z1 a S- i , �zSk `1300 2 lCo WATER 4'1/2. 4i- i3 , -? I TOTAL �j ?oO0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 149 4i- a3 5 -z1 a S- dx9 `1300 2 lCo 1L1g2 4i- i3 , -? I A5- clxy ?oO0 28‘a PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED AEA, ADMIX. CAC12 PLACEMENT AREA & NOTES wcAk . 0,11 (S , c� DESIGN STRENGTH U. 4 IOVC o - e•%"1-1'N r vino lc{_a_ INSPECTOR. COPIES TO} M b- m13 F ' m - N 6 - - U 5 Z SIGNED: CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 1215714 PLACE KIRKLANDr WASHINGTON 96034 i (2d6) epo:ae00 r. EVERETT 1261 2S9tf ljl, ' (MY25i99Q) TO: y 13 P o• I OJc P4 .15 KI (Y2.An1P WA or00 33 ` o8q? ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE EPOR No 5 7 / S N2 59219 DATE CERT. NO. PRO ECT is- r74-7-mr F14-2 IM LOC TION S 3 c-' So , >-,' a)v rt T3/-.r JZ: BLDf3. PERMIT NO. OWNER TEMP. AT AM- /o8°AT12:ys-i1M WE THER (1 Id;L1n1/ ENGINEER (\11 =X_Se A.1 nrI217AGrT ARCHITECT ✓1.1 C-, ,4 . CONTRACTOR ' Ail Iii TRUCK SAMPLED 4T0 t3 ✓YI hC TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR 1, =3v W ►4a' • FA. 2-H .cg , C.A. 7 -g° 6RC) 2� r �' WATER 1 Y/_ 8 ^7 2 R TOTAL 7282 b- p) , g 1` COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ` se STRENGTH PSI SET NO. I.-limb-7_ y SK -fie • FA. 2-H .cg , C.A. 22? U 2� r �' WATER 1 Y/_ 8 ^7 2 R TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE • WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 228 1 $ 1 I -fie • �tAl{ 700 V 22? U 2� r �' 1 Y/_ 8 ^7 2 R I 7282 b- p) , g 1` PRODUCERS: CONCRETE •8 AEA ADMIX. PLACEMENT AREA tI NOTES CEMENT CU. YARDS PLACED CAC12 d._. Al 1 =A DESIGN STRENGTH / :3 4 D ! ., INSPECTOR:, /2 L. 6270 COPIESTOt I'Y1(3C- -MOF•n`]L •/v3 - SF- 7tJle- 5-2y SIGNED: REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: � FIELD REPORT CASCADE TESTI et; NI INC. TESTING a INSPECTION / ENGINEERS / GEOLOGISTS MHO NE. ulli,.. PLACE KIRKLAN D, vw►sMNCTCM YAW MOO ua4/wo PREVIOUS �� 6 N Q 57149 REPORT No. DATE 5_/65 _5 C) CERT. NO. 96 /— 37 TO: IC VERCTT 120x1 280.0017 ' �/J n ///.0 P.O-+t>57 PROJECT cS774fV- f)O -Q h''+ LOCATION 6 -f S3 1/4S'0 c))2 ce- x) L(.'17 BLDG. PERMIT NO. L5-13 6-3 OWNER 2o• .aSC gy WEATHER C /6t>/oy TEMP. AT AM .2-v AT /2: aOPM ENGINEER( ATTN: ARCHITECT ,11g/9 �/� /9 CONTRACTOR f)?�3 (2) INSPECTION _ ._4•11tSTEEUMASONRY — PERFORMED RESTEEUCONCRETE — RESTEEL ONLY — STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS -• -WALLS — BEAMS -- LOCATION (AREAS) ' L.4r4T 1 /209u/S eV A. A'/t/.? Q D, 7t) .D '6 / C TO Jc /'fir .c•Co9i2 • ST _ ' 4' Rotes !', I. 369 2, F-7- CONCRETE/MASONRY SUPPLIER SLUMP AIR MIX NO. :RD di Ili /y /Y1%Z %� DESIGN STRENGTH (Pc) / 8 d TOTAL CU. YD. PLACED 7 Lf -Y S/e (INCHES) CONTENT /.1d tie Af i-c.% SPECIMENS CAST 3 3-6“/ ( %) SEE CYLINDER REPORT NO. S-' 88/ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., ...,e111_, _ REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: � FIELD REPORT i. T `1 L . CASCADE TESTI LABVRATVRY. IIVC. TESTING Ae INSPECTIO .:NGINEERS /GEOLOG4$T4 lial>. N.c. 124•14 PLACE KIRK LAN A •TD"' 02004 t20411112242100 PREVIOUS N Q' 57148 REPORT No. DATE S / / _. { CQ CERT. NO. gGJ L -s 7 TO: [VKRIETT 1204) 26••0517 • M2 PROJECT ....5-7-199. f=442 /1'7 LOCATION 6t3 ,3..5-- $oury e -r-ie 7,i'L-4.-v BLDG. PERMIT NO. 586,J OWNER P O • /�U)e Re WEATHER Q[/137Lc 4-s r TEMP. AT 840AM fury AT PM , r / , e k i L 19 N / . . D j.J*4.. 9 ' _? — 0 8 %7 ENGINEER d .y .aOuQ ARCHITECT O /9 G ATTN: CONTRA Grn (2) INSPECTION R — PERFORMED RESTEEL/CONCRETE _ RESTEEL ONLY ESTEELJMASONRY _, STR.STIWELDING OTHER — STR.ST!BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS SLAB — _ COLUMNS WALLS — BEAMS (L4) OCATION (AREAS) OA) egb / , 3 r_ X-ov i2 0 rQ D. i e, 4.7 3 2 € ' L / /= T' . (' Tv •• R c, Ai or i 1 4 J#7 . 62• r-To G -To /C c ?W h/i-? . 2 ' - P 4 1 . t if 7 oN r` R "--0 2..1JCr', dr. 2•S /V r P9 A) b / 1r, 9 TO Co a0 t 1 b J.•Rew ep A /SrL'1 R•r CONCRETE/MASONRY SUPPLIER SLUMP AIR CONTENT MIX NO. 1vW )-ie ar, DESIGN STRENGTH (Pc) /c7A -0 TOTAL CU. YD. PLACED (INCHES) (i>e1/lk" /bel -65-- SPECIMENS CAST 3' .2-JC y ( SEE CYLINDER REPORT NO. (4- S 2- 2- 3 •) ES _NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., .. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: ' ''\' ''11 -: r he.z FIELD REPORT s1c�nlFn /0/ T CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126r.. PLACE KIRKLANO, WASHINGTON 96034 EVERETT TO• /.3,7g ( d.)�! • 12061623.9000 12061 269.0017 Ai a1 cvJ4, 5'z? oe,? -r c W ? ATTN• AS REQUESTED 8Y: - e'er ir)?72j"),C' 12. THE FOLLOWING WAS NOTED: nJ PREVIOUS REPORT No. 57/ 7 (J N2 54136 DATE 6--i7- Sc) CERT. NO. 9d/ -s"? PROJECT 5-779 74 Fi¢72rYI LOCATION 85 .SG )271 c' 67V,PM 2 .�,4Ur1 `0 .3 BLDG. PERMIT NO. OWNER WEATHER ("Aele117y TEMP. AT7.'1,KA lS 7 O AT v PM ENGINEER A.)672 5-0A] 2Yf1 cJ.4D eS: ARCHITECT .ell CONTRACTOR i/'/d• 97/2r- 44Ji4 -s '9I' ,77, X•6 i? 77) , 24'F /Fe, c> %Si ,Wi;k, hi-Xi s / 5.4e F C49,77& t-T PI Vs' 7 4*-- 02. L- /gPi•17 44it, .4l• n- 5 4t1/? . />%r wA.-S ti,c'd#riD /w •-Ue • 4.gr -&- x657' V i2auJ.S ' e� /1/.dl',‘"" &. .s T''l= ©A) !o f 3-G rL_4 oh) do• G. ro P F i- / 7li • �..raf•• If. •w.4' .. y ?yi( 'QA-' /Vt es-n C'7?S 4-4.-67 3-5 2 2 v •/Z 5 z �- r —ra /a r> >e1.a_Pi/A. SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO • 1)l • 1` .1 INSPECTOR: FIELD REPORT SIGNED• 1) der.■ T . CASCADE TESTINf LABORATORY, INC, TESTING & INSPECTION _NGINEERS /GEOLOGISTS I3YtY N.C. tiftw PLAC6 IiiRICLAnO, WA1114•,GTON 941100• t=ONSZ].MOO PREVIOUS 902 N C 7� p A REPORT No. NP. N. L - J I v a DATE 1 rid �1 az/90_ CERT. NO. �/� ! 0 / - S CVCRETr 1208/ 291.0017 0 • TO: M.B. CO M51. Rile -r 1 cniA PROJECT STATE FARM CLAW CEAI'CF R LOCATION 68..5 5r, t./T/'f CE'iJTE R BLVD OWNER STATF FARA? BLDG. PERMIT NO. 5 863 P, p . R(`') x R U 4 WEATHER Ca UERGAST TEMP. AT 0 6-6 b AT / /•' 4/0 PM I< IRK t AL\ D) ti IA_ R g O ?.3 ENGINEER Mk-4 .50A )/ RcDuczDQGF •c' ATTN: ARCHITECT iu G A CONTRACTOR 1 - 4 _R. <.n, N ST R u c 7 1 n N (2) INSPECTION . aL — PERFORMED RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY ,^ STR.STIWELDING OTHER STR.STIBOLTING ITEMS INSPECTED FOOTINGS _. AUGER CAST PILES — DRILLED PIERS . SLAB art . COLUMNS .1( WALLS BEAMS —. -- 1 LOCATION (AREAS) Art IA n Co % 2_ I e 4 ‘e.,, c_ e J. i, 7. .3 r A,/ ,:..-, .4.. e___ 6,..,.../ t7/wc is i • tU14.,, k. S -4 e.5,14 2tv _S 1,:f ea' -- .3,1 hVer Q.-, /,:r4. 3 4, -,.�, C .�,1 /, ,/ Q.-J /,',c / ��..... C. S" r' 17 J,�� — �'s,� /.7,L o.-7 Z.. c. 2 If g r -03J j J -4e n7 G 4 C• j -- Vd 1 'e i 4 9 p /, , 4 c- -1', �... 2 4e ?.;c. - X01 X. (6) CONCRETE/MASONRY SUPPLIER SLUMP AIR CONTENT . / Co- „c,e-I /6,00l/ ira. 44.E MIX NO. et Olt - 7v34/- s ///41,,:t. Cohere -ic / Crro...s / /443/; - DESIGN STRENGTH (Pc) .c.7 .2oo1/43 /Sac.) 4 - -- S'70..,, /uta - 1,:0i� TOTAL CU. YD. PLACED / 2 - 9 - --- (INCHES) ( ,M�r 1/ * - / i” /0 - �/- ^ /...,of SPECIMENS CAST 3 - 6.0 /Is 3 - '>/X 3a %) SEE CYLINDER REPORT NO, s 9'07 5441- `16 �, YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: rt�t lQNI oaf w4 12114"/ ` Co-, -irttc�O � f Cf ug...1, es. k Ti ..t ! lL,u 1G CO C.ODvs. A, Ant locAi /2 //► [it HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: 71,/et �,I¢ ect t-- FIELD REPORT SIGNED' L . CASCADE TESTINQ ASORATORY, INC. TESTING at INSPECTION �GINEERS /GEOt_OGIST8 12010 N.E. 12S... PLACE KINKLANO, WASHINGTON 1140044 REPORTJNo. ...51..). 3'5'5 No 59020 DATE S� _ ti .. 967 CERT. NO. 9P0/ �7 EVERETT 12041 250.0517 0;27 f]/� /� `_ /� TO: pit L? O%�%3 r. PROJECT 1 Sfa.r /C�r/7 � LOCATION (p 8 S3 % ov n ,gees S&P,. OWNER . BLDG. PERMIT NO. .�� 65 � /� q ! • D /% OX a4 / WEATHER ( Le:, /J4 TEMP. AT AM "-- AT PM )J/ ,-,e/.../.., J /Au 918 0 8 ENGINEER /rc s eel ge, �r a ATTN: ARCHI CT /N vvv CONTRACTOR Ai (2) INSPECTION PERFORMED — RESTEEUCONCRETE _ RESTEEL ONLY ,. RESTEEUMASONRY — STR.ST/WELDING OTHER — STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB COLUMNS WALLS — BEAMS -- (4) (AREAS) if *Li et J 1 //7'ge /1' 710 .n. 7 j S.7 /6' 6A:;,, .0. 7 �- //Tse .3 7ii3 .S / 2e> ''*.494e 7f .�l"rm -,7 e� 2. L , �' :Sit ,L) 0 1 / `j- "/? le Gir 0,+7 i' t^.�^ /, f- if/ (5) CONCRETE/MASONRY SUPPLIER MI NO. iii' 14,6 ) 7 a-r DESIGN STRENGTH (f'c) /f' DO JO� 1 / rC TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT SPECIMENS CAST 2 (..)(11. SEE CYLINDER REPORT NO. ( %) YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _,. — _ REMARKS: /'nnTj -ac 7/45 r S'''.d r!ty f9 1/7 CC r N . c4 I-1 . An...cA(t"NC?lL I SC. U) 4LO 7/_. / e17�T HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: ,1 m©!/ FIELD REPOR SIGNED: ( CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126tw PLACE KIRKLAND, WASHINGTON 99034 © EVERETT TO: S-r-• 12061923.9000 12061 299.0917 -U • Ho 6c. ;r«,ez � �� 98083 -01-947 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA 7)1 /2 SEE FIELD LL w REPORT No N2 59223 DATE 6---/t4 --,o CERT. NO. yol -S'? SLUMP PROJECT .=...97,2/Y7 UNIT WEIGHT YEILD LOCATION GP #5rSaur ee /z AL-a 0 CONC BLDG. PERMIT NO. SR63 OWNER 12K 7 WEATHER e,/Js- Ll r' TEMP. AT 8= ad AM -O S AT PM ENGINEER A ) Z:5'a70 .73!) /../Z2 Or ��S o WATER ARCHITECT 4 &,-I3 .28 CONTRACTOR ✓ 1- /S - TRUCK SAMPLED 1 /'7 (X TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR F10<, ax, 12K 7 ,_ 1 SM • C.A. S 7 0D 63 v ��S o WATER 1 &,-I3 .28 TOTAL 2» 32 1 4-i3 2� fi COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT `3k STRENGTH P51 SET N0. 4, , FA. VA 3 5-- -2.3 7 ,_ 1 SM • C.A. S 7 0D l P 2 0 WATER 1 &,-I3 .28 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET N0. 2 LI 70 ,5--1 5-- -2.3 7 S 7 0D l P 2 0 Zit 31 1 &,-I3 .28 ,01.xAi 2» 32 1 4-i3 2� fi PRODUCERS: CONCRETE D7:4 m IJc C73 AEA ADMIX. CEMENT '/J .T- CAC12 PLACEMENT AREA & NOTES 1 !) C 144 LL 1..v% i- S � �� .2 "0 /-=7,1 dd /• CU. YARDS PLACED DESIGN STRENGTH /1/4.T..5-7 INSPECTOR: COPIES TO; ' i i'- , •,'. } . • 0• i. 1• SIGNED: TO: c CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 14010 N.E. 126Tw PLACE KIRKLAND. WASHINGTON 90634 1.6) 12 I4084023•8EOO EVERETT �.' :�120l�iSS;OS.11 .�j. O0LcU l 1O _ `aok MAY 25 '1990 L_tt• 1 `; i ! .. ATTN• THE FOLLOWING WAS NOTED: 11\00 e-wk_ FIELD TEST DATA SEE FIELD REPORT No N2 59130 DATE 21-,2v -go CERT. NO. '?or -5 7 PROJECT 1 S'/ r/ E -•44- + 1 1 9 S0.4ct.t 1,Lla . BLDG. PERMIT NO. 5gi.3 OWNER A iNFTHER AA.K.. TEMP. AT AM AT PM ENGIN ER h A�(RCHITECT - 1 11 al c l I C 14', L 61 CONTRACTOR m.?), TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR Mm.MP. -ees€ AIR /I) 13° 31/7 '? "--- ..- ) S k 6 5 54/ Li— 5 54.4k54.4k_ TOTAL U Pii- -7706 2L1 ?U 1480 1 cFs - _ 77" 2'I -0 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST) ADJUSTED WEIGHTS CEMENT ! f k CLw1 [.•� C. SET N0. Ste FAA . J shau.JS I.I '? 1'E L. % t /2_ Sk y o a 0 12.7 0 WATER Li— 5 54.4k54.4k_ TOTAL U Pii- CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. I Li 9 ^0)4) I.I '? icy y o a 0 12.7 0 • lu � 5-/9 Pii- -7706 2L1 ?U 1480 1 cFs - _ 77" 2'I -0 PRODUCERS' CONCRETE CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 % PLACEMENT AREAL NOTES thtlr1 -44. Vr to... et, Qv. �%.` DESIGN STRENGTH iV d e) INSPECTOR: e ) C. COPIES TO' M60 Mme' M« AILS ,ST-7 etivik 5-Z' J -2.t SIGNED' (--i1110 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.. PLACE t 1 i ' • I' 1 KIiKLAND, WASHINGTON 9903A - 12011 82319800 EVERETT i 12081 259.0817 MAY 25 1990 1 TO: / 1 23 r'a , , sT • /mod • /7 x R6'5 AP)/ &)14 5a 0R3 - 09c-47 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD ' 7 / Y REPORT No. 7 N9 59218 DATE S -10 —,v CERT. NO. P-0/ —r- 2 ROJECT ,LOCATION 1 6 Ass So el ' C'c'7vr&72 :: 'L /, 'BLDG. PERMIT NO. 1 6 -gG 3 OWNER WEATHER Cr) v e-12 TEMP. AT 7 3 0 AM ,/�'2•G AT PM ENGINEER Az sail/ 3au�17/9(( ARCHITECT /2 CONTRACTOR /-Y% - ! `7 TRUCK SAMPLED c.:3--dig Iii 1 JL TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 9, 5-0 wo,e(0444-: 7 FA. C.A. (3° 5) 7 153 WATER up --1 z U TOTAL 21% 1 Co,-1 2_8 COMPRESSIVE STRENGTH — BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ^•4 MOIST ADJUSTED WEIGHTS CEMENT / 5 /t' STRENGTH PSI SET No. A/me, l2. SK 6 n 7 FA. ;..c/ ,S /•L , C.A. 1940 I 7 153 WATER up --1 z U TOTAL CYLINDER NUMBER I DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. a% 6-3. / 0 6 n 7 j q 6I(00 1940 I 7 153 up --1 z U 21% 1 Co,-1 2_8 PRODUCERS; CONCRETE ftO K.5 1.3e CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 % PLACEMENT AREA i NOTES /All (ham (l .6. ,..$4.-1... t3 .ST3-4-/12 S l c'7.i9 -nn 1 1,-j' ; 4 •c U fi)r441.S u1 • S//,,,-% O/c' 4',.AGD . DESIGN STRENGTH / 3 s--e) INSPECTOR: COPIES TO; me) F • 5-2-L-1 m &- f - SIGNED; REMARKS: -7/1/ � 11/6.140S !.4/,6If /A/CC.41FORMAX/GA W,'7 4' A44SD' 3 IP Ail 724',' ,4/»0//.1U 'LA,✓s, 729, 4/r G U s Lt/sin. tf/sin. MAV ,3 y A c ,P7 i4J, L '.4-, /, / 4/ HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: rri —elc3F • l,- -N6 -S -Tuk & 5 'zy INSPECTOR: /(i �FIELD R T �. L CASCADE TESTIN .ASQRATURY. ING. TESTING 6t INSPECTION .IGINEERS /GEOLOGIST$ 12019 N.E. , WA PLACE _ KIRKI.AHO. WASHINGTON YEQ14 S0434A�I1I3 -1 DO EVERETT to 1I 12flo•be 17 � MAY .2 5 1990 , ciT �� (t 1 C,(_ /�(•.ti,;.l. ^,I;" PLAN, 0 i✓5 T . _._ ° ........... PREVIOUS �r N°: . REPORT No. 58353 DATE /, 3- A./._. 9V _ CERT. NO. QQ /O/ (_7 v j (�/) TO: A� !, ` A C PROJECT .57;41- r q:PM LOCATION 6F5.3 _Soarzi/'n.✓' 6ziD BLDG. PERMIT NO. , ccr6 3 OWNER � �/q P. 0. 6 a x j 1> 7/ WEATHER s- e. A/1y TEMP. AT AT AM PM - k/ RkLAA/D4 Lv'14 9 ra r3 ENGINEER /tit LSso.J g a & p/IA,d- ATTN• ARCHITECT P7 M CONTRACTOR Z (2) INSPECTION PERFORMED _ RESTEEUCONCRETE ._ RESTEEL ONLY _ RESTEEUMASONRY ,.X STR.ST/WELDING OTHER -- STR.ST /BOLTING (3) ITEMS INSPECTED , FOOTINGS ^ AUGER CAST PILES — DRILLED PIERS SLAB _. _ COLUMNS —• WALLS ,X- BEAMS — (4) LOCATION 1 y,4 , 4 / frii as . (% £, iI S 44/ 2A//7 /:44 0, Fg.4,0iw�- Rte%/ L .j..j D f i/ A e / o Ark/ Ai L.4/,1 z? 3 ,Av A c r`F ,3 (5) CONCRETEIMASONRY SUPPLIER MIX NO, DESIGN STRENGTH (Pc), TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT (%) SPECIMENS CAST SEE CYLINDER REPORT NO. ... YES NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ REMARKS: -7/1/ � 11/6.140S !.4/,6If /A/CC.41FORMAX/GA W,'7 4' A44SD' 3 IP Ail 724',' ,4/»0//.1U 'LA,✓s, 729, 4/r G U s Lt/sin. tf/sin. MAV ,3 y A c ,P7 i4J, L '.4-, /, / 4/ HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: rri —elc3F • l,- -N6 -S -Tuk & 5 'zy INSPECTOR: /(i �FIELD R CASCADE TESTI LABORATORY. INC. TESTING & INSPECTIO .NGINEERS /GEOLOGISTS 12fIY NE I2en. PL AC[ PREVIOUS ..• REPORT No N2 58984 KIRKLA►K5. ;;1.- N4.76/4 0003• 120w412]•MOO DATE f/ Qv CERT. NO. GV- f-7 '�) [V[I�ETT ��- _ - T'1205►]OY•0�19 �.. I y 1 ' , 1 ' , I 4 � � � i 1 l MAY 2 21990 TO. �/I / :" ' • - _ z. ,,:..A• PROJECT LOCATION so��� BLDG. ERM T NO. J "6 J ,R/�Q OWNER " .'" t' i , 1 �O IZt_ LZ9 WEATHER GU/49.GG�r / TEMP. AT AT AM PM c....,,ft..A...a ‘„,--7,,_,,,e ?,;>&,"7-0,F1' f ENGINEER ATTN• A HITECT --- -- CONTRACTOR -.../.7"23' f e--.� (2) INSPECTION PERFORMED _ RESTEEUCONCRETE •_ RESTEEL ONLY _ RESTEEUMASONRY 4,•. STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS — WALLS BEAMS — — . (4) LOCATION (AREAS) i �,1`w.,. /� 1./ii +�L.. -Q 0-�- /err %-� .-+ G'/�' `O� -*-�� tii -,.....-....r: /_ e .�.�..,.. Ad r: 4. _.i...ti.,. +- .c r % r- 57. .� CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f c). SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. YES INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO• ��� 4.2i _NO _ITEMS REMARKS: r ., 0bati . l •;- 4f ' -.. i p_. -- di HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: m6t -m/ "•Z 1 fle) 'NO "5 " 70)80 REMARKS: • HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: Me) C' me F - 016 -N8 _ S r - TUGBP -22 INSPECTOR: FIELD REPORT SIGNED: CASCADE TESTI '_ ABORATORY, INC. TESTING INSPECTIO NGINEERS /GEOLOGISTS _ .____- _- �_-- ------ 12/10 NG Ia. PLACE . � - l' k ; -' KIRKLAb . WASIINGTON 1100 1, ! `•� I "j �'a 1 �'', ' -- ^) PREVIOUS s , J y , �O REPORT No. 57147 t L , L. DATE CERT. CERT. NO. 70 — (5 7 (.:1 TO: t ' ;,Ir} , -12040 !i/•o 17 EVERETT : ? MAY 2 21990 M 4_._.___..... -. cs ',fir . I. ■ , i:- 1 :,-r, \ \. ..__.r,' �;( ^Iryil'�f.1 iNlr ?..�..:.....�. �/J 7? _ -- / 7 +�y 6 _ / L =5 6 _ V J PROJECT S47& 1/n LOCATION 6r R3 _s- �OLLT7-�"C'7VTL`7� /!/� BLDG. PERMIT NO. S136.3 OWNER ;;�� PO../47dir 1q 4i2 WEATHER t--,), »,7zc t44 -Q7' TEMP. AT c• ere AM PM AT ie/2KL ,Un C,)A 5c083 - 08 ENGINEER A.4exra.v Z,)v,2p .1A ATTN:, , ARCH ,ECCTTjJ �% !�' , CONTRACTOR '41 13 (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY _,e(ESTEEUMASONRY STR.STIWELDING OTHER STR,ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — SLAB COLUMNS 'ALLS — BEAMS — — L4OCATION (AREAS) Si t4 /A/t 2- C Tr) C. S ,3 �3d L', / , p / s r /cl--oc) ,' . C'. i 2 7) 2. s .3 /. GT' - /- , SO tr S _ r. .i - S' • , ., 1119 r r (5) CONCRETE/MASONRY SUPPLIER MIX NO. (J ) I 11 at (;70 DESIGN STRENGTH (Pc) / 3 A- ) TOTAL CU. YD. PLACED 6 AYArrAgt?'S SLUMP (INCHES) AIR CONTENT C. I *9 /?1c .4'L.[r SPECIMENS CAST, 3 2-JCL/ ( %) SEE CYLINDER REPORT NO. 59.- 2 ? . YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT, APPROVED PLANS, SET NO. _ REMARKS: • HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: Me) C' me F - 016 -N8 _ S r - TUGBP -22 INSPECTOR: FIELD REPORT SIGNED: T TO: CASCADE TESTING-LABORATORY; "1 NC: TESTING & INSPECTIOhI / EN IN ERS /, EEO OGISTS 12911) N.E. 128.64 PLACE : _... , KIRKLAND. WASHINGTON 1)1303A� 12061023.9940 EVERETT MAY 2}1 J-4" M 6 Coil c Dill' • Ri'.130u A'1rk let ri ((% 7 6) 015 3 7 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA .. SEE FIELD �. N2 58393 REPORT No DATE 4•- /8- qa CERT. NO. ?0 / - .,S- -7 PROJECT cS e / rt2.-7 LOCATION 68.35 So ,>? cwt 4- ,b iv„a BLDG. PERMIT NO. sf3c;3 OWNER WEATHER/ Y/ czt/l� AT AM 4 C) AT ��CPM ENGINEER He/ ?fie% S0 VVV ARCHITECT + It CONTRACTOR TRUCK SAMPLED J S TRUCK TICKET No. 26 ..-V? TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2:X> 114j -1(4' on 3 g )c8d/a 5 7, 71 5774 1 5-60 50 191 /00 WATER 8,60 liin TOTAL 105 * 41-0: Y ?)(8)q_ky 57, 76 J y 780v 2560 I 4aro N./ stgot ips5 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS ■ CEMENT i6 Sz4 . I SET N0. FA. 2 /go s -1(4' on 3 g )c8d/a 5 7, 71 5774 1 5-60 50 191 /00 WATER 8,60 liin TOTAL 105 * CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 1 "W • I 4 - /,A ` s -1(4' on 3 g )c8d/a 5 7, 71 5774 1 5-60 50 191 /00 2 7yo 2‘70 601 / PlorA, r. liin 105 * 41-0: Y ?)(8)q_ky 57, 76 J y 780v 2560 I 4aro N./ stgot ips5 cg loo I C9° ,slvy.w /77a),44 1457 r /ti-S 762 SD 'g2 0 ��s 1 -/g \/ gx� X•r yl, g' 78y o /E70 PRODUCERSt AEA ADMIX PLACEMENT AREA & NOTES CONCRETE ,„5J frie w4 CEMENT .9r p / CU. YARDS PLACED 7 CAC12 % DESIGN STRENGTH vo 414/p 006 G '7° r' "7) C -2 7 2 r -7 ' /C- 7 7 COPIES TO ;KY93C -cr -11)1(3 -N6 -5P- iu48D 5 -zz INSPECTOR: SIGNEDf °_i� ��� CASCADE TESTING LABORATORY,, INC. TESTING & INSPEC'9IZSN7 NGINEERS7tEOLOGISTS 12919 N.E. 126TH PLACE ' .i Ir ! I I 1 \ KIRKLAND, WASHINGTON 96634 1206)`023.9000 ' 12061 62 3 9.0017 MAY 221990 ! • 1 TO: in B C0/0.57 -• 1 ....... k!/iki ,i / "J A j eases- o8.5, EVERETT ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. N2 59217 DATE -r Tv CERT. NO. "o/ -S-) SLUMP PROJECT -.5->704-Tc / ,4,2 /1'l UNIT WEIGHT LOCATION `Fc�t-C— .SDvifyq ?vT— ,?24...z., . CEMENT FACTOR BLDG. PERMIT NO, CS -'863 OWNER AIR WEATHER TEMP. AT AT AM PM ENGINEER /f %G.'Sd A) 4244Q,,i ARCHITECT -n U!/l L"7:6 ,4-Qf b 61° 6 L, ° CONTRACTOR TRUCK SAMPLED 01:;y3m Z»'1 /) TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR 2 :30 Wage , C.A. 61° 6 L, ° TOTAL 215 4( -6 2--t COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT J `s % STRENGTH PSI SET No. 4, nsur FA. yam, sic 02,6i S// . g -- /6 , C.A. WATER TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 2 ) S5 Cr"- g -- /6 , a4"1 215 4( -6 2--t PRODUCERS: CONCRETE .15.0a / jf AEA ADMIX. PLACEMENT AREA & NOTES fX/e.73 CEMENT CAC12 CU. YARDS PLACED DESIGN STRENGTH O v INSPECTOR: COPIES TOLM lee • fY of /y16 -V3 '5F- ov_80 5-0Z SIGNED:�"'�j TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 96034 EVERETT i7/.- i3 �a ivsrn2vcn u� P � (206) 823.3800 (2061 239.0817 )o),- R95' ")f'or97 - od'Y ATTN• THE FOLLOWING WAS NOTED: E MAY 211990 FIELD 1TEST. DATA , . . , . q. SEE FIELD REPORT No i y/ N9 59215 DATE LC--- 7 — fc) CERT. NO. Se) -f-7 SLUMP PROJECT 5T7-7 - J. A/2 P1.1 UNIT WEIGHT LOCATION J! Fi'3 S Sacirea ',stJ�a'7 j)L -t//D CEMENT FACTOR BLDG. PERMIT NO. t_---Z9e 3 OWNER AIR WEATHER dt C-7 . i 4it' TEMP. d AT 90 S-V AT 36 AM PM ENGINEER A2C�SCiM ge)[J,Qf,%9•(''es y%a 5-4(41, ARCHITECT 114 `J /� yy ° CONTRACTOR 2og5 TRUCK SAMPLED /)-1-:://g ICY! 61 TRUCK TICKET No.~ TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR l/G wileK,e % _ 7 3 0 FA.- y%a 5-4(41, eucu-s--r-S yy ° S 2og5 6.-9 TOTAL , 20 SC C--ti -)...z COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT.] 5e STRENGTH PSI, SET No. k., H.,(.= F-A' y,. 5/l 5-! q _ 7 3 0 FA.- y%a 5-4(41, eucu-s--r-S I e-S° WATER 2og5 6.-9 TOTAL , CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI, SET No. 2og 1 s -7 5-! q _ 7 �Ay 50a I e-S° -,- 2og5 6.-9 9_ S , 20 SC C--ti -)...z PRODUCERS: CONCRETE (TO a /1-71;‹ CEMENT CU. YARDS PLACED 3 AEA ADMIX. CAC12 PLACEMENT AREA & NOTES C.41 /J mil- - 4 S DESIGN STRENGTH / .S -v M2^ �y,/���► / ^ t/� ,/ INSPECTOR: COPIES TO: (nee-026r- - �L7 -/ 1�v� --rue UL 3O T \' L . CASCADE TESTIN '_�ABORATORY. TESTING d INSPECTIO GINEERS I39lY NE. 116tw PLACE KIR (LAND, WASHINGTON 11603• i INC. /GEOLOGISTS (206162,.0000 120A) 2811.0617 i 1 PREVIOUS NO 58977 REPORT No DATE Q d �• 2- • O CERT. NO. o /-j--7 P [V[RETT^"--�._... -__- ____ .....__.. - -..- ,,, I ' �' � f�AY � 1190 j I • I .. �_ . PROJECT / ,/ / /d a .'�,.,0� G'�•,.�., C�„��...,. LOCATION BLDG. PERMIT NO. OWNER ,°4C. C i'c1/ Q WEATHER Ov lit n.e•il! TEMP. AT AM AT PM n qey� -// ENGINEER ATTN: / ARCHITECT CONTRACTOR 1 !3 • (2) INSPECTION _ — PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES' — DRILLED PIERS SLAB _ _ COLUMNS — WALLS — BEAMS — (4) (AREAS) - •..- i itAle am ..67.e.e..1� ,Xe.eurs-/• (5) CONCRETE/MASONRY SUPPLIER SLUMP AIR MIX NO. DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED (INCHES) CONTENT SPECIMENS CAST ( %) SEE CYLINDER REPORT N 0 ,.„V.. YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., 4,.. • iz.., REMARKS: i0. . ✓i/J.OLie, 0303, Z.(r 1" HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: mAr . FIELD RE SIGNED: T .— �` 11 L CASCADE TESTIN ABORATORY, INC. TESTING & INSPECTIO JGINEERS /GEOLOGISTS �z�u N.c. sae,.. PL�.ce �++ PREVIOUS i N 0 57146 REPORT No y KIRKLAND, WASHINGTON 0 A (20610274000 I200) 289.0017 ,II•`\`,i'{+ \�,1 1 211990\ . r°G),elLS'7 ....\ DATE 5 / 4/.-•7U CERT. NO. e,/- � 6 _ 7 ';j: lk ,'ti1r1I \I\1\1\Y TO: �r PROJECT s r=.0 .r! LOCATION BLDG. PERMIT NO. ;5 '4 3 OWNER %;!0' OX Ay WEATHER r''J /=72.414 -S7--- TEMP. AT AM AT PM /' /erJeA.4.,/ /7`/ ,,,e; • cfg'op3 -c78y f ENGINEER A.472,5 a,v lT,1■2 ATTN• ARCHITECT ✓.7l /9 CONTRACTOR (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS WALLS .— BEAMS — — ( LOCATION (AREAS) ! t F -,art � - 1�OV/2 F�- 57.),4Po P P r w734-k f'° =.C/ Az-s' 6- JD 4) 0•J ) . 4 I- IA; e ?dotArian0 Ar P/= hksr 4 I F• r 0 ra 17: OW 2 .2', -2 A;F4 - C Tit, 1:). .47. 60, 1 / 6 >v }f 014 10. b . ill 4j r/ 2ro -2,B 0-t.J ' .2$'F4./, =/, CwC.0 oiJ 2•C 2, „2u 14 7-/ S.7 m6 0v. re .Z 4.tr L ;Pr'. 44.44.- it n-71 .via, Aro 2 i °A.A.•d rn e724.3T i st #d.vot2.. D .1 ra F ® S ' 7 5 er17- l2o.--717114 CONCRETE/MASONRY SUPPLIER SLUMP AIR : t Gr- 41 ear- MIX NO. 703Y 4.1144.154 X*. icIS-5 )'DESIGN STRENGTH (Po) vC/ // rJ,75- u_,.4N „2.O ' TOTAL CU. YD. PLACED / ..NM T (INCHES) CONTENT ( IL./ / /j0 / / SPECIMENS CAST fi Vag* / 2. / 7 .'�.iG t/ %) SEE CYLINDER REPORT NO. k,r5 .. g V A-52 I/ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _•--C'ES _ REMARKS: / 41.41 Gfr 1-1•791;f T'O D.S' Itr 1 ii, g air -6 & C . L4-6r 2 Rou,)s .2 ve o-no b t, /.,17--1- HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: rinC60 - mfr- - (4)-•4a� -TUC€ FIELD REPO 5- i 7 SIGNED: REMARKS: HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: fral -m6 F -m6 -NQ -.3 -TJL60 FIELD REPORT SIGNED: �, a T . CASCADE TESTIN" LABORATORY, INC. TESTING & INSPECTIOI{ NGINEERS /GEOLOGISTS 1291Y N.E. 126n. PLACE KIRKLAND, WASHINGTON 11603• 12061623 S00 �/ REPORT No L/ 7 O 57145 DATE l.5 _1/. " U CERT. NO. 90 l �S - 91 TO: [V[IRI7T- --- . _ .. .. ... 12061 2 5111.011 17 1 M AY 9 9 0 i 1 _._..____ - _. . ... ._./ t,Il Y (:•; I ..:1,...,/1,..,\ in a C? c9;►vST! AN...1 :N+; r I'T• PROJECT LOCATION (8.3 5 S O o T'•4. Cc Al P't-/? �LL, 0 BLDG. PERMIT NO. ,'� 86.3 OWNER °' P . o • R o Nc 8 44 9 WEATHER C ° 1 L ) L.;1) y TEMP. AT 6 30 AT / 2. AM PM 14. 1vaicL A-N p f.4.1•4 of Ao8•3 - C 84-. ENGINEER (�LrZ c7 14 c L 1/2n/4 (ir- ATTN' A RCHITEC r7 A CONTRACTOR 1rna (2) INSPECTION PERFORMED _ RESTEEL/CONCRETE _ RESTEEL ONLY _�RES��TEEUMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOOTINGS — AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS -ALLS BEAMS — — — (LOCATION (AREAS) 1-1 I.l t (o L //1/, 47 6.. ti 7-0 1= L' r14 L. i pr- L i i..p r &, 1Z] to • 2 t '-1 14 'L i 1-i-- G' • 10 i P 2 b2P L; r L. i AI .=- >7 • to vT . G • 3 T-c. 3 P'? Aar t a o Li, s o 1 1 sue'" •=l -boil . 674 tY V M11mt 1 sr L L 1Z- - 7.1Y-9 T -Lca /112 CONCRETE/MASONRY SUPPLIER MIX NO. L7-4.0 a M .1,( DESIGN STRENGTH (f'o) 1 .K 0 TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT Win l2.K ,13-I,3 L. P SPECIMENS CAST 3 s X 1 y ( %) SEE CYLINDER REPORT NO. 5 / 2- 1 9 NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., — REMARKS: HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: fral -m6 F -m6 -NQ -.3 -TJL60 FIELD REPORT SIGNED: �, a T, _. ` CASCADE _TIE_ LAEJECIE R7. IN. TESTING d INSPECTIO \ 4 GINEERS /GEOLOGISTS 12010 N. . 12S1N PLACE KIRKLAND, WA1111.61.03TON 90°20 - -.°- PREVIOUS REPORT NO S �/3 0 57144 DATE 5.--_ / (■ _ ' D CERT. NO. _ / 0/-,3-2 r =V ERETT" - _�- 1106► 162.0217 g ' 1 , ,,, 1 MAY 211990 t 1 (J: ,;i'•. TO: j4 /7 c nJ.c-i :' _ ..:_..._..__'.'..: M.- - 1- 1- .___./ PROJECT S/72 -rz-- = /�Pni LOCATION / $TS .s o4.)7 / ( 71 /raw 2? (/ /, BLDG. PERMIT NO. L5---& 3 OWNER U, jj ) 8 4, 9 WEATHER rz /t?7? c-, 04-ST TEMP. AT 9•'J.4) AM 2-° AT PM (.', 4 r' ,6pr93 -ci-ciy ENGINEER it/ o/✓ / ?iJL)2n. ,e/i.40,kL.9tih / ATTN:. ARCHITECT 74 r7 4 CONTRACTOR /4 INSPECTION ----FIESTEEUMASONRY -- PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY _ STR.ST/WELDING OTHER STR.ST /BOLTING ITEMS INSPECTED — FOOTINGS _ AUGER CAST PILES — DRILLED PIERS SLAB _ _ COLUMNS —WALLS — BEAMS — (LOCATION (AREAS) F/"% ( •L /ivb- 2 r'.3 "° L. /, r Arry C` . A- 0 it? 2 .2 ^' /2/-- / Ar-r- 2"177rS�117'C- ,,Z. • 2 • Ll L' /n/G' t' 9►"t7 !, r 1,---> ( ,, -- ,-(., /,, c-/ "Pl..) Z . 2 .IuQ l.! %T o'tJ 2 L/K/a .Z. '-p 20w / 'izg7.& 4.s''U4 2' t-I- ()C'/2• CONCRETEIMASONRY SUPPLIER SLUMP AIR MIX NO. L 3 /11 r J 0-0 DESIGN STRENGTH (Pc►, / 3A"- v TOTAL CU. YD. PLACED (INCHES) CONTENT W v 2 /4- A / 4L SPECIMENS CAST :3 ,-X L/ ( %) SEE CYLINDER REPORT NO. 6-5 / )- $ ES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ _ REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: •-/ J F 09614\16 E - 7 L)k & •'/7 INSPECTOR: gi- n%/l, FIELD REPORT SIGNED: T L TESTING KIR(cLAro NSPECTIOf� NGINE RS /GEOLOGISTS vdnsrwaTOa, osos• rz° «�3�soo (a061a50•os1? _ • PREVIOUS No 57142 REPORT No. DATE / =e3 —5.0 CERT. NO. S'O -/ —S) EVERETT M AY 211990 1 (. CI `,I TO: /// R • (P/9A-t.),5/ PROJECT _ ,5779--7 te . , "1,2� LOCATION 6 A3S Svc)77lCr,re L.(20 BLDG. PERMIT NO. C� V.i/ .3 OWNER � e) • ��D X e / 5' / WEATHER -/.c.---/472 (/AM TEMP. AT 8!S 5-7...° AT PM /eii2fkh Al-M0/ /., )14 JRoc 3 — c)c5" % ENGINEER "I %: So.t .t vk D r}a P- ATTN• ARCHITECT /1 6 A • CONTRACTOR l ' t5 - (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY 1ESTEEUMASONRY , STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB — COLUMNS ''WALLS -_ BEAMS -- — (L4) OCATION (AREAS) , - 1 //1%� C7'D# i- ' 41 Cem) 4.s S 7 TV s erio c rive) 3 45,--,- .21ir' PiAasr- • 1 IA) r (Q • 8kS` ro ,S /7 .7 S' 7v E 71?YO S► i2, ,. , s . ,r.Ge9cA (5) CONCRETE/MASONRY SUPPLIER MIX NO, (1 e7►3 iii 4L DESIGN STRENGTH (Pc) /3 d`V TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT IA, c -It< p(LL4i.[11-- SPECIMENS CAST J -2 X V ( %) SEE CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS:.r%7 /1 .Prvie [/ 5.= /P-< V'/1c Lk) nTt2v ,47i-o 1J f") ,4-c Ph 114,47) lA) t =dQOar, A...)C� Cler? L S ljv ,.) li RC- 74yv1.• i C l c 1 r4s c fc/ R7 E.7k/ a . ) j ,i4k `r-) • ROT s c.1-&J r c) A p4 -rt--2 TIM") M ") 6 _ 5 —90 • /4-4,--734 Ac /u 61— 7-0 G 2 o c) r kin . HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: m_, _ _�_ _ ins F -ie_ FIELD REPORT i % SIGNED: `— /C /tf'' ��!• TO CASCADE TESTING; LABORATORY, INC. TESTING & INSPECTICIKT 7'EIVOINEERSJGEOLOGISTS 12910 N.E. 1261.+ PLACE KIRKLAND, WASHK3T 0003 i) IP 111E7 I' 1206)923.0900 EVERETT S (2061230.0017 MAY 2 1990 I . ./W G'UrJ,S 77 /i ("r-re /9 0 3oA, Rye / </2kL //9/ /v 4. g'9083 - 'Y ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA y i •g/ SEE FIELD ry' REPORT No S % / G/ Z N2 59216 DATE =8 -Ie" CERT. NO. Y62L-S? PROJECT LOCATION 6 8 3t5 . c'avT/ye :vr- UNIT WEIGHT $<. v/D • BLDG. PERMIT NO. ,5863 OWNER CONC AIR WEATHER .- f', TEMP. 5. .2c) AT g.,94,-AM AT PM ENGINEER /116,746-0,0 %jr _,tJ/1 D 4 -p0 6C° ARCHITECT 11... CONTRACTOR 1 TOTAL 28 TRUCK SAMPLED 0-0/3 m lie TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 8' s s ;,0a2K 5 -LS' 7 ,' Colt Zy 544 -p0 6C° S;2-a 11... TOTAL 28 ,2_11 (a I (c,..- 5 2-5 ) COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD GATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 "C& STRENGTH PSI SET NO. 4/."r 1 5 -LS' 7 ,' Colt Zy 544 -p0 i ZS? o WATER 11... TOTAL 28 CYLINDER NUMBER GATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL. LOAD STRENGTH PSI SET NO. 2L∎4 3- 8 5 -LS' 7 c-xy -p0 i ZS? o 11... (a -5 28 ,2_11 (a I (c,..- 5 2-5 ) PRODUCERS: CONCRETE 0-64,' AEA ADMIX CAC12 CEMENT x`k/24 "z' CU. YARDS PLACED y :1 DESIGN STRENGTH .3-oGQ PLACEMENT AREA 1 NOTES/d! /40 CJUN/, KJrI4ICL f S/Ar71. C'4LL E=IJ.P /,? z) J,j't! 7- /i1/27/ A) Fake '- L _5- 7 •/ 2. ,'c' • CMG' COPIES TO: 41650 ine /796- -7-c) 59 5'17 INSPECTOR: SIGNED: TO: CASCADE TESTING LABORATORY, INC. REPO FIELD TESTING & INSPECTION / ENGINEERSJ_GE_QLOGISTS.__,_, 12010 N.E. 12611. PLACE 1 ; ; KIRKLAND, WASHINGTON 00034 , ' • • • r (20 01 0234, EVERETT 1 ! 1206125D.0017 MANY 17 1990 I 73. &n,5-r4crT'eii o. ,&x ??7/7••••••••'•'•-•-•••••••••-.- /P- /,MD 4,9 . 99013 -o,Ey9 ATTN. THE FOLLOWING WAS NOTED: Sir: /1fopr4& FIELD TEST DATA N 55807 DATE �f TIME CERT. n0. UNIT WEIGHT PROJECT �� TEMP. CONC I fOCATN � Cv K3,5 Srriepr iz Ho,f) OWNER BLDG. PERMIT NO. j 58(3 7 WEATHER TEMP. AT AT AM PM ENGINEER ER� il PC4, Q(11 1 TOTAL / ARCHITECT frax CONTRACTOR /1%• 8 • e9056 ) 01 TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR ,. UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 7/ Sfif' 7 ; /S 6 /O 6p /° g,'", b --I TOTAL . e9056 ) 01 ;2"/ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /5A. STRENGTH P51 SET N0. 5140 7/ A1 7 ; $yoo 2C0o -,#/ WATER g,'", b --I TOTAL CYLINDER NUMBER DATE MADE DATE TESTED i AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH P51 SET N0. 5-y A1 7 ; $yoo 2C0o -,#/ b --I z7 . e9056 ) 01 ;2"/ PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED AEA ADMIX CAC12 PLACEMENT AREA 6 NOTES DESIGN STRENGTH /I o INSPECTOR: /491/�Sf/ Lf COPIES TO1f ( )6l. 'w 7 JI & SIGNED: �r -ter L97 T� `1 L TO: CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126,• PLACE �f_��_ �- '-_....___�_��..... 9 KIRKLAND, WASHINGTON 8034 I !' ; I :: ('.' :40410234SOO (2 EVERETT j 061.de'3f•CJe17 MAY 17 1qu0 A P 6 . ?c,)c K•, n k /A r./� C..�q . c18 0!13 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N2 59334 DATE CERT. NO. DESIGN WEIGHTS No. PROJECT STS fAr"v‘ C IA: M (evriel- LOCATION 4 v .S- .5c.x.31(fN 6644,.. 23//d, BLDG. PERMIT NO. S g 6 3 OWNER TEMP. CONC WE HER / Aj 1‘./ TEMP. AT AT AM PM EN INEER rUe Jsc i WATER t ARCHITECT fr\ A 5-1/ TOTAL CONTRACTOR l oS 00 TRUCK SAMPLED r— TRUCK TICKET w DESIGN WEIGHTS No. TIME SLUMP %AIR UNIT WEIGHT y YEILO CEMENT FACTOR TEMP. CONC AIR 1:c 9,5+.c. cAst I> SAAd WATER t 5-1/ TOTAL l oS 00 J3(1 c-) 1137 I 5-11 15 q loo 71 co COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / STRENGTH PSI SET N0, FA. 1/2. L • -? C.A. 2 O 3frt cAst I> SAAd WATER 1136 5-1/ TOTAL l oS 00 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0, 1135 4-1-13 q-2 0 -? 2 )(y L/7vv 15-20 1136 5-1/ 2- l oS 00 J3(1 c-) 1137 I 5-11 15 q loo 71 co PRODUCERS' CONCRETE Jt.i13 ` • 'or AC' CEMENT CU. YARDS PLACED AEA ADMIX PLACEMENT AREA & NOTES CAC12 DESIGN STRENGTH LicsiNk �er cc, rev-tol (je∎c .A f ( ) , o ,fs 2 clod ti 04 DA / G ev -■ 1 — INSPECTOR: Oeck .47, COPIES TO: /1/60 me r" -026 - N 6 -Sr' j (116 11) S75- Zoo SIGNED CASCADE TESTIr LABORATORY, INC. TESTING & INSPECTION i ENGINEERS /GEOLOGISTS PREVIOUS REPORT No. 58829 REMARKS: a y\ 96 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: _ 1 4 - 1 5 U) LA) O 6)-,8 FIELD REPOR KIAKI.ArO. WAfH•IR7GTON layoo4 moo saammoo -- _ ... -' DATE Q Y_ 30 — LQ CERT. NO. f� •/�/ 90Z�V TO: 120G1 2s1•0S17 I ( EVERETT ..__.....__._ •I } , , !,,T,,,,, "0190, ( ::.; r / I-~ PROJECT LOCATION I I BLDG. PERMIT NO. 5 �C¢ 3 OWNER .:... _• _ ,Y„ y..� _..� __..� WEATHER ljl.�•/9i2 TEMP. AT AM AT PM r Q• • 0 . C� I� N`'t K trk[ct ,.� 1 WCn . 9 Sa"3 -oys ENGINEER �aur oiu3 L ATTN: I ARCHITECT GA CONTRACTOR , . . /// 3 (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR•ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED r FOOTINGS — AUGER CAST PILES — DRILLED PIERS _ SLAB COLUMNS — WALLS BEAMS -- — -- I s+ L a*-- g '(4) i�0. I: ) 11 r E ` a j 1c `' 11 b 1 /i' oqc LOCATION (AREAS) Sh I T 1 • . E 1U • ,c2 ,. N 9 CONCRETE/MASONRY MIX NO. f.I'i a UM 5;'A� DESIGN STRENGTH (Pc) d �� SUPPLIER �^ TOTAL CU. YD. PLACED SLUMP (INCHES) S!? PP SPECIMENS CAST 1.9 (o7Xy IS� AIR CONTENT ( %) SEE CYLINDER REPORT NO. X115 1/ 3 YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ — _ REMARKS: a y\ 96 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: _ 1 4 - 1 5 U) LA) O 6)-,8 FIELD REPOR 161/ T CASCADE TESTING •- LABORATORY: INC; ; TESTING & INSPECTICdN / ENGINEERS/GEOLOGISTS N ;�;; 12919 NE. 12e... PLACE timbal 1 KIRKLAND, WASMtdGTON 34 ( (20&923. 900 EVERETT f 1 �� 1\y , (105,11* c017 1 � f TO* 1 i 1 LQVIS4C. 1 Q k'ki4,f,(I L. I14:1.3— ATTN• AS REQUESTED BY rr f ' THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. c N2 54924 DATE 5 -1 -9D CERT. NO. 9ei --59 PROJECT �� 11 1 i4f ` F w` LOCATION ID $35 3ao4evJ ,- `31L, d. BLDG. PERMIT NO. SUP OWNER WEATHER Cka. ✓ TEMP. AT AT AM PM ENGINEER ql inCS H 4 44/ - 1 tS HT C r\6 ,13 CONTRACTOR 1 AI . . CANT U W4tk Li S£clOh.S 1Ia "3" t I`3 it" I "a6601.. in4r1,f Ws_ S • C Ilor -Le a43It∎ I S C3 ' axk.'s) 42J r `OAST artq.S . "6" S4GIly IBC is- " (O'IZ "C - ,IL inE "5� skc af. "b'fZ I `� 4/ by (rvli Lo 115.1 ` L t „y* _,�� r, ��/ teio `c� Y M 1 l \ f/ "C. " Cdr v - It At A ` » cou..sh <<do, kd LJ. • rw �ns� l.F.1—s . 3 Cfxgk E'' ! 4�.6, TI v J 4 A . Set. -M� a /4 -T Sci fi lid% S11 1' o r4 3 cY h ca. v•• pl CJ. SEE TEST REPORT NO HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: NUJ COPIES TO: L.. 5y FIELD ORT /A �J 7, STONE � -2 - y // leerLe*R-.. `, ` . CASCADE TEST INv LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS PREVIOUS 4 REPORT No No 58828 12Y)Y N.E. PLACC KIRKLANO, VVA frINGT ON 90034 f3021e2, -NDO DATE 4 3D - l d CERT. NO. 4a /._ 5 7 EVERETT MOM 250.011117 (A/ 'M a TO. - _.._-_ - - --- ' I � � 1' , I I•. I I / i' ^ I i PROJECT S )I / 3 1,�A ( O i9�0 1 , LOCATION k R 3 5 S , /o J. aL cEh � .. BLDG..PPERMIT NO, g6 3 OWNER /� l J 0 k f,�;.,- }.;r WEATHER CI c. , ✓ TEMP. AT AM AT PM rr, f 1 f r1. ./ G0 I wG • %b� 3 0 � E GIN?ER 114. 1 co, JRDor'dlea` -t-S ) ATTN. ARCHITECT % v M C 4- CONTR7OR n ' y'/(�f (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY STEEUMASONRY STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS ,.VSLAB bte it. — AUGER CAST PILES _ COLUMNS — DRILLED PIERS A LS �y BEAMS — — — ��d P-k- nal dk (LOCATION (AREAS) OGn4re I`1. CONCRETE/MASONRY MIX NO. Ilro‘ 3 L�l)4CP£/'L .M' DESIGN STRENGTH (Pc) y .000 '- P- r c TOTAL CU. Y0. PLACED IS SUPPLIER SLUMP (INCHES) 5 /Z /rn//cs//4NrL CC��/�/ 5 ! I ) SEE CYLINDER REPORT NO. 6/ /aG ' 6F/3 /3 8- AIR CONTENT ( %) - -�- _� YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: MI! ' ' Ii i g(*) N16 11-/bAil h. 5.8 FIELD REPORT • CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 N.E. 12eT.. PLACE KIRKLAND, WASHINGTON; 98031 • EVERETT • 12O°'eM.4eO° 120e1 239.08 17 MAY 1 0 1990 I ,_I TO: r C- !"/• / )/0cST/? G/ /'C,/C.J.... . 1)A Cj'S >x‘i9 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N9 58302 DATE T c/- y�1y /4[9 CERT. NO. go / - 7 PROJECT _STATE- 64/7 /4/ C4 AM-1 C &"/t1TER LOCATION 6 8,35 c lc /7/1 E/!/ TL-'/? BL vD• BLDG. PERMIT NO. I ► OWNER — i r WEATHER D v 0-/Y-‘,S •t TEMP. ATE ��,.3 AT !0.'f PM ENGINEER • 1 CA '. • I ARCHITECT NIGH CONTRACTOR Al 43 CD4JS ?R u c 97 cm./ TRUCK SAMPLED TRUCK TICKET No, TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR X0,35 / -4, ;f 7 /,.,.4. Z Sk 6 2 0v 4 53 y V4 / 5- -2 2 TOTAL 1 I SA? 5 -22 �g 4 1531 s -I 1 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 16 jS STRENGTH PSI SET N0. FA. z�,( ds S -1 7 /,.,.4. Z Sk 6 2 0v / 9 7o WATER y V4 / 5- -2 2 TOTAL 1 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. I 5-3‘ 404 S -1 7 21til 6 2 0v / 9 7o 1 153-7 5- -2 2 Rs 1 I SA? 5 -22 �g 4 1531 s -I 1 Cc 00 2o7� z I S i� ,s--22. as i 5y/ S- z 2 s 4 PRODUCERS: CONCRETE r/G 14;t. CEMENT '� CU. YARDS PLACED AEA ADMIX CAC12 PLACEMENT AREA & NOTES R4i 4r1 a// p/ v,��1 DESIGN STRENGTH /8ov COPIES TO Ni , RI PLG N15$ I TA jLa ✓ {3 T Ni„, L CASCADE TESTY', LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS PREVIOUS 7 7 / / 7 N! C 71 C O ._ .. REPORT No. - 7 'T J V ----------7--- I291fa M[. t2St.. FLACK 1 KIRKLAND, WA irrOTON WOK , i . - '., aooSa3r•iDo DATE ..... CERT. NO. goi- e7 [VCRETT 1 I. ' I2ow►25ti•ost7 1� I i 10 10 1 t) 1 PROJECT S%/7 .- F4 RA.? C L A hti r' 6.UrE4 LOCATION 6835 .Sr')uTH FicrrE'i,' Rrva [1 {_�.r,;;�l:;,)�: i.l { >�' . 1 ._,._.,,,,_„___.__.... TO: AZ R. (b /lJS %R tie 7 JUA 1 , BLDG. PERMIT NO. -1-84.3 OWNER 7 1' 4P /PO. Rv y gei9 R 0 uGetas., TEMP. AT cfre 53 AT /o= 3.1 PM k/#kc4ivp, «JA q$0193-Ovicit ENGINEER Jug-/ 5-0,ti ,go aRDAA& ATTN. ARCHITECT ,W A CONTRACTOR ,4.j,' C,CC N.57RC /G 7 iaAJ (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _, RESTEEL ONLY RESTEEUMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS — SLAB _ AUGER CAST PILES COLUMNS — DRILLED PIERS Y- WALLS BEAMS — — -- CATION (AREAS) ad.cil pre✓/ s4J Lae.& 4,0 1r / fd /2 LO1 (5) CONCRETE/MASONRY NO. .4.;;, / � Aii;t DESIGN STRENGTH (1'c) /ZOO sMIX SUPPLIER /47:4111 ! �ij' TOTAL CU. YD. PLACED SLUMP (INCHES) 142r /2 SPECIMENS CAST <- 2_ X 44 AIR CONTENT ( %) SEE CYLINDER REPORT NO. ,'Sf1 s304 u YES _NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., REMARKS: 510 1 PI U.c GS Qe.r flemn.S HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: (116i/ A213 %72L- -a1 3F'TOI%(,7// 5 -� INSPECTOR: FIEL EPORT SIGNED �s 'L+-•-1 To- CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS KIRKLAND. WA TON 90034 . (2041 823 EVERETT ! ' �'1 !12041269.0817 ii 10 1990 \ ►ktk El C L. `00k3 6W, ATTN• THE FOLLOWING WAS NOTED: StrE 4,r�i et,Ns FIELD TEST DATA SEE FIELD REPORT No. N2 59413 DATE 'y- 30 -F e) CERT. NO. qo/ - S % SLUMP PROJECT S/?-rr t ,"- UNIT WEIGHT LOCATION ? 10 iC 3 5 5o ,)'�'�I c c ►, 41- Q (Ai c� CEMENT FACTOR BLDG. PERMIT NO. � OWNER AIR EAYW �t t'i., TEMP. AT AT AM PM Voe.r- d qs iJ ENGINEER GI 4,Ls..� I /2 S! ARCHITECT YY1 6 ft (P CONTRA/V:0117, _ 11-9'h, 1 TRUCK SAMPLED TRUCK TICKET No, TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR Ner0 TEMP. -Qt AIR q:35 S71 F� -- -- I /2 S! ) s k (P ( o 11-9'h, 1 i TOTAL Q /' 3v sr, P _ - _ /sk p 7 LP? .�--- 1 -7 s3 L/-3° 5' 7 '7 .2X y COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 15K STRENGTH PSI SET No. SA-K � FA. oZ H S {�ov C.-) S 7 e I /2 S! (17: v / So a WATER 11-9'h, 1 i TOTAL Q CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. I-7 S D Lf o s- 7 7 axL (17: v / So a 5 si- *` Z I--7s-1 i s- 2.9 02 (-7 S- Z .r-- r -2e 028' .�--- 1 -7 s3 L/-3° 5' 7 '7 .2X y / coo /y10 st e l* .2 1-1 s't 3' - z ' 02.8 17 S-5- -- s- - z 9 AS' ---- PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED AEA ADM{ IIXX CAC12 .� { % PLACEMENT AREA & NOTES / , 4 '� 1K on Si {L DESIGN STRENGTH koa bglY TO: . s SEE ORTNFIELD CASCADE TESTING LABORAT_OFtY. INC. REPo S g' 02 TESTING & INSPECTION / ENGINEERS /GEOLOGISTS —, 12910 N.E. 126r.. PLACE KIRKLA/WA WASFONOTON 90034 (206)623.9600... EVERETT m' 1$�• C ll`JJJJlI ` 1 f O'er Zio'k kLO ATTN' THE FOLLOWING WAS NOTED: FIELD TEST DATA (, * 3 N2 59138 DATE 'Y- 3o-W CERT. NO. 90/ -5 i SLUMP PROJECT ! 57,./4-7-1. F44- UNIT WEIGHT YEILD L�& k3 5 Sd04 c , tt " I u d . AIR BLDG. PERMIT NO. _.._J5 We 3 OWNER -- ,. WEATHER TEMP. C4,0414 AT AT AM PM EA�GINEER /23P0t-dcy IIt /SDhL3' 30 .01 ARCHITECT 6 ii TOTAL CONTRACTOR 41 , J� 72 c 2Sgo TRUCK SAMPLED /45 TRUCK TICKET No. 135133 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR g,v3 5'/2 -- ,. — 6 %Z le to 5, 30 .01 s'"-7 TOTAL 72 c 2Sgo ( ii. (1 5-- ZP AS' (PAP s- -2? AS COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT I/1 STRENGTH PSI SET NO. s,4K FA. . //4/4./0 s-- 7 7 'Ca /?0) 77T So 2 7‘0 WATER 30 .01 s'"-7 TOTAL 72 c CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. k8( r 9.-30 s-- 7 7 e l Z 77T So 2 7‘0 S£ i 22 SSW, s'"-7 7 72 c 2Sgo ( ii. (1 5-- ZP AS' (PAP s- -2? AS (i(1 4-- 2g .g• PRODUCERS: CONCRETE in ,/ f . CEMENT CU. YARDS PLACED SO H'I 4 5 • o ADMIX CAC12 x DESIGN STRENGTH ��� ' AEA � ��JJ -/ / �% PLACEMENT AREA & NOTES AO 7. S LJ -rTiC 4-c/ E c le) ' 1 `/ x COPIES TO: Mei' II / 3 -0%- U4 /) INSPECTOR:, tlfi T TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION`/ ENGINEERS /{ OLOGISTS 12919 N.E. 126rw PLACE ; PRY _i� �'�'�'� KIRKLAND, 1NA5FMVOTON oleo 34 } (206) 623.9600 E V ERETT 12061 299.0617 111,2, ancL(.4..,... '?s �Y 5 .-k14 ti J t L 9a CL —0 d 3 002 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA 4* 3 SEE FIELD REPORT No N2 59137 DATE 30 -Sd CERT. NO. 101-52 SLUMP PROJECT 5 / -4 i /t- UNIT WEIGHT LOCATION 1.pE 3 5 5' 4 . L. `j31 (lCi TEMP. BLDG. PERMIT NO, ( /�_W 9 OWNER io: y p EATHE CIE TEMP. AT AT AM PM EN INE R _ J fir. ros et /Scir £ v 30.0 a, ARCHITECT �J C ONTRACTOR ^ ' TRUCK SAMPLED /37 / TRUCK TICKET No. /3ScP 3 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR io: y p — -- -- 61/2 - ip8- 12y 30.0 a, s -7 TOTAL 1 232 co 133v I FZZ s -2P 02g t3L3 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT LQ / I STRENGTH PSI SET NO. SaAd 14P0 r— 7 7 Lek ►- 1 2 7Cod 415 /0 WATER 30.0 a, s -7 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 13 za 1/- 30 r— 7 7 Lek ►- 1 2 7Cod 415 /0 51-i a, irt.( s -7 7 1 232 co 133v I FZZ s -2P 02g t3L3 s-247 o2i" t r a s- -28 02k 1 1 PRODUCERS: CONCRETE AEA - 1Qc/2-Sid PLACEMENT AREA & NOTES S CEMENT CU. YARDS PLACED ADMIX. // CAC1;ad % DESIGN STRENGTH 5 d °" ,�!�►t ► b i 1,)( COPIES TOLP/6 - aX3F d//1/3" - iVV — S` --0J/ INSPECTOR: l .414."=• T TO Film/ Il CASCADE TESTING LABIOr�AT.O0)91.�Z1 . TESTING & INSPECTION Y ENGINEERS /GEOLOGIS N.E. 1267H PLACE + KIRKLAND, WASHINGTON 90034 61 (20823.9000 12061 259.0517 EVERETT avLsci-rujiNa Q•D . c-tak k'L(k , ct . T i>0 0 -06-4/1_ ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA 'SEE FIELD REPORT No N2 59136 DATE '`i 3e -'e. CERT. NO. qo l- 5'7 SLUMP PROJECT ����� S , /D'?2� - UNIT WEIGHT LOCA/TION / 51-3 5 S,v +CLsV4.• / ` j /oc1. OWNER , TEMP. BLDG. PERMIT NO. CSa63 WEATHER ,,,// t'i44 -- TEMP. AT AT AM PM ENGINCA E% 4vl fd,- -• 7CUr' IT 4 i — ARCHITECT fill 4- %Z CONTRACTO rnt ) TRUCK SAMPLED ! RY TRUCK TICKET No. / 1.COnQ 9 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR , TEMP. CONC AIR 005 5'' /y - — — %Z 7 d ) S14-*3 1 R z C. WATER (30.49 • TOTAL 0 30g'0 18'2 7 S -2? 2 " (j2? COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT LQ // STRENGTH PSI SET N0. IF zs clOofg FA. S- 7 % / r2- P . ��O ) S14-*3 1 R z C. WATER (30.49 • TOTAL 0 30g'0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. IF zs '` /-3a S- 7 % / r2- e I e50 21o0 S14-*3 1 R z C. S- -7 7 7i5-0 30g'0 18'2 7 S -2? 2 " (j2? b-- 2P c;,2 1 v21S ' lJ J 1 3 2 `I 5-2P PRODUCERSI CONCRETE L ' (s-S AEA 4644-- 5-7) PLACEMENT AREA & NOTES ADMIX. CEMENT CU. YARDS PLACED CAC12 v D DESIGN STRENGTH COPIES TO; (v?e u , " " - 5( - ruiego rl CASCADE TESTIL LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS PREVIOUS REPORT No. N2 57077 I111111 5 rciw;caNO, wAZsrwar`av 01103 MOO 111123-11111100 DATE r''..- / /_ TO CERT. NO. 901-J-7 TO: EVCRCTT lace► 189 .0417 ,_____ _..______ -_ _ __ -.- -- { MAY 101990 /�d ✓ ' - U_ /Lt .r /. 1c / /�,// PROJECT /%/ �, /� LOCATION f f�- so�7- 71/1.,I.H1 �i'1") BLD ERMIT NO. J Y OWNER 1 T "� �7r.? -- ::� --- - :.._ _ .._. /�O � / WEATHER *A2 TEMP. AT AT AM PM t c.retZ .,.,o '4o ' �� -o rvy ENGINEER %, 74:5, .c ,.: ATTN: ARCHITECT ��� CONTRACTOR • ' Q lji1 (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY .2S. STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS — AUGER CAST PILES — DRILLED PIERS 11L'rif,.M'4� °� S _ SLAB _ COLUMNS — WALLS — BEAMS -- -- (4) LOCATION (AREAS) "elf /e.[ r /.[ !./ /.I.le,i ,.I �. .rteL.el A.An riiG O At.t.. /� � .! ,�� .erLe�.yASUwrt. s/: T Lni. ,.Lri� t'.cFrI'V 2 '4` /1�r r0 /ciG4.". V /�] p r (5) CONCRETE/MASONRY SUPPLIER SLUMP AIR CONTENT MIX NO. DESIGN STRENGTH (f'0) TOTAL CU. YD. PLACED (INCHES) SPECIMENS CAST ( %) SEE CYLINDER REPORT N •. YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: JGG idrla e .PZtide p j „004)Vai ida .< =..z0 x.1.04 God,e l4 - 7 d _VA Cot a r .0 iocc .IIZ - e74 Z. f/ HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: MI' LU3F �k) kU SH -lath la 5.8 FIELD PO T REMARKS: i . cci iT G4'.f'. /Lc.", .72.4 1 �.► /�.r r_r HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: MSG 1,112f- �'�G ��� 1• "T/11/111I1,I '5•9' INSPECTOR: FIELD Z-120.er a LIP CASCADE TESTIN.. LABORATORY. INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS tamer N.E. I21111... PLACE KIRKLAPD. WASNNGTON 0003A (a0llea34S0oo I I ( t PREVIOUS No 57064 REPORT No._ DATE /-/ 7—To / !/ CERT. NO. 90/-.r 7 TO: ill [V[1�6TT 12f�6►Z31�e0�17 P r --- � a} - � i ._. , , \ , , • , 0, i - ...._....--- VW 0 1yp . ;3 # c ,, I • .— ..... ��tiJ'.�ir�ei� //6 "�) PROJECT LOCATION _m,,4/ 6/ �2 .� BLDG. PERMIT NO. ,i�4i OWNER ■ . yam% ..._,_'.......: �.. �. __.._..._...._._............._. + WEATHER / nU.r.EC�I�/C /./ TEMP. AT AT AM PM � �% ENGINEERR' /– ATTN• ARC I CT �V,4 CONTRACTOR y GAO/ (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY , STR.STIWELDING OTHER STR.ST /BOLTING ..,42. (3) ITEMS INSPECTED _ FOOTINGS _. AUGER CAST PILES — DRILLED PIERS K;;;./.4,44.0 i.a -' _L2€4 _ SLAB 4 COLUMNS -- WALLS .. BEAMS — . (LOCATION (AREAS) _ 1/� J /.iaG<_ /�/./o Z r�C�Q.4 -i., / /br t_i4/ / /t.�t /�r+.n f �iG/(<Q .., I . i .� _ .. o Ian ,.4 r J _ /tIJg.GV ��a7 _ Oa . �42,/eX Off/. ?/10 G/I.At , 2,017 l.cijg. j ✓f' �Gi Y (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT SPECIMENS CAST ( %) SEE CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT, APPROVED PLANS, SET NO. .g// `/eto _ '1 REMARKS: i . cci iT G4'.f'. /Lc.", .72.4 1 �.► /�.r r_r HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: MSG 1,112f- �'�G ��� 1• "T/11/111I1,I '5•9' INSPECTOR: FIELD Z-120.er a REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: ' f COPIES TO: 07,6e -1 F- m( - -NB_5 - --7()4 FIELD REPORT 51/ SIGNED: , CASCADE TESTII• LABORATORY. INC. TESTING & INSPECTION , e.NGINEERS /GEOLOGISTS IMMO N.E. 12111,“ PLACE I(M KLAPO. WAf►O. 7ON 946034 (20011523-9•00 17 ; 4 _ PREVIOUS No 57141 REPORT No. '" DATE S---- 7 "! 0 _ CERT. NO. ! V J 2 TO: CVIVIIICTT r,) (i i I, ;� i '.(=Oe).2ee•Oe { I T 1 1`' ! ,, I' A �CY k 990 ,...._..__..._ _ (;; '" '. //' Crew tT/cw r. r7a.w'.' '`':'::.'_.�': ;' PROJECT 7 1�A•�s v1 LOCATION GPIrS— S 77�cc � X.4)0. BLDG. PERMIT NO. .S'263 OWNER A9 U 2-TE, (9y S WEATHER r_Z,GJ72 C•437- _ TEMP. AT AM S %° AT / 2 : qS'PM .eii //b 4—it/i> €. 55x93 — 06 ' 9 ENGINEER ILA--7-So w '- u,2J) ATTN• ARCHITECT f', / e CONTRACTOR 41• E . (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _, STR.STIWELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS �ALLS BEAMS — — — (4) LocATIoN (AREAS) . . n)e- ,d-/b 2 Chi C243�t1112 Y <.cr r 4', S— C 2- C /5-r /-L . 3 471 C1cr- 2 ,^J. , 2 • S' r c 2 .2 • 2 S ' '7,0 g • l / Xr> (• / 41 / iv. I S 771 Y "*j AO /= t/ i L I /= T 01 SUPPLIER ,St �T- km MIX NO, 7 U 3 ty /r!0Q 404 DESIGN STRENGTH (f'o) .7.-0 U CI e.1!L [ ' .aj/ TOTAL CU. YD. PLACED/ 9" SLUMP (INCHES) AIR CONTENT / ' z..I d / CvU /2*4 i.-,r SPECIMENS CAST, .!9 BX81i I 2. /3 2 A ( %) SEE CYLINDER REPORT NO. 2-/ V 72 / . /-Y-ES _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _NO REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: ' f COPIES TO: 07,6e -1 F- m( - -NB_5 - --7()4 FIELD REPORT 51/ SIGNED: T TO: CASCADE TESTING LABORATORY. INC. TESTING & INSPEpSJON. ENGINEE.R5 /- GEOCOGIS S 12919 NE. 126TH PLACE KIRKLAND. WASHINGTON EVERETT C 3 - i IZ 1623. 7AY _1_1 ��f �;Y •I �•J i�i'��I Lj, ie g,2p - 0141 ATTN• AS REQUESTED BY• THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. N2 54885 DATE 5- -lo CERT. r/-•.57 �,/�// l /�C //! PROJECT -7L-./q/76. ! LOCATION BLDG. PERMIT NO. x(03. OWNER WEATHER TEMP. AT AT AM PM ENGINEER /P .S L�/4�01..__. j'' JJ ARCHITE /114 • ,CONTRACT, 11L� . 7 - rie/eF ,/ `/ 42:5 �9e. _ 3 Zff- ti, r,.l. 57/x... Sou�tr T` CcrieluER /L erj e 4J, sr- S /like) . pifis (over 4j - Icazirions SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED SY INSPECTOR: COPIES TO' m3 -m3F - - "G iv3 -,5F -7 A FIELD PORT , 5 -/ SIGNED: TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1261.. PLACE KIRKLAP[), WASHNOTON 90034 12061923:9900 EVERETT r- (206' 299.0e1 t7 n S C ,r-B. n&41 r -c=. { _ 11990 I 'ok Rite( _.. _,.. Krktsui c\ ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA MLX-* �o3 SEE FIELD REPORT No t.3.11/C1 629 No 59141 DATE 5 -1 -9v CERT. NO. qot -s'i TICKET No. 3 vcY Yef «% PROJECT _ S riq�'� Fife. WI- TIME LO&N1,03N s S d CJ e E.✓t '', ✓ Elf 4. %AIR BLDG. PERMIT NO. S gle 3 OWNER CEMENT FACTOR WEATHER TEMP. AT AT AM PM ENGIN ER n OOr 1.a4 1 14. ovL 3 L r / ARCHITECT n .CONTRACTOR� rfi ' , 75k TRUCK SAMPLED GATE MADE TICKET No. 3 vcY Yef «% 34eo TRUCK TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 2.3D ,.0 r / — — 75k /e ..— COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD GATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD STRENGTH PSI SET NO. FA. 6 ( / 3� 7 C.A. Y r / l X WATER TOTAL CYLINDER NUMBER GATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 5 -I ,P 7 xi 8' 17,oz 7S2oo 2CCa PRODUCERS: CONCRETE AEA ADMIX. PLACEMENT AREA & NOTES CEMENT CU. YARDS PLACED CAC12 .1 4-116,4 6,/4- k cI Vt t. k aodv DESIGN STRENGTH /� �y �2 /y1 /� INSPECTOR: COPIES TO:In ' "` ! l[2F-' I 6 - VL7 -5 - 2 Ui tti iv SIGNED; TO' SEE FIELD Q-s 941 n CASCADE TESTI( LABORATORY. INC. REPORT No.... j; 7 TESTING & INSPECTION FVC:NEERS �G1 GEL t0 GIST�— 34 L!)1 I, I �„r r 15I23 ioeoo 12061239.06 7 MAY 07 1990 M,CI ■ LovlSc1/2r0 G" o✓t°ii'Y lip -i01 .villa KANN:N(7i DEPT. {<rkd , (,L . c 0 3 - o Li 6i 12919 N.E. 1287.. PLACE KIRKLAND, WASHINGTON EVERETT ATTN• THE FOLLOWING WAS NOTED: Rom FIELD TEST DATA fX 14.-.70 t.' 11 N2 59132 DATE 4*/'' a3 -50 CERT. NO. `lot -5 SLUMP %AIR UNIT WEIGHT PROJECT IAA TEMP. CONC AIR /p-35 S i m-, t +— f. LOCATION T s Sov i- 1'(eLIL 1-- (-?) .5 ` 19 BLDG. PERMIT 1'9_0. 3 OWNER fervo TOTAL G -2( -?,1 WEATHER TEMP. AT AT AM PM ENGINEER ARCHITECT CD 1r4 -'717 CONTRACTOR rn ,-a . • TRUCK SAMPLED 30117 TRUCK TICKET No. 10,346-z::.7 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /p-35 II - - 9L.o 75 19 53 c9JR O1bL fervo TOTAL G -2( -?,1 .� 02 1417 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT I( lc 5,gs--- STRENGTH P51 SET NO. s FA. (9 1 ffD L\ -O 7 ?L14 C.A. 9L.o j 51 S 72000 WATER c9JR O1bL fervo TOTAL G -2( -?,1 .� 02 1417 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET NO. 14 '*-1 _a 3 L\ -O 7 `jxges 1 -----' j 51 S 72000 Li 6 c0 fervo G -2( -?,1 .� 02 1417 PRODUCERS: CONCRETE 57-0i1 t * it CEMENT AEA ADMIX. CA`C12 PLACEMENT AREA & NOTES /0 414. /4,1; 1 T ct PiJJ Ili / CU. YARDS PLACED 7 DESIGN STRENGTH ac�er, INSPECTOR wC COPIES TO: NIP/4 MI "1E M(- \ c1-7 h .11i:1'CI �../., TO• CASCADE TESTING LABORATORY. INC. TESTING 91 INSPECTION / ENGINg,lS.EOL-O01STS 12919 N.E. 126.6.4 PLA E ON 9l0 I� I , i , 1, . I1, ,. I KIRKLAND, WASHINGT34 ,rj , r i 1 +1' �2 6)623• EVERETT {111111' "" .._. 1 12061 k59.0 17 •`� . `P,0 cB1k f 14X0 7 1990 U 1.11"Y l I.: •j':iI`..;v11.. 1 ATTN: AS REQUESTED BY • THE FOLLOWING WAS NOTED: PREVIOUS (� gC c:2 2tj REPORT No. Q N2 54747 DATE 4/'o.213— CEFg. NO. PROJECT _ma�y.p I ��-I E / -; 4 eV Lt"-- LOCATION 5 4' X 3 5 50v +�E. n i A, g 1 vc/ . BLDG. PERMIT NO. 5V43 OWNER WE ER 41 PL- TEMP. AT AT AM PM ENGINEER ARCHITECT rik t_ I ZL _ r L, L., ? CONTRACTOR ,n s 1.4�II 4't b)'t s itz" 4-01'69e' 64 emu w 14-l.l Y /I \, c, , r l " F,I ,o�I _ "11/211 . � 1,50ick LJ4►'f.. - a, (0virc cl vvcv F rro t \rS duc_ . 'F" lot/ 11/,( I.6" 54,..4, 4 rOCJ 1 I J 1„ 1 •g 4 c ov..A Ino t x r t s S sc f AA Sol d 9 rro04- 'U ,r 0 , ,I 11 1D ',Fir) C.� I �l 5 1. .. r 1 "DI /v9 I ,167 ir M I rV f1•tr✓,r, (V1 oQT1A.. ►11111{ c A Oh S. TS Scirwlles `I 'ixLixfr Sa.".pl,FC abut. L • • 4 "c Ly „ 5 47) t,LF /1 SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: C \N X � 4N64- COPIES TO • � ME)r Mel ry, <.5R f t -ji [q FIELD REPORT SIGNED: CASCADE TESTINci.r LABORATORY, INC. TESTING & INSPECTION (..,ENGINEERS /GEOLOGISTS ^— KIRKLAND, WASFMVGTON O" " [ I k ri 11 r dd1 3' 12019 N.E. 126TH PLACE 1 13 ! i i. 1 '1' EVERETT " • (206l 290. 0617 MAY 0 7 1990 TO' J�\L 4. S u `I v j Y c `i ► : t ( , CPI i) - ra0 DPTj. .. w . cg-vs-3 ATTN• THE FOLLOWING WAS NOTED: 0 9--Wk. C Nu s-1) d 'iN ,7 z_ FIELD TEST DATA SEE FIELD REPORT No. N2 59130 DATE 'y- ca2d -,0 CERT. NO. %i/ - 5 7 %AIR PROJECT ^41 YEILD 7,/ MR.MP. -F3eHE LO CATION &k15 SUu c4.rL r Idal. ).e` BLDG. PERMIT NO. 5463 1 k to y OWNER ii- 5' sij1 WER 14 -t.v%. TOTAL tJ TEMP. AT AT AM PM ENGENGI_13.U4.4.0 ARCHITECT J h ► 48 a - 1 - \0. I I I C1 L 0.r CONTRACTOR rn•53. TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR MR.MP. -F3eHE AIR /6.30 5i,rie- - ).e` .-- 1 k to y 5 V ii- 5' sij1 TOTAL tJ ► 48 a - 1 (:).15-- COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /Sic C{,,...1 L"""t SET N0. S4""D FA. �y sh UU c.ILS 1 ).e` '/z sk q coo 1 Z 7c7 WATER ii- 5' sij1 TOTAL tJ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. l/-1-76 `!-,,w q 1 any q coo 1 Z 7c7 1 ar7c1 .61,79 ► 48 a - 1 (:).15-- PRODUCERS: CONCRETE CEMENT CU. YARDS PLACED AEA ADMIX. CAC12 L % PLACEMENT AREA & NOTES /r IM Uf.i� 4.1A St36 DESIGN STRENGTH /443 COPIES TO: i X M e l M AIR „S i INSPECTOR: 1L CASCADE TESTI IG l Ap ,9RA' �seA 0�. TESTING & INSPECT, N / ENGIN ER G bI T 12919 N.E. 1267.. PLACE KIRKLAND. WASHINGTON 90034 MAY U ' 23 EVERETT 3,\v\ �/�E car I t�r:dvlTO' 1' ► 1 a V` �C . . PLANi\liNG DEPT. 9-0 C\46'( A MC/ 017 ATTN. AS REQUESTED BY THE FOLLOWING WAS NOTED: PREVIOUS REPORT No. 7/(e0 N9 54750 DATE 0471 -e2 5 - 90 CERT. NO. (7oi -32 PROJECT S. t t= t , Zla;04- C(...t f '41..,- LOCATION BLDG. PERMIT NO. BWs 3 OWNER WEATHER C.-RA-4 TEMP. AT AM AT PM ENGINEER \ Z ur Ass) 3. is ARCHITECT V A G. CONTRA OR IM,,I . ¶) aV ( , •' V a. 7.1 3S c-L c. c &ci AL) Li c v•-• Z t `< \na k cl k '^ i AE) Lk- V\ irov, I� ckoc L� h VV . � .0".^C �i�hlA�Gll� r r SEE TEST REPORT NO. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: p, �`YP. Mj,p MG Ai l3 1NSPECTOR,..,� ,. LQ MLLoe_A_Ap-P FIELD REPORT SIGNED. REMARKS: d Pi' G1a4k' u V1-4 #1=6 lbw. E.�c,v taw \ `0 L Ip u'- t.••• 01cl.c. f. take% vwc" ck mo- k l y l -L - 2-3), w \ At.c..k. Dl f..WLCti� 04 IRJ J, lY C �f /'%-S HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE � (� APPROVED BY �.� '`YJlThN- INSPECTO RS COPIES TO: al 6F- m& - N6_5 FIELD REPORT uic 60 ~ ^�'7 SIGNED: 6.&igagli, T ` . CASCADE TESTA TESTING & INSPECTION uau N.0 fas,.. aLACE N KI RKLAND, N4►6MGTON LABORATORY, INC. _NGINEERS /GEOLOGISTS 000346 1200 423 -0000 ��_� 1200128 .osI7 PREVIOUS N Q C Q Q REPORT No. J Q o 2 6 `, DATE CERT. NO. /1101 —S 7 TO. [VLN[TT 11 3- tflC� I DJ r' ;j t' I Vi 01 APR 27 1990 PROJECT LOCATION Sa ci,„i. W/4 BLDG. PERMIT NO. . OWNER _� Pa. 730x M �r ' ^1I'',, `1.11:' WEATHER TEMP. AT AT AM PM (< /`r ENGINEER ATTN• 1 ARCHITECT inr GA4 - ( 6 ifill 2...- CONTRAC OR (1/ • 6 • (2) INSPECTION _RE -- PERFORMED RESTEEUCONCRETE RESTEEUMASONRY OTHER — RESTEEL ONLY _ STR.ST /WELDING — STR,ST /BOLTING (3) ITEMS INSPECTED — FOOTINGS — AUGER CAST PILES — DRILLED PIERS SLAB COLUMNS WALLS BEAMS — l41 LOCATION (AREAS) -Lin �EV w.. r`n�srinr� Wc.I1$ A-A 51T-t or. „D,r �" Eel b 1 I\A.c.s 1j02:' 1 ,11 7 r7! CONCRETE/MASONRY SUPPLIER SLUMP AIR CONTENT MIX M. \K,Cb NO. ' 1 V oft- - DESIGN STRENGTH (f'c) au 0 0+N. S 14- TOTAL CU. YD. PLACED (INCHES) ( C r F IC /-- �l l SPECIMENS CAST 3 l AX -1 / %) SEE CYLINDER REPORT NO.. 5`I 13 0 YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO,. REMARKS: d Pi' G1a4k' u V1-4 #1=6 lbw. E.�c,v taw \ `0 L Ip u'- t.••• 01cl.c. f. take% vwc" ck mo- k l y l -L - 2-3), w \ At.c..k. Dl f..WLCti� 04 IRJ J, lY C �f /'%-S HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE � (� APPROVED BY �.� '`YJlThN- INSPECTO RS COPIES TO: al 6F- m& - N6_5 FIELD REPORT uic 60 ~ ^�'7 SIGNED: 6.&igagli, CASCADE TESTIII - LABORATORY. INC. TESTING & INSPECTIO1IlI .. NGINEERS /GEOLOGISTS vL PREVIOUS REPORT No. NS 58396 _Zl KMTKLAf•O. QTON 900.94 1206162311111100 DATE -^ j e ? e) CERT. NO. � � 9- 0 j ) E V ERETT 12061 266.0617 /f PROJECT ,,C 5./" le _ ___ _ f ;i -..: [7: ,. rr�� n APR 27 1990 TO. / ' l v CD%%S /./r o cr /0 , ----.- LOCATION 5c' )74 8 /Uc� BLDG PERMIT NO. a..e G3 OWNER ' P P . g D X / Q 4 l 7 I __:.... :_._. .. , ...__... : ` I R WEEJATH g Y r C / % i . , „ , TEMP, AT AM L G v AT 2.3 M %l D p� Q L K f r ` 1 a- M,^ !/1%a 7 G' (PS '7 ENGINEER , /3-€:,/� / ATTN: ARC IH TECr fiI G !- CONTRACTOR jv( 6 (2) INSPECTION PERFORMED _ RESTEEL/CONCRETE — RESTEEL ONLY A'RESTEELIMASONRY , STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS — WALLS — BEAMS — -- (4) (AREAS) C” —r !D e -) i --- 7 �� / - 71 - !' 7 "O i —I _ , 7; 1 ' 1/1 14 .- tilt" CONCRETE/MASONRY MIX NO. 7 5.. /<- DESIGN STRENGTH (1 c) SUPPLIER d f7• 41/ TOTAL CU. YD. PLACED 7 4=5 �✓ j !/ SLUMP (INCHES) /- ` v / b PP -. sr+7 m(2.)(9) SPECIMENS CAST 3 [5L.(R 4----- AIR CONTENT ( %) _ SEE CYLINDER REPORT NO. NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. __YES _ ` REMARKS: / OCK ty"l %!Zr c.7 LL,f z2 it" 3 l!9/ 0[,7L %1'04,71. ;";‘,/< s & )e4 inn) -4r 94 8) 07 raL, / CA zee- rep, >- r go /�t cc��n .�.cf -r�� ,.u; /airs HOURS ON PROJECT. TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: 17)6C -4113 F' /%i 'I 'A)8-,.sr- Jit ce INSPECTOR: \/ e /10i FIELD REPO SIGNED: CASCADE TESTI TESTING & INSPECTIO 12919 N.E. 126TH PLACE K IRKLAND, WASN1NGTON EVERETT A ORATQ C. Grtt kpO'LIC tiop tb ISTS • APR 2 E1 TO: rr)S e a. ?)`4 i•, nk IA r..0.3 Lic . I 30Y) ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA f7 SEE FIELD REPORT No N2 59334 DATE CERT. NO. PROJECT ST rAr ".-\ C 1A M 6 rya I/— LOCATION 4 Y', - 3 d d W' & 4 - ,3/I✓c', BLDG. PERMIT NO. OWNER WE HER / �j iV TEMP. AT AM AT PM EN�INEER/..50 C JU A.J /V / ARCHITECT /LAC.. A CONTRACTOR �„� TRUCK SAMPLED r— TRUCK TICKET DATE MADE DESIGN WEIGHTS No. w TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 1,(.Z ' 5 +.c CAA /, 5AeV ZD WATER t 5-// TOTAL 113 7 S_// t COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT / j STRENGTH PSI SET NO, FA. /2 r% r.^�+` ? C.A. ;, O 3h CAA /, 5AeV ZD WATER 1136 5-// TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, l 135 C-f q 3 r ■ q -2 o ? 2.\,(t4 .a L/ VC) 1 Sec 1136 5-// 2. 113 7 S_// t PRODUCERS: CONCRETE 3? 1 �A C' CEMENT CU. YARDS PLACED Aj /A AEA ADMIX CAC12 % DESIGN S6440 RENGTH PLACEMENT AREA & NOTES M%� "� �A .� V' 21�%tin flits C l.Ja ."(e ?er4 e_eue o .r 2'"` Plod r- Deck ;e� R A; "i L Ai n4 Dom. c 1 _ INSPECTOR: � V " 'v COPIES TOI er -�GS - P 6-sr- T ocl.o SIGNED \ L CASCADE TESTII LABORATORY. INC. ±` TESTING d INSPECTION i ENGINEERS /GEOLOGISTS PREVIOUS N O 5881.2 REPORT No 12019 N.C. 1II6ym PLACE KIRKLA D, WASHINGTON 111803R r------- 1/2061 a.�1 CERT. NO. /� �{ EVERETT ( 1, i � �oo - 1 44,44Sr/ f; 1 -p,4Tf n �..; - APR 2 3 1990 � :a PRO 7-A'lL' ECT Cgrr. ('A: A". e-`1.-jAr- C 6) 4TION 35- Sovt�• (e•, 4 +f iS/vol . To. in an 5 7"(/`vG�i C� }-_.;. I Y–r._.._. BLD3. PERMIT NO. , OWNER /� 2 V 0 • LU q X LI ATHHER 'KA7A i TEMP. AT AM AT PM •, iNklP,AID l-.JG_ t �o �3 ENGINEER rtie 1s o.i , ATTN• ARCHITECT Q ` L ` ' ONTRACTOR CONTRACTOR % . (/ 3 .t).'1<7-- (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY X RESTEEUMASONRY _ STR.ST /WELDING OTHER -- STR.ST /BOLTING (3) ITEMS INSPECTED FOOTINGS _ SLAB _ — AUGER CAST PILES _ COLUMNS — DRILLED PIERS X WALLS — BEAMS — - ( L O • CATION (AREAS) •` / "S T 1. ' r C/l4. LJc, k 1 5 0, a /c C i}.4 i cagy-,-) -rt. C'.s+ -6in 4.# 7 c.,.& ( 7ts &.t ( CRETE/MASONRY MIX NO. w �-] �(+� �� DESIGN STRENGTH (f'c) 1 a 0 TOTAL CU. YD. PLACED NV^ SUPPL ER SPECIMENS CAST, e' a XC.( SLUMP (INCHES) eP/Aloa:r: SEE CYLINDER REPORT NO. -S-5. 33 AIR CONTENT ( %) NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. ,YES REMARKS: Pk; rlfi ∎INC : / ;c75 c4 Lis-'o4 A c. I. s -tk +L Aferzltie )Inac,/ ?3Joc k P4 ecAie,^ 6 '..� X/vcf,� R Ai tiJ (_j , ,Uc\ De -4 M.t .1- ... L 'TZ HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY alk INSPECTOR: ill COPIES TO: �:..mc�F - �i�F -T1/4_3►-15) FIELD REPOR 41 "Y SI[;NFr• , / /`� T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS / G�QL061STS— 12919 N.E. 126m PLACE ii C. I I31I KIiKLAN D, WASHINGTON beO31S � 1 1 t' I�� r' 23• EVERETT 4 (.3.2 TO `11/3 ,t2 xSys , / , , 4 - 1 2 , 9 1 6 / IP /4 94 )3 /7 APR 51990 G;. Y OE- , I ;.�,r'ILA ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N2 58179 DATE CERT. NO. SLUMP PROJECT .5-774r-- ,404,,1/1 UNIT WEIGHT LOCATION L g 3 S seat -hiec r- -..174 ✓ p ■ TEMP. BLDG. PERMIT NO. 11°s"WiG3 OWNER 3rs— WEATHER / TEMP. AT v AT AM PM ENGINEER /1.--/e f' r— /%eLJUIEr., G' S 39g10 ARCHITECT i g WATER CONTRACTOR »g 2' J <7 TRUCK SAMPLED (70g /71 /aC TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR ■ TEMP. CONC AIR 3rs— W()AKpd,[ty % C.A. 39g10 ?l .30 WATER oi 2 33 4/..._ -- TOTAL y2o ya lv S , 1 2 + ) �- �. �-g I /Z 7So 1 a 6 9 v COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD STRENGTH PSI SET NO. FA. 3rs— 3- IZ • % C.A. 39g10 ?l .30 WATER oi 2 33 4/..._ -- TOTAL y2o ya CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 0123 Z 3rs— 3- IZ • % 264+4- 39g10 ?l .30 oi 2 33 4/..._ -- z8 y2o ya lv S , 1 2 + ) �- �. �-g I /Z 7So 1 a 6 9 v PRODUCERS: AEA, PLACEMENT AREA & NOTES CONCRETE`' /AF /NUN FI /2-ou 1°04) 51e //04- 41 /jf / CEMENT ADMIX. CAC12 &J A.016--72 k& .ItJ = /3,LpC? CU. YARDS PLACED DESIGN STRENGTH INSPECTOR: COPIES TO: Moe.- la SIGNED; SEE FIELD CASCADE TESTING LABORATORY. INC. REPORT No TESTING & INSPECTION / ENGNEERS / GFQ;.GiS- rr ATE KIRKLAND. 1NAbFQNOTON 9e34 ) i Lt . - 0 11911111 N.E. aem PLACE EVERETT t-° °�- °° '(2oeI ae11•oe1� ROJECT SrAT Age N9 58209 CERT. NO. 9oi-s� Cv7 nn TO• r1( S £ Qn 57I ) c O c� . 2)(X Y-1 9 Rr�ol n�n.z di jC 9 c73 APR 5 1990 C;IY L��' 1'l iKvdiL.A PLANNING DEPT. ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA OCATION 0 Y S So 1-1,I c cir-li 11.)lLa■ BOG. PERMIT NO. OWNER WE THER TEMP. AT AM ��1 C`� AT PM ENGINEER ARCHITECT CONTRACTOR / Vr 11 ) Con5iw TRUCK SAMPLED �1 TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR I• o x-11 1 C.A. 1 %a D _ 2C10 WATER °I ZD?1 , 'S -30 TOTAL. No no 91f6 of z°c% - - 3 - 3� 2-7 13 52Co 9 Igo _ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 147 U STRENGTH PSI • SET No. FA. 1 (I 30 3 —°t 1 C.A. 1 %a D , 7L/200 2C10 WATER °I ZD?1 , 'S -30 TOTAL. No no CYLINDER NUMBER DATE MADE DATE TESTED I AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI • SET No. 1201 -2 3 —°t 1 62142 1 , 7L/200 2C10 °I ZD?1 , 'S -30 25 No no 91f6 of z°c% - - 3 - 3� 2-7 13 52Co 9 Igo _ PRODUCERS CONCRETE AEA ADMIX PLACEMENT AREA & NOTES ZOAL ■(.j :/ (3 CEMENT z: as. CU. YARDS PLACED CAC12 pkc.9 by Chu-lc Co 'GC q /Q'--•( DESIGN STRENGTH 3000 COPIES TOL 60_ - I,k(� Taktli 16 5- J 4 -t INSPECTOR:, e TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 12671. PLACE KIRKLAND, WASHINGTON 98034 EVERETT acitis (206)823.9800 (2061 269.0817 Po. Pa x 8419 ATTN. / \ THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 11'2 54801 REPORT No. DATE 6? --/?+ ^/ /J(v) CERT. O/ _57 9V SLUMP P ROJEE T _ 3-517- UNIT WEIGHT LOCATION ‘8�35 Joaizt oreR R /vro CEMENT FACTOR BLDG. PERMIT NO. '574..3 OWNER AIR WEATHER �1^ Q OveteCf1ST TEMP AT AT AM PM ENGI, R 1 /26 ARCHITECT / Cebi .l- c 4qN Z. RECEIVED 3140 CONTRACTOR CITY OF TDKW) M ,B . CONs? APR 1 R *flan TRUCK SAMPLED /32, TRUCK TICKET No. /4n65/11/ TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR jAA. y// 7 3.A. /26 Myo 3140 WATER 339/1/s 3-,iz TOTAL (56V0 5sso R y7 31a ;9 , (s/ 7 7 C 5370 COMPRESSIVE STRENGTH BATCH DATA FOBEtigfrypIRR % MOIST ADJUSTED WEIGHTS AGE DAYS DESIGN WEIGHTS CEMENT L� / /L' STRENGTH PSI SET N0. 53 SAilb /ySiO# ai9 7 3.A. /26 Myo 3140 WATER 339/1/s 3-,iz TOTAL (56V0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. P) VS 2- /2s0 ai9 7 4:4)(4. Myo 3140 -0 1 c)`/C• 3-,iz X SP (56V0 5sso R y7 31a ;9 , (s/ 7 7 C 5370 PRODUCERS: AEA PLACEMENT AREA & NOTES CONCRETE AJ S SIIA/0 g G 4VGL CEMENT N515AC. ADMIX. CU. YARDS PLACED 32 CAC1 % DESIGN STRENGTH 300b Ps,z. SEE ris,L D iRapoicr 1 £b6 aO 1 7 INSPECTOR: COPIES TO: 1"11�1� M.� - -ru w,la ` Z L3 4 -5 �s TO: f CASCADE TESTING LABORATORY JNCr- TESTING & INSPECTION TENGINEERS /GEOLOGISTS KIRKLAND, WASHINGTON + M2O d23•100OO 12910 N.E. 126n4 PLACE EVERETT kAPR rent .B . (I?A1S T �MT; Po. Pax gz19... KtRKL�HNV !/dA. 980$3 (Q?y?) ATTN• / \ THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N 2 54801 DATE — .8 — ^/ / (��/) CERT. ,a/ -57 SLUMP PROD T c_ UNIT WEIGHT LOCATION to ,335 Jvv e .vreA i& /tp CEMENT FACTOR BLDG. PERMIT NO. OWNER AIR WEATHER o`G4 C4.5 TEMP. AT AT AM PM ENGI� FjR i J�OS / ii. c.) 4 - S Z Vg IO ARCHI ECT iC3464EL 614q,v CONTRACTOR M ,,,3 . CONST 339° TRUCK SAMPLED / .32, TRUCK TICKET No. /412#661 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 'AM. Li A/ 7 y /?;6$ Vg IO ..?/(40 WATER 339° 1 ,)z TOTAL 1S6g30 (5177° 55.50 5370 Z,/V7 / 31a XS' COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT te O ii7 STRENGTH PSI SET N0. $9 /s 1-/2 sa a j 9 7 3fIC.A. /?;6$ Vg IO ..?/(40 WATER 339° 1 ,)z TOTAL 1S6g30 (5177° CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT _ TOTAL LOAD STRENGTH PSI SET N0. $9 /s 1-/2 sa a j 9 7 e xIx Vg IO ..?/(40 P V 4 ' 1 ,)z A.7 1S6g30 (5177° 55.50 5370 Z,/V7 / 31a XS' PRODUCERS: CONCRETE AEA PLACEMENT AREA i NOTES / /ar-s S' r•o g OmvEt CEMENT ADMIX. CAC12 SEE F &Li lREpoT r 1 Sb 6 Q 0 CU. YARDS PLACED 32 DESIGN STRENGTH 3000 PS' r. INSPECTOR: COPIES TO: MO_,' M.00 - 0-13 4-5 SIGNED: .111- IT* SEE FIELD 6";0 4..26 6 CASCADE TESTING LABORATORY, INC, REPORTNo TESTING & INSPECTION / E,NGINEERS / GE 12910 N.E. 126T.. PLACE KIRKLAND, WASHINGTON EVERETT TD: M, 18, C v SST R u ..-r i P c . (cvc T44 I L R k LAAta WA g os,3 <<I4l 1 1- • (2O6I 269.0017' I MAR 29 1990 ATTN. Ar- Ixt q THE FOLLOWING WAS NOTE FIELD TEST DATA N2 58001 ZiATE kW" 3/ /55 - /qc CERT. NO.. c go/ + .5 - 7 PROJECT 5TATE rii RA.1 CLAIM GE/1JTER LiDCATION 6s35-- is ua 14 1'_6-iV7-Efi •52.1../V e•DG. PERMIT NO. OWNER 'STJITE' ,,',4R.t -/ CEMENT FACTOR WEATHER Gie:c p 4 � TEMP. AT W 6.-Se AT AT ' /S-'. PM ENGINE NEL *ON/ £ iRiAc-ES ARCHITECT _Mr,a CONTRACTOR ILI ri (_-A)..-s-r. R r c-r In k TRUCK SAMPLED /35- TRUCK TICKET No. / 3 () 7 V/ TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP, CONC AIR 0 15. 4 " '7 PrA C.A. / e‘D , 2000n 5S 55v , N -12 TOTAL 01 733 edt y H2 2g if COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 15a STRENGTH PSI SET No. FA. 06o 3 -22 '7 PrA C.A. / e‘D , 2000n 42-50 WATER , N -12 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 9731 3 /is' 3 -22 '7 4X12 , 2000n 42-50 1. X17 3 2 N -12 as 01 733 edt y H2 2g if PRODUCERS: CONCRETE M1LES .5./tap # &RAUEC. COCEMENT CU. YARDS PLACED AEA �B • lD �ui(.fG1C� 1f ADMIX e CAC12 1 % DESIGN STRENGTH 4000 PLACEMENT AREA & NOTES Placed" 7w St QV1 yCa.�� I] A0...X.E-K VIA.. 2 ,�. C� 4 took, - 1 c% COPIES TO: 14.1 e CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /PBNGt41EE5/GEOLOGISTS 12910 N.E. 126 ?. PLACE KIRKLAPD, WAS1-11JGTON EVERETT -� l3s ro 17 »... .. • 12061 3 ;'O, Q [MAR 2 9 1990 1' l Y c1t T'f5. ✓vlLr� ok $r L� PLANNING DEPT r Loa,. `ik') ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA fit/A. 0 SEE FIELD S 7 3 % REPORT No C 1 Co N2 55151 DATE 3 - 470 PROJECT CERT. NO. S wl 90/-5- 9 LOCATION IQ t3 5 So-itc BLDG. PERMIT NO. 5�3 OWNER WEATHER 'P*464_ 4 Lto ENGINEER RE` So ARCHITECT V�LIC►�4 CONTRACTOR On. • . TEMP L AT 7.. yo Y( AT PM �l rls f ,C' C' "\_ TRUCK SAMPLED /yv TRUCK TICKET No. l 30 J 9 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR : Y6 `/Z - _ - 5`12, 3720' ya2 3 3,0 y -`( TOTAL 615-v7 _ Li-q .„...s-- _. COMPRESSIVE STRENGTH Alb BATCH DATA FOR 1 CU. YARD . DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT sf / 1 SET NO, SAwb FA. /L/ ? -// 1 7/8' 11Go 105/ 0 N.- 3720' WATER 3 3,0 y -`( TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS N. SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 9Sy S .3-t- ? -// 1 Loci z. 105/ 0 N.- 3720' 156 y -`( - 615-v7 _ Li-q .„...s-- _. _ _ , . PRODUCERS: CONCRETE V r ` l 1 5- s AEA PLACEMENT AREA & ADMIX. CEMENT / p CAC12 NOTES 1�6 /!) "f'-o F �0/ Y►1LCr1Jf- CU. YARDS PLACED DESIGN STRENGTH ysif //poi 60 J 21OCC) A pa-r c.. '4-b Dc a COPIES TO: ne, 3-1-1 pc( INSPECTOR: c CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1287+ PLACE KIRKLAND, WASHINGTON 98034 EVERETT 12081823.9800 (2081 259.0817 TO: MQ CON)ST RuC_-r 100 Pr), lox 34q 1AAR 29 1990 R EO m0 IQ l7 , L 4 967o 3 CITY Of. -C!J<<vviLA PLANNING OE.- T. ATTN• THE FOLLOWING WAS NO FIELD TEST DATA ri SEE FIELD 15 V 6 L5- REPORT No �7 N2 55902 DATE 7-u- .740/Qcc CERT. NO. q0/- 6-7 PROJECT /f T4 A-iiR. ., r, 4/pi C TR LO ATION 6 3 5' 5 LI J �4f I&- A/4..Z BL . PERMIT NO. ks •. OWNER sz<f / %-4.y/ WE THER Ce.sT L TEMP. AT AM �, 0 4S AT /:lr tErP ENGINEER Ak. /SO.ti /&,. r CX0 G ARCHITECT MGA CONTRACTOR 1.g fro &MT 'Rl ACT 1OK) TRUCK SAMPLED 1314 TRUCK TICKET No. ( agq j 0 TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP, CONC AIR .•75- s'' C.A. I fl2 'gil 7°C SO' ire 334 / 3 610 TOTAL 12' i q 0) V yoo 8s� av 2g 5 121.20 Li PO S COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT y7Q STRENGTH P51 SET No. FA. ,/ 41 ro 02 027 C.A. I fl2 'gil 7°C M) WATER 334 / 3 610 TOTAL 12' i q 0) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET No. ,.5-'k 7 2/20 02 027 ex 'gil 7°C M) d .-,51- 8 3 610 2g 12' i q 0) V yoo 8s� av 2g 5 121.20 Li PO S PRODUCERS: CONCRETE PIl L 1.5".5 AEA ... ADMIX. PLACEMENT AREA & NOTES PiCtLe 1� CEMENT ;544r.cliS r(Q CAC12 % CU. YARDS PLACED /0 DESIGN STRENGTH /A It >�.Ll2UcW . p �+ LA?G� Its - Zs e• COPIES TO LOW- 1` A r L 014 - 1-1 3--740 INSPECTOR: ern w,c n. L5- I I I 10 TO: SEE FIELD N2 5580 CASCADE TESTINGrtfk861�A'tngY INC EPORTNo 7, TESTING & INSPECTION E RS / . GE LLrO GI S T I 12919 N.E. 126rr PLACE j.jI ` tin 1 f� I ,ll l P 1 t' KIRKLAND, WASHINGTON 3A M (2061523• EVERETT on. \ S. .e.).-‘57-_ MAR (M211111 CITY Or TUK Yft.A �• � . &>,7\ I L( `l.__..__�.� - -�. K: Pk1A,,u0, ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA ATE 2- /5�-�d CERT. NO. 'cl-s-1 SLUMP ROJECT 5T76177 k "PA ►-.1-- UNIT WEIGHT YEILD _OCATION ( 73S LsoL.,- N- .c.2rri-k ' 6 /Lro4 , JiLDG. PERMIT NO. 3 3 OWNER /GI O 2( 2 -22 WEATHER � L/v-r C /.S7- TEMP. L " AT, AT AM PM ENGINEER O U 6 - - - c - WATER 3 3 Girt_ RCHITECT Cr(ArNZ 3 -15 TOTAL CONTRACTOR .5, Ln---ST. _ TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR /GI O 2( 2 -22 C.A. Q 1 U )._0 8'28yo .29,'b WATER 3 3 Girt_ - 3 -15 TOTAL ) I 5.5-40o Ssoo 8`101 3 -15 g.7 156 o.. 55 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT X70 4 SET NO. FA. /GI O 2( 2 -22 C.A. Q 1 U )._0 8'28yo .29,'b WATER 3 3 Girt_ - 3 -15 TOTAL ) I 5.5-40o CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 5391 2 -I -- s 2 -22 ( G Xe . 8'28yo .29,'b rloo 3 -15 a5' ) I 5.5-40o Ssoo 8`101 3 -15 g.7 156 o.. 55 PRODUCERS: CONCRETE P'' . 4'0 AEA ADMIX. JI,-, n CAC12 J PLACEMENT AREA & NOTES C �<< /1C-7"-c Y �A Lam' CEMENT CiaLt . CU. YARDS PLACED 2 S DESIGN STRENGTH ?CO �Csd/,dcJ d COPIES TO: MVP � ' 1 ����111Q 7-73 3-2-7 INSPECTOR: fir, --.� CASCADE TESTA LABORATORY. INC. TESTING & INSPECTIO .NGINEERS /GEOLOGISTS PREVIOUS REPORT No. /v.3---/ N9 56426 1_1e M K""«"^a ` • - DATE 1 CERT. NO. CV[NETT I I ' '' ' 1211 1 1 ade•Oe ri - [PAR 27 1990 1 CITY (A- f'C:i.vVILA PLANNING DFf'T, TO: ILI, C 3 , C.c) MST RU.CT 1 C 1 w -` - PROJECT sTT i ,-NRM CLAIM C EpJTR F GOWNERex a3 LtO LOC TION CA,11F/ �ERMIT BLD NO. 5N63 ST,ITti cdeIR44 P ii, QO g4 g WEATHER cCi' //� Ciocd / TEMP. AT ' se AT 'j: /6 PM k 1 R k LAMID MA 4$OX3 , ENGINE NE ATTN: 1 ARCHITECT M GA CONTRACTOR M Q GG1�1S1 RU. ►� 1`i (2) INSPECTION PERFORMED ,.X RESTEEL/CONCRETE _ RESTEEL ONLY _ RESTEEL/MASONRY _ STR.STIWELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED _ FOOTINGS AUGER CAST PILES — DRILLED PIERS � SLAB _ COLUMNS — WALLS BEAMS --- — — LOCATION (AREAS) PIQCeA t"n ALL VI A..- GjGrOo. 6:1t[Gln 114NO 2_ 4 4 4'r0.n.,_ t 1:04 +0 F * leii..tc.vi .2 t-e-, 41 raw. 1 i„ c. G -t n V. CONCRETEIMASONRY MIX NO. 39 DESIGN STRENGTH (Pc) 4t7DQ... SUPPLIER lei l L EX .SAMCI A 6 RAU ( L CC. • TOTAL CU. YD. PLACED q 7 SLUMP (INCHES) 4 SPECIMENS CAST ' - g 11s AIR CONTENT ( %) •"—' SEE CYLINDER REPORT NO. s'''fft on 1 YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS: �bv�S�l��a1 it A HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: P„1 G� �)Jk 3 rte 1'RE054*4--RT - INSPECTOR: FIELD SIGNED' CASCADE TESTA( LABORATORY. INC. TESTING & INSPECTIO d.NGINEERS /GEOL.OGISTS PREVIOUS REPORT No. NI 56737 IM I i Wit..At wi►swircTOlr - ----. -• - __.1 I, a ssa o t DATE DATE - CERT. TO: CE VRETT I;: 1 S i E a =4E�O17 ' . 1 , MAR 19 1990 ))/1„, Cri (), -I;_i'.s�.�r1 �'I -4\ tiv NC C) r.•.,,,,,..._J 1 (1 • t.) . C00. S-TV Lc1 Uv■ _ PROJECT S i N-i L F 02 LOCATION II /15435 ,,Xjv Cs-n -L.- "P \VJ . BLDG. PERMIT NO. *_iaa(�a! r.zt _. OWNER c.o . �&) k' u L9 WEATHER ^A.: t C10u 4-61 TEMP. AT AT AM PM K l (' ek- h Cf U\ A' 4 °R-3 ENGINEER I `s O v I 2U U rA G C. cS ATTN. t ARCHITECT , CJA C_ 1 G t4 h Z CONTRACTOR (fl ■ 3 • Co v. 4ru c-i-1 c) (2) INSPECTION PERFORMED = RESTEEUCONCRETE .._ RESTEEL ONLY _ RESTEEUMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED FOOTINGS _ AUGER CAST PILES — DRILLED PIERS / . SLAB _ COLUMNS — WALLS — BEAMS -- -- (4) / LOCATION (AREAS) S/ Q IC //I re r .1l t 0 1 E).4 b i a % R 77 on U A S r•AF R i '' 11 rf N N i1 n G. G1 1'F A • C0 NCRETEJMASON,R��YYy MIX NO. O In DESIGN STRENGTH (Yc) '47/ 000 SUPPLIER ///1/4 S TOTALCU. YD. PLACED 1 SLUMP (INCHES) 4/ / /2- SPECIMENS CAST 30.1' t /2- AIR CONTENT ( %) ____• SEE CYLINDER REPORT NO. S S l S i YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ ! REMARKS: A-A \ 5 t1 rrt. htc..„S �\ �� ( _ \ct, i. Q S ��/ p • 60Grch s/he..cl1 / L) s J 64 -0ip /c- 46, c V 4 uA." ) 7, A O* G/,„,,. r /,p icc 11-0 / h CUr t w4 r n t41 cc i� 5 HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: MLC• MG l L i k 1(.)i In 3-) INSPECTOR LQ X �9 FIELD REPORT SIGNED: T f CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1 '"�" , KIRKLAND, WA81-11/rTpN ieBQ3i1i ' (20 823.90OO EVERETT j �.. ' ' �I �_ �I (206 230.0017 TD //o x Sys MAR 27 1990 I ti L11 , /t,477»1 i h .L f 1014] 9c4r9) � ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N2 58179 DATE 3 -s s0 CERT. NO. yai -s-7 PROJECT LOCATION 4 8 3 5 see)/7/--c?"--A.».---n- J4::1 d 0 BLDG. PERMIT NO. .s''25' G 3 OWNER WEATHER et U fJ/l TEMP. AT AM 8 C AT JZ. /$� PM ENGINEER /U.6:7.... 50PJ /% !U/?.J'G' S ARCHITECT CONTRACTOR me <7 TRUCK SAMPLED C/z/S /%) /.IC TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEIL() CEMENT FACTOR TEMP. CONC AIR 3r W o Apr ,p/3Av C.A. 3.2980 �?1.3-s- WATER ' 2 33 el. TOTAL 123`i J ) =2' 2. 7.8 I COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT TOTAL LOAD STRENGTH PSI SET N0. FA. 3r 3- i't C.A. 3.2980 �?1.3-s- WATER ' 2 33 el. TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. cj 2 3 Z 3r 3- i't 2,42...* z....* 6A^ 17 3.2980 �?1.3-s- ' 2 33 el. Z$ 123`i J ) =2' 2. 7.8 I PRODUCERS: AEA ADMIX. CACI2 % DESIGN STRENGTH PLACEMENT AREA & NOTES ei fe.)JW7' d'OJ ei km-It1 f' 6 �/ei4G,9 � /l)0") S/QI/Jk /Y/ /X CONCRETE`' /�� �V%J Fa7i/t�uS/ CEMENT CU. YARDS PLACED INSPECTOR: COPIES TO: MR.- Nli?T uI/ ILLI SIGNED: T. `1 ` CASCADE TESTI LABORATORY. INC. TESTING & INSPECTIO .ENGINEERS /GEOLJOGISTS PREVIOUS Q C /� C REPORT No. J G v 1]YtY N.C. 1II6T.. RACE K LAND. 'O^� °°�A �oqu7MOO DATE? v S fv _ CERT. NO. /ICJ /� 477 svcwe rr lion aac•os I! - PROJECT ..577-74-/w-,--4,12)-y7 LOCATION Gf$'3.5- , % , . 7 AV. uv TO. /17/3 ee).ti.Sr BLDG. PERMIT NO. ' LS -R63 OWNER ,7c. /30X 3Y5 WEATHER tityin TEMP. AT AM AT PM /7E- -7,t7le, 41 -�� S'f 7 3 ENGINEER' / R,.--z S'T / ..ter /,70' / ATTN. ARCHITECT "07 el ■ • CONTRACTOR /1' 13 C'd.aST INSPECTION PERFORMED — RESTEEUCONCRETE ` RESTEEL ONLY — RESTEEUMASONRY _ STR.STIWELDING -14- OTHER C'aLur11w/S STR.ST /BOLTING ITEMS INSPECTED — FOOTINGS ^ SLAB AUGER CAST PILES " OLUMNS — DRILLED PIERS — WALLS — () t,, -72 (40007, bLi7"i ;4 - BEAMS (4) , - _ _ i LOCATION (AREAS) A- //V& - a ciP r' .' c f'r, /;,,./b..-3,- (5) CONCRETE/MASONRY MIX NO. ',MI 44i, ra DESIGN STRENGTH (('c) SUPPLIER ,Vu/2. k TOTAL CU. YD. PLACED SLUMP (INCHES) Lun.I,rl14QL.d" J7 Ai p /-74•e, /c SPECIMENS CAST 3 ..2.X 2X 2- AIR CONTENT (' /o) SEE CYLINDER REPORT NO. , fag,- . 4. ' 79 YES _NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: Ai FIELD REPORT SIGNED: C) T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTIO ER5 /GEOLOGI5T5 • 12916 N.E. 1,267~ PLACE ' 6FN (, i MAR 27 1990 1 KIRKLAND, WANGT 9003 (,2„ 211 1 I EVERETT (206) 259.0017 TO O 3 £ can STAc' c ?) AL) i.lr1 zoki- v- )r.c), `i X73 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N2 58209 DATE CERT. NO. No. TIME SLUMP PROJECT STATE A P./\ UNIT WEIGHT CEMENT FACTOR TEMP. LOCATION (0 93 S Soo- P-1 c r,ri,Li l�lvvt : &o Li I/2_ BLDG. PE MIT //NC�O. • OWNER 7y200 r WATER WE TIER eG`%� TEMP. AT AT TOTAL AM PM ENGINEER ARCHITECT / ) - 3c) 2-7 CONTRACTOR ,, ry C_O/1 s i A TRUCK SAMPLED ...-A■1 TRUCK TICKET YEILD No. TIME SLUMP %AIR UNIT WEIGHT CEMENT FACTOR TEMP. CONC AIR : &o Li I/2_ C.A. ( %.2 U 7y200 26/v WATER 1 20?? 3-3d TOTAL r q ZOq / ) - 3c) 2-7 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L v 7 STRENGTH PSI SET No. FA. 1 Ll 80 3--mot 7 C.A. ( %.2 U 7y200 26/v WATER 1 20?? 3-3d TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. olio/ co/ `3- 3--mot 7 (0142_ 7y200 26/v 1 20?? 3-3d 2 q ZOq / ) - 3c) 2-7 — — PRODUCERS+ CONCRETE { ' ( i� CEMENT AEA, ADMIX CAC12 % ) ` PLACEMENT AREA & NOTES Z-LD^C -A��� pkc-9 by C�`� Cck'- .CeA F4 I� r CU. YARDS PLACED 1 DESIGN STRENGTH 3 o O CD COPIES TO ■ M6C INSPECTOR: SIGNED+ CASCADE TESTI . LABORATORY. INC. TESTING & INSPECTIO ENGINEERS /GEOLOGISTS PREVIOUS REPORT No NI 56337 I�11 ■11.1 KIRKLAPO w.wcTON 00034 MOAlu3.11MO DATE 3- - 7C7 CERT. NO. _ G%0 1 - 6`1 EVrwcYr 120e1 280.00 17 J � TO: (V\ P) C _ on i A L J c_i i 0 .1% PROJECT <TAT6 r:AA ivi LOCATION , (2 S 3 S- Stith. CQ'r1 z r ISA Jd BLDG. PERMIT NO. .. V AD..3 OWNER OD 3 6 A � c-/ WEATHER THER L. /4A (z, TEMP. AT AT AM PM C ni M n ,t) ip LA )C.(. J j [� or; ENGINEER ,.J I s L .A./ /6 6 u r-ci4 �j L 5 / ATTN• ARCHIT /ECT n 6 G� Lr / ) CONTRACTOR 1/1'\J; L "C (3) ITEMS INSPECTED _ FOOTINGS ` AUGER CAST PILES — DRILLED PIERS " __„ SLAB (2) INSPECTION PERFORMED .,Z RESTEEUCONCRETE — RESTEEL ONLY RESTEEUMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING , COLUMNS WALLS WALLS X BEAMS — — (LOCATION (AREAS) 6- re-1rC& I L e- A ; ,,....0_ S s, oil E. Z -ro C - an CONS CONCRETE/MASONRY MIX NO. if DESIGN STRENGTH (f'c) 3 O Q d SUPPLIER VY• , LL 7 TOTAL CU. YD. PLACED SLUMP (INCHES) `I I /L /1 SPECIMENS CAST r l� - 1 2 `fi AIR CONTENT ( %) SEE CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. — _ REMARKS: .j L n t U /C :1 `'� e._C !'U A /43c ✓2 L C :'C A -/O S R e -4vY3S c'- r -1 A. -.J c', p, /so L.) Q f /may .0 S. HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: tv\ 1LU I tG 3"1, Z INSPECTOR: { j7 Cie ,c A7)11 FIELD REPORT ,‘2ez SIGNED: • CASCADE TESTIS LABORATORY, INC. TESTING & INSPECT! r. / ENGINEERS /GEOLOGISTS PREVIOUS REPORT 6 REPORT No N2 56565 REMARKS: #fte16.1, dia. V.11)fiGe 41; r L`C t<�uc K g 6401e. lcarG1/2.4 COL/.."" r,ct4 i'n�. HOURS ON PROJECT TRAVEL TIME TRAVEL. MILEAGE APPROVED BY COPIES TO: rA3( t4l-i lu 1ili1(i 1H INSPECTOR: '; FIELD REPORT SIGNED' ZAZA.P17,71ZSOZIZTON 00034 (20e1023•1000 DATE 721- 2 /_, /q ) 7 CERT. NO. goi -5-7 TO: EVERETT (2061 2E01.0017 /t''%i C C/C1S% /'[1c%lC41 PROJECT 5-77' 7 0"A, -f c. c A hei CT4 LOCATION ..:51.3- .'$OUfa i (-nom. kr RAS'. BLDG. PERMIT NO. .. OWNER 010 ' ., Rc. I'cDx .g9 WE aenust TEMP. AT 4S ATi12rL AM /� RC ) , 1(%CJV 1, J4 7 e07.J ENGINEER I0f /Snrl / i3a«.� 42 4 ATTN. , Jr ARCHITECT Z! A`1 4 A CONTRACTOR M 8 CON s f/'ir 1 iii. j (2) INSPECTION PERFORMED . , RESTEEUCONCRETE _ RESTEEL ONLY _. RESTEEUMASONRY _ STR.ST /WELDING OTHER — STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _. AUGER CAST PILES — DRILLED PIERS — SLAB _ COLUMNS II WALLS — BEAMS — (LOCATION (AREAS) All AlAvG'h .- p/' t,' /I. CONCRETE/MASONRY MIX NO. ( qr DESIGN STRENGTH (Pc) 3000 SUPPLIER M I LE5 5A & L 4 6-Izd Ur L. CO, TOTAL CU. YD. PLACED I CI SLUMP (INCHES) SPECIMENS CAST ; - 6 x 12 S AIR CONTENT ( %) SEE CYLINDER REPORT NO. 40 2. jk, YES _NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: #fte16.1, dia. V.11)fiGe 41; r L`C t<�uc K g 6401e. lcarG1/2.4 COL/.."" r,ct4 i'n�. HOURS ON PROJECT TRAVEL TIME TRAVEL. MILEAGE APPROVED BY COPIES TO: rA3( t4l-i lu 1ili1(i 1H INSPECTOR: '; FIELD REPORT SIGNED' CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION/ENGINEERS /GEOLOGISTS 12919 N.E. 126*„ PLACE KIRKLAND, WASHINGTON 90034 EVERETT •�. TO. MC3 COI■ST R P QCx 2'4' Pen Molls ° , l,L)4 9807x : (2061023.9600 (2061 269.0617 _._ . ATTN. THE•FOLLOWING WAS NO FIELD TEST DATA SEE FIELD !6 J 65 REPORT No �7 N2 55902 DATE TU— .74GI /c?e, CERT. NO. q7 /— S'7 SLUMP PROJECT ,57 'fTt / %<lzr-/ C e 4/pi c rR. UNIT WEIGHT LOCATION 5g-, -5 --11 t2 G../.eZr R��...1 CEMENT FACTOR BLDG. PQERMrIT N O `�a OR ry'ror"' AIR WEATFRER /GL.sT TEMP /.' AT M SAO AT /:l3- AM ENGINEER Alelso.- Sour JAI c,s l T20 ARCHITECT Mc -A 50 CONTRACTOR 1'4 g rel 11/43 5T 'R l ACT 1 v NI 33 4 / TRUCK SAMPLED i 3 `1 TRUCK TICKET No. i o-Zgq ( O TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR .,2s- '' $ zg C.A. l T20 50 ‘ 0 y 33 4 / 2 R-,s'k 8 TOTAL COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT el 70* STRENGTH PSI ' SET N0. FA. / iao . 02 7 3 -a zg C.A. l T20 j761 70° WATER 33 4 / 2 R-,s'k 8 TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI ' SET N0. g-,54 7 2 /2o . 02 7 3 -a zg 6x 12 j761 70° ?170 2 R-,s'k 8 PRODUCERS: CONCRETE. ?Al L t S AEA ... ADMIX. CAC12 PLACEMENT AREA & NOTES PCL4 lea 14.1 CEMENT 75 4e.-I% -16 �!Q % CU. YARDS PLACED /0 DESIGN STRENGTH 7C) COPIES TO . _ I�11"T _� 1APL U4 1 -1 INSPECTOR : "!(dam — `••T te`■- SIGNED: Of CASCADE TESTII LABORATORY, INC. TESTING & INSPECTIO i ENGINEERS /GEOLOGISTS PREVIOUS REPORT No N.9 56516 1.1111 KIRKLMEa, wi►siorcrona 9 4 C20418234/000 DATE A"r S -T V CERT. NO. ":?01--s- EVERETT .- ..- 130A'IIISY•04s17 ,. FEB ;. `� 1 `4 `3 f ' i t ! TO r' 1 1.� e 5-7- og PROJECT STA?E r' --, LOCATION y r / .4 --�Cil v',Tcam- B(t!O _ BLDG. PERMIT NO. 51. C9.3 OWNER j� Q / ' !' c_.. g C X d `( 1 HER c o Qc-C i1--`JS TEMP. AT 3 2' AT AM PM ;I'‘ K I A/V P, L&ic. 9 0 33 ENGINEER 3 cry r^ 0n-, 5 G -� ATTN• , ARCHITECT L`1 R N Z. CONTRACTOR 0-1, 8, e. oY -L .S-r , (2) INSPECTION PERFORMED ,X. RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY ^ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES —• DRILLED PIERS _ SLAB _ COLUMNS — WALLS X BEAMS — — (LOCATION (AREAS) rf 6- S L : /V GA l TY� D. r O. r� 1 S I, 1 C , (5) CONCRETE/MASONRY MIX NO. ` J [] DESIGN STRENGTH (f c) L' t c, C) SUPPLIER m t LA--5. TOTAL CU. YD. PLACED 2. 5 SLUMP (INCHES) e.'I SPECIMENS CAST - G- ( 2 AIR CONTENT ( %) SEE CYLINDER REPORT NO. S S g70 i_• YES _NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS: G L ( 12e. ; %1'1"C1 r^ (' . /-S 1 /1J 14%-(/ k C a C 11-41'U /LI S Li m-5 tcsrl o1 S, -C HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: NO O fin. - Me, • f7 Mu 1'ik' L ) INSPECTOR: (�� �C/�- GtiY ✓L� FIELD REPORT gICINF11• CASCADE TESTI G L TESTING & INSPECTIO 12019 N.E. 1251.4 PLACE KIRKLAND, WASHINGTON EVERETT MAR 21m CITY OF TUKWILA ANNING DEPT. i7- ��NS�IZV,GTIpR.� P cam. Box 34/9 ATTN• THE FOLLOWING WAS NOTED• R g� FIELD TEST DATA SEE FIELD 5t 7 O REPORT No 7 O N2 55890 DATE TN- 2 / r/40 CERT. NO. 90/ - 5-7 PROJECT T7A/7-4- FAR/y c i ,,l /M Lcitn -ErZ LOCATION 413.5- Sa''7W c A.-711714-1? ,BGw). BLDG. PERMIT NO. 5-863 OWNER :TNT,- P'4 r/y WEATHER Die, GL4 •E. TEMP. AT AM '/C� z/7 AT /•I /a' ENGINEER gLS0A.i/ )R'punl7.41 6-ES dI dI HITECT /yGA CONTRACTOR MR GE9iLtS? ,47UE-T/oi✓ TRUCK SAMPLED 141 TRUCK TICKET No. 1 ag TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR j. /g 6" 7 C.A. / z 044 71 v 52 y% 33r 1 TOTAL v ' )3goSO (1880 Avg- '5 g 2 lc 5 /(1/790 Sold y COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. VARO DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L% 70 STRENGTH PSI SET N0. FA. / 41 1bh Is 7 C.A. / z 044 71 v 2g /0 WATER 33r 1 TOTAL v ' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. ego 2/cg Is 7 fix / z 71 v 2g /0 1 843g/ 3-S �Z ' )3goSO (1880 Avg- '5 g 2 lc 5 /(1/790 Sold y PRODUCERS: CONCRETE lir Ai /, /C� AEA CEMENT. e� ADMIX. CAC12 PLACEMENT AREA & NOTES P. fr 014 1i6 A A. D. P 3 CU. YARDS PLACED 3 Q DESIGN STRENGTH, 3ovo 241 F 4 60+I, _‹i• Pte, '' II (� AArr 7 INSPECTOR: COPIES TO: M� c- (J[[ :Mk) 7 % 1-2-7) Lam/ SIGNED: r -46 ,' t 01.4, eAddi ITD CASCADE TESTING TLABORATORY,._INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 1261..+ PLACE KIRKLA CI, WASHINGTON 96034 EVERETT (2061623.9600 A12061259.0517 To B. / OK) Ru.('=-t:-% ) %v"_', tP_ o- L DX 349 RED MD 17 , L1i q V) -73 ATTN• THE FOLLOWING WAS NOTED: c M ( !( U FIELD TEST DATA Q,. SEE FIELD 5'3 6 U 6 REPORT No N'°_ 54676 DATE • p457 - 1tzs !90 CERT. NO. c'0/ - 5 7 PROJECT ST m �,y i l Z -4 c& , '7 .a _ LOCATION ER 3t ue7_ -- ,S X ,5 BLDG. PERMIT NO. 6�3 OWNER sr�Td' :4Rf -f +e�5f WEAT4E -PI---- OirRrAsT TEMP. 35"c AT AM AT /2. 30 PM ENGINEER IvE LSO PS/ 13ULi/?DAf -A;S -7 �� ARCHITECT ��� /� i 6/.2 0 CONTRACTOR i'-fB (-OYU. <7 C S9 TRUCK SAMPLED 05 TRUCK TICKET No,� nIrq TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR :'3° f 3 z -7 �� C.A. i 6/.2 0 /03644 160300 C S9 3y° - G / ? ci y y TOTAL -ze � � 2� 7o S75o COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L/ •70 STRENGTH PSI SET N0. FA. /4et, c2 -.3 -7 �� C.A. i 6/.2 0 /03644 160300 3 lesid) 56 70 WATER - G / ? ci y y TOTAL -ze CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET N0. 7 v,a i 24 c2 -.3 -7 �� 4' X a. • /03644 160300 3 lesid) 56 70 1- yy ? ci y y � -� 3 -ze � � 2� 7o S75o PRODUCERS: CONCRETE 1H 1 LC'S SAtb t CRAWL 5-44144 �d AEA ADMIX. CAC12 % PLACEMENT AREA & NOTES G ►r.._ 2 -'r -Gc-k∎ls & P11e cc.ps/ reQ� C is C. S f=S 3 CU. YARDS PLACED 2C) • - DESIGN STRENGTH - .?Coe) 2 -Go E to INSPECTOR:, LPL%, -4.4" - ! COPIES TO: /UF A M "'114hw la 127 SIGNED: _ .___._---- -----� SE6 FIELD U Q % CASCADE TESTING LL7a8 R� '('ORY,;,',INC'',\ REPORT No 558710 10 TESTING & INSPECTION / E GINE�R /;GEOL' OdS'LS' - - 12919 N.E. 126m PLACE 1206) B23• EVERETT KIRKLAND, WASHINGTON 9003 TO / ►' \. 1�. ()✓l s • :f• kjA,JO, ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA D 1TE -/ S1- ?o CERT. NO. ,c /-S-1 SLUMP %AIR PROJECT (� 4 STfr7k TA' /''-1---\ YEILD CEMENT FACTOR LOCATION �.-14-. c:e./,4 1✓' /3 /1111 , 0 BLDG. PERMIT NO. _2 6. 3 OWNER q / U 0 S'28`I v WEAT 1-0 at..)•47-C-/t37- TEMP. AT ,S L tl AT q 3 3 AM PM ENGINEER 3a LI f-pn -G--< a 5/ TOTAL ARCHITECT ( CONTRACTOR Y" t ./3, a).-•- 57. 8`10/ TRUCK SAMPLED TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR ZOO (4 C.A. q / U 0 S'28`I v So WATER q 3 3 (0_/C[_ 3-15 a 5/ TOTAL 8`10/ 3 -15 . i/ COMPRESSIVE STRENGTH BATCH OATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS V. MOIST ADJUSTED WEIGHTS CEMENT y7c STRENGTH PSI ' SET No FA. Cr X O ! 2 -22 C.A. q / U 0 S'28`I v 2922) WATER q 3 3 (0_/C[_ 3-15 a 5/ TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS S12E WEIGHT TOTAL LOAD STRENGTH PSI ' SET No g31q 2 -/ 5 2 -22 6 X(r S'28`I v 2922) ?Liao 3-15 a 5/ 8`10/ 3 -15 . i/ PRODUCERS: CONCRETE r ' ' `^-/ AEA ADMIX. �1�, J,, %� PLACEMENT AREA d. NOTES CO `C / L,Le P/t & �" — / sc.) / d -TO C d_aLL CEMENT ..L /! CU. YARDS PLACED 2 S CAC12 % DESIGN STRENGTH ?COO COPIES TO: NW 1 LV"i CHILL{ 7- 73 INSPECTOR: 2.L.QQLL6r:ra..... SIGNED: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12019 N.E. 126v.. PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO: t%1 /3 edy, sT Pte, t30, 3c(9 d , Jc,. 1208) 823.9800 1206) 239.08!7 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD N2 54080 REPORT No. DATE IO E CRRT. NO. SLUMP PROJECT S+ z 4A. cc, r.r--, cjh :,,-. es...14 ol'' YEILD LOCATION 6 3 Sr1Lzr. cii,n4(( /3 lad CONC BLDG. PERMIT NO. `, OWNER 3'/--I -7 WREA OV •VCT1S/ TEMP AT AT AM PM ENGINEER I(}d o, / 1 .//%4A 5 ARCHITECT A CONTRACTOR ,v rfrI 112) C_ . 6..13,-1. 5 / 116/'/90 (7/0 / TRUCK SAMPLED ) Lt 2. TRUCK TICKET No. ) 2 �� TIME SLUMP %AIR UNIT WEIGHT YEILD ' CEMENT FACTOR TEMP. CONC AIR / L1 0 3'/--I -7 C.A. S 6 o° WATER '33 G,`r4L. - ;/ TOTAL 116/'/90 (7/0 -7u c. -,1 / �� I6170 SgSa COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT `17 O STRENGTH PSI SET No. FA. / L1 0 /-3/ -7 C.A. 1017o6 3 g Sv WATER '33 G,`r4L. - ;/ TOTAL 116/'/90 CYLINDER NUMBER DATE MADE DATE TESTED ' AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 737y f-)-`( /-3/ -7 f (X() 1017o6 3 g Sv 7 3s - ;/ 2, 116/'/90 (7/0 -7u c. -,1 / �� I6170 SgSa PRODUCERSs CONCRETE__ 1 ILA- 5 AEA ADMIX. .7 1 PLACEMENT AREA 6 NOTES C1 d ac,..-1,,d CEMENT 7::_77" CAC12 P/c, C.LeA CU. YARDS PLACED, c'r ft DESIGN STRENGTH 3 Q v Ct COPIES TO: i"' ` - it/t,(9 I V 14t (Lt 7_ ] 2-27-3 INSPECTOR:. SIGNEDI A I TO: SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126,.4 PLACE KIRKLAND, WASHINGTON 98034 1206) 823.2800 EVERETT 12061 239.0817 AID Conts�ruc h on T? D . Tip y 1)4-c) �L,1rr r IV 4 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA NE 54078 DATE -z 3. c CERT. NO. 5.0/_s —t SLUMP PROJECT S-Ft (C.- 4-N --v-\ C l c, ..-Y, c e pi 'hp-. LOCATION -SU ,J41- ■ C Q.‘ i 4/" ./C.). LOG. PERMIT NO. J OWNER CONC WE T /Fror -- — C �/T TEMP. AT C._./3 U AT AM PM ENGINEER / J -' /3o79- d C.A. (0 ARCHITECT M (J-,At s CONTRACTOR r1i1 (3 C pn S T e-(3a TRUCK SAMPLED / 3 TRUCK TICKET No. 1 2 7 0(G I TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR b.:L(5 3 d C.A. (0 / p )-0 s Q/O e-(3a 33 6-1.., 1 a -ao TOTAL 7`ISyou Si yo 7��� 1 _ ��o z9 0 /o IS 9 _ S3y� COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST AOJUSTED WEIGHTS CEMENT c--/-7 o STRENGTH PSI SET NO. FA. l y v 1- 36 d C.A. (0 / p )-0 110010 y0 WATER 33 6-1.., 1 a -ao TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7c) s s ) -2) 1- 36 6v7 110010 y0 "),s,, 1 a -ao 7`ISyou Si yo 7��� 1 _ ��o z9 0 /o IS 9 _ S3y� PRODUCERS: CONCRETE i(Y1 ' /v CEMENT AEA ADMIX CAC12 % /° 1 .by ('i . -k ?�--- 6..14_5 PLACEMENT AREA & NOTES C :9 /l C-r�� �Gi r.�(1 U I / / 0J; 41t -7201 Pc) .-- C aylsc /, C1�A ;ar► i T CU. YARDS PLACED Ci DESIGN STRENGTH 300 a COPIES TO; M ,0. NEB -7Uk�/ trk Z:""S 7.4 INSPECTOR• , SIGNED: IT* TO: CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION/ENGINEERS/GEOLOGISTS 1 'k 1 Va6m d019e (� EVERETT ' (206) 269.0617 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 9003,4 i P113 0._chus Po. Pax 8LI9 yl� 9rro&3 (OW ?) ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No N'2 54801 DATE / _ ^� /yfvJ CERTU/ _57 9 SLUMP PRO1E T ,c UNIT WEIGHT LOCATION f 5-6 Wfi/r .k j3 /gyp CEMENT FACTOR BLDG. PERMIT NO. OWNER AIR WEA ER .�- 40 ve4c4.5T TEMP. AT AT AM PM ENGI 1 ) S i ,(Jf cJ2 D,d.c cs Z VS L/ 0 ARCHITECT �%, E,L 63/AAV CONTRACTOR M 3 • CoNsT _ TRUCK SAMPLED 132, TRUCK TICKET No. /61.?654y T�IMEE SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR f` /�1 Li Ii 7 C.A. / 0 av" VS L/ 0 3/ ya WATER 3391/4 -Y TOTAL ) ) �7 3-, x8' COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L� / /✓ % STRENGTH PSI SET No. 13' SAI✓o A. Ntfi a 9 7 C.A. / 0 av" VS L/ 0 3/ ya WATER 3391/4 -Y TOTAL ) CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET No. ,F,) tic z- /2-so a 9 7 6 xix VS L/ 0 3/ ya ,P Y6 -Y of P' ) ) �7 3-, x8' PRODUCERS: CONCRETE ` `i4 E S /o 9/ VoriV(L CEMENT S-StC AEA ADMIX CAC12 PLACEMENT AREA & NOTES SEE ' '�` R.� 5b .O CU. YARDS PLACED 32.. DESIGN STRENGTH 3006 P s. r . COPIES TO: 1Vt1Z -' MG =Tu14w11a - 0-13 INSPECTOR: SIGNED: , " CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126T.. PLACE KIRKLAND, WASHINGTON 9003• EVERETT TO: N. 17. GQNSTIa,GTiop (206) 823.9e00 (2061 239.0617 P Box 34/9 R ElM )A'o , c��A g o 73 90 ATTN. THE FOLLOWING WAS NOTED{ (ut 14 gam. FIELD TEST DATA SEE FIELD 1S 5 // O REPORT No. O 7 U N2 55890 DATE TA/ - 2 / Jr/ qio CERT. NO. go,- 6-'7 PROJECT 1-�T4' / 4R,q .L,././et/ e iu?k R LOCATION &g...3,..-----1-- uT /zi c��U; 6-J Ii-t D. "BLDG. PERMIT NO. --5 *63 OWNER ST)I7 4 / 4Rrj WEATHER D!/LIGLct TEMP. AT AM 1-/`' AT /.1/8 Cp ENGINEER r. / SbA.V / ?a ran nA.4..Es HITECT /N64 CONTRACTOR MR Cif) /ri.S TA' lic-T/Oi✓ TRUCK SAMPLED 141 TRUCK TICKET No. 1 a,Q TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR I' /3 6" 7 C.A. / z 0* 71 y2o 52 4/9 33r I 3 -g TOTAL (I faE� 3 1 2S 5 S COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS ^/e MOIST ADJUSTED WEIGHTS CEMENT y70 STRENGTH PSI SET No. FA. / 4/ g 0* 41 11 7 C.A. / z 0* 71 y2o ZVo WATER 33r I 3 -g TOTAL (I CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. Ya o 2/s 41 11 7 t<1►, z 71 y2o ZVo 1 8-tgr 3 -g Z� faE� 3 1 2S 5 S PRODUCERS: AEA PLACEMENT AREA & CONCRETE 14 /(1/1e-s. CEMENT r 01 CU. YARDS PLACED ..3n: NOTES ADMIX. CACI2 — % Pint & n Rr.iv as (94.2 ,.; c. F •/h2. -,r 6• 4,) ' : C te -2 1 0„, F /,%; ... DESIGN STRENGTH oao C (•]4 hid v 6 40,14 D. P .► F .10o 1 F t 1 d <ijes COPIES TOI 14130.-- _ /" - I"tl') _ k ) 11 2.-2,77) INSPECTOR: SIGNED: 9. gchitecture and p planning February 19, 1990' Mr. Norm Berg City of Tukwila, Inspections Building Department 6200 South Center Blvd. Tukwila, WA 98188 re:•. State Farm Insurance . —South Seattle Service Dear Norm, Because this building is supported by piles, no . compaction under grade beams is necessary. Therefore, you will be receiving no compaction reports for those areas. Sincerely, mga architecture & planning Michael Glanz, Archite MG /sp cc. Doug Sherrow Chuck.Bessler Paul Marsh . 0Y' ectIIe d Mike (2/curz 6A) we oc ppia vied /V,s., H Io /d e %u. Sine --vi ec% eh-iv/L-0/ c'oe Q dte,1' di %e iQ firore te'l ( t s'e l U gyee e,.( 'a /e 916 crA ta4r, aeo 4k` -a-t r3,aeY Aec/ 044 Iv'f. lAtidafr tie a/ CASCADE TEST{ LABORATORY, INC. TESTING & INSPECTIO. ENGINEERS /GEOLOGISTS PREVIOUS X547 NI 5 (E JI 12019 N.C. 126+.. aL - KIRKL .C. 1 WA E 'r,'� ;., il 1N' IRI, j _ FEB - ' I si Il u] t ..0 ,U. a ►•280.0 15 1990 TUKWILA DEPT. 17 - - -- - - - DATE 11 /lfU - 2,I,2 f fa CERT. NO. Grp/ - S7 TO: EVERETT /(� / I g. (.0.4.1_51- R PROJECT ST/f Id– c- A,t'M C14 /At. tr-.urkre LOCATION -�5' o.d le�r.. %r1L'�.� CITY OF rl_AP!f�iNc3 I ()KJ LDG. PERMIT NO. y irC.3 ___ OWNER stu l>= el--4. p C3, / ?(1)C .75/ y WEATHER L%ve .,C,.-f'f TEMP. AT AM AT PM t/ 73 / 4-D roluo 'A Q$Q 7�] ENGINEER D 1 anae(.�li (Lye c„. ATTN: ARCHITECT ' r G4 CONTRACTOR /4/1.? 4��f,.,.. 1. J n (2) INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEUMASONRY OTHER . RESTEEL ONLY _ STR.ST/WELDING — STR.ST /BOLTING 13) ITEMS INSPECTED _ FOOTINGS ^ AUGER CAST PILES — DRILLED PIERS 64,4e de- criv„i� _ SLAB _ COLUMNS — WALLS _. BEAMS — (4)6'.•••444- ' A, LOCATION (AREAS) u.tL1 Ort /AL 3 /t�rs[ +1=' 4 Lid G "3,4, /,� r -14 ;0.+I li., G 3 fo Z �,..., .4n G Z '/,O..., ,4 fc 2".:•-/e . ,v,- zit_ iiceof '7,4* Lin .J .� Iif S ED.- .-,e• .- Lei L # , 4.�.es !71 1✓ It Le'><(y<ere ': 2,s"� Z_ Ai& Crot o vt /11.4 A 0 (At. 3 2 2-r I N C-5 s 2.61 CONCRETE/MASONRY MIX SUPPLIER r NO. DESIGN STRENGTH (f'c) l~ TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _ REMARKS: 5iLJ pLee,{ L'.$ {OC / p l,,,,t HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: INSPECTOR: FIELD REPORT SIGNED: REMARKS. C(S✓3L/ tom! h true at U. iCL f c. ton Ltd n c.) C l,6 , HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: t_r. ciZeLee - COPIES TO: f - Ilit - •h: /ma la FIELD REPORT SIGNED:��� . CASCADE TEST( ELABORATORY, E G I s. . PREVIOUS TESTING & INSPECT! N9 56548 - h 4 REPORT No. TL 12919 N.E. 126,.1 PL - K cLA^°, ` A III rI'7, Inu'�}] v MOM 28 •O61 q 1990 FEB C 1 CITY OF TUtNLA 111 N l r; ri E PT • _ G D/l> 6-7 :Rue T./ c.2 !LI �'� " �� DATE T// — i., S( /QD CERT. NO. _ ' J ..5* 7 TO: Ai 8. PROJECT S7- Tt f= ;/izA -1 Gt /4 /Aj «4_1ZF /C LOCATION 4-71--__ _ i_17/-/ CEi177 i? 84 vv BLDG. PERMIT NO. S 3 OWNER ST /1 TE" � :Slk'A l Po. TEMP. AT AM 3 o 3 ci ei ICiier ecii t ije, 4 AT /./ PE,neii(9. }40 c, i 4 4 b-7.3 ENGINEER 10 F( 5 Iv/ 3r R n A (..1- (-TS ATTN. , ARCHITECT Ik4U 4 CONTRACTOR /('%13 l' r7/L%S7/ ?UCT/ oiL1 (2) INSPECTION _ — PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _. STR.ST /WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS 6-x,,,6 ec-4. su-S _ SLAB _ COLUMNS — WALLS BEAMS — — (4) (AREAS) 2 "fro,' 4::)ii-LecO P» I�'.� 6' 7c,,.�/ z-./G 4 Pie) 21,1 t _. i Or/ ' ;he- L / F •60 /I!1 G p t Q✓/1 t,‘„, C. C -1,, � .wA F • c) �c- .Sr .3 p..'e. 6rS L e c / i'.7 S.. ,) • co,,'e / Cd it lr.Q� 1 4 o, s e -� an 1 C s 2 t4 (r pier 4 I L., 4 both s1C..L 4 i'i . CONCRETE/MAIISON+RY SUPPLIER SLUMP AIR MIX NO. R DESIGN STRENGTH (f c) c, C.2 (...7 l� I L. CS TOTAL CU. YD. PLACED . ?(7 (INCHES) CONTENT b �� SPECIMENS CAST 2— 6 X / Zj ( %) — SEE CYLINDER REPORT NO. c—i5 • g 9 C3 Z._, YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO _ REMARKS. C(S✓3L/ tom! h true at U. iCL f c. ton Ltd n c.) C l,6 , HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: t_r. ciZeLee - COPIES TO: f - Ilit - •h: /ma la FIELD REPORT SIGNED:��� c^ CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 N.E. 126T1. PLACE KIRKLAND, WASHINGTON 96034 EVERETT TO: NS. C CD,J cS T R u c 770.&J PO. Box 3e/9 (2061923.9900 12061 239.0917 RED m o ns DI tl'p a fro-73 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD 4-3 [' / Q REPORT No p i U N2 55879 DATE CERT. NO. 774 774 - .2. N' %/ /q0 70! -..6 7 . PROJECT .S'%,4 7E "7,4R/Lt G L 4 i/,/ c t A1it7q LOCATION 435 s� r H ai-.v Tt rz EL uD- OG. PERMIT NO. OWNER ,5_$6.- STATE 1",4R `1 WEATHER 4 TEMP. AT AM D Ue_.rCC►., T y 4/v AT /J d/v IoM ENGINEER NE L5C Ml Xpc/ /vD.4G -EX ARCHITECT ,../4(;',1) CONTRACTOR NS COili.tT/?uCTlD/U TRUCK SAMPLED /;5— TRUCK TICKET No. /R $3Z UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT VEILD FACTOR CONC AIR ,/ v6:' 1;z/D 3 Mr lie COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT 1170 FA. )Ll6-Q C.A. / U WATER 33 l TOTAL CYLINDER D DATE D DATE A AGE SIZE W WEIGHT T TOTAL LOAD S STRENGTH PSI S SET NO. 77,5 3 a a/ i , TRUCK SAMPLED /;5— TRUCK TICKET No. /R $3Z UNIT CEMENT TEMP. TIME SLUMP %AIR WEIGHT VEILD FACTOR CONC AIR ,/ v6:' 1;z/D 3 Mr lie COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT 1170 FA. )Ll6-Q C.A. / U WATER 33 l TOTAL CYLINDER D DATE D DATE A AGE SIZE W WEIGHT T TOTAL LOAD S STRENGTH PSI S SET NO. 77,5 3 a a/ i , ,07-- ' - -1 6 6x1a s sq6. 30 3 3L/ iv -7-15,S- 3 3 -1 a a g COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT 1170 FA. )Ll6-Q C.A. / U WATER 33 l TOTAL CYLINDER D DATE D DATE A AGE SIZE W WEIGHT T TOTAL LOAD S STRENGTH PSI S SET NO. 77,5 3 a a/ i , ,07-- ' - -1 6 6x1a s sq6. 30 3 3L/ iv -7-15,S- 3 3 -1 a a g CYLINDER D DATE D DATE A AGE SIZE W WEIGHT T TOTAL LOAD S STRENGTH PSI S SET NO. 77,5 3 a a/ i , ,07-- ' - -1 6 6x1a s sq6. 30 3 3L/ iv -7-15,S- 3 3 -1 a a g PRODUCERS: CONCRETE Iy 1 Lam. S CEMENT S/ / /Nnf[R 17 AEA ADMIX. n CAC12 P A PLACEMENT AREA & NOTES 1 L2J in a Ot �c+ S F![a.ti+. t1�.. z -E[] 4 1�.� ��� /. A //i G % .64%4 G o f 1 en = /i 5, c -en CU. YARDS PLACED 40 DESIGN STRENGTH 3 INSPECTOR: !!(4 "C • COPIES TO: 1413' " "1 '- I Gt DILL{ 1 REMARKS: (n(C-Cr e, pL er, �c -�• k.. CLu:\t_ V AG,„ kkO 4G,r L('h,. .s„._ HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: / EV", PW, %• -7 INSPECTOR: 0/1‘4.4...... ar� FIELD REPORT SIGNED' , . CASCADE TESTI LABORATORY, INC. TESTING & INSPECTIc ENGINEERS /GEOLOGISTS 12e1e NE. 1261..+ PLACE KNt'KLAND, WAISNiNGTON eeO3• • 2O& e23A00 0 PREVIOUS +ti., 0 53618 REPORT No• v 14 co N DATE 7f7 J ' 2 / / 0 CE RT•O. 96/ - 6 ' 7 TO: ..... ... ._. _.- ;. ..._ - ' E V ERETT . 12Oe1 29e•oe 17 t H_ i, 1. 0 i' l.Ill ' ' 4 Ik,t, v, C.n STRur f/ tii `� �o Ltl .. _ ,/ PROJECT .757-14 TE r/iR,-t Cii11/ti rE.t )71-- R LOCATION -.5. f-L-TN G6-AU TL: R_ Rt.0 _ BLDG. PERMIT NO. .�46.� OWNER 5 TA Tt" FAR/4 -( WEATHER el) Uhre[us.1 TEMP. AT AM 44/ AT /• VC) /Si RL LiAN- (r ?A)D WPr '?I 73 ENGINEER IUL: LSoIl5J Ir1(.(RDAG -t=S ATTN• ARCHITECT /46.' 4 CONTRACTOR /41.3 c:vivs 7u < Ti O,&) (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY _ STR.STIWELDING OTHER STR,STIBOLTING (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS 6',.. pp r1, . L e..v/ ti SLAB _. _ COLUMNS — WALLS — BEAMS -- — LOCATION (AREAS) 6,0 el.4 P ((:, PM 11, ci c&cL 6:".. LVri.S -4 I1c.,".. rn.e.. 2 -& 6 4h. tiru2 . A 4) / J �- /r iv" L C •t.e K [7.7 /H L % 9 oN . �r..L s."-: 8 1 ;0w1 c E 6 C - a CONCRETE/MASONRY SUPPLIER MIX NO. D. DESIGN STRENGTH (f'c) M// C S .5:%lAJ1? 4 /xA',4 /rA-L '30 TOTAL CU. YD. PLACED e/L) SLUMP (INCHES) AIR CONTENT 3 " SPECIMENS CAST 3 - 6X /2 ( %) —. SEE CYLINDER REPORT NO. SS f.l. 79 YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO.. _,Y;_, _ REMARKS: (n(C-Cr e, pL er, �c -�• k.. CLu:\t_ V AG,„ kkO 4G,r L('h,. .s„._ HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: / EV", PW, %• -7 INSPECTOR: 0/1‘4.4...... ar� FIELD REPORT SIGNED' REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: 1'4OC - M[1 7-7 INSPECTOR: FIELD REPORT SIGNED: , ■ CASCADE TESTI LABORATORY. INC. TESTING & INSPECTIO _NGINEERS /GEOLOGISTS 12919 N.E. 126v. PLACE KIRKLAND, WASHINGTON 93994 1206/623.0099 PREVIOUS (1.% REPORT No . J��� '7 /--;1, No 53606 N DATE r R- l p E 7 4 c' CERT. NO. 4.n 1- SI TO: EVERETT I2061266.0617 /( /I? ()/G /_S % -/ lie. f/ (•)/. �. f PROJECT /-4 7F F/iR Al (zA /M ff/ J r LOCATION 6 /TH C /�Tt /R Bc. uo. �BCDG. PERMIT NO. �-rY0 OWNER .T4 •%G ,/.1)? Al p cD • ZOX c3U 5' WEATHER WEATHER 01/6-R C. _57' TEMP. AT AM , -c,r° AT /2. TOC ' R c p ,u aI) D, A) a c 3.07_7 ENGINEER /UE1... e) /J /, ?n u/zo44 c Et ATTN: ARCHITECT /WEA CONTRACTOR /Vi!3 G CV 1.../-5 / (2) INSPECTION PERFORMED _A, RESTEEUCONCRETE _ RESTEEL ONLY _,. RESTEEUMASONRY _ STR.ST /WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED .L FOOTINGS ._ AUGER CAST PILES — DRILLED PIERS _ SLAB _ COLUMNS — WALLS — BEAMS — — (4) (AREAS) 11V14�, P tr«1c-C) tL.+L £c,4 AseAS A 04140 Cc1P3 ri n IVtC'.. 2 -tr rarv� % G ll , / 6.•1 k A�... �, c '%(QM C •tc, r .4 /.wL G*,7 /,AL /= - ru.+� 3 m 4. /..,LS O..s A.. /, ( I_-,, ic Ev C • 5 /, nis. ir /5 ..7 5^ I •,:•.;T..sn F , C . . CONCRETE/MASONRY SUPPLIER "-hi MIX NO. V DESIGN STRENGTH (Pc) _3000 96 1 E..-5' r.S4Idd ✓) TOTAL CU. YD. PLACED _77, SLUMP (INCHES) AIR CONTENT 43 I/z SPECIMENS CAST, '1 —4 X /2.J ( %) "'. SEE CYLINDER REPORT NO. - -Ilk 7 NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO., _AYES REMARKS: HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: 1'4OC - M[1 7-7 INSPECTOR: FIELD REPORT SIGNED: Applied Oeotechnology Inc. January 26, 1990 15,338.003 Mr. Chuck Ressler State Farm Insurance Companies c/o MGA Architects 16212 Bothell Way S.E., 1F146 Mill Creek, Washington 98012 Dear Chuck: Construction Memorandum No. 3 State Farm Insurance Service Center Tukwila, Washington This letter summarizes our tion of timber foundation tive from our firm was on each installation. Copies 4 through 8, dated January i4 MS CONSTRUCTION CO ,5054'6 WPCs �e&Q c2 /8/910 J4- obeervations and conclusions regarding inatalla- piles for the referenced project. A representa- site during pile driving to observe and record of our Field Construction Inspection Reports Nos. 18 through 22, 1990, describe the work. • The pile supplier was Wyckoff Inc. and the lot number was 3213. The piles were strapped top and bottom, and were in 30. and 35 foot lengths. Pile minimum tip diameters were 8 inches or larger, with one exception (sequence No. 25, 7.5 -inch diameter). Pile butt diameters varied between 10 inches and 14 inches, and were typically 11 to 13 inches. Pile installation work proceeded quickly. A total of 94 piles were used, including one pile installed in the wrong location as a result of an incor- rect layout by MB Construction. We understand the pile in question, sequence number 81, is located outside the pile cap, and has been cut off at least 2 feet below the planned bottom of floor slab elevation. Pile embed- ment depths below pile caps varied between 20 -1/2 and 29 -1/2 feet. Copies of our Pile Driving Summary are attached. In our opinion, the piles were installed in general accordance with the plans and specifications, with the exceptions noted. Based on our observa- tion and evaluation of pile driving behavior, all piles installed have an allowable compressive capacity of at least 30 tons, with a minimum factor of safety of 2. Yours very truly, APPLIED GEOTECHNOLOGY INC. Garry H. Squires, P.E. Project Engineer GHS /cgl cc: Mr. Jeff Barber= MB Constr' •n Mr. Mike Glanz= MGA Architects Mr. Larry Karchl State Farm Insurance Attachments P.O. Box 3885 Bellevue, WA 98009 FAX 206/646.9523 Telephone 206/453.8383 �z lti1 �t-tu. 11, c ' 4 iio: Drives Date Driven ►l lairl� I Location Pro - Cutoff Length (f�) /P1 le Tip Elsvatloe Not) Ola+siF. •' <s Elavatlae ilea( Olaw�iaot Compressive � (tens) 11'IIft Csoaelty (toes) '"z 1 laa I Gro L4 l - 3 •16"- . as. c) 0-13 '35"' - 7 .. w - I a90 o- 144 '3 t /1 4.4 I - a , Q(0.0 0 -14 '3'3 _ rim 41 VS a.l .13 O - l 3.. '33 Z " '3. t D'3 .a f . '3 . -1 3'3 _O ''S 11::..3 .0.3 U-14 'S"4 4 SI f c ;. fcl _ as.o 0 -ti '3a 84. . ''3 (c 1 a4 .'3 v- S 3 t $'3 a.1 /1"' as.O O -le, '3 l 54 rS )- —3 '3 ID - I Z6.0 ,Q-10 a 5.0 e - ia, '3A '5 I ,8S 57 '3 1 E - x8.11 O- I' '50/5' -. b$ 1_ - c.7•o c..)`?.0 Lq -1I Q -ijG, ~Se. "sa . 159 'SI 9c ,;.a iF ,s5-- .(s. s c)- IA , 99.1. , a I - a _ F - .1• as.S a1-1.3 0 -(o v -' . 's t s t • 9'3 9 al - 1 as,s o- IA r-s'3 T„a • 'TZ TJR-- c V t cJ 116 Applied Geelssbns$ew Isis. Geolalwncai Engrwmonq Geology & Hydogsology JON NUMUkR 5.".'3`3 ?i . 00 '3 0 1 PILE DRIVING SUMMARY S"Ticcre s,:L...‘. T V 1G W 1 4- ,J4€7- 6,646. c 1 �tznuF �Gr _r5�c���Eext= ♦No. Drleen wte Drleen Ii ►t �. Cold toc.tlen Pre- Cutoff Length (tt. Tip Elena t) allows/'4 4 s Meet lee fuel (taws /root tos+p..ssty. caw ItY (toes) UpIIft e.p*CltY (tans) 60 /aIo _ aim) - I a i D - a '50 , a 8.o c1G.'7 0-.9 O- 4-I 'sS af.r/8rr 51 S a y - ci - I m a•7. o o- I 1 "363 '3'7 5-3 a / as av1 . o 0-1s , 51-1 c.•- 1 , pi .0 a /7.s o- IS o -Ik 3 Is " ___;__. s's-- CIE -3 sZ", 41e - �► a '7.0 0 -(s ''s. s`7 5.-city •:,)4. a o- (cc, '37 S8 Sic 1 aa.3 o- r 44 40 sg . _ may/ . �,_` -I.'3 O - IS ' 1 40 • Gv ait) ,DS..1 0- (7 .-_. CO 1 SID Gr en.. P. Qraieg■ TI VJ c34. G o-(3 '3 1 G..). s i . - a aso O- Is- --s'-1 VS 61 E — '3 as. o-17 .c,)/(,', G� SI F - I a'7.o o -18 "S� 6. I lQ-► , ,'M . T. -11 "V GG - r'/ - Q --- ars.o -1r 3 vs7 /n�� _ _ . 7 48 S"/ D - 3 I , 8 0 -17 , s'i l - 1 c;.1.0 b3S . 69 -I I - ,0-07 as-.0 o -1. 31 '7c 4.1 / F' - I a °3. o 0-1.D.. 'z73 !7 I L-1 i _ - 3 a••• 0-+4 `33 7a i s s %oI a.L3 a -(4 3s s - l ns � .S -9 O - IS �1�-- D /(o" ~74 ` � Li,11I� a1.8 AppUeel a..w.hwology Mee. Geodechnicai Engineering Geology & Hydogsology JOU NUMB N I5".'3^3A OO`3.o PILE DRIVING SUMMARY S`-V-A-T'E.'"AiL S /T1/4.) tG W t tA. cir t,..'6Esctis*3T No. Dr Sven Oats Or Wen At, PI es Crli Leninism Pre-Cutoff s Length (rt. ) 1Is Tip Cleveslen (feet) Glows /► -.t < S tisystlsn final glows /loot Cospresslve Ca ami)y (tons) UPI lit CepacIty (toes) J6 ■ ■9 ?O dc- a - ■ ^:o' aS.o 0- (-3 +46-) - eT7 6 .- - Z. _ .0 o-4 1 -39 `f3 cot E - a. a5. S v -14-1 '9.{ /0" d9 GLE - 1 ,s--.'o 0-15 'SG SO SG /E-1 4.• o -'0 CIO '31 (0 I r `I.o O -11 %40 '31 S.5 -/ .a Dr...0 0- (4 4-1 o SyS 5%1 F 6"/F - "3 Dso a's.o , -1 S O -14 5- " 440 _ • AI SS- s r -1 ao. s o -14 a� " a v3(. 5-1F - a. of k" 4/F --Z Ii°,''q .0 0 -1). '33 N% 1r - ' . o o _ f4-1 '34 • ,,.- '39 yo .- F - d. a'7. o 0 - L '3'-/ ! - -• I av7.5"- 6-4 '7 6" I . 1 rs. l F ■■ ze:s O 0 -10 "S 4.1. '31 F - '3 F - I10 aG.o o - IL 44 - ' 14 -.. ■■ JG.c, 0 -►4-1 4 a.� -I ME cf.. 0 o -4".- 4 G 4 - - C - .l. '� ' . -3.0 e1 - 10 '3a. 07.1 G - , '30 418.0 0-1 _ a4 ia1i„ 4s a,a1e. - aS.c. o -1' '31 'r alcl a 7.0 0 -i7 03J. -r., -rA L - z. ,-�,� iii;1Applied OsuMskns1M0 Ms. GeolecM'cal Engneurq Geology & Mydrogedogy c4t --z‹.liz,J S JOtl NUMHFN 1 5'3'3 A.CQ'3,Q1 144 /9 C. PILE DRIVING SUMMARY STa-rE Aye. -1 /-ro'L • 5� ( 3 F_ ( A EC M, --r - No. Driven Oats Driven tllairl� Location Pro- Cutoff Length (it.) II• Tip 1levetlea (NW 11001/►- 4 i Elevation ilea' ,CcrassIvo •lows /foot r Capacity (tons) 1411 lit CapacIty (tons) t 1'1Sho WC. - 3S o?9. S O- tv lo- 19 /6n _ /-;te a ,a4.9 0- 11 1» - _ r3IG — 1 a.9.o 0 -11 'vs Sic - a9.o ,O -1,�► S4-j S a /A c)'"�. "1 0 -1 30/8 a CV "3 1A I.~r o -e) '34 /a„ r7 _ a s/A - 1 DC0.O O- . '3'3 9J a.'3 /A -a. a(o Q ,O -10 _"34 .. 44 IC -3 , 09.5- v -u 1s/po 10 i--I / c -- , 30. o ,,0- I a. '3 E) , 11 y/C. - a. -4/.0 o -11 7r_ l� Si c - 3 aSc.) 0-1'.11 ''3' 1'S _ SI C. - 1 a3 ..s"--_ 0- ILI aa��„ 14 5 1C- - ir ola.S -IS ao /�.'� _ l S 3 / G - Q . r3C) a � l d 4 . ,Q 0 -14 , as /!a ' 1C S'''s /c- - 1 �.o 0 -(S *3� I7 CD 1 c - 1 aa► .o O -10 *3Ce . Iv 61c - a. a I . 8 O - I� "3'31'0" 19 � �/ - "'3 , aA.'7 0- I"3 "rre.)/o'' ad c I e - _ , al. S o- ►�.I l a%G " _ - c- l 6,/ c. - I , a1S. o O - l 1 '3'� a� L - 1 .moo . o -I4 �G . a*3 / t. - I ao -6 U - 11 ai4 1 ,cGib , a'3.0 o- sJ _Noisy r54-1 _ _ old 7 S,Colt�Q. 1 QC70 0 -IS '3‘o "+TUT/ ='d * — -tom ��( = s-- Applied dssli,slMS's.p Ins. GeoieNxWcai Engl neerrq Geology & Hydiogeotogy 4 £1L CA.■/per, 'IV �� JOB NUMBER IS''3^323.d0`3,et 1 PILE DRIVING SUMMARY Sa TAT "- ,A..m.n•1 /-T t< _. t L.4. t. 1 SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126 *H PLACE KIRKLAND, WASHINGTON 98034 EVERETT TO: L3 0x 3y� L, 1c. , 12061823.9900 (2061 259.0817 ,14 ATTN' THE FOLLOWING WAS NOTED: FIELD TEST DATA N2 54080 DATE I c-( -9'0 CERT. NO. 901-3 -1 SLUMP PROJECT .s-f: 4 & cc,r,- -, C ih..... C CL. -viol` VEILD LOCATION fr- '3S' ` *\ 4 ems' 131,..01 AIR Cct., BLDG. PERMIT NO. OWNER C.A. l g s 0 TJEA -TaEP TEMP AT AT AM PM CV'C',.A,57- ENGINEER a e_l>oAl f3aVr‘o1 7,,2 2' ARCHITECT , CONTRACTOR I!fr\ 12) i'. C.'YZ 5/ 72;6 I (.S 5 TRUCK SAMPLED ' ( 2, TRUCK TICKET No. 19, "7 '?.._575- TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR %y D 3'/ -I -7 C.A. l g s 0 S 6a° WATER 4, 3 &AL, TOTAL 2' 72;6 I 0,i-,././ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT `-/7 c=) STRENGTH PSI SET No. FA. %y D / -3/ -7 C.A. l g s 0 109 700 3 ggv WATER 4, 3 &AL, TOTAL 2' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. 73 ,2y I -)-`( / -3/ -7 6141 109 700 3 ggv 7 34:25- V--.P/ 2' 72;6 I 0,i-,././ PRODUCERS: CONCRETE 14'1 1L_ s AEA AOMI X. PLACEMENT AREA & NOTES en- c r42 ,4k LO KII,G&CC d CEMENT L _7 CU. YARDS PLACED CAC12 1i DESIGN STRENGTH 3 G3 v Ply G kx-c A�.,. COPIES TO;, j L - IVY& — 1-1A4✓ I LA ?, INSPECTOR:. e. SIGNED; TO: CASCADE TESTING LABORATOR: i NC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 N E 126+.+ PLACE KIRKLAND, WASHINGTON 98034 EVERETT 1I Urks -1 -r c,-1- vn 12081823.9800 12061 28908 17 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA SEE FIELD REPORT No. DATE 1 -z c-2) CERT.t 5. o, PROJECT _Sitt 4r... c./..,.. C 1s ; ,-.-- : LOCATION CD Y3 s- _50,4h C Q^ ,.BCQG. PERMIT NO. OWNER rirmeit- ___ ___ --- ---- -- ��� TEMP ENGINEER ARCHITECT +'hr-A CONTRACTOR y ■ iS e G S ) TRUCK SAMPLED / 3 TRUCK TICKET No. 1' 7 DEG TIME SLUMP !6AIR UNIT WEIGHT YEILO CEMENT FACTOR 1 TEMP. CONC AIR l•:C(5- 3 ".7 6)(r? s �/° 41f ") 51 -a0 :7 ;C°° a U zy COMPRESSIVE STRENGTH BATCH OATA FOR 1 C DESIGN WEIGHTS S6 MOIST CEMENT `- %7[) 4 FA. /LT So G: -7/ ir v WATER 33 6-L., TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SE. $ ") 51 -a0 :7 ;C°° a U zy PRODUCERS: CONCRETE AEA, ADMIX. CAC12 PLACEMENT AREA & NOTES ( - ?Oct d • Alt . e.o Po CEMENT CU. YARDS PLACED Ci DESIGN STRENGTH by (1t,,.,l.e.., n -/ ;ur✓ 300 0 4s COPIES TO INSPECTOR:. {s, � SIGNED: A r T ,110 CASCADE TESTI�� LABORATORY. INC. TESTING & INSPECTION-, e.NGINEERS /GEOLOGISTS I29I9 N.E. IZe... PLACE KIRKLAND, W*$FMvGtON oeoaA (2061823.11u00 .'` PREVIOUS N 55484 REPORT No .� DATE / --- 23—.(2) CERT. NO. , C / . li S TO' EVERETT uoe) 15Y•oe,7 £ E I -i r; i i ) !n/ l,C PROJECT LOCATION ' . CD St 3 S— .i, 5 /Lrok BLDG. PERMIT _/1 ERMIT NO. \ -5-g ( 3 OWNER 1WEATFEER --- C- 6.'1 l' TEMP. AT <--) ? o AT AM PM ENGINEER lk./ ( 60A/780.1 ATTN. ARCHITECT Y/IN G- A CONTRACTOR (2) INSPECTION PERFORMED L/ RESTEEUCONCRETE RESTEEL ONLY _ RESTEEUMASONRY STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED FOOTINGS ! AUGER CAST PILES — DRILLED PIERS P,'e. (' A VS _., SLAB _ COLUMNS -- WALLS BEAMS — — _ (4) LOCATION (AREAS) +T Gnd {.2 . iA �, /4,-.S (1/\ Z.:,3 5 C [.4 r\ fI' L! . S E G /1 CA 3, / SI/ 1� Ul at dA ( ct,OL3 , (5) CONCRETE /MASONRY MIX NO. 6 S DESIGN STRENGTH (Pc) "c v 0 SUPPLIER rkl , ( .; C TOTAL CU. YD. PLACED 1 SLUMP (INCHES) AIR CONTENT ( / SPECIMENS CAST 3 • cc -A ( %) SEE CYLINDER REPORT NO. S V 0 7 S' 1YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ REMARKS. �(1 as, �t ✓'c fv�-e n i ,� G �U�e i Q 5e l' /l4 F c 4p s, HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY • COPIES TO: MI i' A/1& "i h11J11i! PV / 0 � INSPECTOR: ( [ `� r%�. &. ✓� -3 FIELD REPORT REMARKS: Ct [ I (`'� 1 •� �UY^C� ✓h.Q /14- i^ pL: C r, 3) HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: AOC. M.-/ - eriethivi J-( 0 , INSPECTOR: FIELD REPORT L • CASCADE TESTIM,. LABORATORY. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. t20,. PLACE INC. 259.0817 /,j 0 PREVIOUS N O 55436 REPORT No DATE / - 2 L/ - 7C CERT. NO. 9 c I • S 1 l� KIRK LAND, WASHINGTON 9e034 1209)023.9800 TO EVERETT 1200) 'n^ i• `I3 G3'n S - PROJECT LOCATION ' 4,1 c- -C-A-P, ,1 cam' /3 /Li al . Cc S 3 s BLDG. PERMIT NO. 5 (3 OWNER (� ` 1�, r)• 3c, ], , 3 9 . TEATMER-' -'' QV2,,'G A-5T TEMP. AT AM AT PM 12-CA ►PV-k- CO -. a\� i ,.�� , ENGINEER /t,'Q / s o /✓ / 13 c� r�e4 a 7 t 5 ATTN. ARCHITECT /n� n'1 C - 1^1 CONTRACTOR (2) INSPECTION PERFORMED 1/1;IESTEEL/CONCRETE _ RESTEEL ONLY _ RESTEELIMASONRY _ STR.ST /WELDING OTHER STR.STIBOLTING (3) ITEMS INSPECTED FOOTINGS _ AUGER CAST PILES -- DRILLED PIERS R . t✓L e hp 5 _ SLAB _ COLUMNS — WALLS _ BEAMS — — (4) (AREAS) l._ Ct A4J� P. 4_C C Jtf' s c 4 L 1 "-€.,5 �(?' a ^A C C GL /.4k s, -S S C- -,.,- y, /� Gi /Ldt .5l , %' c, etc( 3, 1` Gin c'/ ' , CO TE/MASONRY SUPPLIER rJ MIX NO. S DESIGN STRENGTH (Pc) 34).0 v ! :! / t--> " , TOTAL CU. YD. PLACED I SLUMP (INCHES) AIR CONTENT 7/L. SPECIMENS CAST '> 12 ( %) SEE CYLINDER REPORT NO. SQ 05f 0 S NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. _ _ REMARKS: Ct [ I (`'� 1 •� �UY^C� ✓h.Q /14- i^ pL: C r, 3) HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY COPIES TO: AOC. M.-/ - eriethivi J-( 0 , INSPECTOR: FIELD REPORT Plan Check #89 -155: State Farm Insurance 6835 Southcenter 81 THE FOLLOWING COMMENTS APPLY TO ND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__M__. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (B) feet in length. 12. Readily accessible access to roof mounted equipment is required. State Farm Insurance Page 2 89 -155 13. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. Prior to final inspection approval roofing contractor shall provide a written statement certifying that the roofing installation meets the requirements of the specification for a ';Class A" rated roofing assembly. 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washignton State Energy Code (198 5 Edition), and Washington State Regulations for Barrier Free Facility (1985 Edition). 18. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 19. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for . special inspection. 20. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7, 21. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. BUILDEIG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: PROJECT: SITE ADDRESS: 6835 Southcenter B1 SUITE NO.: 5S (a3 If 19-9 State Farm Insurance Com an CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE ' DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 X 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 X 8 Insulation 433 -1849 X 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 X 15 PLANNING FINAL 433 -1849 X 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - Atter rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the roject progresses. amec PLAN CHECK e9-- "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PROJECT: THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be mods to the plans unless approved by the LLLLLL���-- /���� --/�� Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health VVVV����••• Department and plumbing will be inspected by that agency, including all as piping (296 - 4732). )01 Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (972- 6363). 0 {{(yyy//����� All mechanical work shall be under separate permit through the City of Tukwila, (�S) All permits, inspection records, and approved plans shall be �/� posted at the job site prior to the start of any construction, IOWhen special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the protect being inspected. ve) All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). ye All high- strength bolting to be special inspected (Sec. 306, UBC). L, Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 0 Partition walls attached to ceiling grid must be laterally braced if over eight f8) feet in length. Ve Readily accessible access to roof mounted equipment is required. �r�loR., V Tl NAL rNSPC- -1 toI' -4t9020 l NC/ Co S ToVz. (20 t4p/ �� u At tral/ `irATI =ME NT t Fil' �T 7Iit Roopi Nc, i uAr1O I M -me gathseemerip of TD4e a "CAA ,w,,. o/,' ✓.w 1G,ai'►oN': 'roe. SFWIP-.14, PssTlTUTE , 1986 eDmoN 16 Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). st • •nt 4i,the rp mg c actor v ri q f r don f o0 be ,r trod r to nal ns p a ti n -f -*r�e*dursrl. !7 All construction to be done in conformance with approved plans and requirements of the Uniform Building Code —htlertt tion), Uniform Mechanical Code , Washignton State Energy Cod• ,11199- - -tit`tt m and Washington Stag Regulations for Barrier Free Facility (1S1-Ed4- t41,e). 11 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing.. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the lob site. Fire retardant treated wood shall have a (lase spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. SE)// Notify the City of Tukwila Building Division prior to placing any � concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.G.C. Standard No. 43 -8, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.I.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to • be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -0179 Ross A. Earnst, P.E. Director November 30, 1989 Michael Glanz, Architect 16212 Bothell Way S.E. Suite F -146 Mill Creek, Wa. 98012 RE: State Farm Mutual Automobile Insurance Company, (6835 Southcenter Blvd.) - Utilities Site Plan Review /Approval Via Public Works Dear Sir: Public Works Department has reviewed your Plan Sheet No.'s C -1 through C -3 of 6 and approves these plans per the following conditions and comments. Prior to obtaining the permits indicated below, the approval of the Building Official and Planning Director shall be obtained. Call Becky Davis, Permit Coordinator at 433 -1851 to have the following permits prepared: 1. Curb Cut /Access /Sidewalk Permit: (Permit Fee = S25.00) As part of the application for this permit the Developer's representative shall provide a revised 15' utility easement to include "sidewalk purposes ". Also the revised easement shall include a description of the existing 15' utility easement for that portion of the proposed public sidewalk traversing outside the existing 15' easement. Included in this easement shall be a pictorial description. All accesses, sidewalks, curbs and gutters shall be per the City's Standards (on file at Public Works Engineering, call Greg Villanueva at 433 - 0179). The easterly access is reviewed as an internal roadway with no apron /curb and gutter required. However, the asphalt shall be configured in such a manner as to allow for a depression whereby storm flows are directed to the catch basins in the public right -of -way. A traffic control plan (per M.U.T.C.D.) be provided for all work in the public right -of -ways, where detour or lane blockage of roadways is required. 2. Sanitary Side Sewer Permit: Regular Connection = $150.00 Plus S20.00 for Inspection Fee (Building square footage equals 22,222 square feet). Sanitary side sewers to be constructed per City's Development Standards. A special connection charge for a side sewer is waived by a participation of the original development in construction of a sewage system in Southcenter Boulevard. 3. Flood Control Zone Permit: (Permit Fee = $50.00) Use reference benchmarks per F.I.R.M. As part of the application for permit shall be the execution of the dike/ trail/ river bank maintenance construction /operations easement per the City's Format and modified to include construction of asphalt trail (attached). 4. Storm Drainage Permit: (Permit Fee = 325.00) Developer shall provide copy of State Department of Fisheries Hydraulic Permit and the City's FCZ Permit as part of application for this permit. 5. Landscape Irrigation Permit :Permit Fee = S25.00) Per Planning Department requirements or per your landscape architect, a copy of City approved landscaping plans, along with four sets of the Landscape Irrigation System Plans, shall be provided to Public Works (via the Planning Department) for review and approval prior to installation of landscaping irrigation system. 6. Landscape Irrigation Deduct Meter: (Permit Fee = -0 -) This permit shall be applied for and obtained prior to the installation of the deduct meter shown on plans(meter installation sole expense and cost of the development). (Call Dave Grage at 433 -1863 to assure that the appropriate meter type is provided). • As part of this design provide DSHS approved backflow prevention device shall be installed after deduct meter. 7. Water Meter Permit: (2" Diameter Meter Regular Connection Fee/ Deposit = $1,200.00). The executed water meter and application for meter /service turnover for the meter permit is attached. Special assessments are waived by past participation in construction of public water lines by original Development. 8. Fire Loop /Fire Hydrants Permit: (Permit Fee = S25.00) - Fire loops /hydrants shall be put in per the City's Public Works Water Development Standards. For the two 8" diameter fire lines going into the property, a standby charge will be placed on the development and be reflected on future water /sewer billings. Under this permit, the Public Works Department reviews and approves the fire line from the public main to the fire vault and /or building structure and /or hydrant, whichever occurs first. The fire lines in the vault and fires sprinkling systems are reviewed and approved through the Tukwila Fire Marshall's office (contact Nick Olivas at 433 - 1859). For turnover of the proposed public curbs /gutters, public pavement inprovements, sidewalk, etc., the Developer shall provide a letter addressed to me, requesting the City of Tukwila Council accept these constructed facilities as public. The Tukwila City Council is the sole and final authority for turnover for any proposed public infrastructure. Turnover documents are requested immediately after the construction and permit sign -off of the improvements as candidates for turnover as follows: a) A letter of request for turnover from the Developer. b) "As- built" plans of the proposed public facility. c) A list of materials /cost (City format). d) Bill of sale. e) Easement /right -of -ways for proposed public utilities as appropriate. f). Signed -off permits. If you have any questions regarding this do hot .heeitate to call me at 433 -0179. Sincerel Phil Fraser .Senior Engineer PF /amc xcs Ron'Cameron Greg Villanueva Ross Heller Duane Griffin, Building Official Becky Davis, Permit Coordinator Ted Freemire Pat Brodin Don Williams Vernon Umetsu Brad, Williams Development Files State Farm .'Insurance. Enclosures (5) ���� I Mahan &DeSalvo III CONSULTING ENGINEERS 1411 Fourth Avenue, Bldg. Seattle, Washington 98101 (206) 624.8150 November 20, 1989 Duane Griffin City of Tukwila 6200- Southcenter Blvd.. Tukwila, Washington • 98188 Regarding: 89 -T -11 (State Farm Insurance) Dear. Mr. Griffin: We have received information on the proposed project and have reviewed it. for..compliance with the structural portions of the 1988 Edition of the'Uniform Building Code. We have no additional comments., Enclosed are Drawings, Structural calculations, Energy calculations and Soils report for 'Your use. Sincerely, Bridget Smith BLS :3 cc: MGA 16212 Bothell Way, SE #F146 Mill' Creek, Washington 98012 Mahan &DeSaivo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 November 6, 1989 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 89 -T -11 (State Farm Insurance) (206) 624 ;8150 «0 \I 7 1989 • Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. We have not received a response to our #2 structural comments from our October 24th letter at this time. Ordinance 1. Vestibule 100 has UBC Table 43 -A Item 6 -4.1 marked under Remarks, Sheet A -4. Item 6 -4.1 does not exist, please clarify. 2. Note 1 under Room finish schedule notes, Sheet A -4, calls for 5/8" GWB and the use of Table 43 -A Item #1 -7.1. This is inconsistent for 1 hour construction. A full 1" thickness of GWB is required. This could be 2 layers of 1/2" with the correct corner details. Correct as required. This note is also unclear due to the description calling for GWB above a finished ceiling, yet the ceiling material from the schedule is 1 hour rated Acoustic panels. Clarify the discrepancy. 3. Show where 1 hour walls end, at underside of structure, or at the ceiling. Washington State Regulations for Barrier Free Facilities 1. We have no additional comments. Washington State Energy Code 1. We have no additional comments. Please respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Bridget Smith BLS:2 cc: MGA IMahan&DeSalva CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 (206) 624 -4488 October 24, 1989 3m' Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 89 -T -11 (State Farm Insurance) Dear Mr. Griffin, \oc ► 2 G 1989 V I I ' () r i J i' , y, . �I \ill:, �\--......y....1` t..� ---�� We have received information on the proposed project and have reviewed it for compliance with the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Sheet FD -2 shows a summary of loads on the foundation. Show how these loads are obtained. Show that pile cap loads have been taken into consideration. 2. The soils report recommends the slab -on -grade to be structurally separated from the primary foundation system at the service center. Refer to Section G /S4 and respond accordingly. Ordinance 1. Provide a complete description of construction for all rated assemblies. 2. Show one hour ceiling protection at the corridor or run walls to the underside of structure above. 3. For the egress route to pass through the lobby, the lobby must be one hour construction. Show the extent of protection on the drawings. 4. Openings in the occupancy separation wall have inadequate protection; refer to Section 503(c). Provide a complete separation. Was :• on S ate Re • - 'ons for Barrie ree Fac 'ties 1. We have no additional comments. Washington State Enerciy Code 1. We have no additional comments. October 24, 1989 City of Tukwila Re: 89 -T -11 Page Two Please respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. ac:,MGA 16212. Bothell-:Way. :SE #F146.. Mill Creek, 'Washington ::98012 Mahan &DeSalvo. Mahan &DeSaiva CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 (206) 624 -4488 September 7, 1989 3110 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 89 -T -11 (State Farm Insurance) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide driving criteria for the timber piles. The drawings refer to the soils report and the soils report refers to the drawings. Clearly indicate how desired pile capacity will be obtained. 2. What is the reinforcing in the single pile caps? 3. Show adequacy of piles with weight of pile caps included. Also add correct load for 3 foot deep grade beams. Check critical cases. 4. Detail designation D /S5 on Grid 3 second floor framing plan is mismarked. Check for other similar discrepancies. 5. Section G /S4, correct dowel note and include spacing of dowels. Ordinance 1. The corridors are required to be 1 hour construction per Section 3305(g). This will include corridors created by the demountable partitions. Also, openings on this egress route must be protected. 2. Clarify that 20 minute doors are to be self - closing. 3. Clarify the location of the occupancy separation wall. Show compliance with Section 503(c) for wall and floor /ceiling assemblies. Also provide protection of openings as required. This includes and is not limited to doors and duct penetrations. 4. Show compliance with Section 5406(d) Safety Glazing. Show all locations on the drawings. Washington State Regulations for Barrier Free Facilities 1. Clarify that 18" on the strike side of all accessible doors will be provided. September 7, 1989 City of Tukwila Re: 89 -T -11 Page Two Washington State•Energy Code :1. Please show how U values for the proposed design were achieved.: Show the different wall and roof /ceiling types with their respective areas.• Also show that openings were considered.for the U'value of .045. Provide R- values of insulation on the drawings. Please respond to the above comments in itemized letter form and•resubmittwo • .copies of revised drawings and one copy of revised calculations,•as required'. : All.status inquires are to be directed to our receptionist. Sincerely,. .: Bridget Smith BLS:1 cc: MGA 16212 Bothell Way SE #F146 Mill Creek, Washington 98012 .. \ CITY OF TUKWILA 62110 SOUTNCBNTER BOULEVARD, TUKWILA, W IUNGIoN niti September 15, 1989 Michael Glanz, Architect 16212 Bothell Way S.E. Suite F -146 Mill Creek, WA 98012 /BONE u 1206) .122 1, :i +0 Gury L. l iinIu.•n, Mayor RE: State Farm Building Permit File (CN 89 -155) Planning Division Permit Review Dear Mr. Glantz: It is my understanding that significant site plan changes are required to satisfy Public Works requirements. The following Planning changes should be incorporated in coordination with Public Works requirements. Revised plans should be submitted to the Building Division and will be subject to additional Planning review. All changes should be clouded and dated. Planning Conditions for Approval 1. A headlight glare screen shall be placed along the parking perimeter. This screen is to be composed of shrubs or a combination of berm and shrubs, which will be a minimum 36" high and form a solid dense screen at planting. 2. The front berm and landscaping at the island between the two entrances shall be modified to maintain the general planting pattern, but making these plantings visible from the road per the BAR presentation. The berm should be'retained and the plantings brought forward to rest on the road oriented slope. This would provide modulation of land form as well as an attractive planting bed to accent the foreground of an otherwise standard commercial building site. 3. Concrete color shall be specified. The BAR presentation reflected a very light earth tone. 4. Pines at the north entry and along the western perimeter should be relocated or eliminated to reflect near -term road construction, and the planting of boulevard trees along the eastern easement edge (i.e. London Plane 35 ft. o.c.). Michael Glantz September 15, 1989 Page 2 The . glazing contractor shall submit a letter, certifying that only exterior building glass with less than a 20% reflectivity has been used on this building prior to issuing a final building permit. There are three signs shown (2 wall and one monument). One sign must be eliminated since only two are permitted. Please feel free to contact me at 433 -1858 if I can be of any assistance. Vernon Umetsu Associate Planner TO: FROM: DATE: SUSJICT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20MI 433.1800 Gary 1. Vanousen, Mayor MEMORANDUM �r Otivi Lta, latu_ Q) (144 I 'UAk 11I, la Sa aficitt Fa/Lrrr yhi,4 -lam %1 Cif r�6/ ‘L-neAL Azathig joiacd- yen', it/el (4/ v i4 ,0 y ou lateudVD, .1024 -4'/ J 48/� r?UTre iv ity k2,v, 1 1$5" Cc�.� (10 /T2.MEMO) TO: PROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Gary L. VanOusen, Mayor MEMORANDUM & dew tz,*/-uv4 .I ) ,JJ244 2a,uxi 819-16-5-: 4- (Oct& tAW /i'e-to -- 1 l8 S' 116e, • G % 11 g q , 'We, o a, lQJ- ) X49 L4/a.w ().v Fir- �' - - C,r�J�u . Lfl Ci4 otivoi -1c) UL ku,c,404/e/49 902, et. &? �. �� Crn� cii,•c� l i ��.�c�� _ L --e 4 . (10 /T2.MEMO) +2064861309 MGA ARCH AND PLANN' 6 031 P02 Olive 41 amide Ca 011104011(r M TTIIm HI 1 vutive Sen tde•King Cow* Deportment of Public OW* Bud Nicole M.D.► M WILA4, Director August 14, 1989. T0: Mike Blanz • FROM; Steve Curry 6 G e' Re; State Farm Insurance Project AUG 14 '89 12:47 In regard to the State Farm Insurance building near the abandoned Tukwila land- fill, we were informed that the building is to be built on the opposite side of the river from the landfill, This being the case, the Health Department has no obligation to less restrictive methane gas protection for the building. The river is an effective barrier to gas migration. If you have any questions, please contact Stave. Curry at 296 -4830. SCsvm 'CO Tukwila Building Department �_.�___..._■ u_-art. .A■ Lr.NI.,W...u. O...ds. w.. 4i% bw.. YIM &2M IIMIA1911 +2064861309 DATE: b /4-f61 TO: +• " -_.w ..0 MGA ARCH AND PLANN'G algaarchitecture 'and planning 16212 Bothell Way SE #F146 MILL CREEK. WASHINGTON 98012 031 P01 AUG 14 '89 12:47 .MCA PROJECT # : &MU TOTAL NUMBER OF PAGES �% COVER SHEET INCLUDING FACSIMILE COVER SHEET FIRM: '1 4 11, ' &. WI FAX #: TELEPHONE# DESCRIPTION: TIME: FROM: FIRM FAX#: 4806 - J 69 (2o) e TELEPHONE#: 4840 r'I I (2c.) ❑ IF THIS BOX IS CHECKED, PLEASE FAX BACK TO CONFIRM RECEIPT OF THIS FAX. IF YOU WISH A HARD COPY MAILED, PLEASE CALL OUR OFFICE IF YOU WISH ADDITIONAL INFORMATION PLEASE CONTACT SENDER RESPONSE AREA DID YOU RECEIVE THIS MESSAGE GARBLED? IF SO, CHECK THE BOX BELOW AND FAX BACK, WE WILL RESENb, ID THE ABOVE FAX WAS RECEIVED GARBLED. PLEASE REPEAT FAX. • City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Gary 1. VanDusen, Mayor • TO: FROM: DATI: SUUJUCT: MEMORANDUM Q -C Fal/Y1 &(')tL1, y' -1 / ^gQ Fns meiah c aptly /Ha A 14 7\ie t.to "Wd.i./721 tele- i-e,tteds `'ab'z L 4X c „j(pc6'( .r_, _I • / a (7))4 1,14.5 Xeir t>tf_i ( cruZJ J -6 y0 Zvi Li-di 40 Gina f (4L(U ceiga, arkt, b;q9, &11Z4126-ti blA • c � 10 (10 /T2.MEMO) June 30, 1989 Duane Griffin Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Re: State Farm Insurance South Seattle Service Center Dear Mr. Griffin: We have just been made aware while submitting plans for plan check, that mitigation for methane intrusion may be required for this project. Should it be discovered, after a study submitted by the applicant identifying the actual distance from the old landfill that the building lies within the 1000 foot mark, methane mitigation measures will be designed and submitted to be reviewed along with the plan check process as required by the City of Tukwila. We understand that the information was presented at the pre - application meeting, during the Board of Architectural Review and SEPA process and at other times, but we did not recieve the information until today. We understand that the plan review process will be held in abeyance until this issue is resolved. Sincerely, Nk Michael Glanz Architect MGA Architecture 1 anni ng cc: Paul Marsh Jerry Herman CRY O1 F 1U010 LA JUN 3 0 1989 fir mgciorchit eaure and planning Michael Glanz, Architect 16212 Bothell Way SE #F146 Mill Creek, Washington 98012 (206) 522 -6125 (206) 486 -6134 LETTER OF TRANSMITTAL DATE `..., � , 0 ATTENTION PROJECT NOo88a / t..4. G e*p rile? 1 RE��A T_ � 7'v e.oloo? . P' .94014 r 4 Zia , l ?,an u c_ ate 4471/021, (2 e12. . 1(49 F J3 -- Please find attached. ` / g Vi_Prints 0 Originals - Specifications ❑ Copy of letter ❑ Change order El Shop drawings ❑ Samples ❑ COPIES PATE NO. DESCRIPTION Z.� c. a -Cow GG '- g7 a I( G V i -ropa p /�/ -- s1/12 -Vf4' to if s & 11- b ' ?- Comp Ao 1 Eifiileite. OtAli fiv61 rmo y ( 1 ' '19 .4r agesrA fivt44-1- ail& A) ST4WIr .� ,.iii r ft6/ti El For approval gFor your use XAs requested or review and comment ❑ FOR BIDS DUE o`. - tc/Arsi1. owe g4 G6r ed/ a ip e.mv € - P 3Gx* s's &5 ❑ Reviewed ❑ Reviewed as noted ❑ Returned for corrections ❑ Return ❑ Resubmit copies for review ❑ Submit copies for distribution corrected prints ,�d p,�GtILDI� 7a 19 El PRINTS RETURNED AFTER LOAN TO US REMARKS f pteop `atrA. vs4, -&N? A- /7/-tc.ItTto I - rPM'kite. pIZoJ6 AePi J# 1 — rwit,e7 COPY TO i rt u A+rr� AQ P 7. �J • k RECEIVED CRT OF TUNA ,A JUN 3 0 198 IGNED: . ,•.:t: ff enclosures are not as noted, kindly notify m `acJ he �i � �rcn pitecturlanning .Legal „Description. All that certain real property situate in the City of Tukwila, County of King, State of Washington, and being more particularly described as follows: Commencing at Highway Engineer's Station P.O.T.• (2M) 127 + 75.0 on the 2M line shown on the State Highway map of primary State Highway #1 (SR 405) Green River Interchange, sheet 2 of 4 sheets, established by Commission Resolution' #1192, February 19, 1962;thence, Northeasterly at right angles to said 2M line N 30 °27'06 "East a distance of 284.88, feet; thence tangent to the preceding course along the arc of a curve 8o the left having a radius of 300.00 feet and a central angle of 08 19'06" an arc length of 43.56 feet; thence tangent to the preceding curve North 22 08' 00" East, a distance of 309.43 feet; thence North 63 59' 57" East, a distance of 60.00 feet, to a point on the Northeasterly line of Southcenter Boulevard• as conveyed to the'City of Tukwila, by Deed recorded October 29, 1974 under Auditor's File 7410290105 and the TRUE POINT OF 'BEGINNING of the parcel to be described herein; thencs North 63° 35' 49" East, a distance of 293.37 -feet; .thence South 26 24' 11" East, a distance of 354.91 feet; thenc8 South' 72° "08' 52 "' West, a distance of 27.06 feet; thence.So8th 72 18' 44" West a distance of 95.05 feet; thence South 64 02' 45" West, a distance of 114.11 feet; thence South 58 26'.46" West 118.30 feet thence South 47° 20' 49" West, a distance of 279.23 feet; thence North 59° 32' 54" West,'a' distance of 131.55 feet, to a point on the Southwesterly line of SouthCenter Boulevard; thence along the Southwesterly' line of SouthCenter Boulevard the following courses and distances.; thence North 30 27' 06" East, a distance of 106.52 feet thence along a curve to the left, with a radius of 30.00 feet, an arc length 8f 47.91 feet, and a central angle' of 08 19'` 06 "; thence North. 22 .08' 00" East, a distance of 223.43 feet; thence along a curve to the right, with a radius 8f 50.00 feet, an arc length.of 2.3.17 feet, and a central angle of 26 32' 41 "; thence North'48 40' 41" East, a distance of 41.18 feet; thence along a curveto.the left, with a radius of 68.00 feet. an arc length of 78.20 feet, and a central angle of 74 40' 44" and THE TRUE POINT OF'BEGINNING, and - containing 4.223 acres of land. RECEIM CM OF TUKWILA JUN 3 0, 1989 i • • TEAM ENGINEERING, INC. ied WALLOW RD. E / FIFE, WASMINGTON N424 WASHINGTON. STATE ENERGY CODE COMPLIANCE CALCULATIONS PROJECT: 5 TA 1' E FA R M O F F I CE 60, CTIP • bL v o £ li rr-n UP 05A AVE. C1. TUKttJ/LA 614/09sN- _BUILDING SIZE: 2Z 222 s,F _._ROOF :_ METAL OEc+ J6 /?idt r�) R - 24 WALL: I1/4-AWIV E . R 1200 GAStee-r WALL SYS.) R-22. CRY OP 11IMLA� JUN 3 01989 PREPARED BY :IM SALL,ARt SW.s .4% ro• wasti%' .9 �„ • PHONE: et •, 9 21837 a a "".c., ' °f4 66imwc ma'a BUILDING ENVELOPE HEAT LOSS BUDGET CALCULATION FORM JOB: STATE FARM CFFI BUILDING GROSS SQ. FT. BUDGET (PER ENERGY CODE) ASSEMBLY TA g!_t U VALUE AREA (SQ. FT.) 221 U x A MALL .25- '3 Z .; / 7: 1 CEILING /ROOF , v3S` rap3 /S p 4- , FLOOR . 043 1'3 3 1 (n F VALUE LENGTH (FT.) f x L SLAB PERIMETER' 4, BUDGET TOTAL 1403 PROPOSED DESIGN ASSEMBLY U VALUE AREA ($Q. FT.) U x A WAL -.L_ I ,045 3, 2.3/- .7 ,r5 ' GEILIN6 Ray . 043 1'3 3 1 (n 'P•iZ I • • f VALUE I LENGTH (fT.) f x L •`. SLAB PERIMETER' '345 a. (l ! I' +2$ PROPOSED TOTAL To meet the Coda, ths Proposed Total must be no greater then the Budget Total. *Optional It permitted by Buildup OttIclal BW- 3 *.*********************************** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************************** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** * ** * ** ^AL O A D D E S I G N A N A L Y S I S * ** * ** * ** * ** by C.D.S. SUPPORT GROUP * ** * ** *** *******************************.******* * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** *************************************** * *f * * * * * * * * * * * * * * * * * * * * * * * * * * *. STATE FARM TUKWILA MIKE GLANTZ TEAM ENG. Weather File Code: Location: Created by: Latitude: Longitude: Time Zone: Elevation: SEATTLE SEATTLE,WASHINGTON Trane Co. 47.7 deo 122.3 deo 8 19 Summer Clearness ess No: . 95 Winter Clearness No:' .95 Summer Design Dry .941b: 82 Summer ..Desi.gn :Wet Bulb: 66 Winter "Design 'Dry,,,.8ulbs 22 Summer Ground"Reflict Winter Ground Reflect Cooling Months Simulated: Jul through Aug Cooling Load Method'2: 1985 ASHRAE CLTD /CLF (TFM) Time /Date Program Runs .0 :46:37 Dataset Name: _r,` STATE .•► * *•+•r it L'L16TCJrriER DIRECT SERVICE N �lr•. * •t *•►•' • V t)...•c c; ekc] �isive usi.e by: C. SUPPQRT GROUP PAGE ] . Y S T E M S' U M M A R r Syst Air Quantities X11 OACfrn Cooling 'Heating Tons 1 FPVAV 1275 9030 380 19.6 2 FPVAV 1230 8531 1014 21.3 Totals 2505 17561 1394 40.9 The building peaked at hour 16 month Extrn1 -28.8 -72.5 -101.3 Heating Mbh Vent Reheat .0 .0 .0 -61. 1 -59.0 -120.1 Total -89.9- -131.5 -221. 4 7 with a capacity of 40.9 tons Z D N E S U M M A R Y Zone * Description 1 2ND FL "C 2 1ST FL N 3 1ST FL C Sys 1 Totals 4, 2ND FL E 5 2ND FL S 2ND FL W 2ND FL N 8 CONF 9 .LUNCH 10 VEND. 11 1ST FL W Sys 2 Totals �rG 7 ZnCfm 5175 2021 1845 9041 Cooling Cfm/ SADB Sqft '58.6 .75 58.6 .90 58.6 .75 1000 56.0 .91 2660 56.0 1.48 2445 56.0 1.72 834 56.0 1.39 812 56.0 1.35 715 56.0 1.43 741 56.0 1.85 820 56.0 1.03 10027 Coil Mbh ZnCfm 147.6 ' 94 50.7 215 43.7 70 242.0 379 29.5 171 68.6 '55 65.8 213 23.1 101 26.9 80 24.9 75 19.2 8 23.8 109 281.7 1012 Heatinc Cfm/ SADB Sqft 125.0 .01 125.0 .10 125.0 .03 125.0 125.0 125. 0 125.0 125.0 125. 0 125. 0 125.0 . 16 . 14 . 15 . 17 . 13 . 15 . 02 .14 Total Mbh -52. 6 -26.6 -10.5 -89. 9 -19.4 -29.2 - 24. 0`�• - 10.8, -16. 6 -16.2 -a.2 - 13.2 -131.5 4 • 4 44 *7 I L .N DI mt.L., t4L- -..- :..r.e),clusive use by: C. D. S. SUPPORT GROUP PAGE a PEW SPACE CL O AIDS • Time . OA Zone of Pk Condition Room Sens Btuh/ Space Totai * Description Mo/Hr DB/WB/OAW DB & Lat Sp Ft Sens Latent 1 2ND FL C 7/15 82/65/ 70 75 147644 21.4 94876 22891 2 1ST FL N 7/17 80/64/ 65 75 50684 22.6 37059 5696 3 1ST FL C 7/17 80/64/ 65 75 43395 17.6 33825 2680 Sys 1 Sum-ofthe-Peaks Totals/Averades---> 241724 20.8, 165761 31268 Block FPVAV 7/17 80/64/ 65 74 234150 20.2 163708 28481 Zone Totals 4 2ND FL E 7/ 9 69/55/ 45 75. 25784 23.5 21192 1737 5 2ND FL S 8/11 73/58/ 51 75 68588 38.1 56371 6 2ND FL W .8/15 80/64/ 65 75 65795 46.4 51814 :::-C; 7 2ND FL N 7/17 80/64/ 65 75 23082 38.5 17682 1928 8 CONF 7/17 80/64/ 65 75 26890 44.8 17210 9 LUNCH 7/17 80/64/ 65 75 24935 49.9 15155 :77:: 10 VEND. 7/15 82/65/ 70 75 19150 47.9 15716 864 11 1ST FL W 8/16 80/64/ 65 75 23801 29.8 17376 3085 Sys 2 Sum-of-the-Peaks Totals/Averapes---> 278028 38.5 212520 2745E Block FPVAV 7/16 81/65/ 67 75 255617 35.4 180736 33526 Zone Vent-ilation Infiltration Pulldown-- * Cfrn Sens, Latent TD Cfm Sens Latent TD Sens TD 1 900 .7024 3391 7.0 0 0 0 .0 0 .0 2 255 1421 171 -5.0 0 ,0 0 .0 0 .0 -7 120 :;668 80 . p. 0 0 0 0 .0 0 .0 3 Pk 1 1275 9114 3643 6.4 :.0 0 0 _.0 0 .0 Bk 1 1275 7107 856 5.0 0 0 0 • .0 0 .0 4 150 -1003 -1512 -6.0 0 0 . 0 .0 0 .0 -1 225 -501 -1234 -2.0 0 0 0 .0 0 .0 6 180 1003 727 5.0 0 0 0 .0 0 .0 7 75 418 303 5.0 0 0. 0 .0 0 .0 8 leas., 1254 909 5.0 0 0 0 .0 0 .0 9 225 1254 909 5.0 0 0 0 .0 0 .0 10 30 234 214 7.0 0 0 0 .0 0 .0 11 120 668 485 5.0 0 0 0 .0 0 .0 Pk 2 1230 )3328 802 2.4 0 0 0 .0 0 .0 ) Bk 2 1230 'sees 6878 6.0 0 0 0 .0 0 .0 ++.****** CUSTOMER'D1RECT SERVICE NETWORK * * * * ** ** V 6. O F,i r•, e> c,1 us i ve', use by: C.Iimp. SUPPORT GROUP PAGE 4 P E A K H E A T I N G L O D S Zone ?k Description 1..2ND FL C 2 1ST FL'N 3 1ST FL C Time OA of Pk-, Cond i t i on Room Sens Est uh /. Space Tot a 1 Mo /Hr .:DE{ /WP /OAW DE. & Lat ' Sq Ft = Sens Latent 13/24 22/ 0/ ' 0 .;65. . -52611 , -7.6 =6315 0 13/24 .22/ 0/ 0 -26785 -11.9 14414' 0 13/24 22/ 0/ 0 65 -10529 , -4. 3 -4739 0 -89926 , -7. 7, -25469 0 Zone Totals Sys A Sum -of -the; -Peaks Totals /Averages - - -> 4 2ND FL. E `:.13/24" 22/ 0/ 5 2ND FL' S. 13/24 ,'22/ 0/ f6 2ND FL W : .13/24 .: '22/ • 0/ 7 2ND FL N _ °13/24 :: •x`22/ 0/ • •8 CONE, ;:13/24 :22/ 0/ 9 LUNCH ; , :,;;1.3/24 ''22/ O/ 10 VEND. .13/24 22/ 0/ !1 1ST FL W '!3/24 22/ 0/ 0 65 Sys 2 Sum -of- the- Peaks,'Totals /Averages - - -), O x;65 -19422 • 417.7 -11451 O ' 65• 29161 -16.2 - 17096 O ;.65 -23963 -.ib.9 143121 • 65 -10823 =18.0 O `65 ' ti -16553 -27.6 -5362 O " 65 16191, . -32.4 5023 O ' 65 -2181 ' -5.5 ' -13186 -16.5 • -7307✓ - 131484 -18.2 -67873 0 U C0 0 0 0 0 0 0 U : - ,:,r. exclousive use by: C.D S Y S HR--) 1 2 Jul AM 9.0 5.5 PM 78.4 83.1 Aug AM 4.7 1.6 PM 73.5 77.5 Ht g AM 100.0 100.0 PM .0 .0 . SUPPORT GROUP 1 SAP A C E L O A D 3 4 .0 96.8 .0 89. 3 100.0 2.4 89.9 . 0 83.8 100.0 . 0 .0 5 . a 100.0 . 0 89.5 100.0 . 0 SYi3 2 SPACE HR-). .1 Jul AM i4.4 PM 84.8 Aug -AM 12.0 PM 86.2 Ht g AM 100.0 PM 47.8 HR-) 1 Jul AM .0 PM 86.6 Aug . AM . 0 PM 78.7 Ht g AM 100.0 PM 30.8 2 3 10.9 7.8 90.4 96.6 8.8 6.0 91.0 95.9 100.0 100.0 47.8 47.8 P R 0 I 6 7 .0 2.2 78.4 64.7 . 0 .0 63.9 53.9 100.0 100.0 . 0 .0 PAGE 5 . L E S (Y) 8 9 10 11 23.0 52.6 61.2 68.2 55.7 48.9 23.2 17.5 18.3 48.1 56.7 63.5 47.1 42.0 17.3 12.4 .0 .0 .0 .0 . 0 100.0 100.0 100.0 L O A D =P R O F I L E S (%) 4. '5 5.9 43.2 100.0 ' .97.9 3.7 . .'' 6.9 97.3 90.9 100.0 100.0 47.8 47.8 S Y S 1 C O I L L 2 _ 3 . 0 .0 92.0 98.4 .0 .0 85.8 89.5 100.0 100.0 30.8 30.8 4 5 .0 .0 100.0 :919.2 .0 .0 92.5 487.8 100.0 100.0 30.8 30.8 S Y S 2 C O I L L HR-) 1 Jul AM .0 PM 86.9 Aug AM .0 PM 84.9 Htg' 1M 100.0 PM 69.5 2 3 4 5 .0 .0 .0 .0 92.8 98.9 100.0 96.7 . 0 ..0 .0 , .0 91.5 '95. 2 -96.2 ..:p8.2 100.0 160. 0 100.0 100.0 69.5 „69.5 69.5. `69.5 • 6 7 9 23.6 33.5 64.3 77.9 '61.6 42.4 17.6 28.5 61.2 66.0 53.7 37.8 100.0 100.0 47.8 72.9 72.9 100.0 O A D P R 6 7 . 0 58.0 .0 44.8 O .0 '44. 3 100.0 47.7 33.6 100.0 47.7 O A D P R 6 7 . 0 8.7 48.6 3.5 X9.6 100.0 76.7 64. 1 .0 .52.0 100.0 76.7 8 50.2 50.7 46.0 44.8'. 47.8 72.9 10 70.2 29.2 68.6 25.4 47.8 100.0 11 75.6 • 23.4 76.0 ,20.2 47.8 100.0 12 73. 8 12.9 69. 1 8. 3 . 0 100. 0 12 80. 3 .18. 5 82. 0 15. 8 47. 8 100.0 O F I L E S ( %) 8 9 10 11 12.9 32.7 7.7 25.2 30.8 47.7 44.9 24.4 39.8 18.1 30.8 100.0 57.1 68.4 • 0 . ..0 "50.0 61.0 . 0 ..,0 30.8..30.8 100.0 100.0 12 78. 9 .0 71.3 .0 30. 8 100.0 O F I L E E ( %) 8 9 55. 3 27.2 51.4 22.3 69.5 100.0 37.2 36. 1 32.6 30. 1 69.5 76.7 10 64.0 11.2 60. 1 7.0 69.5 100.0 11 72.5 5.2 70.0 ..:1.5 69.5 100.0 12 80. 5 . 0 78. 8 . 0 69.5 100.0 4% exc],usi ve use by: C.D.S. SUPPOFn Li L'u►' SYSTEM 1 FaV Space Sens 0 0 8485 27228 -1 248 0 0 35960 Envelope Sksc,lr Skcond Rfcnnd Glsolr Glcond Wlcond Xfcond Infil Total Internal Lights People Mist Part Total Pulldowr, OA Load SFan Heat RFar, Heat Duct Heat Sizing TOTALS 28574 24632 • 841 54047 0 0 73697 90007 Space Latent CLG SPACE LOAD BgIK CHECKSUMS Space Tot RA Exh RA Net % of Sen +Lat Sens Sens Total Total O 0 .00 O 0 0 0 .0C► 8485 4569 -531 12523 5.35 27228 27228 11.63 -1 -1 .00 248 127 -14 361 .15 O 0 .00 O 0 .00 35960 4696 -545 40111 17.13 28574 19049 -2214 45409 19.39 27625 52257 .52257 22.32 O 0 0 .00 841 841 .36 27625 81672 19049 -2214 98507 42.07 O 0 .00 O 0 7964 3.40 10710 4.57 3570 -414 3156 1.35 0 0 0 .00 73697 73697 31.47 27625 117632 27315 -3173 234145 100.00 SYSTEM 2 FPVAV Space Space Sens Latent 0 0 9640 112186 1953 486 -222 . ,0 124043. Envelope Sksolr Skcc'nd Rf cond Glsolr 61cond W1cc'nd Xfcond Infil Total Internal Lights People Mlisc Part Total Pulldown DA Load SFan Heat RFan Heat Duct Heat Sizing TOTALS 18591 23735 13652 711 56689 0 0 CLG SPACE LOAD BLOCK, CHECKSUMS Space Sen +Lat 0 0 9640 112186 1953 486 -222 0 124043 26650 0 26650 0 18591 • 50385 13652 711 .83339 0 Tot RA Exh RA Net Sens Sens Total 0 0 0 0 5191 -626 14203 112186 1953 682 -82 1086 -222 0 5873 -710 129206 12394 . -1499 12394 29486 50385 13652 711 -1499 94234 0 15106 13198 3867 . 0 4399 -532 0 0 % of Total .00 .00 5.56 43. 89 .76 . 42 -.09 . 00 50.55 11.54 19.71 5.34 . 28 36.87 .00 5.91 5.16 1.51 . 00 0 .00 22666 -2741 255611 100.00 exclusive use + . C.D.S. SUPPORT GROUP t FPVPV CLG COIL LOAD Space Space Tot RA Latent Sen +Lat Seas SYSTEM 1 Space Sens 0 0 10398 23461 -106 154 u 0 33907 Envelope Sksolr Skcond Rfcond Glsc'lr Glcond Wlcond Xfcand Infil Total Internal Lights People Misc Part Total Pulldown OA Load SFan Heat RFan Heat Duct Heat Sizing TOTALS 28227 24264 0 742 53233 0 0 73920 87140 SYSTEM Space Seas 0 0 9640 112186 1953 ' 486 -222 124043 Envelope 8 kso l r Skcond Rfcand Glsc'1r Glcond 1Jlcond Xfcond Infil ?atail Internal Lights People Misc Part Total Pulldowr, OA Load SFan Heat RFan Heat Duct Heat Sizing TOTALS 18591 23735 13652 711 56689 0 0 0 180732 0 0 10398 23461 -106 154 0 BLCK CHECKSUMS Exh RA Sens 0 0 5599 -650 76 -8 -659 O 0 O 33907 5675 27625 0 27625 0 28227 18818 -2187 51889 0 742 80858 18818 0 0 3570 0 73920 27625 114765 28063 FPVAV CLG COIL LOAD Space Space Tot RA Latent Sen +Lat Sens 0 0 0 9640 5191 112186 1953 486 682 -222 o 0 O X24043. 5873 26650 0 26650 0 , 18591 12394 50385 .13652 711 83339 12394 0 0 Net Total 0 0 15347 23461 -106 222 0 0 38923 44858 51889. 0 742 -2187 97489 0 11359 i3 8Yo 6- ,/x017 i�1 - 414 •-:51.50) 0 0 732 U -3260 35557 I+014 of Tctt a ] . 00 C .00 6.5E 9.9E, -.04 . 09 . 00 ▪ 00 16.52 19.04 22.03 . 00 . 31 41.39 . 00 4.82 4.55 1.34 . 00 31.38 100.00 BLOCK CHECKSUMS Exh RA Net % of Sens Total Total O .00 0 0 .00 -628 14203 5.5E 112186 43.8S 1953 .76 -82 1086 .42 -222 -.09 O .00 -7.10 129206 50.55 4399 0 0 26650 207382 22666 sy.5,i 4eeeG z.z /G4/ '' - s'�l G z 5 s4446,' Iyc1 oG G -1499 29486 11.54 50385 19.71 13652 5.34 711 .es -1499 94234 36.87 O .00 15106 5.9 l7O 13198 ~ . 5. 16 -532 3867," 1.51 0 0 .00 O .00 -2741 255611 100.00 yS,'z ASS G (1 -7O4i • • 8 4 44.01. roc i z3 Rc'c,rn , Coil Dry Zone SHR SHR Bulb # (F) 1 .83 .84 75.0 2 .87 .89 75.0 3 .93 .93 75.0 4 .87 .85 75.0 5 .92 .95 75.0 6 .93 .93 75.0 7 .92 .92 75.0 8 .78 .78. 75.0 9 .76 .77 75.0 10 .96 .95 75.0 11 .87 .87 75.0 Room Wet Bulb (F) 62. 5 62.5 62.5 61.4 61.4 61.4 61.4 61.4 61.4 61.4 61.4 N E Humid Ratio (GR) 64.8 64. 8 64. 8 59.9 59.9 59. 9 59.9 59.9 59.,9 59.9 59.9 P S Y C H P O I T S Coil Ent r - - -- Wet Humid Bulb Ratio (F) Dry Bulb (F) 7'8. 2 78. 2 2 77.9 77.9 77.9 77.9 77. 9 77.9 77. 9 77.9 63:7. 63.7) 63�T 6d.7 62. 7 62. 7 62. 7 62. 7 62. 7 62.7 62.7 (GR) 65. 2 65. 2 65. 2 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 Dry Bulb (F) 57.5 57.5 57. 5 54. 6 54.6 54. 6 54.6 54. 6 54.6 54. 6 54.6 Coil Lve - - -- Wet Humid Bulb Ratio (F) (GR) 55.1 60.9 55.1 60.9 55.1 60.9 52.6 55.9 52.6 .55.9 52.6 55.9 52.6 55.9 52.6 55.9 52.6 55.9 52.6 55.9 52.6 55.9 Notes: CFM and Coil Capacity Calculations Used the Following Information: Barcimetric Pressure = 29.9 in. Hg Specific Heat = .2444 Htu /(lbm -F) Air Density = .0760 lbrn /cuft C10 SADB (F) 58.6 58.E. 58. 6 56. 0 56. 0 56.0 56. 0 56. 0 56. 0 56.0 56. 0 Partial Pressure = .473 in. Hg Altitude- Corrected Density -Spec Heat Product =_1.1150 Btu -ruin/ (hr -cf -F) e w c j Us i ve use by: C.D.S. SUPPORT GROUP . -- klU1LDING U- VALUES /ARE(' PP.GE Zone U- Values %Wall Zone Zone Description Part •Xflr Skyl Roof Glas Wall to-RA Mass Capac 1 2ND FL C . 000 . 000 .000 .043 .000 .000 .0 20.9 4. 8 1ST FL N .388 .000 . 000 .000 . 500 .044 43.5 86.7 17. 6 3 1ST FL C .388 .000 .000 .000 .000 .044 25.0 93.2 19.0 Sys 1 FPVAV .388 .000 .000 . 043 .500 .044 32.4 49.0 10. 3 4 2ND FL E .000 .040 .000 .043 .560 .045 65.8 24.2 5.5 5 2ND FL S .000 .040 .000 .043 .560 .045 65.8 23.8 5.4 6 2ND FL W .388 .040 .000 .043 .560 .045 65.8 25.2 5.7 7 '2ND FL N 000 .040 .000 .043 .560 .045 65.8 24.5 5.5 8 CONF .000 040 .000 .043 .560 .045 65.8 23.7 5.4 9 LUNCH .388 .040 .000 .043 .560 .045 44.9 29.9 6.6 .10 VEND. .388 .000 .000 .043 .000 .000 .0 23.1 5.3 1' 1 1ST FL W '. .388 .000 .000 .000 .500 .044 35.9 99.0 20. 2 Sys 2 FPVAV .388 .040 .000 .043 .555 .045 56.9 32.9 7.2 Tot /Av .388 .040 .000 .043 .546 .044 45.2 42.8 9. 1 Zane *Duel is Areas 4 ' .Flr^ Zri Flr /2n TotFlr Part . Xflr^ Skyl %Sk Roof Glass %G1 Wall 1 1 1. 6900 6900 0 0 0 0 6900 0 0 0 2' 1 1 2244 2244 180, 0 0 .0 0 459 42 621 �3 1' 1.' 2460 2460 '360 0 0 0 0 0 0 927 Sys 1 ti 11604 540 0 0 0 6900 459 22 1548 4 1' 1' 1098 1098 0 325 0 0 1098 390 62 239 5 1 1 1800 1800 0 325 0 0 1800 585 61 359 6 1 I 1417 1417 135 325 0 0 1427 479 61 294 7 1 1 600 600 0 325 0 0 600 223 62 136 8 1 1. 600 600 0 325 0 0 600 167 62 102 9 1 1 500 500 144 • 325 0 0 500 .139 44 175 10. 1 1 400 400 72 0 0 0 400 0 0 0 1.1 1 1 . 798 798 144 0 0 • 0 0 164 30 376 Sys 2 7214 495 1;950 0 0 6416 2150 56 1683 Tot /Av 18818 1035 1950 0 0 13316 2609 44 .3231 0 v tO '• ► to .* *** * * * * ** CUSTOMER DtCT SERVICE NETWORK * * * * ** `'`** For exclusive use by: TEAM ENGINEERS, INC. T R A N S F E R F U N C T I O N L I S T IN G. 150 - AO A2 BO E i 'B6 E i EC► LAYER DESCRIPTION THICKNESS CONDUCT DENSITY SP HEAT (INCHES) (B /HR -FT -F) (LB /CF) (B /LB -F) OUTSIDE SURFACE RES .00 000 ' 0 .000 '4" FACE BRICK 4.00 .750 130.0 .220 .CODE .4%0 ;A2 60 AIR SPACE RES E1 '3/4" .PLASTER °B6 • 6" INSULATION . El 3/4" PLASTER E0 INSIDE SURFACE RES LAMDA = .518 DELTA = 7 HOURS J •B- COEFFICIENTS 0 .75511330E-06 1 .17472130E -03 2 010883210E -02 3 .49573700E -03 4 .17389450E -03 5 .50612890E -05 6 .13125880E -07 7 .11979750E -11 .00 .000 .0 .000 ■75 .420 ' 100.0 .200 6.00 .025 . 2.0 .200 '.75 .420 100.0 .200 .00 .000 .0 .000 WEIGHT = 56.83 LBM /SF HEAT CAPAC = 12.23 B /(SF -LB -F) D- COEFFICIENTS . 10000000E+01 -. 17162180E +01 . 97032540E+00 - .21426030E +00; . 15785880E -01 - .35165490E -03 . 30419010E -07. -.65007060E-12' RESISTANCE (SF- HR -F /B) . 333 . 444 . 910 . 149 20. 000 . 149 685 U -VALUE = .044 'C -COEF = .244E -02 * * ** *, * * * ** CUSTOMER DIRECT SERVICE NETWORK * * * * * * * * ** For - exclusive use bye TEAM ENGINEERS, INC. T R A N S F E R F U N C T I O N L I S T I N G 151 .,.EOEIB4E1BOB2A0 LAYER CODE _DESCRIPTION -EO INSIDE SURFACE RES ' El .3/4 "PLASTER .., 84 4" +INSULATION El 3/4" PLASTER BO AIR SPACE RES B2 -2" INSULATION AO OUTSIDE SURFACE RES _THICKNESS (INCHES) ..: .00 . 75 .4.00. -.75 . 00 2.00 . 00 LAMDA m .465 DELTA is 6 .HOURS CONDUCT ,DENSITY :.,SP.HEAT 410 /HR-FT -F) (LB /CF) ,i0B 1LB 7F) .000 0 .000 ',.4i40210 .025 '.420 o00 .025 5.7 .000 .0 WEIGHT . 14.12 LBM /SF .HEAT CAPAC gs 2.82 B /(SF -LB -F) J :.S- COEFFICIENTS., ..0 '10726170E -03 1 :.18814630E -02 2 :.18811690E-02 3 '.17170700E -03 4 . 6444320E -06 5 . 62552280E -10 D- COEFFICIENTS . 10000000E +0i - .12012920E +01 . 29304430E+00 - .19087110E -02 . 30582070E -05 :..200 ..£00: . 000 . 200 000 .RESISTANCE .(SF- HR -F /8 ) .685 149 3.333 149 .910 6.667 .333 1.1- VALUE'- .045 ;C =COEF - .404E -02 <:.: STORM DRAINAGE CALCULATIONS FOR SOUTH SEATTLE. SERVICE; CENTER: STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY TUKWILA, WASHINGTON BUSH, ROED,& HITCHINGS, INC. 2009 MINOR AVENUE EAST. 'SEATTLE, WASHINGTON 98102 (206) 323 -4144 BRH JOB NO. 88288.00 JUNE 16, 1989 LOWER ELEVATION !INVERT I J00 N0. Bala& DATE SHEET2.0F3SHEETS J 0 Z o -° -t u 0 a. 0 U. a a. a, MMO N N 03 «5 N N rJ 61 o J" Q' tYj 3w 400-3" 0 03sw vi r4 0 g M 0 . "rr �0d1 .9� O p co cq� of LL tfj M in Mtn V1 la o oo o d ei o 0 — d° ' ? N0 V O N 3 N N u V a v .0 Q_ M In Q a r' tn M O en RAINFALLTI INTENSITY I r oh r o o- cA r OI Z 02 "Z (4 0 o CD co r — .p TIME OF CON- CENTRATION TC 1 MINUTES to ui 11 en try or 6 ■u rJ CO � CO er) r J co I -� it p .9 a .9 - • o 0 IRUN -OFF COEFFIC. C '4. oa' °' 6 o Q a' p o Q' o cr c lit ac G 1v4 1wvWA Lz L" u, „ I-=oao . �� ...... 6o6 — a o ._ v , ' ! � AM •S (n H ”' a N r 9� 4 ) • City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433 -1800 Gary L. Vanousen, Mayor MEMORANDUM TO: 1 l' .� otAt6 1L', ,-.- FROM: 6e -A4q ion, ) DATS: `I5' S'7 SUSJSCT: 1)(Z-I11OJ7C /F&$ eaJes Ctt3C 9s'5- d.) 1735 `Du.ta.e.i (rcm ar 026437 1785-° x ,6 0211/1 t 38, .321/ .201137' x '4 '7.0g 962,12Y_____ �!d rtf\ trvu't Fee 3542, OG • T,thJ' L5"8!L . 5a (10 /T2.MEMO) City of( okwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433.1649 PRE - APPLICATION MEETING ATTENDANCE RECORD FOR STAFF USE ONLY 30 Pre -app File # PRE -APP Q -87 Project Name: State Farm Insurance Meeting Date 10 -22 -87 Time 2:15 p.m. Site Address: Southcenter Blvd. (Fort Dent) Checklist mailed to contact person (date): 11 -3 -87 Initials: BLD STAFF PRESENT NAMES /TITLES PROVIDEDT Duane Griffin, Building Official M Building (433 -1851) Beckv Davis, Permit Coordinator 50 Fire (575 -4404) J u le. s istant Chief pi [) Planning (433 -1849) Rick Beeler, Director; Moira Bradshaw, Assoc. Planner ®Public Works (433 -1850) Ross Earnsty City Engineer Ei ]Parks b Rec. (433 -1847) Don Williams Parks and Recreation Director ❑ ❑Police (433 -1806) ❑ :Other ( - ) ❑Other ( - ) APPLICANT /REPRESENTATIVES PRESENT Contact Person: Name David Parker Company /Title The Castillo Company Inc. Address PO Box 21087, Phoenix. AZ Zip 85034 Phone 602 - 231 -9000 Others Present: Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206)433.1849 PRE - APPLICATION CHECKLIST BUILDING DIVISION (construction) FOR STAFF USE ONLY Pre -app File # ,3c -c,57 Project Name: 54/J.4 /,/4,L; 12_10ir Meeting Date ) / f 7 Time, /5 Site Address: emu , / e, Occupancy Group i5-A CONSTRUCTION INFORMATION [i 1. Comply with the provisions of the Uniform Building Code, 1985 Edition (as amended). 2. Comply with Washington State Barrier Free Code, 1987 Edition. Qr3. Comply with Uniform Mechnical Code, 1985 Edition. Er 4. Comply with State Energy Code. Provide energy calculations stamped by a Washington State Licensed architect or engineer. [r 5. Provide licensed Washington Architect stamp on construction drawings. [l 6. Provide a soils report, stamped by a Washington State licensed engineer. Q 7. Submit structural calculations stamped by a Washington State licensed struc- tural engineer. [r' 8. Obtain building permit. Qr 9. Obtain mechanical permit. Roof top mounted equipment requires structural calculations stamped by a licensed engineer. O 10. Obtain grading /fill permit. O 11. Obtain separate permit for rack storage. Rack storage must be designed for seismic zone 3. A licensed structural engineers stamp will be required for rack storage 8' and over. ET-12. Obtain a sign permit (TMC Title 19). Ef 13. Special inspectors ll wi be required for / (r 14. Notify Building Official of testing lab hired by architect or owner (not by contractor). [r 15. Obtain approvals and permits from outside agencies (see attached misc. and outside agencies checklist). • Electrical permit and inspections through Washington State Department of Labor and Industries, 872 -6012. • Plumbing permit and inspections through King County Health Department, 587 -2732. O 16. King County Health Department must approve and stamp plans for restaurants and food service facilities prior to submittal to Tukwila Building Division. Q 17. Provide plan submittal per requirements on attached plan submittal handout. 11 ilff II )�', i Er 18. ,�l()(' (4� �!&''/i •lea f•( it i �i�y� 4�1�,�t' �) )11, b 7 7 4 w )I u%( (L �l ?i'•11 Q 19. 1162- flj l(t I,�• ?Y'1 iei ���<<� fRei 0 Y1 110A4(1(Pj�r�� a 11 . e 1/A< [j 20. 1 )� iL (41 Checklist prepared by (staff): Date City of fukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7881 (206) 575-4404 PRE - APPLICATION CHECKLIST FIRE DEPARTMENT (construction) FOR STAFF USE ONLY Pre -app File # � Project Name: f7 -., Meeting Date 12 2 " 7Time /4/S-" Site Address: SIC•- / %1%? Occupancy Group CONTRUCTION INFORMATION 1. The City of Tukwila has adopted the 1985 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) Q 2. Fire hydrants will be required. (City Ord. #729) Alk3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a struc- ture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for appro- val prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1141) Q 5. Maximum grade is 15% for all projects. 6. Hose stations are required. (City Ord. #1141) Q 7. A fire alarm system is required for this project. (City Ord. #1327) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. Q 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) ff.c- . 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) Q 10. Buildings utilizing storage of high piled combustible stock will require mechani- cal smoke removal per Section 81 of the 1985 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.301) eil6it, 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 4111151c- 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) j)0 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) Q 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) Q 16. Miscellaneous requirements Checklist prepared by (staff): le::2 Date / 0 - 2 - - 4 7 City of Tukwila PIRI DEPARTMENT 444 Andover Park East Tukwila, Washington 98188.7861 (206) 575-4404 PRE - APPLICATION CHECKLIST FIRE DEPARTMENT (inspections) FOR STAFF USE ONLY Pre -app File 444600 -g 7 Project Name: Meeting Date 10 -zL --4S7 Time i irJ Site Address: Occupancy Group 6-a .5.c, Aid, INSPECTIONS REQUIRED BY FIRE DEPARTMENT I%( 1. Underground fire line from vault to riser a. Thurst block and rodding b. Type of pipe c. Depth of cover d. Flush e. Hydrostatic test f. Fire Dept. approved plans g. Materials and test certi- ficate 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Q 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Q 5. Fire alarm a. Acceptance test b. Fire Dept. approved plans Q 6. Hood and duct inspections a. Installation b. Trip test Checklist prepared by (staff): Q 7. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit [[ 8. Flammable liquid room a. Location b. Fire protection c. Permit Q 9. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Q 10. Fire doors and fire dampers a. Installation b. Drop testing 5c11Fire final . a. Fire Dept. access b. Bldg. egress and occupancy load c. Hydrants d. Bldg. address e. Fire protection systems (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other a. b. c. d. e. . f. 9• Date /0 Z z '' 7 city ofiukwUa PUNNING DEPANTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433.1649 PRE - APPLICATION CHECKLIST PLANNING DEPARTMENT (land use) FOR STAFF USE ONLY Pre -app File #1 pie Project Name:, M b i it -'m Meeting Date 10- '2 -$'f Time d?,' /;5-1D/YiSite Address tej Zoning LAND USE INFORMATION 0-/-1. Compliance with the Zoning Code (Title 18). [[ 2. Obtain the following permits /approvals: (applications attached) _ Boundary Line Adjustment Building Site Improvement Plan Comprehensive Plan Amendment Conditional Use Permit sign Review sign Review- Interurban nvironmental (SEPA) Planned Mixed Use Development cPlanned Residential Development Rezone oreline Management Permit Shoreline Management Per it Rev. VShort Subdivision 0bt�� Subdivision Unclassified Use Variance, for En. Proposed use complies with zoning? �es _ No Q 4. Structure meets setback requirements? 1/Yes — No [I 5. Proposal meetings minimum parking space standards? Yes ,_ No Q 6. Roof -Top mechanical equipment screened? _ Yes — No / O 7. Site plan complies with landscape requirements. S( Yes _ No Q 8. Q 9. Q 10. ----(Far------- O 11. O 12. Q 13. O 14. [I 15. Q 16. C1 17. Q 18. [j 19. [l 20. Checklist prepared by (staff): Date ce)/ 1' < c City of 1lkwila 6200 Soulhcenter Boulevard Tukwde,VVashrng1on96168 PRE- APPLICATION CHECKLIST • Public Works Department 433.1850 PUBLIC WORKS (utilities) FOR STAFF USE ONLY Pre -app File # 36 -P7 Project Name: Meeting Date w�2 2— Time 3;d 7 Site Address: ./C g L CONSTRUCTION INFORMATION Q 1. Obtain the following permits: Channelization /Striping /Signing Curb Cut /Access /Sidewalk Excavation (public) Fire Loop /Hydrant (main to vault) A Flood Zone Control Hauling (2,000 Bond, Cert. Ins.) x Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) _ Water Main Extension (public) -4R Water Meter (exempt) .1 Water Meter (permanent) Water Meter (temporary) Other Q 2. Water and sewer assements may apply and will be determined during the utility plan review process. 0 3. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. CJ 4. Provide traffic analysis for: 0 5. Provide developers agreement for: Q 6. Provide Hydrological- Geotechnical analysis. [I 7. Review traffic study prepared by 0 8. Provide plan submittal per requirements on eta hed plan submittal handout. 521 9. .c:1. eta ,l O 10. O 11. Q 12. Q 13. O 14. Q 15. C1 16. Q 17. Q 18. [[ 19. [l 20. Checklist prepared by (staff): Date PRE-C. PLICATION PROJECT SUMMARY FOR STAFF USE ONLY Pre - application File iiOre- tp.O' d'87 Date Received: W-15-87 Meeting Date /b- a?ol-6'l Timeer2,'/a5-10, 'in • 1. PROJECT INFORMATION Project NameService Center for State Site Address arm Description of Proposal A service r' center building w /automobile evaluation drive -in garage area Acreage of Site (gross) 4:42 AC Anticipated Period of Construction: FromApr. 1988 To Dec. 1988 Will project be developed in phases? •Q Yes E]No If yes, describe Identify existing easements on site: See site plan. 2. BUILDING INFORMATION Total Building Square Footage 15,873, Type of Construction 111 -N (1985 UBC) Please indicate the square footage of each floor, broken down by building use(s): BUILDING USE AND OCCUPANCY CLASSIFICATION 1st Floor Maims Ottic / B -2 Automobil P • EvsLink& / B -1 2nd Floor SQUARE FOOTAGE 14,529 1,344 TOTAL 15,873 TOTAL 3rd Floor / TOTAL (For additional floors please fill out another sheet) Storage or use of flammable, combustible or hazardous materials on premise or area of construction? ❑ Yes O No If yes, explain Number of parking stalls proposed: Regular 130 Compact - - Handicapped 2 3. APPLICANT Contact Person David Parker Company The Castillo Company, Inc. Address 2.0. Box 21087 Phoenix, AZ Zipp5tru, Phone# (602) 231 -9000 Prepared by: Date October 13.1 987 PRE -k- PLICATION PLAN SUBMITTAL CHECKLIST Pre - application plans should contain the following: Q 1. Vicinity map Q 2. Site plan (drawn to scale), including dimensioned property lines and iden- tifying the following: Q Building setbacks from property line Width of any adjacent public right-of-way(s) Designated landscape areas Q Easements (including railroad, Puget Power, etc.) Parking layout Q Truck loading area designations 0 Access points and traffic circulation pattern Q Footprint of existing and /or proposed structures Significant natural features (water, slopes, vegetation, etc.). Q Identify sites proximity to river environment if less than 1700 from river Q Topography map (for slopes over 15 %) 3. Building layout, identifying the following: Q General layout Q Exits and exiting pattern Q Uses and dimensions of all spaces 1 (Please check the appropriate boxes identifying what was included on your plans, and attach checklist to your pre - application submittal.) The Castillo Company, Inc. 2345 E. University Drive P.O. Box 21 067 Phoenix, Arizona 85034 (602) 231 -9000 October 13, 1987 FEDERAL EXPRESS Ms. Becky Davis City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Re: Proposed Service Center Site South Seattle, WA (SEA) Dear Ms. Davis: Please find enclosed 7 copies of the following drawings: 1. Site Plan With Vicinity Map 2. Building Floor Plan These drawings are conceptual in native and reflect our proposed project to be located in your city. I am also enclosing a photograph of a colored rendering of the building prototype, the pre - application submittal checklist and the pre - application project summary form. To reconfirm: We are scheduled to meet with your Development Review Committee at 2:00 pm on October 22, 1987. If this is not the case or if you require additional information, please call. skc. Enclosures cc: Jim eeemer Sincerely, THE CASTILLO COMPANY, INC. David Parker Architect •�na ���±,� fb;i4,;%'w'7iYi.iYl'7Sy: ?';YY c.. G. �i'�7�'.+L�Sx��tiv�v,*„�•• °-��Y� e'e x: �r�l1: �v�} ��' �:�:a:t'�rM^tis!"�::r��'�'"X�I. �+�,�,, �'�.'. is . Consulting Engineering 0 Development 0 Real Estate JOB SVERDRUP & PARCEL Sr"?rE F,'k`?1 COMPUTATIONS FOR___ fek% /4/4' de/CF / d.A 0oo1.-/NG SHEET NO. DATE 1a BY / OF CHKD r F:71 \111/' r_ 7 ,:,,.., i OCT 1 81989 MAHAN &DESALVO INC. • JOB SVERDRUP & PARCEL s_7'f17'_f Frign' COMPUTATIONS FOR SHEET NO 3 DATE BY OF CHKD SVERDRUP & PARCEL JOB • COMPUTATIONS FOR SHEET NO 9 OF DATE SY CHKD • • • SVERDRUP & PARCEL JOB COMPUTATIONS FOR ` SHEET NO � OF DATE BY .T •611).. • • TEAM ENGINEERING SOLITM ALASKA 0 lACOMA. *ASMINGTON MOO PHONE 00S$ 7723143 ELEMENT: F?O 0 F' 514=14c I Nis CEr rtet4 L e5 rA-4- p►IT RavF PlErlara4NM ;24&)2 1 %6u LA m t4 Material Thickness Inches R /in Thickness R Value 1 Solid R Value Csv!ty pie .G/ /i 4. _ j or. Sal . /Z- . , y.5.' �i5- ,D ),..t/_5(..) c. ' 3 2 l .5-0 t lab, i= & •94./E — I .33 0 • • SUMMATION R VALUES 235,/ yt . U - 1/4 I D C/ 3. U Value for Element (Avg.1 Area of Element` • Area of Element is net area after openings such as doors, windows and skylghts have t,,!Pm ,;uhtractrd. * * * * * * * ** CUSTOMER DIRECT SERVICE NETWORK * * * *e * * * * *'• For exclusive use byt TEAM ENGINEERS, INC. T R A N S F E R F U N C T I O N L I S T.I N G . 151 - EOE1B4E18082A0 LAYER CODE EO El .B4 DESCRIPTION THICKNESS CONDUCT DENSITY SP HEAT (INCHES) (B /HR- FT- F)'(LB /CF) (B /LB -F) INSIDE SURFACE RES -.00 .000" .0 .000 3/4" PLASTER .75 420 100.0 .200 4 "INSULATION 4.00 .025 2.0 .200 E1 3/4" PLASTER ..75 .420 100.0 .200 BO AIR SPACE RES .00 .000 .0 .000 B2 H 2" 'INSULATION 2.00 .025' 5.7 .200 AO OUTSIDE SURFACE RES .00 .000 .0 .000 LAMDA = .465 :DELTA • 6 HOURS J B- COEFFICIENTS 0 .10726170E -03 1 ,18814630E -02 2 .18811690E -02 3 .171.70700E -03 4 .86444320E -06 .62552280E -i0 WEIGHT =. 14.12 LBM /SF HEAT CAPAC • 2.82 B /(SF -LB -F) D- COEFFICIENTS :10000000E +01 - .12012920E +01 . 29304430E +00 7 .19087110E -02 . 30562070E -O5 RESISTANCE (SF- HR -F /B) .665 .149 13.333 . 149 .910 6.667 . 333 U -VALUE _ .045 C-COEF • 404E -02. * * * * ** CUSTOMER DIRECT SERVICE NETWORK * * * * * * * * ** cr exclusive use by: TEAM ENGINEERS, INC. T R A N S F E R F U N C T I O N L I S T I N G 150 - AO A2 BO E1 B6 El LAYER ,CODE A0 A2 EEO El B6 El E0 DESCRIPTION OUTSIDE SURFACE RE 4" FACE BRICK AIRSPACE RES 3/4" PLASTER 6" INSULATION 3/4" PLASTER INSIDE SURFACE RES LAMDA = .518 DELTA = 7 HOURS J B- COEFFICIENTS O .75511330E -06 1 •.17472130E -03 2 .10883210E -02 3 .99573700E -03 4.. .17389450E -03 5 .50612890E -05 6 .13125880E -07 ..11979750E -11 EO THICKNESS (INCHES) 5 .00 4.00 .00 .75 6.00 . 75 .00 CONDUCT DENSITY SP HEAT (B /HR -FT -F) (LB /CF) (B /LB -F) .000 ` .0 .000 .750 130.0 .220. .000 .0 .000 .420 100.0 .200 .025 2.0 ..200 .. 420 100.0 .200 .000 ' ' .0 .000 RESISTANCE (SF- HR -F /B) .333 . 444 . 910 . 149 20.000 . 149 .685 WEIGHT = 56.83 LBM /SF U -VALUE _ .044 HEAT CAPAC = 12.23 B /(SF -LB -F) D- COEFFICIENTS .10000000E +01 7.17162180E+01 ..970322540E +00 - .21426030E +00 .15785880E -01. -. 35165490E -03 .,30419010E -07. -. 65007060E -12 C -COEF = .244E -02 I TEAM ENGINEERING, INC. /AN WILLOW 110 E / FIFE. WAPANGTON 11424 WASHINGTON. RE@EINE STATE ENERGY CODE AUG 1 8 198 COMPLIANCE CALCULATIO'NAN & DESALVO, tNC. • D PROJECT: STATE FARnn OFFICE 60, Crlc'. ELV D f Iurr-rQUPMAW AVE?�. rUKr,�rt -A 'IA/fsH• '_ .BUILDING SIZE: 2Z, 222 S;F .ROOF: _, M Er Ai - DE-c NG r ) R- 24- WALL: ,KAvVNEE.R 1200 6ASKE`T WALL SYS.) R- 22 an o, w . eip Y� ,N.... \H 1, WASIyj •ti'e EE JUN 3 0 1989 4w ,,, "�•S ; SUMO • S�, , ,, I q .u1 . >s4 •.,21837 ' ciir>:A�•f4,�,t : PREPARED BY: + i,m SALL.ARa ise :Yiefil"0;: 41%.Oe400.°° PHONE: 2o(0 - zz6 - 76 3 •Z me I VII b b,, BUILDING ENVELOPE MEAT LOSS BUDGET CALCULATION FORM JOB: STATE FAR M GFFICE BUDGET (PER ENERGY CODE) ASSEMBLY BUILDING GROSS SQ. Ft. TA gLE 4 VALUE AREA (SQ. FT.) 22).�ZZ. U x A MALL ,2S Z I i A 1. CEILING /ROOF •v35 t' 3 /Lo 4 . Co FLOOR 1 F VALUE LENGTH (FT.) F x L SLAB PERIMETER* 4 BUDGET TOTAL 1 40 3 PROPOSED DESIGN ASSEMBLY U VALUE AREA (Q. FT.) U x A Vs./,41.—L 1 045 3231 -I' 5 CElLINGR00J a43 1 1131 31C� X5 72 i F VALUE 1 LENGTH (FT.) F e L SLAB PERIMETER' 15,4 } -37.. R__ 1 1 1 PROPOSED TOTAL 1213 , To meet the Code, the Proposed Total rust be no greater than the Budget Tots'. notional (f Permitted by Bulfding Official *******************•**•***************** * * * * * * * *** * *** * * * * * ** * * * * * * * *** *•************************************ * * * * * * * * * * ** * * * ** * * * * * * * * * * ** ** * ** .L 0 A D D E S I G N A N A L Y S I S S * ** * ** by C.D.S. SUPPORT GROUP * ** * ** * e************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** e* e* e**** 4************************** * * * ** * **** * * * * * * * * * * *e* * * * * * * ** STATE FARM TUKW I LA MIKE GLANTZ TEAM ENG. Weather File Code: Location: Created by:. Latitude: Longitude: Time Zone: Elevation: SEATTLE SEATTLE, WASHINGTON Trane Ca. 47.7 deo 122.3 deg 8 19 Summer Clearness No: .95 Winter Clearness No: .95 Summer.Desiyn Dry Bulb: 82, Summer Design Wet Bulb: 66 Winter ;Design Dry 6ulba, 22 Summer Ground Reflect • Winter Ground Reflect 20 .20 Cooling Months Simulated: 'Jul through Aug Cooling Load Method 2: 1985 ASHRAE CLTD/CLF (TFM),. Time /Date Program Run: :`0:46 :37 12/ 1/88 Datasst Name:. STATE . f # •# •*•1 - LUST O'Yic. tt DIRE' r - Vie;: NE II,Ji.mh **r. *.,* 4, e>;cl,usive rise by C.D.S. SUPPORT GROUP S Y S T E M Syst Air Quantities OACfm Caolina Heating 1 FPVAV 1275 9030 380 2 .FPVAV 12230 8531 1014 Totals 2505 17561 1394 The building t,. PAGE. S U M M A R Y Tons 19. 6 '1.3 40. 9 Extrnl -28.8 -725 -101.3 Heating Mbh Vent Reheat -61.1 .0 -59.0 .0 -120.1 .0 Total -89.9- -131.5 - -cc 21. 4 peaked at hour 16 month 7 with a capacity of 40.9 tons Z O N E S U.M M A R Y Zone .11 Description 1 2ND FL C 2 1ST FL N 3 1ST FL 'C Sys 1 Totals 8 9 10 11 2ND FL E 2ND FL S 2ND FL W 2ND FL N CONF .LUNCH VEND. 1ST FL.W Sys 2 Totals ZnCfm 5175 2021 1845 ) 9041 0: 1000 '*;.7 2660 2445 834 812 715 .741 820 > 10027 Cooling Cfm/ Coil SADE Sqft :Mbh ZnCfm 58.6 .75 147.6 94 58.6 .90 50.7 215 58.6 .75 43.7 70 242.0 379 56.0 .91 56.0 1.48 56.0 1.72 56.0 1.39 56.0 ' 1.35 56.C) 1.43 56.0 1.85 56.0 1.03 29.5 68. 6 65. 8 .c3.1 26. 9 24.9 19.2 23. 8 281..7 171 255 213 101 80 75 8 109 1012 HI ait ing Cfm/ SAD) 5gft . 01 . 10 125.0 125.0 125.0 125.0 125.0 C 12J. t.! 125. 0 125.0 125. 0 125. 0 125. 0 . 16 . 14 . 15 . 17 . 13 . 15 . 02 . 14 Total Mbh -52. 6 -26. 8 -10. 5 - 89. 9 -19.4 -29. 2 - 24.0-- -10.8, -16.6 -16.2 -2.2 -13.2 -131.5 • 4 Y 4 U 7 Y.:'. : r eKC1 U 1VE' use : C. I). S. SUPPGF1 CnC'JP P E A K PAGE S P A C E C L L O A D S Time OA Zane of Pk Condition Room Seas E+tuh/ Space Total * Description Mo/Hr DB /WB /CLAW DB a Lat Sq Ft Sens Latent 1 2ND FL C 7/15 82/65/ 70 75 147644 21.4 94876 22891 2 1ST FL N 7/17 80/64/ 65 75 50684 22.6 37059 5696 3 1ST FL C 7/17 80/64/ 65 75 43395 17.6 33825 2680 Sys 1 Sum-of-the-Peaks Total s / Averages---) 241724 20.8. 165761 31268 Flack FPVAV 7/17 80/64/ 65 74 234150 20.2 163708 28481 4 2ND FL E 7/ 9 69/55/ 45 75. 25784 23.5 21192 1737 5 2ND FL S 8/11 73/58/ 51 75 68588 38.1 56371 3640 6 2ND FL W . 8/15 80/64/ 65 75 65795 46.4 5 1814 4627 7 2ND FL N 7/17 80/64/ 65 75 ' 23082 38.5 17682 8 CONE 7/17. 80/64/ 65 75 26890 44.8 17210 5784 9 LUNCH 7/17 80/64/ 65 75 24935 49.9 .15155 5784" 10 VEND. 7/15 82/65/ 70 75 19150 47.9 15716 864 11 1ST FL W 8/16 80/64/ 65 75 23801 29.8 1737E 3085 Sys 2 Sum -of- the -Peaks Totals /Averages - - -> 278028 38.5 212520 27452 Block FPVAV 7/16 81/65/ 67 75 255617 35.4 180736 33528 Zone Totals Zone Verrt- ilatian Infiltration -- Pulldawn -- M Cfrn Seas Latent TD Cfm Seas Latent TD Sens TD 1 900 7024 3391 7.0 0 0 0 .0 0 .0 2 ' 255 1421 171 5.0 0 0 0 .0 •0 . 0 3 120 668 80 5.0 0 0. 0 .0 0 ,0 Pk 1 1275 9114 3643 6.4 0 0 0 .0 0 .0 Pk, 1 1275 7107 856 5.0 0 .0 0 .0 0 .0 4 150 -1003 -1512 -6.0 0 0 , 0 5 225 -501 -1E34 -2.0 0 0 0 6 180 1003 727 5.0 0 0 .0 7 75 418 303 5.0 0 0 0 8 225 1254 909 5.0 0 0 0 9, 225 1254 909 5.0 0 0' 0 10 ' ' 30 ' 234 214 7.0 ' 0 . , 0 0 11 '....120 .,668 ' 485 5.0 0 0 0'. Pk 2 1230. ';3328 802 2.4 0. 0 0 Ek 2 1230 `6228 6878 6.0 0` 0 ' 0 . 0 .0 . C> . 0 . 0 .0 .'0 .;o O .0 O .0 O .0 O .0 0• .0 O .0 O .0 .,O .0 0 .0 .0 ,0 .0 ..0 4 * * * * * ** CUSTOMER DI REC1 SERVICE NETWOFt: * * * * **** F.�r. excA,usive use by: C.D.S. SUPPORT GROUP P E A K H E A T I N G L O A D S Zone Totals V 6.ut-h PAGE 4 Time • OA Zone of Pk Condition Roorn Sens Bt uh / Space Total * Description Mo /Hr ,DE /WE /OAW DE & Lat Sq Ft Seas Latent 1 2ND FL C 13/24 22/ 0/ 0 65 -52611 -7.6 -6315 0 2 1ST FL N 13/24 22/ 0/ 0 65 -26785 -11.9 - 14414• 0 3 1ST FL C 13/24 22/ 0/ 0 65 -10529 -4.3 -4739 0 Sys 1 Sum -of -the -Peaks Totals /Averages - - -> -89926 -7.7 -25469 0 4 2ND FL E 13/24 22/ 0/ 0 65 -19422 -17.7 -11451 0 5 2ND FL S 13/24 22/ 0/ 0 65• -29161 -16.2 -17096 0 S 2ND FL W 13/24 22/ 0/ 0 .65 -23963 -16.9 -14312 0 7 2ND FL N . 13/24 22/ 0/ :0 .65 - 10823. -18.0 -6780 0 8'CONF. 13/24 22/ 0/ 0 65 =16553 -27.6 -5362 0' '9 LUNCH 43/24 22/ 0/ 0. 65 -16191 -32:4 : 5023, 0. 10 VEND. 13/24 22/ 0/ 0 65 - 2184 -5.5 -538 0 11 1ST FL W 13/24 22/ 0/ 0 65 -13186 -16.5 7307✓ 0 Sys 2 Sum -of- the -Peaks Totals /Averages - - -> - 131484 -18.2 -67873 0 F :'r1 ex,c l us i ve use by : C. D. S. SUPPORT GROUP S Y S 1 S P A C E L O A D HR-) 1 2 Jul AM 9.0 5.5 PM 78.4 83. 1 Aug AM 4.7 1.6 PM 73.5 77.5 Ht g AM 100.0 100. 0 PM .0 .0 S Y HR - >. 1 Jul AM 14.4 PM 84.8 Aug -AM 12.0 PM 86. 2 Ht g AM 100.0 PM 47. 8 3 4 , 5 2.4 .0 .0 89.9 96.8 100. 0 . 0 .0 .0 83.8 89.3 89. 5 100.0 100.0 100. 0 . 0 .0 .0 P R 7 . 0 2.2 78.4 64. 7 . 0 .0 63.9 53.9 100.0 100. 0 . 0 .0 2 S P A C E L O A D 'P R 2 3 4 3. 6 7 10.9 7.8 5.9 13.2 23.6 33.5 90.4 96.6 100.0 97.9 77.9 61.6 8.8 6.0 .3.7 6.9 17.6 28.5 91.0 95.9 97.3 90.9 66.0 53.7 100.0 100.0 100.0 100.0 100.0 100. 0 47.8 47.8 47.8 47.8 72.9 72.9 S Y S O F I L E S (Y.) PAGE 5 8 9 10 11 12 223. 0 52.6 61. 22 68.2 73. 8 55.7 48.9 23.2 17.5 12. 9 18.3 48.1 56.7 63.5 69.1 47.1 42.0 17.3 12.4 8. 3 . 0 .0 .0 .0 .0 . 0 100.0 100.0 100.0 100. 0 O F I L E S ( %) 8 9 64. 3 42. 4 61.2 37.8 47.8 100.0 50.2 50.7 46.0 44. 8' 47.8 72. 9 1 C O I L L O A D P R O F I HR-) 1 2 ,. 3 4 5 6 7 Jul AM .0 .0 .0 .0 .0 .0 .0 :PM 86.6 92.0 98.4 100.0 99.2 58.0 44.8 Aug AM .0 .0 .0 .0 .0 .0 .0 PM 78.7 85.8 89.5 92.5 87.8 44.3 33.6 Ht g 'AM 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PM 30.8 30.8 30.8 30.8 30.8 47.7 47.7 S Y S L E S 8 9 44. 9 24.4 39. 8 18. 1 30.8 100. 0 12.9 32. 7 7.7 25.2 30. 8 47.7 2 C O I L L O A D P R O F ' HR-) 1 2 3 4 5 6 Jul AM .0 .0 .0 .0 .0 .0 PM 86.9 92.8 98.9 100.0 96.7 64.1 Aug AM .0 .0 .0 .0 .0 .0 PM 84.9 91.5 .95.2 96.2 88.2 .52.0 Ht g ' AM :100.0 100.0 100.0 100.0 100.0 100. 0 .1;PM 69.5 69.5 .69.5 69.5 69.5 76.7 7 8. 7 48.6 3.5 69.6 100.0 76.7 L E S 8 9 55. 3 227.2 51.4 22.3 69.5 100.0 37. 2 36. 1 32.6 30. 1 69.5 76.7 10 70.2 29.2 68.6 25.4 47. 8 100. 0 11 75.6 23.4 76.0 20.2 47. 8 100.0 12 80. 3 18. 5 82. 0 15.8 47. 8 100. 0 ( %) 10 11 12 57.1 68.4 78. 9 . 0 . .0 .0 '50.0 61.0 71. 3 . 0 .O .0 30.8 30.8 30. 8 100.0 100.0 100.0 ( %) 10 11 12 64.0 72.5 80. 5 11.2 5.2 .0 60.1 70.0 78. 8 7.0 . 1.5 .0 69.5 69.5 69. 5 100.0 100.0 100. 0 • exC),us] ve us b L. U. S. aiJ►��UK 7' �tt�ilr SYSTEM 1 FPVAV Space Space Sens Latent c) Envelope Sksalr Skcond Rfcand Glsalr G l ccond Wlcand Xfcand Infil Total Internal Lights People Misc Part Total Pulldown OA Load SFan Heat RFar, Heat Duct Heat Sizing TOTALS 0 8485 2722B -1 248 0 • 0 35960 28574 24632. 0 841 54047 0 0 .73697 • 90007 SYSTEM Space Sens 0 0 9640 112186 1953 486 -222 0 124043 Envelope Sksalr Skcond Rfcond Glsalr G1ccnd Wlcand .X fccnd Infil Total Internal Lights People Misc Part Total Pulldawr, OA Load SFan Heat RFan Heat Duct Heat Sizing TOTALS 18591 23735 13652 711 56689 0 0 •27625 0 CLG SPACE LOAD BLOCK CHECKSUMS Space Tat RA Exh RA Sen +Lat Sens Sens 0 0 0 0 8485 4569 -531 27228 -1 248 127 -14 0 0 35960 4696 -545 • 28574 52257 0 841 27625 81672 0 0 0 73697 27625 117632 2 FPVAV Space Latent 0 180732 19049 19049 3570 0 27315 Net Total 0 0 12523 27228 -1 361 0 0 40111 -2214 45409 52257 0 841 98507 0 7964 10710 3156 -2214 -414 0 -3173 % of Total . 00 .00 5.35 11.63 . 00 . 15 .00 . 00 17.13 19.39 22.32 .00 .36 42. 07 . 00 3.40 4.57 1.35 O .00 73697 31.47 234145 100.00 CLG SPACE LOAD BLOCK CHECKSUMS Space Tot RA Exh RA Sen +Lat Sens Sens 0 0 9640 112186 1953 486 -222 0 124043 !6650 0 18591 50385 13652 711 .26650 83339 0 . 0 0 0 26650 207382 Net Total 0 0 0 0 5191 -628 14203 112186 1953 682 -82 1086 -222 0 5873 . -710 129206 % of Total . 00 . 00 5.56 43.89 .76 .42 -. 09 . 00 50.55 12394 -1499 29486 11.54 50385 19.71 13652 5.34 711 .26 12394 -1499 94234 36.87 O .00 15106 5.9i 13198 5.16 4399 -532 3867 1.51 0 0 0 .00 O .00 22666 -2741 255611 100.00 • exclusive use by C.D.S. SUPPORT GROUP SYSTEM Space Sens 0 0 10398 23461 -106 :154 0 0 33907 Envelope Sksolr Skcand Rfcond Glsolr Glcond W l cor,d Xfccmd Infil Total Internal Lights People Misc Part Total Pulldawn OA Load SFar, Heat RFan Heat Duct ,Heat Sizing TOTALS 28227 24264 0 742 532'33 0 0 73920 87140 1 FPVAV Space Latent SYSTEM 2 Space Sens 0 0 9640 112186 1953 486 -222 124043 Er,vel ope Sksolr Skcond Rfcond Glsolr Glcond 'Wlcond Xfcond •Infil Total Internal Lights People Misc Part Total Pulldawn OA Load. SFar, Heat RFan Heat Duct Heat Sizing TOTALS 18591 23735 13652 711 56689 0 0 .27625 0 x'7625 0 CLG COIL Space - Ben +Lat 0 0 10398 223461 -106 154 0 0 33907 28227 .51889 0 742 80858 0 0 73920 27625 .' 114765 LOAD Tot RA Sens PAGE BLOCK CHECKSUMS Exh RA Net % of Sens Total Total O .00 0 0 0 .00 5599 . -650 15347 6.52 23461 9.96 -106 -.04 76 -8 222 .09 O 00 O .00 5675 -659 38923 16.52 18818 18818 3570 0 28063 'FPVAV 'CLG COIL LOAD Space . Space Tot RA Latent S.r, +Lat Sens 0 0 0 9640 5191 112186 1953 486 682 . -222 0 X24043 5873 .26650 0 26650 0 18591 12394 50385 .':13652 711 a3339 :,12394 0 0 0 180732 '26650 0 '1•207382 22666 .sys,I Z SS 7 1"' '1GG ail 6 Z ►yv 0 & 6 4399 0 -2187 44858 19.04 51889 .22.03 O .00 742 .31 -2187 97489 43.39 O .00 11359 4.82 eV0(2_11r0711), 4.55 -414 X15_,6! 1.34 0 0 .00 73 ?20 31.38 -3260 (2'35557, 100.00 BLOCK CHECKSUMS Exh RA Sens Net Total 0 0 0 -628 14203 112186 1953 -82 1086 -222 0 -710 129206 - 1499 29486 50385 13652 711 - 1499 94234 .0 15106 /7065-12-1-§76 - -532 _3867 J' 0 % of Total . 00 . 00 5.5E• 43.8S . 76 . 42 -.09 . 00 50. 55 11.54 19.71 5.34 . 28 36. 87 • 00 5.91 5,16 1.51 . 00 O .00 - 2741 255611 100.00 „,: 7OG5 aJ -� G G Z O N E P S Y C H P O I N T S Rcocorn Roam , Coil ,. Dry Wet Hurnid Dry Wet Hurnid Dry Wet Hurnid C1 0 Zane SHR SHR Bulb Bulb Ratio Bulb bulb Ratio Bulb Bulb Ratio SADB (F) (F) (GR) (F) (F) (GR) (F) (F) (GR) (F) 1 .83 .84 75.0 62.5 64.8 ,718.2. 63:9 65.2 57.5 55.1 60.9 58.6 2 . 87 . 89 75.0 62.5 64.8 ' 78.2 63.7) 65.2 57.5 55.1 60.9 58.6 3 .93 .93 75.0 62.5 64.8 .2 611,7 65.2 57.5 55.1 60.9 58.6 4 .. •87 . 85;. 75.0 61.4 59.9 77.9 6a. 7 61.0 54.6 52.6 55.9 56.0 5 92 . 95 75. 0 61.4 59.9 77.9 62.7. 61.0 54.6 52.6. .55.9 56. 0 6 .93 .93' 75.0 61.4 59.9 77.9 62.7 61.0 54.6 52.6 • 55.9 56.0 7 . 92 . 92 75.0 .61.4 • . 59. :9 77.9. 62.7 61.0 54.6 52.6 '55.9. 56.0 8 .78 . 78 75.0 161.4 59.9 77.9 62.7 61.0 54.6 52.6 :55.9 56.0 . '9 76 .77 75.0 61.4 59.9 77.9 62.7 61.0 54.6 52.6 55.9 56.0 10 . 96 . 95 75.0 '61.4 '59. 9 77.9 62.7 :61.0 ,, 54.6 52.6 ' 55.9 56.0 11 . 87 . 87 15.0 61.4 :59.9 77.49 62.7 61.0 54.6 52.6 55.9 56.0 Coil Entr Coil:Lvq - - -- Notes: CFM and Coil Capacity Calculations Used the Following Infcrmaticon: Barometric Pressure as 29.9 in. Hg Specific Heat = .2444 Btu /(lbm -F) Air Density = .0760 lbrn /cuft Partial Pressure = .473 in. Hg Altitude- Corrected Density -Spec Heat Product = 1.1150 Btu- min/ (hr -cf -F) e:Yc l Geeive use • by: C.D.S. SUPPORT GROUP Zone It Descri pt ion 1 2ND FL C 2 1ST FL N. 3 1ST FL C Sys 1 I FPVAV 4 2ND FL E 5 2ND FL S 6 2ND FL W 7 2ND FL N 8 CONF 9 LUNCH •.10 VEND. 11 1ST FL.W Sys 2 Tot /Av Zone *Dupl is * Fir Zr, 1 1 .1 2 1 .1 3 1 . 1 Sys 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 1 1 10 1 1 11 1: Sys 2 Tot /Av FPVAV BUILDING U- VALUES /AREAS Part .000 . 388 ▪ 388 . 388 .000 .'000 :'388 . 000 .0000 .'388 X388 :'.388 388 'Xflr . 000 .. 000 000 . 000 ..:040 . 040 .940 040 040: ....040 ; 000 :000 040 U- Values_ Skyl Roof .000 ..043 . 000 . 000 . 000 .000 . 000 .043 .000 . 000 . 000 . 000 .000 000 . 000 . 000 . 0m . 388 . 040 . 000 Flr /2r. TotFlr 6900 ..6900 '2244 ' :2244 2460 2460 11604 1098 1800 1417 600 600 500 400 798 1098 1800 1417 600 600 500 400 798. 7214 . 043 . 043 . 043 . 043 . 043 . 043 . 043 . 000 . 043 PAGE 9 G1 as • 000 . 500 . 000 . 500 560 . 560 . 560 . 560 . 560 . 560 . 000 . 500 • 555 %Wall Wall to -RA . 000 .0 . 044 43.5 . 044 25.0 . 044 32.4 . 045 .045 . 045 . 045 .045 . 045 . 000 . 044 .045 65.8 65.8 65. 8 65.8 65.8 44.9 .0 35.9 56.9 Zone Mass 20. 9 86. 7 49. 0 24.2 23.8 25.2 24. 5 23.7 29.9 23. 1 99.0 32.9 Zone Capac 4.8 17. 6 19.0 10.3 5.4 5. 7 5. 5 5. 4 6.6 VC • 3 20.2 7.2 . 043 . 546 .044 45.2 42.8 9. 1 Areas Part Xflr Skyl %Sk Roof Glass %G1 Wall • 0 0 0 0 6900 . 0 0' 0 .180 0 0 .0 0 '459 42 621 I:360 0 0 '...0 0 0 0 927 540 0 0 0 6900 459 22 1548 0 0 135 0 0 144 72 144 495 325 325 325 325 325 325 0 0 1.950 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 1098 390 .62 239 1800 585 61 359 1417 479 61 294 600 223 62 136 600 167 62 102 500 139 44 175 400 0 0 0 ,0 164 30 376 6416 22150 :56. .1683 1950 0 0 13316. 2609 44 3231. to z u. 0 4 4 kiliduidiclifidiabdubtruiskii s SteingliteN Var"-- 04/‘ • 114 ~. * * * * * * * * ** CUSTOMER DIRECT SERVICE NETWORK * * * * * * * * ** For exclusive use bys TEAM ENGINEERS, INC. T R A N S F E ' R F U N C T I O N L I S T A 150 - AO A2 BO El :86 El EO : LAYER =DESCRIPTION CODE t. `410 OUTSIDE SURFACE RES A2 �Ba -El El EO 4" FACE BRICK 'AIR SPACE RES :3/4" PLASTER 6 ".INSULATION '.'3/4 "` PLASTER INSIDE SURFACE RES THICKNESS '. (INCHES) . 00 4.00 .00 .75 6.00 .75 .00 LAMDA = .518 . DELTA = 7 HOURS J B- COEFFICIENTS a .75511330E -06 1 .17472130E -03. 10883210E -02 3 ..99573700E -03 4 17389450E -03 5 .50612890E -05 6 13125880E -07 7 .11979750E -11 CONDUCT (B /HR -FT -F) ..:000 .000 '.420 025 420 .000. N G DENSITY:SP HEAT (LB /CF) (B /LB -F) .0 . .130.0 .0 1.100. 0 2.0 100.0. WEIGHT = 56.83 LRM /SF HEAT.CAPAC = 12.23 B /(SF -LB -F) D- COEFFICIENTS . 10000000E +01 - .17162180E +01 . 97032540E +00 -.21426030E+00', . 15785880E -01' -. 35165490E -03 .30419010E -07 - .65007060E -12 .:000 ';220 .000 ,.200 '.200 .200. .000 RESISTANCE (SF- HR -F /6) .333 .444 . 910 . 149 - 20.000 149 .685 !U -VALUE _ .044 'C -COEF = .244E -02 4 .11 .� ■* * * * * * * ** CUSTOMER DIRECT SERVICE NETWORK * * * * *$ * * ** For exclusive use by: TEAM ENGINEERS, INC. T RAN S F E R 151. - E0E184E1B082A0 LAYER DESCRIPTION CODE EU .INSIDE'SURFACERES <E1 :_3/4" :PLASTER 1:84, • .4 INSULATION El "3/4 ",PLASTER BO AIR SPACE RES B2 12" INSULATION AO OUTSIDE SURFACE RES F UN C T I 0 N L 1 6 T I N G LAMDA - .465 :DELTA- 6 HOURS 49- COEFFICIENTS . i 0726170E -03 :.18814630E-02 .18811690E -02 17170700E -03 • ..-66444320E -06 .62552280E -10 THICKNESS CONDUCT DENSITY .=(INCHES) (B/HR-FT-F) (LB /CF) . 00 ..000 .0 75 .420 -1100.0 .025 2.0 . 75. 420. ..00 .000 .0 2.00 .025 5.7 .00 .000 .0 WEIGHT i 14.12 LBM /SF HEAT CAPAC - 2.82 8 /(SF -LB -F) D- COEFFICIENTS . 10000000E+01., - .12012920E +01 . 29304430E +00.• -. 19087110E -02 . 30562070E -05 SP HEAT. .RESISTANCE (B /LB -F) (SF- HR -F /8) . 000 .200 .200 .200 . 000 . 200. .000 . 685 149 13.333 . 149 . 910 6.667 . 333 U -VALUE is ;045 :C -COEF - .404E -02 NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947. Made by �� , Data It 1.-11;74 -Job No. .1r/ (0r Checked by Date Sheet No. �1Ut Description t''�N 1 �4 7.� r,�UyO.I.P., 1 CG Job Name �, — k cr 16& f rmd. itsik)-P@giffign NOV 8 1989 1VInHaN & !EsaUo, Me, (COI rct r Area, _ Ipo x 3o ��� sF s ?.w� .� Iwo. _ (2.110'6 (4SP (To='sr�) y 1 1 C f�L — � x (ex tax' -Z x a� 15 k- 1(21'" (G�r D1.. 4 044(0 (t)11 0A s o, (� Zk` � to, e co r � P cr4 � -G- Ara 4-so oY-- bi6 ,;vN er.t7:41y.% uR mD 2N27! ,N;N}[1 N' 211J p« mm 3D »a 9: FAH :H«1,:!m T SF11'-0/ 9 T4i G J, kt a ;m2>N A report prepared for The Castillo Company, Inc. 2045 E. University Drive Post Office Box 21087 Phoenix, Arizona 85034 GEOTECHNICAL ENGINEERING STUDY PROPOSED STATE FARM INSURANCE SERVICE TUKWILA, WASHINGTON AGI Project No. 15,271.001 by Applied GeoUchnology Inc. FILE COPY „.... I understand that the Plan.Check approvals are subject to errors and omissions and approval of plans does not authorize'the violation of any adopted code or ordinance. Receipt of ,contractor's copy of approved plans acknowledged.' By IENTINIte ? -V7 eq;45-3 Permit No Susan J. Pen Project ng ncent.La cko, Senior Engineer APPLIED GEOTECHNOLOGY INC. 300 120th Avenue N.E., Building 4, Suite 215 PoSt Office Box 3885 Bellevue, Washington 98009 206/453-8383 and 2501 East "D" Street, Suite 215 Tacoma, Washington 98421 206/383-4380 October 9, 1987 RECEIVED' env 011,S111111111 JUN 3 0 1989 IMMO 01111P17 • 0 :�dts�::i;.r'�«: xa'Eirrtw TABLE OF CONTENTS Applied O.Mooheole/y Ino. . INTRODUCTION . . . . .. . . . .• . •• A. General . . . . . . . . • . ... . • B. Purpose and Scope of Services • • • . • .: • .'. • • II ▪ SITE CONDITIONS . . . . . . . . • • • • ▪ • A. Subsurface . . : .. . . . • • . . • • • B. Groundwater III. DISCUSSION AND CONCLUSIONS • • • • A. General . . . . . . . . . . ., . • • • . . . . . . B. Pile Foundations . . . . . . • . • • • • . • 5 C. Wall Footings 8 D. Slab -on -Grade Floor .. . . . . . . . . . . . . 7 E. Limitations and Additional Services.. • . • • • 7 IV. DESIGN RECOMMENDATIONS A. General B. Pile Foundations . . . . . . . V. CONSTRUCTION RECOMMENDATIONS A. Pile Foundations . . . . . . APPENDICES. . . . . . . . . . . . . .. . • • -. Appendix A: Field Exploration. . Appendix B: Laboratory Testing . . . . . . . . DISTRIBUTION . . . • . . . . . . • • . • 19 • . . . 25` Applied Qeeteehnole,y Inc. LIST of Iid.OSWATICIIS Figure i Site Plan . Figure 2. ;..Pile Capacity Chart;.. Plate i Soil Classification /Legend Plates 2 thru; 5 Logs of Borings, • • • ....'.. .. <.: Plate;` 8 Particle Size Analysis ; . ..., . • • .:.., •,.:, ., . t . ; ., :;27 Plates 7 and::. 8 Direct, Shear Test Reports .. 28 I. INTRODUCTION A. General Applied Ooot chnology Inc. This report presents the results of our supplemental geotechnical engineer - ing study for the proposed State Farm Insurance Service Center in Tukwila, Washington. Foundation design recommendations provided herein supplement those presented in our October 9, 1987, report prepared for the project. This additional study has been required by significant changes in the pro- posed facility design, as described below. The original service center design, used in planning and performing our earlier study, included a single -story structure built approximately at existing site grades. Sustained column and wall loads were relatively light. The recommended foundation support alternative consisted of isolat- ed and continuous shallow spread footings sized with relatively light allowable bearing pressures. The proposed new design entails a much heavier two - story, steel- framed structure with brick and glass curtain walls. Maximum anticipated column loads will be approximately 200 kips, over three times higher than those required for the original design scheme. Based on these new loading conditions and our understanding of subsurface conditions from the previous study, we recommended additional subsurface exploration and analysis be performed to provide a basis for reevaluating foundation support requirements. We submitted a scope of services and associated cost estimate to perform the additional work March 11, 1988, and received written authorization to proceed March 22. B. Purpose and Scope of Services The .purpose of our services was to explore subsurface conditions and provide geotechnical recommendations for foundation support of the modified structure. Specifically, we performed the following tasks: o Explored subsurface conditions with two drilled borings and combined the results with the information obtained from the previous study to characterize subsurface conditions. o Performed laboratory analyses on selected soil samples to provide parameters for our engineering analyses. o Performed engineering analyses to evaluate various alternatives for foundation support of the proposed structure. The results of our supplemental study are presented herein. Supporting information is presented in the appendices. Applied Oeotechnology Inc. II. SITE CONDITIONS A. Subsurface We previously explored subsurface conditions to depths of up to 16.5 feet below land surface with backhoe test pits. Two drilled borings extending to 50 feet were performed for the supplemental study. Both were drilled within the proposed building area, as indicated on Figure 1, Site Plan. Edited and drafted boring logs, along with a key to our soil classification system, are presented in the Appendix on Plates 1 through 5. The following description of subsurface conditions is based on the combined information generated from both exploration phases. Fill was encountered in all explorations and appears to cover the entire site. The fill material consists primarily of soft to very stiff, moist, gray to brown silt to sandy silt. This Silt Fill extends from land surface to depths ranging from 5 to 15 feet. The Silt Fill ranges from about 7 to 10 feet thick in the area of the proposed service center building. Native alluvial soils underlie the Silt Fill within the building area. As expected in an alluvial setting, these materials are complexly interbedded, containing discontinuous lenses of sand and silt. The alluvium generally grades coarser with depth. Most explorations encountered brown to gray, soft to stiff silt to sandy silt directly beneath the Silt Fill. This Silt extended to the depths explored in several test. pits. The Silt was pene- trated in several other test pits and in Boring 1, and ranged from 3 to 7 feet thick. Silt was not encountered in Boring 2. Loose to medium dense, brown, silty fine sand to sand with some silt was encountered in several explorations beneath either Silt Fill or Silt. This Silty Sand extended to the depths explored in several test pits, and to 26 feet below land surface in Boring 2. Silty Sand was not encountered in Boring 1. Clean, fine to medium - grained and medium dense to dense Black Sand was encountered beneath the Silt at 15 feet in Boring i and beneath the Silty Sand at 26 feet in Boring 2. Black Sand extended through the base depth of both borings performed for the supplemental study. As indicated by the borings, the surface level of the Black Sand may vary considerably across the site. An MSA 361 combustible gas meter calibrated for methane was used to check borings for combustible organic vapors potentially associated with an aban- doned landfill located near the site. No combustible vapors were detected. -2- Appliod Oeetoohnology Inc: B: Groundwater We encountered groundwater approximately 13 to 14 feet below landssurface' in both.,thi recent borings. Groundwater occuri'under ` aemi- confined condi tions within the Silty Sand and Black Sand.; Groundwater levels appear :to be slightly abovethe water level in the adjacent Green River. Applied Oeotechnolopy Inc. A. General III. DISCUSSION AND CONCLUSIONS The column loads imposed by the proposed structure are relatively high. This, combined with the relatively low available bearing capacity and moderate•compressibility of the Silt Fill, would require large-spread foot- ings and a structure tolerant to overall and differential settlement. Con- sequently, we conclude that spread foundation support of the service center is not appropriate, and recommend that the entire structure be supported on piles extending into the Black Sand.that underlies the site. .Based on the loading requirements and subsurface conditions, we recommend either driven timber or concrete auger cast piles be used for this project. The following sections provide detailed design and construction recommenda- tions for pile foundation support of the proposed service center. Conclu- sions and recommendations provided in our October 9, 1987, geotechnical report for other aspects of the project, including site preparation earth- work, drainage, and pavement design, remain applicable to the modified design scheme. B. Pile Foundations Both treated timber and bored (or auger cast) piles were evaluated for foundation support. Both pile types are frequently used in the area for similar projects, and would be acceptable for this site. Each type has advantages and disadvantages, and the structural engineer should indicate the preferred alternative. Timber Piles: Timber piles will support axial loads of up to approximately 40 tons. •A benefit of timber. piles is.that pile .driving will help•.to densify the loose, Silty Sand where it•occurs and .improve .overall: Ibunda- tion • conditions. Timber piles would be driven to either a minimum depth:or to - refusal within the Black Sand. The depth to the Black Sand varies across the site and there may be a significant amount of cut -off on timber piles which meet refusal before the recommended minimum depth. Auger Cast Piles: Drilled concrete piles are also suitable for this site. Concrete auger cast piles develop support primarily through side friction and require a minimum embedment into the Black Sand. Ne provide allowable axial capacities for 14-inch, i6 -inch, and 18 -inch diameter piles, all of which are frequently used in the Seattle area. Applied Oeotechnology Inc. The Unified Building Code stipulates that auger cast concrete piles should be no longer than 30 times their diameter. The King County building department is adhering to this restriction. Consequently, our pile capaci- ty recommendations indicate cut -off depths for each pile size. The upper portion of auger cast pile are typically steel reinforced. The reinforcement provides the means for structurally connecting the pile to the pile cap, provides resistance to bending under lateral loads, and allows the reinforced portion of the pile to be used to provide resistance to uplifting loads. The point of fixity for auger cast pile design is pro- vided herein. Verification of adequate pile embedment into the Black Sand will be diffi- cult. Evaluation of embedment is typically based on changes in drilling resistance. At the Tukwila site however, the difference in drilling resistance between the Silt Fill, Silt, or Silty Sand, and the Black Sand will likely not be great and may be difficult to observe. Consequently, we suggest that the specifications call for "pull out" tests to check pile embedment. Pull out tests for auger cast piles involve pulling out the auger, preferably without rotation, after the auger has been advanced to the planned depth. Soil cutting on the auger can be checked to indicate approximate locations of contacts between soil types. We recommend that at least two pull out tests be performed - one each near the locations of the two supplemental borings. The data obtained from the soil borings can then be compared to drilling rate and resistance measure- ments, and the pull out test observations, to develop rules for evaluating pile embedment. Additional pull out tests should be performed at the engi- neer's discretion. Auger cast pile installation methods, even with the above - described teats, do not afford the opportunity for direct inspection of installation -- indirect observations are used to verify installation adequacy. Conse- quently, some level of uncertainty regarding installation adequacy and pile capacity are inherent in the system. Therefore, we recommend that all heavily loaded columns be supported on a minimum of two (2) auger cast piles. C. Wall Footings Exterior curtain and interior partition wall footings should be pile sup- ported, either directly through piles or through structural connections to the column pile caps. Walls should not be supported on shallow spread footings bearing in the Silt Fill. Footings completed within the Silt Fill will settle, both overall and differentially, as indicated in our previous report. These settlements would be significantly greater that those of columns founded on piles. This imbalance could cause intolerable structural distortions. Applied Oeotachnoloyy Inc. :Slab -on -Grads Floor We recommend that the concrete slab -on -grade floor for the service center be structurally separated from the primary foundation system to minimize settlement and cracking problems. Mechanical joints should be provided in the slab at the edge of the pile caps. In our opinion it is not necessary to structurally support the slab. E. 'Limitations and Additional Services We prepared this report for the exclusive use of The Castillo Company and State Farm Insurance, and their other consultants, for this project only. The analyses, conclusions, and recommendations in this report are based on conditions encountered at the time of our field investigation, design information provided to ua, and our experience and engineering judgement. AGI cannot be responsible for the interpretation of the data contained herein by others. Our work has been performed in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently prac- ticing under similar conditions in the area. No other warranty, express or implied, is made. We must presume the conditions encountered are representative of the entire property. However, subsurface conditions may vary between exploration locations and with time, and unanticipated conditions can and often do occur. If differing conditions are exposed during construction, or the design is modified, we should be requested to reevaluate our recommenda- tions and to provide a written confirmation or modification, as necessary. We cannot be responsible for the applicability of our recommendations if not afforded this opportunity. We recommend you retain us to review final project plans and specifications to verify that the intent of our recommendations has been properly inter- preted and included. We also recommend we be retained to provide construc -. tion monitoring services. during the geotechnical phases of construction. This will allow us to verify subsurface conditions: are, as anticipated, and to observe and test the Contractor's work as your representative. A. General IV. DESIGN RECOMMENDATIONS Applied Oeotechnology Inc. The following paragraphs present our design recommendations for the modi- fied building design. These recommendations should be applied in their entirety and in conjunction with our October 9, 1987 report, and with the Construction Recommendations provided in Section V herein. B. Pile Foundations Design recommendations are provided for both pressure - treated timber and concrete auger cast piles. The allowable capacities provided are based on soil strength and on estimated dead plus live loads imposed and are for single piles. These loads may be increased by one -third for short term seismic loading and wind loads. o Pressure treated timber piles. - Minimum Dimensions i2 -inch butt 8 -inch tip - Minimum Embedment into Black 10 feet (or to refusal) Sand for Column Support Minimum Embedment into Black 5 feet (or to refusal) Sand for Grade Beam Support Allowable Axial Compressive Capacity As per Figure 2 - Point of Fixity 8 feet below pile cap base Allowable Lateral Capacity i ton at 1/4 -inch deflection o Concrete Auger Cast Piles - Minimum Dimensions 14, 18, or 18 -inch - Minimum Embedment into Black Sand for Column Support - Minimum Embedment into Black Sand for Grade Beam Support 10 feet 5 feet o Concrete Auger Cast Piles (continued) - Allowable Axial Downward Capacity (including downdrag discount) - Point of Fixity Allowable Lateral Capacity Appllod tieotechnolosy Inc. As per Figure 2 8 feet below pile cap base 2.5, 3.5, and 4.0 tons for 14, 18, and 18 -inch diame- ter piles, respectively, at i/4 -inch deflection. Axial pile capacities are based on soil strength and approximate structural capacity of the suggested pile types. The structural engineer should verify allowable loads based on actual loading conditions. Allowable lateral capacity accounts for pile spacing and soil strength reduction due to cyclic loading. o Pile Groups - Pile group efficiency 1.0 for timber 0.75 for auger cast - Minimum center -to- center pile spacing o Pile Settlement - Estimated total of single pile - Estimated total of 3 pile group settlement settlement - Estimated differential settlement between individual piles - Estimated differential settlement between pile groups -8- 3 pile diameters 1/2 inch, or less 1/2 inch, or less 1/4 inch 1/4 inch Applied 0eetechneleey Inc. Lateral Loads Lateral loads may be resisted by passive resistance of compacted backfill acting against pile caps and grade beans. Passive resistance 325 pounds per cubic foot (pcf) equivalent fluid density. This :value'.does not include a :load factor; the structural engineer._ should 'provide this factor. The upper 1 -foot of soil should be 'neglected in design computations unless protected by pavement or con cret•slab -on= grade. '. Uplift Resistance Uplifting loads may be resisted by the piles -- allowable uplift values: for both timber and auger cast piles are provided on Figure 2.. For auger cast piles used to..provide uplift resistance, we recommend that the entire pile length,be steel reinforced. m 0 0. 10 Allowable Axial Compressive Pile Capacity (tons) 10 20 30 40 50 60 X Indicates maximum allowable pile length based on limit crfteria of 30 times pile diameter. E m 30 40 50 Notes: * Embedment depth should be calculated from base of pile cap. * Compressive axial capacities may be increased by one -third for short term wind and seismic loads. * Allowable uplift capacity 60 percent of compressive capacity for timber piles and 75 percent for the steel reinforced portion of auger cast piles. si; Applied Geotechnology Inc. Geological Engineering Geology & Hydrogeology Pile Capacity Chart State Farm Insurance Service Center Tukwila, Washington FIGURE 2 JOB NUMBER 15,271,001 DRAWN NB D DATE REVISED DATE v 5/15/88 Terms used in this section are defined as follows: o Timber Pile: A pressure treated wooden pile having a minimum tip diameter of 8 inches and a taper of not less than 1 inch in 10 feet and meeting the requirements of ASTM D25 for grade, quality, size, straightness, manufacture, seasoning, and tolerances. Strapping: High tensile steel banding wrapped at least twice around the pile butt, about 12 inches below the top of pile, and firmly connected and fixed in place. Strapping helps to prevent the pile butt from splitting and brooming during driving. Auger Cast Concrete Piles: Should be a minimum of 14 inches in diameter. They are cast in place concrete or grout piles in- stalled by using continuous - flight, hollow -stem auger and a two - stroke grout pump. Concrete grout is pumped, under pressure, through the auger stem as the auger is slowly withdrawn at a constant and steady rat• from the hole. Concrete or Grout: Should be ordinary or rapid hardening Portland cement having a minimum compressive strength at 28 days of 4,000 psi. The use of cements other than these should comply with rele- vant standards and be to the approval of the engineer. o Grout Mix: Should be made with clean water free of acids or other impurities, should be readily pumpable, and cement content shall be not less than 0.5 of the total aggregate weight per unit volume, unless otherwise approved. o Reinforcing: For all auger cast piles should consist of a rein- forcing cage of rebar or equivalent structural steel placed in the pile hole. This reinforcing cage must be hand placed immediately after auger removal and grout placement. -12- Applied Geotechnology Inc. Pull -out Tests Consists of augering to the. specified depth and then pulling the auger out of the, hole, preferably without rotation. The soil on the.auger is examined by the Geotechnical ;Engineer to ascertain embedment into Black Sand. The pull -out test helps to ensure adequate and economical pile installation. .;: Contractor's Responsibility All piles should be furnished and installed by a Contractor experienced in similar work and qualified to install piles in accordance with the plans and specifications. The Contractor should be responsible for providing all necessary labor, supervision, materials, tools and equipment to locate, install and cut off piles for the foundations in accordance with the plans and specifications. He should also be responsible for using all available data, including but not limited to, the project geotechnical report, the plans and specifications. 3. Quality Control and Monitoring of Installation The. Contractor's work should be performed under the full -time observation of the Geotechnical Engineer who will be present during.the pile•installa- tion. operations. to observe the work and correlate driving or drilling behavior with subsurface data. The Geotechnical Engineer shall at all times have access to the work, and the Contractor should furnish the Geotechnical Engineer with every reason- able facility for checking the workmanship for.conformance. with the geo- technical aspects of the plans and specifications: The Contractor should be responsible for marking each timber pile in 1 -foot increments, starting at the tip, and should use enlarged numerals to indi- cate the length of the pile at 5 -foot intervals. The markings should be such that they aro not obliterated or made unreadable; during slinging and handling. The piles should be oriented in the leads so that the marking are visible for monitoring purposes. For drilled in -place auger cast concrete piles, the Contractor should be responsible for marking the leads in 1 -foot increments, beginning at the top of the leads, and should use enlarged numerals to indicate the depth of penetration at 5-foot intervals. The markings should be such that they are not obliterated or made unreadable during drilling. Applied Oeotechnology Inc. The Geotechnical Engineer will keep a complete written record of each pile driven or drilled, noting the date, time type, location, diameter, size, verticality, and driving record with blow counts or drilling rate. The record should also reflect any work stoppages during installation, and details of the ancillary equipment being used. Grout volumes pumped, grout pump pressures, and number of pump strokes will also be recorded for auger cast piles. Copies of these records should be provided to you, the Con- tractor, and the Architect for review. The Contractor should be responsible for notifying the Geotechnical Engi- neer at least 48 hours in advance of starting or restarting any pile installations he should not proceed with the work unless the Geotechnical Engineer is present on the site. 4. Submittals The Contractor shall submit the following information before beginning work on the site: o Before any concrete is placed in auger cast piles or pile caps, the Contractor should furnish for approval a concrete mix design for each type of concrete to be used, and in the case of auger cast piles, a curve indicating flow rate per stroke for the grout pump. o List of equipment intended to be utilized in the driving, noting hammer type, size, cushion types, and lead lengths, or equipment to be used in augering, including lead lengths and crane capaci- ties. 5. Driving Equipment o Hammer: Timber piles may be driven with either a diesel, steam, or air operated pile hammer. Drop hammers should not be used. The hammer furnished should have a capacity at least equal to the hammer manufacturer's recommendation for the total weight of pile timber piles, the driving energy of the hammer should not be less than 15,000 foot pounds of energy per blow. All pile driving ham- mers should be maintained by the Contractor in good operating con- dition and operated according to the manufacturer's recommenda- tions. Diesel powered hammers shall be operated at the rate recommended by the manufacturer for hard driving. Sufficient pressure shall be maintained at the steam hamper so that (1) for double - acting hammer, the number of blows per minute during and at the completion of driving of a pile is equal approximately to that at which the hammer is rated; (2) for single- acting hammer, there is a full upward stroke of the ram; and (3) for differential type hammer, there is a slight rise of the hammer base during each upward stroke. Applied aolechnology Inc. Driving Helmets and Cushion Blocks: A steel driving helmet or cap including a cushion block or cap block should be used between the top of the pile and the ram to prevent impact damage to the pile. The driving helmet or cap and cushion block combination should be capable of protecting the head of the pile, minimize energy absorption and dissipation, and transmit hammer energy uniformly and consistently during the entire driving period. The driving helmet or cap should fit loosely around the top of the pile so that the pile may rotate slightly without binding within the driv- ing head. The Contractor should demonstrate to the satisfaction of the engineer that the equipment to be used on the project per- forms the above functions. The cushion block may be a solid or laminated soft wood block with the grain parallel to the end of the pile enclosed in a close fit- ting steel housing. The block should be at least 4 inches thick and suitable for the length of pile to be driven and the character of subsurface material to be encountered. Generally, thicker blocks are required for longer piles and softer subsurface materi- al. The cushion block should be replaced if it has been damaged, split, highly compressed, charred or burned, or has become spongy or deteriorated in any manner. Under no circumstances will the use of small wood blocks, wood chips, rope, or other material permitting excessive loss of hammer energy be permitted. o Leads: During driving operations, the pile and hamper should be held firmly in proper alignment by fixed driving leads. Leads should be of sufficient length so that the use of a follower will not be necessary. Leads adapted for the driving of batter piles should be employed for work involving inclined piles. o Followers: Driving of piles with followers should be avoided un- less authorized by the Engineer in writing. 6. Augering Equipment Augering equipment should have a motor of sufficient size and energy to auger through anticipated subsurface strata. o Leads: During augering operations, the hollow -stem auger should be held firmly in proper alignment by fixed leads. For auger cast piles, the leads and auger must be long enough to auger the pile hole in one continuous motion to the design tip elevation. o Grout Pump: For auger cast piles the grout pump should be of sufficient size to continuously pump grout at sufficient pressure and volume to prevent the hole from sloughing or heaving as the auger is withdrawn. -15- 1 7. Timber Pile Installation Applied Oeotechnology Inc. o. Pile Penetration: Care should be taken to avoid damage in placing the pile in the leads and during the pile driving operations. Piles should be laterally supported during driving, but should not be unduly restrained from rotation in the leads. Piles may be driven to the depth designated in the plans and specifications or to refusal. o Driving Criteria: All timber piles should be driven deep enough to achieve allowable design capacity designated in the plans and specifications. o Obstructions: Piles that encounter refusal before reaching design elevation and are suspected of encountering an obstruction should be abandoned or pulled and a new pile driven. Obstructions may be suspected above Elevation 15 feet. o Tolerances: Piles should be driven by the Contractor as accurate- ly as possible in the correct location. The final position of the pile head should not deviate more than 6 inches from the location indicated on the plans and should not deviate from the vertical by more than 1/4 -inch per 5 feet of length. The Contractor should not pull piles into place after driving. o Heave Monitoring: The Contractor should survey the piles before any other pile is driven within a 25 -foot radius of that pile. The piles should be marked, or the elevation of the butt after cut off determined, so that the pile's elevation may be monitored for heave. The elevations should be determined within 0.01 foot and referenced to a permanent bench mark located on a fixed structure that will be unaffected by construction or pile driving activity on this site. Pile elevations should be re- surveyed before pile caps are installed and after driving of any piles within a 25 -foot radius is complete. Piles that heave more than 1/2 inch should be re- driven. 8. Auger Cast Pile Installation o Pile Penetration: The top of the auger should be squared to the longitudinal axis of the augered hole, then augered to the depth indicated on the project plans. o Grout Placement: After a given hole is augered to its design depth, the auger should be withdrawn at a slow uniform rate as the grout is pumped in place. The grout pressure should be sufficient to prevent sloughing or heaving of the hole and the formation of a non - continuous pile. Applied Oeolocheology Inc. Obstructions: Piles that encounter refusal before reaching design tip elevation should be abandoned and a new pile drilled at a new location selected by the Structural Engineer. o Tolerances: Piles should be drilled by the Contractor as accurately as possible in the correct location. The final posi- tion of the pile head should not deviate more than 6 inches from the location indicated on the plans and should not deviate from the vertical by more than 1/4 -inch per 5 feet of length. Installation Sequence: Piles within a pile group or piles closer than 5 feet edge -to -edge should be installed in a staggered se- quence that avoids the disturbance of adjacent piles. A minimum period of 24 hours, or as determined by the Structural Engineer, should be allowed between the drilling of adjacent piles. Reinforcement: Immediately after the pile is cast, the reinforc- ing cage must be installed in the grout - filled pile hole. Rein- forcing steel should extend far enough above the concrete or grout to insure that a sound connection can be made between it and the structural element it supports. 9. Correction of Defective Work During driving or drilling, the Geotechnical Engineer will examine the piles for alignment, visible breakage or splitting, or other irregular- ities. Auger cast piles will be examined to verify that sufficient grout was placed at a uniform rate to create a continuous pile. Piles that fail to meet the requirements of the plans and specifications, or for any other justifiable reason are unacceptable, should be considered defective and will be rejected. The Contractor should submit his plans for correcting any defective work to the Architect in writing for approval before correcting any of the work. Additional piles should be installed by the Contractor to replace defective piles. All design, construction and inspection costs associated with pile replacement or changes in the foundation elements by reason of improper or defective pile installation, should be at the Contractor's expense. Rejected piles should remain in the ground and should be cut at least 2 feet below the final cutoff elevation. The Contractor should backfill any resulting hole with Select Fill or crushed rock before proceeding with any other work. -17- APPENDICES Applied Geeteehnology Inc. • :• -.18- Applied Oeotechnology Inc. APPENDIX A Field Exploration We performed the supplemental subsurface exploration March 30, 1988, by drilling two borings to a maximum depth of 50 feet below existing site grade at the approximate locations indicated on the Site Plan. The borings were drilled using a truck - mounted, Mobile B -80 drill rig equipped with continuous flight hollow -stem auger. We used a split barrel sampler with a larger diameter than the standard SPT split spoon in order to recover bet- ter quality soil samples. For engineering analyses, it is necessary to correct the number of blows per foot obtained with the modified sampler to obtain an equivalent "N- value ". The number of blows per foot actually recorded with the modified assembly, however, are the values shown at the appropriate sample depth on the boring logs. Their locations are indicated on the initial boring logs by the symbol for an "undisturbed sample" which is shown in the sample designation box on Plate 1, Soil Classification /Legend. The boring locations were measured in the field by taping from staked original building corners. Boring elevations were determined by interpola- tion between the test pit elevations which were surveyed by Touma Engi- neers. The locations and elevations should only be considered accurate to the degree implied by the location method used. It should be noted that the elevations given for test pits during the original investigation were 5.4 feet higher than King County Standard Datum according to Touma Engineers. The borings were monitored by our engineer who laid out specific boring locations, examined and classified the materials encountered, obtained representative soil samples and recorded pertinent information including soil sample depths, stratigraphy, soil engineering characteristics, and groundwater occurrence. Groundwater levels are those existing at the time drilling was completed. Representative soil samples were obtained and were classified in accordance with the Unified Soil Classification System which is presented, with a key to the Boring Logs, on Plate 1. All samples were sealed to limit moisture loss, labeled, and returned to our laboratory for further examination and testing. The Boring Logs, modi- fied to reflect the results of laboratory examination and testing, are pre- sented on Plates 2 through 5. The stratification lines, shown on the individual logs, represent the approximate boundaries between soil types; actual transitions may be either more gradual or more severe. UNIFIED SOIL CLASSIFICATION SYSTEM 0 W U MAJOR DIVISIONS TYPICAL NAMES COARSE GRAINED SOILS MORE THAN HALF IS LARGER THAN NO. 200 SIEVE MORE THAN HALF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE SIZE OW a: • .S es: WELL GRADED GRAVELS, GRAVEL-SAND MIXTURES CLEAN GRAVELS WITH LITTLE OR NO FINES GP,q: * POORLY GRADED GRAVELS GRAVEL -SAND MIXTURES GRAVELS WITH VER QM—, 11-II j- J.- SILTY GRAVELS, POORLY GRADED GRAVEL - SAND • SILT MIXTURES GC* n CLAYEY GRAVELS. POORLY GRADED GRAVEL- SAND - CLAY MIXTURES SANDS MORE THAN HALF COARSE FRACTION IS LARGER THAN NO, 4 SIEVE SIZE CLEAN SANDS WITH LITTLE OR NO FINES SW S,,^ �� .• WELL GRADED SANDS. GRAVELLY SANDS SP : C:. . POORLY GRADED SANDS, GRAVELLY SANDS SANDS WITH OVER 12% FINES sm '-'�,..,•* 2..... .; SILTY SANDS, POORLY GRADED SAND • SILT MIXTURES SC CLAYEY SANDS, POORLY GRADED SAND • CLAY MIXTURES ..I V. .• ..I ♦ FINE GRAINED SOILS 1 MORE THAN HALF IS SMALLER THAN NO. 200 SIEVE _ - SILTS AND CLAYS LIQUID LIMIT LESS THAN 50 ML --- _7_7 ----- INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR. SILTY OR CLAYEY FINE SANDS, OR CLAYEY SILTS WITH SLIGHT PLASTICITY CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS E OL ORGANIC CLAYS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 MH INORGANIC SILTS, MICACEOUS OR DIATOMACIOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS CH INORGANIC CLAYS OF HIGH PLASTICITY FAT CLAYS off ORGANIC AST C TY, ORGANIC SILTS TO HIGH „i.rv. PEAT AND OTHER HIGHLY ORGANIC SOILS SAMPLE a "Undisturbed" Bulk Q] Not Recovered GRAPHIC LOG Well Defined Change Gradational Change Obscure Change End of Exploration BLOWS /FOOT Hammer is 140 pounds with 30 inch drop. unless otherwise noted S - SPT Sampler (2.0 Inch O.D.) T - Thin Wall Sampler (2.8 Inch Sample) H - Split Barrel Sampler (2.4 Inch Sample) MOISTURE DESCRIPTION Dry - Considerably less than optimum for compaction Most - Near optimum moisture content Wet - Over optimum moisture content Saturated • Below water table, in capillary zone, or in perched groundwater LABORATORY TESTS Consol LL PL Gs SA Tx DS VS Comp - Consolidation • Liquid Limit • Plastic Limit - Specific Gravity • Size Analysis - Triaxial Shear - Direct Shear - Vane Shear - Compaction UU - Unconsolidated • Undrained CU - Consolidated • Undrained CO - Consolidated • Drained Applied Geotechnology Inc. Geotechnical Engineering Geology & Hydrogeology Soil Classification /Legend State Farm Insurance Service Center Tukwila, Washington PLATE 1 JOB NUMBER 15,271.001 DRAWN ECR APPFini DATE 1 AprIl 88 REVISED DATE -20- Laboratory Tests U o .'� MU CO o0 15 33 37 33 38 25 94 26 98 45. 74 0 5 10 Equipment Mobile B80 HSA E Elevation __..24.5 feet„ Date 3/30/88 • 15 — 20 • 25— 35 40 GRAY SILT (ML) soft to medium stiff, moist; with trace fine sand and clay and occasional wood chips (Fill). Becomes stiff, wet; with layers of gray -brown sandy silt and gray silt fragments. BROWN. SILT (ML) medium stiff, wet; with trace sand and clay. a 3/30/88 BLACK SAND "(SP) medium dense, saturated; fine sand. • Becomes dense. Appiled Geollschnoiogy Inc. Geo►echnicel. Engineering • Geology & Hydrogeology Log of Boring 1 State Farm Insurance Service Center Tukwila, Washington PLATE 2 JOB NUMBER 15, 271.001 DRAWN ECR APPROVED DATE 1 A ril 88 REVISED DATE -21- Laboratory Tests 46 51 m 2U o0 0 40 . Equipment Mnh i t P Win RSA E a Elevation 24.5 feet- Date 3 /3n /W3 45. • MEI • • • 55 60- • • • • 65- 70 - • • • • 75 - • Boring terminated at depth 50 feet on 3/30/88. *Datum: King County Reference: Touma Engineers. Applied Geotechnology Inc. Geotechnical Engineering Geology & Hydrogeoiogy Log of Boring 1 (cont.) State Farm Insurance Service Center TLkwila, Washington PLATE 3 JOB NUMBER 15, 271.001 DRAWN EC R APPROVED DATE OL 1 April es -22- REVISED DATE Laboratory Tests s a 1 Qi' t n '�" a E m Mu t? `t� 0 2 32 90 Equipment Mobile B80 H5A Elevation 25.5 feet Date 3/30/88 5-u _= • • 7 1,9 84 • 10 ta•qtl -. w SA 6 33 84 ;'Yt 15 ▪ K+yi Ds 5 33 84 • 20 0.x-'1-.''. 15 30 93 25 —+-• .7. ! DS 19 22 95 20 34 • 30 �:,.:' " k• .44: 35 — r 40 GRAY -BROWN SILT (ML) soft to medium stiff, wet; with trace sand, trace gravel, trace organics and trace clay (Fill). Becomes medium stiff with some sand with occasional black staining. BROWN SILTY SAND (SM) loose, moist to wet; fine laminated sand. .a 3/30/88 Becomes saturated, less silty. Becomes more silty. Becomes medium dense. BLACK SAND (SP) medium dense, saturated; fine to medium sand. BROWN SILTY SAND (SM) medium dense, saturated; fine sand. BLACK SAND (SP) medium dense, saturated; fine to medium sand. With trace gravel. Becomes dense. Appllid Geolschnology Inc. Geotechnical Engineering Geology & Hydrogeology Log of Boring 2 State Farm Insurance Service Center Tukwila, Washington PLATE 4 JOa NUMBER DRAWN APP Q�((ED DATE MW*ED DATE 15,271.001 ECR \/L.• 1 April 88 -23- Laboratory Tests 46 104 45- 50 • • 55- • • • 60- • 85 - 70 - 75 - r OM 80— Equipment Mobile B80 HSA Elevation 25.5 feet Date 3/30/88 Sand is predominantly fine grained. Becomes fine to medium grained. Boring terminated at depth 50 feet. on 3/30/88. Applied Geokchnoiogy Inc. Geot.chnical Engineering Geology & Hydrogsology J08 NUMBER 16, 271.001 Log of Boring 2 (cont.) State Farm Insurance Service Center Tukwila, Washington PLATE 5 DRAWN EC R DATE REVISED DATE 1 AprII •• -24- General APPENDIX B Laboratory Testing Applied Geotechnoloey Inc. We performed laboratory tests on several representative soil samples to better determine the soil classification of the units encountered and to evaluate the material's general physical properties and engineering charac- teristics. A brief description of the tests performed for this study is provided below. In accordance with our General Conditions, the soil samples for this project will be discarded after a period of 30 days following comple tion of this report unless we are otherwise directed in writing. B. Soil Classification As mentioned earlier, all soil samples are visually examined in the field by our representative at the time they are obtained. They are subsequently packaged and returned to our laboratory where they are reexamined and the original description is checked and verified or modified. With the help of information obtained from the other classification tests, described below, the samples are described in general accordance with the Unified Classifi- cation System, ASTM Test Method D-2487 -83. The resulting descriptions are provided at the appropriate sample location on the individual boring log and are qualitative only. The attached Soil Classification /Legend, Plate 1, provides pictorial symbols that match the written descriptions. C. Moisture /Density Moisture content and dry density tests were performed on several samples obtained from the borings to approximately determine the in -place moisture content and the associated dry unit weight (dry density) of the soils. The moisture content is determined in general accordance with the ASTM Test Method D- 2216 -80 and the dry unit weight is computed on the basis of this result and the volume of the sample container. The results of these tests are presented at the appropriate sample depth on the boring log. D. Particle Size Analysis A grain size analysis was conducted on one soil sample to determine the size distribution of the sampled soil. The information gained from this analysis allows us to provide a detailed description and classification of the in -place materials. The result is presented on Plate 6, and classifi- cation symbols are provided as part of the appropriate individual sample descriptions on the boring logs. -25- •• ' • . - . :.• . .. . . . . • ,...' ::',: :',,.: i!:,i •:,''''.> ':": '; :',..'-',-: :',•:::-...,.`':..-:,',.-,!' .-;,',,' -. : . : :• •.' • •• , ', - , - • ',,::: ', -• : - , .: • : '..'• „ . . . . . . . . . . . . .. . . . . . .... . . . . .. ., . . . . . .... . . .. . , ......,.,. . . . . ... . . „ .' . ''' ,. ■ , . . . . . . , . . . . . .. .. . U.S. Standard Sieve Size (in.) U.S. Standard Sieve Numbers Hydrometer 3 11/2 3/4 3/8 4 8 16 30 40 50 100 200 100 PERCENT FINER BY WEIGHT 90 80 70 60 50 40 30 20 10 0 100 50 Relerence: ASTM 0 422 10 5 1 0.5 0.1 0.05 GRAIN SIZE IN MILLIMETERS 0.01 0.005 0.001 COBBLES COARSE I FINE GRAVEL COARSE' MEDIUM 1 FINE SAND SILT OR CLAY Symbol Sample Source 1 '11 6-2 at 13.5 feet i ; i 1 : i ; 1 1 I I .1 1 1 I, , ;I t 1 1 i l 11 ) ; i li 1 1 . 1 1 1 1 L 1 1 I -i 1— ---L- -I- --I-- 1 ;- — . , — 41--r 1 -, ; 1 1 ; 11 , i 1 1 1 1 ; , , . . i 1 1 i , 1 ; 0 , . . 10 5 1 0.5 0.1 0.05 GRAIN SIZE IN MILLIMETERS 0.01 0.005 0.001 COBBLES COARSE I FINE GRAVEL COARSE' MEDIUM 1 FINE SAND SILT OR CLAY Symbol Sample Source Classification ----- 6-2 at 13.5 feet Silty sand (SM) Applied Cieolechnology Inc. Geotechnical Engineering Geology & Hydrogeology Particle Size Analysis State Farm insurance Service Center Tukwila, Washington PLATE 6 JOS NUMBER DRAWN 15,271.001 ECR DATE REVISED DATE 8 April 88 -27- 9.0 8.0 7.0 6.0 X 5.0 co H 4.0 co cc W 3.0 2.0 1.0 t._ 0.10 c W z V 0.0 CI) z U 1 0.10 01 02 03 HORIZONTAL DEFORMATION (in.) A Willernimaffrourrs 0 1 0.2 0 3 HORIZONTAL DEFORMATION (in.) • = 29° C'- 0 6.0 5.0 ,� 4.0 rn a rn w 3.0 cc 1- U) cc 2.0 W N 1.0 Reference ASTM D 3080 B 10 2.0 3 0 4 0 5 0 6.0 NORMAL STRESS (psf x 1000) TEST TYPE: Consolidated /Drained 7 0 8.0 Controlled Strain PHYSICAL CONDITIONS TEST NO. A B C I INITIAL 7 Height (in) 0.988 0.988 0.995 Water Content ( %) 33.1 33.1 33.1 Void Ratio 0.986 1.038 0.983 Saturation ( %) 93.4 91.9 90.1 Dry Density (pcf) 84.3 82.1 , 84.4 BEFORE TEST Time for 50% Consolidation (min) Time for 95% Consolidation (min.) Void Ratio after Dry Density (pcf) FINAL r Water Content ( %) 3S. 1 r 15.4 33.8 Void Ratio 0.949 0.962 0.90 c Saturation ( %) 100.0 100.0 100.0 Normal Stress (psf) , 969-; 783.0 1 973.7 1379.0 2977-R 1999.0 Maximum Shear (psf) Time to Failure (min) _ , Sample Source B -2 at 18.5 Classification sp GS est. 2.68 iii;1Applied Geotechnology Inc. Geotechnical Engineering Geology & Hydrogeology Direct shear Test Report State Farm Insurance Service Center Tukwila, Washington n. ATE JOB NUMBER 15,271.001 DRAWN EC R AAOC7OVED vik■ DATE aE`.'SEC DA'c 8 April 88 -28- w a 5.0 u) rn w N 4.0 m 6 3.0 N t • • .� :/' C 2.0��'V. .....� --�-� ....:... ;i B 1.0 .r. 0.025 w z U 0.0 rn W z 0 A 0.025 0.1 02 03 HORIZONTAL DEFORMATION (in.) A' •••..i 8 C 0.1 0.2 0 3 HORIZONTAL DEFORMATION (in.) O'= 390 C'= 0 6.0 _5.0 x 4.0 fn cn w 3.0 tr Cn cc 2.0 w cn 1.0 Reference ASTM D 3080 10 20 30 40 50 60 70 8.0 NORMAL STRESS (psf x 1000) TEST TYPE: Consolidated /Drained Controlled Strain PHYSICAL CONDITIONS TEST NO. A 8 C a F.: ? Height (in) 0.992 1.006 1.004 Water Content ( %) 21.6 _ 21.6 21.6 Void Ratio 0.756 0.684 0.78s Saturation ( %) 95.0 97.0 90.5 Dry Density (pcf) 95.3 99.3 93.7 BEFORE TEST Time for 50% Consolidation (min.) Time for 95% Consolidation (min.) Void Ratio after Dry Density (pcf) FINAL Water Content ( %) 27.8 24.2 28.1 Void Ratio 0.746 0.649 0.751 Saturation ( %) 100.0 1488.9 100.0 2977.8 100.0 4466.8 3845.0 Normal Stress (psf) Maximum Shear (psf) 1416 _ n 9915 n Time to Failure (min) _ Sample Source B-2 at 28.5 feet Classification SP Gs est. 2.68 Applied Geotechnology Inc. Geotechnical Engineering Geology & Hydrogeology Direct sheer Test Report State Farm insurance Service Center Tukwila, Washington JO8 NUMBER DRAWN 15,271.001 ECR APPO( DATE REVISE: ATE 8 April 88 -29- 3 Copies 1 Copy 2 Copies DISTRIBUTION The Castillo Co., Inc. 2045 E. University Drive Post Office Box 21087 Phoenix, Arizona 85034 Attention: Mr. Romualdo de Blas State Farm Insurance Companies One State Farm Plaza, SC -3 Bloomington, Illinois 61710 Attention: Mr. Richard Rash Assistant Director Corporate Properties Applied Oeotechnology Inc. State Farm Insurance Companies One State Farm Plaza, SB -1W Bloomington, Illinois 81710 Attention: Mr. Tom Novosad Design Superintendent. Building Design & Construction Technical and Quality Assurance Review by. B. Harakas, P.E. ciate Engineer SJP /VPL /tag -30- A report prepared for The Castillo Company, Inc. 2045 E. University Drive Post Offico Box 21087 Phoenix, Arizona 85034 Applied Geotechnology Inc. IRE@ROVgill AUG 181999 MAHAN & DESALUO, INC. SUPPLMHENTAL GEOTECH,NICAL ENGINEERING STUDY PROPOSED STATE FARM INSURANCE SERVICE CENTER TUKWILA, WASHINGTON AGT Project No. 15,271.001 Susan J. P oyar 4144'117P-1 4144'117P-1 Project ngineer Vi Dent 7 -oko, P. Senior Engineer APPLIED GEOTECHNOLOGY INC. 300 120th Avenue N.E., Building 4, Suite 215 Post Office Box 3885 Bellevue, Washington 98009 206/453 -8383 and 2501 East "D" Street, Suite 215. Tacoma, Washington 98421 206/383 -4380 May 20, 1988 AEC CITY W IIIIIVALA v ^ 1 1989 �iUa l '• ar% Appllod Osotechnology Inc. TABLE OF CONTENTS I.. INTRODUCTION A. General 1 B. Purpose and Scope of Services 1 2 II. SITE CONDITIONS A. Subsurface B. Groundwater III. DISCUSSION AND CONCLUSIONS A. General B. Pile Foundations C. Wall Footings D. Slab -on -Grade Floor . . . . . E. Limitations and Additional Services 5 5 5 8 7 • • • • • 7 IV. DESIGN RECOMMENDATIONS . . . . . . • • • • • • • • • • • ... • A. General .. . . . . . . . .... . . . . B. Pile Foundations . . . .. . • . • . . V. CONSTRUCTION RECOMMENDATIONS . . . . . . . . . ... ..12 A. Pile Foundations . . . . . . . .. . . . . •• . 12 APPENDICES Appendix As Field Exploration. . Appendix Bs Laboratory Testing . 18 . ▪ . . . .. . . . 19 . . .. . . . . . . 25 DISTRIBUTION 30 Applied Ooet.ohnolo,y lee. LIST or ILLUSTRATIONS Figura i Site Plan . • . . . . ..: Figura 2 Pile- Capacity Chart . ....,`. . i1 'Plata. 1 Soil Classification /L•gind . ... . . 2O :Plat•i 2 thru 5 Logs of Borings . . . , . ▪ . . . ▪ 21 • .Plata 6 Particle Siz• Analysis, .. ▪ . `. .... , .27 . Plats 7 ::and 11 Direct Shaar Tait Reports ... . . .. .. . ..2d I. INTRODUCTION A. General Applied ***technology Inc. This report presents the results of our supplemental geotechnical engineer- ing study for the proposed State Farm Insurance Service Center in Tukwila, Washington. Foundation design recommendations provided herein supplement those presented in our October 9, 1987, report prepared for the project. This additional study has been required by significant changes in the pro- posed facility design, as described below. The original service center design, used in planning and performing our earlier study, included a single -story structure built approximately at existing site grades. Sustained column and wall loads were relatively light. The recommended foundation support alternative consisted of isolat- ed and continuous shallow spread footings sized with relatively light allowable bearing pressures. The proposed new design entails a much heavier two - story, steel - framed structure with brick and glass curtain walls. Maximum anticipated column loads will be approximately 200 kips, over three times higher than those required for the original design scheme. Based on these new loading conditions and our understanding of subsurface conditions from the previous study, we recommended additional subsurface exploration and analysis be performed to provide a basis for reevaluating foundation support requirements. We submitted a scope of services and associated cost estimate to perform the additional work March 11, 1988, and received written authorization to proceed March 22. B. Purpose and Scope of Services The purpose of our services was to explore subsurface conditions and provide geotechnical recommendations for foundation support of the modified structure. Specifically, we performed the following tasks: o Explored subsurface conditions with two drilled borings and combined the results with the information obtained from the previous study to characterize subsurface conditions. o Performed laboratory analyses on selected soil samples to provide parameters for our engineering analyses. o Performed engineering analyses to evaluate various alternatives for foundation support of the proposed structure. The results of our supplemental study are presented herein. Supporting information is presented in the appendices. • II. SITE CONDITIONS A. Subsurface Applied Oeetechnolooy Inc. We previously explored subsurface conditions to depths of up to 16.5 feet below land surface with backhoe test pits. Two drilled borings extending to 50 feet were performed for the supplemental study. Both were drilled within the proposed building area, as indicated on Figure 1, Site Plan. Edited and drafted boring logs, along with a key to our soil classification system, are presented in the Appendix on Plates 1 through 5. The following description of subsurface conditions is based on the combined information generated from both exploration phases. Fill was encountered in all explorations and appears to cover the entire site. The fill material consists primarily of soft to very stiff, moist, gray to brown silt to sandy silt. This Silt Fill extends from land surface to depths ranging from 5 to 15 feet. The Silt Fill ranges from about 7 to 10 feet thick in the area of the proposed service center building. Native alluvial soils underlie the Silt Fill within the building area. As expected in an alluvial setting, these materials are complexly interbedded, containing discontinuous lenses of sand and silt. The alluvium generally grades coarser with depth. Most explorations encountered brown to gray, soft to stiff silt to sandy silt directly beneath the Silt Fill. This Silt extended to the depths explored in several test pits. The Silt was pene- trated in several other test pits and in Boring 1, and ranged from 3 to 7 fest thick. Silt was not encountered in Boring 2. Loose to medium dense,, brown, silty fine sand to sand with some silt was encountered in several explorations beneath either Silt Fill or Silt. This Silty Sand extended to the depths explored in several test pits, and to 26 feet below land surface in Boring 2. Silty Sand was not encountered in Boring 1. Clean, fine to medium - grained and medium dense to dense Black Sand was encountered beneath the Silt at 15 feet in Boring 1 and beneath the Silty Sand at 28 feet in Boring 2. Black Sand extended through the base depth of both borings performed for the supplemental study. As indicated by tho . borings, the surface level of the Black Sand may vary considerably across the site. An MSA 361 combustible gas meter calibrated for methane was used to check borings for combustible organic vapors potentially associated with an 'ban-, doned landfill located near the site. No combustible vapors were detected. Groundvatr Ms a ncount arsd,groundwatsr..approximatsly 13 to 14 foot below land surface in'both.tha r.csnt borings: Groundwater occura.und.r semi- confinsd'condi- tions within the Silty Sand and Black Sand. `Groundwater 1•v.ls,.app ar to be slightly. above the watdr,laval in thaadjacsnt Grssn`Rivsr. zz W E 7 c3 C . °e �.. • S •n g g< Ire o» as m Zg �Fy =a • • tur PC • 1 1' o 0 N III. DISCUSSION AND CONCLUSIONS A. General Applied Oeotechnology Inc. The column loads imposed by the proposed structure are relatively high. This, combined with the relatively low available bearing capacity and moderate compressibility of the Silt Fill, would require large spread foot- ings and a structure tolerant to overall and differential settlement. Con- sequently, we conclude that spread foundation support of the service center is not appropriate, and recommend that the entire structure be supported on piles extending into the Black Sand that underlies the site. Based on the loading requirements and subsurface conditions, we recommend either driven timber or concrete auger cast piles be used for this project. The following sections provide detailed design and construction recommenda- tions for pile foundation support of the proposed service center. Conclu- sions and recommendations provided in our October 9, 1987, geotechnical report for other aspects of the project, including site preparation earth- work, drainage, and pavement design, remain applicable to the modified design scheme. B. Pile Foundations Both treated timber and bored (or auger cast) piles were evaluated for foundation support. Both pile types are frequently used in the area for similar projects, and would be acceptable for this site. Each type has advantages and disadvantages, and the structural engineer should indicate the preferred alternative. Timber Piles: Timber piles will support axial loads of up to approximately 40 tons. A benefit of timber piles is that pile driving will help to densify the loose, Silty Sand where it occurs and improve overall founda- tion conditions. Timber piles would be driven to either a minimum depth or to refusal within the Black Sand. The depth to the Black Sand varies . across the site and there may be a significant amount of cut -off on timber piles which meet refusal before the recommended minimum depth. Auger Cast Piles: Drilled concrete piles are also suitable for this site. Concrete auger cast piles develop support primarily through side friction and require a minimum embedment into the Black Sand. we provide allowable axial capacities for 14 -inch, 16 -inch, and 18 -inch diameter piles, all of which are frequently used in the Seattle area. Applied Oeotechnology Inc. The Unified Building Code stipulates that auger cast concrete piles should be no longer than 30 times their diameter. The King County building department is adhering to this restriction. Consequently, our pile capaci- ty recommendations indicate cut -off depths for each pile size. The upper portion of auger cast pile are typically steel reinforced. The reinforcement provides the means for structurally connecting the pile to the pile cap, provides resistance to bending under lateral loads, and allows the reinforced portion of the pile to be used to provide resistance to uplifting loads. The point of fixity for auger cast pile design is pro- vided herein. Verification of adequate pile embedment into the Black Sand will b. diffi- cult. Evaluation of embedment is typically based on changes in drilling resistance. At the Tukwila site however, the difference in drilling resistance between the Silt Fill, Silt, or Silty Sand, and the Black Sand will likely not be great and may be difficult to observe. Consequently, we suggest that the specifications call for "pull out" tests to check pile embedment. Pull out tests for auger cast piles involve pulling out the auger, preferably without rotation, after the auger has been advanced to the planned depth. Soil cutting on the auger can be checked to indicate approximate locations of contacts between soil types. We recommend that at least two pull out tests be performed - one each near the locations of the two supplemental borings. The data obtained from the soil borings can then be compared to drilling rate and resistance measure- ments, and the pull out test observations, to develop rules for evaluating pile embedment. Additional pull out tests should be performed at the engi- neer's discretion. Auger cast pile installation methods, even with the above - described tests, do not afford the opportunity for direct inspection of installation -- indirect observations are used to verify installation adequacy. Conse- quently, some level of uncertainty regarding installation adequacy and pile capacity are inherent in the system. Therefore, we recommend that all heavily loaded columns be supported on a minimum of two (2) auger cast piles. C. Wall Footings Exterior curtain and interior partition wall footings should be pile sup- ported, either directly through piles or through structural connections to the column pile caps. Walls should not be supported on shallow spread footings bearing in the Silt Fill. Footings completed within the Silt Fill will settle, both overall and differentially, as indicated in our previous report. These settlements would be significantly greater that those of columns founded on piles. This imbalance could cause intolerable structural distortions. . Slab -on -Grade Floor Appllod Oootnchnotosy Inc. We recommend that the concrete slab -on -grade floor for the service center be structurally separated from the primary foundation system to minimize settlement and cracking problems. Mechanical joints should be provided in the slab at the edge of the pile caps. In our opinion it is not necessary to structurally support the slab. E. Limitations and Additional Services We prepared this report for the exclusive use of The Castillo Company and. State Farm Insurance, and their other consultants, for this project only. The analyses, conclusions, and recommendations in this report are based on conditions encountered at the time of our field investigation, design information provided to us, and our experience and engineering judgement. AGI. cannot be responsible for the interpretation of the data contained herein by others. Our work has been performed in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently prac- ticing under similar conditions in the area. No other warranty, express or implied, is made. We must presume the conditions encountered are representative of the entire property. However, subsurface conditions may vary between exploration locations and with time, and unanticipated conditions can and often do occur. If differing conditions are exposed during construction, or the design is modified, we should be requested to reevaluate our recommenda- tions and to provide a written confirmation or modification, as necessary. We cannot be responsible for the applicability of our recommendations if not afforded this opportunity. We recommend you retain us to review final project plans and specifications to verify that the intent of our recommendations has been properly inter- preted and included. We also recommend we be retained to provide construc- tion monitoring services during the geotechnical phases of construction. This will allow us to verify subsurface conditions are as anticipated, and to observe and test the Contractor's work as your representative IY. DESIGN RECOMQNENDATIONS A. General Applied Oeotechnolo,y Inc. The following paragraphs present our design recommendations for the modi- fied building design. These recommendations should be applied in their entirety and in conjunction with our October 9, 1987 report, and with the Construction Recommendations provided in Section V herein. B. Pile Foundations Design recommendations are provided for both pressure - treated timber and concrete auger cast piles. The allowable capacities provided are based on ,soil strength and on estimated dead plus live loads imposed and are for single piles. These loads may be increased by one -third for short term seismic loading and wind loads. o Pressure treated timber piles. - Minimum Dimensions i2 -inch butt 8 -inch tip Minimum Embedment into Black 10 feet (or to refusal) Sand for Column Support Minimum Embedment into Black 5 feet (or to refusal) Sand for Grade Beam Support - Allowable Axial Compressive Capacity As per Figure 2 - Point of Fixity 8 feet below pile cap base - Allowable Lateral Capacity 1 ton at 1/4 -inch deflection o Concrete Auger Cast Piles - Minimum Dimensions 14, 16, or 18 -inch Minimum Embedment into Black 10 feet Sand for Column Support - Minimum Embedment into Black Sand for Grade Beam Support 5 feet Concrete Auger Cast Piles (continued) - Allowable Axial Downward Capacity (including downdrag discount) Applied Oeetechnolosy Inc. As per Figure 2 - Point of Fixity 8 feet below pile cap base - Allowable Lateral Capacity 2.5. 3.5. and 4.0 tons for 14, 18, and 18 -inch diame- ter piles, respectively, at 1/4 -inch deflection. Axial pile capacities are based on soil strength and approximate structural capacity of the suggested pile types. The structural engineer should verify allowable loads based on actual loading conditions. Allowable lateral capacity accounts for pile spacing and soil strength reduction due to cyclic loading. Pile Groups - Pile group efficiency 1.0 for timber 0.75 for auger cast Minimum center -to- center pile spacing 3 pile diameters Pile Settlement - Estimated total settlement of single. pile Estimated total settlement of 3 pile group - Estimated differential settlement between individual piles Estimated differential settlement between pile groups 1/2 inch, or less i /2'inch, or less 1/4 inch • 1/4 'inch Applied 0ootsehnolosy Inc. Lateral Loads Lateral loads may bs resisted by passive resistance of compacted backfill acting. against` pile.. caps and grad. beams. Passive resistance 325. :unds' -per cubic b (pcf); equivalent , fluid.: Alinsity., Thi11,,OtWido. s snot include} a r�load - factors the structural engineer a a hit fcF✓.Ssl ty lA Y� t.. ,L r .' . o Ihould provvids' },,this �, factor. Thpr -/,,upper 4i -loots 'o! ,.oil should ; be � �. �,.,,,..�� �.,.��: tr of ,� . . nppl.ct d ,yin dssipn computations unless protect.d by. paysmsnt : or : con crate' slab on- grade., "` Uplift Resistants Uplifting loads may be resisted by thv plies -- allowable uplift values for both timber and auger cast piles are provided on Figure 2. 101 u"`pirZcast piles °' -"i to' p'rovid� ;upiift; resis3tunc.;; sw.r; recom end; hat ,tholentir pile tlength °bn[ steel; r.inforc.d 00 10 20 0. 0 E 0 30 Jo 40 50 Allowable Axial Compressive Pile Capacity (tons) 10 20 30 40 50 60 X Indlcates maximum allowable pie length based on limit criteria of 30 times pile diameter. auger cast Notes: * Embedment depth should be calculated from base of pile cap. * Compressive axial capacities may be increased by one -third for short term wind and seismic loads. * Allowable uplift capacity 60 percent of compressive capacity for timber plies and 75 percent for the steel reinforced portion of auger .cast plies. iiii;Applied Geotechnology Inc. Geological Engineering Geology & Hydrog.agy Pile Capacity Chart State Farm Insurance Service Center Tukwila, Washington FIGURE 2 JOB NUMBER 15,271.001 DRAWN NB Yv` DATE REVISED DATE 5/15/88 V. CONSTRUCTION RECOMMENDATIONS A. Pile Foundations 1. General Applied aooteehnoloey Inc. This section covers the furnishing and installation of a driven pile foundation system, consisting of either pressure treated timber or auger cast concrete piles at the locations and to the elevations shown on the project plans or described in the specifications. Terms used in this section are defined as follows: Timber Pile: A pressure treated wooden pile having a minimum tip diameter of 8 inches and a taper of not less than 1 inch in 10 feet and meeting the requirements of ASTM D25 for grade, quality, size, straightness, manufacture, seasoning, and tolerances. o Strapping: High tensile steel banding wrapped at least twice around the pile butt, about 12 inches below the top of pile, and firmly connected and fixed in place. Strapping helps to prevent the pile butt from splitting and brooming during driving. o Auger Cast Concrete Piles: Should be a minimum of 14 inches in diameter. They are cast in place concrete or grout piles in- stalled by using continuous - flight, hollow -stem auger and a two - stroke grout pump. Concrete grout is pumped, under pressure, through the auger stem as the auger is slowly withdrawn at a constant and steady rate from the hole. Concrete or Grout: Should be ordinary or rapid hardening Portland cement having • minimum compressive strength at 28 days of 4,000 psi. The use of cements other than these should comply with rele- vant standards and be to the approval of the engineer. o Grout Mix: Should be made with clean water free of acids or other impurities, should be readily pumpable, and cement content shall be not less than 0.5 of the total aggregate weight per unit volume, unless otherwise approved. Reinforcing: For all auger cast piles should consist of a rein- forcing cage of rebar or, equivalent structural steel placed in the pile hole. This reinforcing cage must be hand placed immediately after auger removal and grout placement. Applied Oeotechnolopy Inc. Pull -out Test: Consists of augering to the specified depth and then pulling the auger out of the hole, preferably without rotation. The soil on the auger is examined by the Geotechnical Engineer to ascertain embedment into Slack Sand. The pull -out test helps to ensure adequate and economical pile installation. Contractor's Responsibility All piles should be furnished and installed by a Contractor experienced in similar work and qualified to install piles in accordance with the plans and specifications. The Contractor should be responsible for providing all necessary labor, supervision, materials, tools and equipment to locate, install and cut off piles for the foundations in accordance with the plans and specifications. He should also be responsible for using all available data, including but not limited to, the project geotechnical report, the plans and specifications. 3. Quality Control and Monitoring of Installation The Contractor's work should be performed under the full -time observation of the Geotechnical Engineer who will be present during the pile installa- tion operations to observe the work and correlate driving . or drilling behavior with subsurface data. The Geotechnical Engineer shall at all times have access to the work, and the Contractor should furnish the. Geotechnical Engineer with every reason- able facility for checking the workmanship for conformance with the goo- technical aspects of the plans and specifications. The Contractor should be responsible for marking each timber pile in 1 -foot increments, starting at the tip, and should use enlarged numerals to indi . cats the length of the pile at 5-foot intervals . The markings ahould.be such that they are not obliterated or' mad. unreadable during slinging and handling. The piles should be oriented in the. leads so that the' marking are visible for monitoring purposes. For drilled in -place auger cast concrete piles, the Contractor should be responsible for marking the leads in 1 -foot increments, beginning at the top of the leads, and should use enlarged numerals to indicate the depth of penetration at 5 -foot intervals. The markings should be such that they are not obliterated or made unreadable during drilling. Applied Geotechnology Inc. The Geotechnical Engineer will keep a complete written record of each pile driven or drilled, noting the date, time type, location, diameter, size, verticality, and driving record with blow counts or drilling rate. The record should also reflect any work stoppages during installation, and details of the ancillary equipment being used. Grout volumes pumped, grout pump pressures, and number of pump strokes will also be recorded for auger cast piles. Copies of these records should be provided to you, the Con- tractor, and the Architect for review. The Contractor should be responsible for notifying the Geotechnical Engi- neer at least 48 hours in advance of starting or restarting any pile installation; he should not proceed with the work unless the Geotechnical Engineer is present on the site. 4. Submittals The Contractor shall submit the following information before beginning work on the site: o Before any concrete is placed in auger cast piles or pile caps, the Contractor should furnish for approval a concrete mix design for each type of concrete to be used, and, in the case of auger cast piles, a curve indicating flow rate per stroke for the grout pump o List of equipment intended to be utilized in the driving, noting hammer type, size, cushion types, and lead lengths, or equipment to be used in augering, including lead lengths and crane capaci- ties. 5. Driving Equipment o Hammer: Timber piles may be driven with either a diesel, steam, or air operated pile hammer. Drop hammers should not be used. The hammer furnished should have a capacity at least equal to the hammer manufacturer's recommendation for the total weight of pile timber piles, the driving energy of the hammer should not be less than 15,000 foot pounds of energy per blow. All pile driving ham- mers should be maintained by the Contractor in good operating con- dition and operated according to the manufacturer's recommenda- tions. Diesel powered hammers shall be operated at the rate recommended by the manufacturer for hard driving. Sufficient pressure shall be maintained at the steam hammer so that (1) for double- acting hammer, the number of blows per minute during and at the completion of driving of a pile is equal approximately to that at which the hammer is rated; (2) for single- acting hamper, there is a full upward stroke of the ram; and (3) for differential type hammer, there is a slight rise of the hammer base during each upward stroke. Applied Oootechnology Inc. o Driving Helmets and Cushion Blocks: A steel driving helmet or cap including a cushion block or cap block should be used between the top of the pile and the ram to prevent impact damage to the pile. The driving helmet or cap and cushion block combination should be capable of protecting the head of the pile, minimize energy absorption and dissipation, and transmit hammer energy uniformly and consistently during the entire driving period. The driving helmet or cap should fit loosely around the top of the pile so that the pile may rotate slightly without binding within the driv- ing head. The Contractor should demonstrate to the satisfaction of the engineer that the equipment to be used on the project per- forms the above functions. The cushion block may be a solid or laminated soft wood block with the grain parallel to the end of the pile enclosed in a close fit- ting steel housing. The block should be at least 4 inches thick and suitable for the length of pile to be driven and the character of subsurface material to be encountered. Generally, thicker blocks are required for longer piles and softer subsurface materi- al. The cushion block should be replaced if it has been damaged, split, highly compressed, charred or burned, or has become spongy or deteriorated in any manner. Under no circumstances will the use of small wood blocks, wood chips, rope, or other material permitting excessive loss of hammer energy be permitted. o Leads: During driving operations, the pile and hammer should be held firmly in proper alignment by fixed driving leads. Leads should be of sufficient length so that the use of a follower will not be necessary. Leads adapted for the driving of batter piles should be employed for work involving inclined piles. o Followers: Driving of piles with followers should be avoided un- less authorized by the Engineer in writing. B. Augering EauiDment Augering equipment should have a motor of sufficient size and energy to auger through anticipated subsurface strata. o Leads: During augering operations, the hollow -stem auger should be held firmly in proper alignment by fixed leads. For auger cast piles, the leads and auger must be long enough to auger the pile hole in one continuous motion to the design tip elevation. o Grout Pump: For auger cast piles the grout pump should be of sufficient size to continuously pump grout at sufficient pressure and volume to prevent the hole from sloughing or heaving as the auger is withdrawn. Applied Geotechnology Inc. 7. Timber Pile Installation o Pile Penetration: Care should be taken to avoid damage in placing the pile in the leads and during the pile driving operations. Piles should be laterally supported during driving, but should not be unduly restrained from rotation in the leads. Piles may be driven to the depth designated in the plans and specifications or to refusal. o Driving Criteria: All timber piles should be driven deep enough to achieve allowable design capacity designated in the plans and specifications. o Obstructions: Piles that encounter refusal before reaching design elevation and are suspected of encountering an obstruction should be abandoned or pulled and a new pile driven. Obstructions may be suspected above Elevation 15 feet. o Tolerances: Piles should be driven by the Contractor as accurate- ly as possible in the correct location. The final position of the pile head should not deviate more than 6 inches from the location indicated on the plans and should not deviate from the vertical by more than 1/4 -inch per 5 feet of length. The Contractor should not pull piles into place after driving. o Heave Monitoring: The Contractor should survey the piles before any other pile is driven within a 25 -foot radius of that pile. The piles should be marked, or the elevation of the butt after cut all determined, so that the pile's elevation may be monitored for heave. The elevations should be determined within 0.01 foot and referenced to a permanent bench mark located on a fixed structure that will be unaffected by construction or pile driving activity on this site. Pile elevations should be re- surveyed before pile caps are installed and after driving of any piles within a 25 -foot radius is complete. Piles that heave more than 1/2 inch should be re- driven. 8. Auger Cast Pile Installation o Pile Penetration: The top of the auger should be squared to the longitudinal axis of the augered hole, then augered to the depth indicated on the project plans. o Grout Placement: After a given hole is augered to its design depth, the auger should be withdrawn at a slow uniform rate as the grout is pumped in place. The grout pressure should be sufficient to prevent sloughing or heaving of the hole and the formation of a non - continuous pile. Applied deotechnolopy Inc. Obstructions: Piles that encounter refusal before reaching design tip elevation should be abandoned and a new pile drilled at a new location selected by the Structural Engineer. Tolerances: Piles should be drilled by the Contractor as accurately as possible in the correct location. The final posi- tion of the pile head should not deviate more than 6 inches from the location indicated on the plans and should not deviate from the vertical by more than 1/4 -inch per 5 feet of length. Installation Seauence: Piles within a pile group or piles closer than 5 feet edge -to -edge should be installed in a staggered se- quence that avoids the disturbance of adjacent piles. A minimum period of 24 hours, or as determined by the Structural Engineer, should be allowed between the drilling of adjacent piles. Reinforcement: Immediately after the pile is cast, the reinforc- ing cage must be installed in the grout- filled pile hole. Rein- forcing steel should extend far enough above the concrete or grout to insure that a sound connection can be made between it and the structural element it supports. 9. Correction of Defective Work During driving or drilling, the Geotechnical Engineer will examine the piles for alignment, visible breakage or splitting, or other irregular- ities. Auger cast piles will be examined to verify that sufficient grout was placed at a uniform rate to create a continuous pile. Piles that fail to meet the requirements of the plans and specifications, or for any other justifiable reason are unacceptable, should be considered defective and will be rejected. The Contractor should submit his plans for correcting any defective work to the Architect in writing for approval before correcting any of the work. Additional piles should be installed by the Contractor to replace defective piles. All design, construction and inspection costs associated with pile replacement or changes in the foundation elements by reason of improper or defective pile installation, should be at the Contractor's expense. Rejected piles should remain in the ground and should be cut at least 2 feet below the final cutoff elevation. The Contractor should backfill any resulting hole with Select Fill or crushed rock before proceeding with any other work. APPENDICES Applied Oiotochnolooy Inc. Applied Oeotoclhnology Inc. APPENDIX A Field Exploration We performed the supplemental subsurface exploration March 30, 1988, by drilling two borings to a maximum depth of 50 feet below existing site grade at the approximate locations indicated on the Site Plan. The borings were drilled using a truck - mounted, Mobile B -80 drill rig equipped with continuous flight hollow -stem auger. We used a split barrel sampler with a larger diameter than the standard SPT split spoon in order to recover bet- ter quality soil samples. For engineering analyses, it is necessary to correct the number of blows per foot obtained with the modified sampler to obtain an equivalent "N- value ". The number of blows per foot actually recorded with the modified assembly, however, are the values shown at the appropriate sample depth on the boring logs. Their locations are indicated on the initial boring logs by the symbol for an "undisturbed sample" which is shown in the sample designation box on Plat• 1, Soil Classification /Legend. The boring locations were measured in the field by taping from staked original building corners. Boring elevations were determined by interpola- tion between the test pit elevations which were surveyed by Touma Engi- neers. The locations and elevations should only be considered accurate to the degree implied by the location method used. It should be noted that the elevations given for test pits during the original investigation were 5.4 feet higher than King County Standard Datum according to Touma Engineers. The borings were monitored by our engineer who laid out specific boring locations, examined and classified the materials encountered, obtained representative soil samples and recorded pertinent information including soil sample depths, stratigraphy, soil engineering characteristics, and groundwater occurrence. Groundwater levels are those existing at the time drilling was completed. Representative soil samples were obtained and were classified in accordance with the Unified Soil Classification System which is presented, with a key to the Boring Logs, on Plate 1. All samples were sealed to limit moisture loss, labeled, and returned to our laboratory for further examination and testing. The Boring Logs, modi- fied to reflect the results of laboratory examination and testing, are pre- sented on Plates 2 through 5. The stratification lines, shown on the individual logs, represent the approximate boundaries between soil types; actual transitions may be either more gradual or more severe. UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS TYPICAL NAMES COARSE GRAINED SOILS MORE THAN HALF IS LARGER THAN NO. 200 SIEVE GRAVELS MORE THAN HALF COARSE FRACTION IS LARGER THAN NO. SIZE 4 SIEVE SIZE CLEAN GRAVELS WITH LITTLE OR NO FINES Gw rr id ', • s WELL GRADED GRAVELS, GRAVEL -SAND MIXTURES GP �� ".0 `t .. . ; POORLY GRADED GRAVELS GRAVEL-SAND MIXTURES GRAVELS WITH OVER 12% FINES • GM SILTY GRAVELS. POORLY GRADED GRAVEL- SAND - SILT MIXTURES GC CLAYEY GRAVELS, POORLY GRADED GRAVEL - SAND - CLAY MIXTURES SANDS MORE THAN HALF,; COARSE FRACTION IS LARGER THAN NO. 4 SIEVE SIZE CLEAN SANDS WITH LITTLE OR NO FINES SW • • :•:. i WELL GRADED SANDS, GRAVELLY SANDS SP "T•' •� POORLY GRADED SANDS, GRAVELLY SANDS SANDS WITH OVER 12% FINES SPA wr-r SILTY SANDS, POORLY GRADED SAND - SILT MIXTURES .mom CLAYEY SANDS, POORLY GRADED SAND - CLAY MIXTURES •_; FINE GRAINED SOILS MORE THAN HALF IS SMALLER THAN NO. 200 SIEVE SILTS AND CLAYS LIQUID LIMIT LESS THAN 50 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS, OR CLAYEY SILTS WITH SLIGHT PLASTICITY CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS 01. O ORGANIC CLAYS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY mionor SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 MH El INORGANIC SILTS, MICACEOUS OR DIATOMACIOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS CFI INORGANIC CLAYS OF HIGH PLASTICITY FAT _ 014 _ ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS M PEAT AND OTHER HIGHLY ORGANIC SOILS NOWRIA SAMPLE "Undisturbed" ® Bulk (jf Not Recovered GRAPHIC LOG Well Defined Change Gradational Change Obscure Change End of Exploration BLOWS/FOOT Hammer is 140 pounds with 30 inch drop, unless otherwise noted S - SPT Sampler (2.0 Inch O.D.) T - Thin Wall Sampler (2.8 Inch Sample) H - Split Barrel Sampler (2.4 Inch Sample) MOISTURE DESCRIPTION Dry - Considerably less than optimum for compaction Moist - Near optimum moisture content Wet • Over optimum moisture content Saturated - Below water table, in capillary zone, or in perched groundwater LABORATORY TESTS Consol LL PL Gs SA Tx DS VS Comp - Consolidation - Liquid Limit - Plastic Limit • Specific Gravity - Size Analysis - Triaxial Shear • Direct Shear - Vane Shear - Compaction UU • Unconsolidated • Undrained CU - Consolidated • Undrained CD - Consolidated • Drained Applied Geot.chnology Inc. Geotechnical Engineering Geology & Hyarogeology • Soil Classification /Legend State Farm Insurance Service Center Tukwila, Washington PLATE 1 JOB NUMBER 15, 271.001 DRAWN EC R APPRQ DATE 1 April 88 REVISED DATE -20- Laboratory Tests g L .� Equipment Mobile B80 HSA .9 ° �' E 4 feet m c) oo a w Elevation .__2. _.�.._ ` Date 3130/88 15 25 94 26 98 45 74 33 38 0 5 10 15 • 20 { 5 -1 35 • • • GRAY SILT (ML) soft to medium stiff, moist; with trace fine sand and clay and occasional wood chips (Fill). Becomes stiff, wet; with layers of gray -brown sandy silt and gray silt fragments. BROWN SILT (ML) medium stiff, wet; with trace sand and clay. 2. 3/30/88 BLACK SAND (SP) medium dense, saturated; fine sand. Becomes dense. Applied Geolechnology inc. Gsotschnicsl Engineering Geology i Hydrog.ology Log of Boring 1 State Farm Insurance Service Center Tukwila, Washington PLATE 2 JO. NUM M 15.27t001 OnAWN ECM AI/MOVED DATE UVIUD OATS 1 AprII es Boring terminated: at. depth 50 feet on 3/30/88. Applied Gaowchnology Inc. Geotechnical Engineering Geology & Hydrogeology Loy of Boring 1 (cont.) State Farm insurance Service Center Tukwila, Washington PLATE 3 JOG NUMW 15,27t001 OI AM4 ECM 'WE nIVIEEO DATE 1 April 5s Laboratory Tests • L a Equipment " m 2 chi cc a c w Elevation 32 90 19 84 SA 6 33 84 DS 2▪ ", N ,1•Pi. ▪ Tree f 15 • f. r.� • Wiz; 33 84 • .�..`. 20 �� may.., ■ . • - 15 30 93 ��'' " 25 n40 • DS 19 22 95 20 34 Mobile B80 HSA 25.5 feet Date 3/3o/88 GRAY -BROWN SILT (IIL) soft to medium stiff, wet; with trace sand, trace gravel, trace organics and trace clay (Fill). Becomes medium stiff with some sand with occasional black staining. BROWN SILTY SAND (SM) loose, moist to wet; fine laminated sand. .Q 3/30/88 Becomes saturated, less silty. Becomes more silty. Becomes medium dense. BLACK SAND (SP) medium dense, saturated; fine to medium sand. BROWN SILTY SAND (SM) medium dense, saturated; fine sand. BLACK SAND (SP) medium dense, saturated; fine to medium sand. With trace gravel. Becomes dense. AppNsd GsoMehnology Inc. G.otechnicel Engineering Geology • Hydrogeology Log of Boring 2 State Farm Insurance Service Center Tukwila, Washington PLATE 4 JOE NUANIEII 16, 271.001 DIIAWN EC R APP Q%fO DATE AIMED DATE U'Y L.• 1 April 65 -23- • Laboratory Tests i L m 2 O (o 0 40 146 47 21 45 104 50 Equipment Mobile B80 HSA Elevation 2 5.5 feet Date 3/30/88 • 55 , 85- 70- 3 75- • 80— Sand is predominantly fine grained. Becomes fine to medium grained. Boring terminated at depth 50 feet on 3/30/88. AppNed (Neo sGhnobgy inc. Gsotschnical Engineering Geology & Hydrog•ology Log of Boring 2 (cont.) State Farm insurance Service Center Tukwila, Washington PLATE 5 JOe NUMain 15,271.001 DRAWN EC R Arno ri DAY! wow DATE 1 April ee -24- APPENDIX B Laboratory Testing A. General Appllod Geotechnology Inc. We performed laboratory tests on several representative soil samples to better determine the soil classification of the units encountered and to evaluate the material's general physical properties and engineering charac- teristics. A brief description of the tests performed for this study is provided below. In accordance with our General Conditions, the soil samples for this project will be discarded after a period of 30 days following comple Lion of this report unless we are otherwise directed in writing. B. Soil Classification As mentioned earlier, all soil samples are visually examined in the field by our representative at the time they are obtained. They are subsequently packaged and returned to our laboratory where they are reexamined and the original description is checked and verified or modified. With the help of information obtained from the other classification tests, described below, the samples are described in general accordance with the Unified Classifi- cation System, ASTM Test Method D- 2487 -83. The resulting descriptions are provided at the appropriate sample location on the individual boring log and are qualitative only. The attached Soil Classification /Legend, Plate 1, provides pictorial symbols that match the written descriptions. C. Noisture /Density Moisture content and dry density tests were performed on several samples obtained from the borings to approximately 'determine the in -place moisture content and the associated dry unit weight (dry density) of the soils. The moisture content is determined in general accordance with the ASTM Test Method D- 2216 -80 and the dry unit weight is computed on the basis of this result and the volume of the sample container. The results of these tests are presented at the appropriate sample depth on the boring log. D. Particle Sims Analysis A grain size analysis was conducted on one soil sample to determine the size distribution of the sampled soil. The information gained from this analysis allows us to provide a detailed description and classification of the in -place materials. The result is presented on Plate 8, and classifi- cation symbols are provided as part of the appropriate individual sample descriptions on the boring logs. Applied Oeot.chnolegy Inc. Direct Shear Test We performed direct shear tests on, six relatively undisturbed samples to determine the shear strength of the in -place soils. The tests were per- formed, in general accordance with ASTM Test Method D- 3080 - 72(79), on sam- ples at the field moisture conditions. A normal load, appropriate to the anticipated foundation conditions. was applied to the test sample and the sample was then sheared under constant strain control. Tho results of these tests are presented on Plates 7. and 8, Direct Shear Tests. U.S. Standard Sieve Size (in.) U.S. Standard Sieve Numbers Hydrometer 3 11/2 3/4 Vs 4 8 16 3040 50 100 200 100 90 Ref erence: ASTM D 422 80 - 1- 3 6o co a: w50 1-- Z 40 30 70 20 10 0 100 50 10 5 0.5 0.1 0.05 GRAIN SIZE IN MILLIMETERS 0.01 0.005 0.001 COBBLES 1 COARSE 1 FINE !COARSE' MEDIUM 1 FINE I GRAVEL SAND SILT OR CLAY Symbol Sample Source Classification B-2 at . . Silty sand (SM) 1 : % 11 11 %1 1 . . :1 : i i . , . .• . 1 1 1 1 LI 1 t t 1 ill. 1 1 1 I 1 ■ ! , • 1 1 : . . . . . . , . . . 1 . 1 : • : I . t—t 1 1 1 • : , . . . . --- '. 1. 4 I • . .. , . : . , 1 ! I . • ill ! '.• ' .' '1 1 1 ' 1 , , I, 1 : ! . . h 1 1 '1 1 1. 1 ' i i . , •i . . , . . • 80 - 1- 3 6o co a: w50 1-- Z 40 30 70 20 10 0 100 50 10 5 0.5 0.1 0.05 GRAIN SIZE IN MILLIMETERS 0.01 0.005 0.001 COBBLES 1 COARSE 1 FINE !COARSE' MEDIUM 1 FINE I GRAVEL SAND SILT OR CLAY Symbol Sample Source Classification B-2 at 13.5 feet Silty sand (SM) 16 Applied Geolechnelegy Inc. Geotechnicel Engineering Geology & Hydrogeology Particle Size Analysis State Farm Insurance Service Center Tukwila, Washington Pt.ATE 6 Joimmem 15 271.001 °PAWN EC R AMD. DATE FIVASED DATE April 88 -27- 9.0 8.0 7.0 6.0 x a 5.0 2 W 4.0 CC 6 3.0 u) 2.0 1.0 • • 4o, r• 1 mom= am Al 0.10 w z 00.0 2 W z U 0.10 0.1 0.2 0.3 HORIZONTAL DEFORMATION (in.) eIVIMrsecsearmas A a8 C 0.1 0.2 0.3 HORIZONTAL DEFORMATION (in.) = 29° C' = 0 6.0 5.0 x4.0 rn a w 3.0 Q N 12.0 6 (01.0 Reference ASTM 0 3080 A. 10 2.0 30 40 50 60 70 8.0 NORMAL STRESS (psf x 1000) TEST TYPE: Consolidated /Drained Controlled Strain PHYSICAL CONDITIONS TEST NO. A B C ITIAL l Height (in) 0.988 0.988 0.995 Water Content ( %) 33.1 33.1 33.1 Void Ratio 0.986 1.038 0.983 Saturation ( %) 93.4 21.9 90.1 Dry Density (pcf) 84.3 82.1 84.4 BEFORE TEST Time for 50% Consolidation (min) Time for 95% Consolidation (min.) Void Ratio after Dry Density (pcf) FINAL Water Content (%) 35.1 35.4 33.8 Void Ratio o. q4q o. q62 0. qo s Saturation ( %) ' 1 00.0 100.0 100.0 Normal Stress (psf) 969.; 783.0 1 973.7 , 1379.0 2977.8 0 1999.0 Maximum Shear (psf) Time to Failure (min) _ Sample Source B -2 at 18.5 , Classification sp GS est. 2.68 Applied GeoNchnology Inc. Geotschnical Engineering Geology & Hydrogsology Direct Shear Test Report State Farm Insurance Service Center Tukwila, Washington JOS NUMMEII DRAWN 15,271.001 ECR APPPOVED vfh■ DATE EYSE_ _ATE 6 April 86 -28- o C 2.0 0.025 c W z 00.0 W z 0 1- B A 0.025 0.1 0 2 0.3 HORIZONTAL DEFORMATION (in.) A. •••••a. B c. 0.1 0.2 0.3 HORIZONTAL DEFORMATION (in.) 01= 390 C'= 0 6.0 x.5.0 j4.0 cn W 3.0 Q 0 cc 2.0 6 rn 1.0 Reference ASTM 0 3080 B', A 10 2 0 3.0 4.0 5 0 6 0 7 0 8.0 NORMAL STRESS (psf x 1000) TEST TYPE: Consolidated /Drained Controlled Strain PHYSICAL CONDITIONS TEST NO. A B C INITIAL Height (in) 0.992 21.6 1.006 21.6 1.004 21.6 Water Content ( %) Void Ratio 0.756 0.684 o.78S 90.5 Saturation ( %) 95.0 97.0 _ Dry Density (pcf) 95.3 99.3 93.7 BEFORE TEST Time for 50% Consolidation (min) Time for 95% Consolidation (min.) Void Ratio after Dry Density (pcf) FINAL Water Content ( %) 27.8 24.2 28.1 Void Ratio 0.746 0.649 0.751 _Saturation ( %) 100.0 100.0 100.0 Normal Stress (psf) 1488.q 2977.8 4466.8 Maximum Shear (psf) 1416.n 7915 n 3845,0 _ Time to Failure (min) Sample Source B-2 at 28.5 feet Classification SP GS est. 2.68 Applied Oeo schnology Inc. G•otschnical Engineering Geology & Hydrogaology Direct Shear Test Report State Farm Insurance Service Center Tukwila, Washington 8 JOG NUMMIR DRAWN 15,271.001 ECR SATE 6 April 66 aE� __. . -29- 3 Copies 1 Copy 2 Copies Applied Oootschnology Inc. DISTRIBUTION' The Castillo Co., Inc. 2045 E. University Drive Post Office Box 21087 Phoenix, Arizona 85034 Attention: Mr. Romualdo de Blois. State Farm Insurance Companies One State Farm.Plaza, SC -3. Bloomington, Illinois 81710 Attention: Mr. Richard Rash Assistant Director. Corporate Properties State Farm Insurance Companies One State Farm Plaza, SB -1W Bloomington, Illinois 81710 Attention: Mr. Tom Novosad Design Superintendent Building Design & Construction Technical and Quality Assurance Review by a B. Harakas, P.Z. ciate Engineer SJP /VPL /tag INDEX STRUCTURAL CALCULATIONS for : STATE FARM INSURANCE Tukwila, WA FILE COPY I understand that thtglapSsheiU r v rs4 subject to errors an omsions a �-o of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. J e 20, 1989 Date 0--19-07 • Permit No 5%.3 DESIGN CRITERIA DC -1 ROOF FRAMING R -1 FLOOR FRAMING F -1 FOUNDATION DESIGN FD -1 WALL DESIGN W -1 COLUMN DESIGN C -1 LATERAL DESIGN L -1 PAGE DC -2 R -7 F -13 FD -8 W -8 C -8 L -12 RECESIIED civ of =NIA JUN 3 0 1989 NELSON•BOURDAGES, INC., P.S. Consulting Engineers • 11411 N.E. I24th Street, Suite 230 • Kirkland, WA 98034 • 206/823.6667 FAX (206) 820.0947 NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 Made by / A °t QG Date 41 I t q Job No. b $ 164 Checked by Date Sheet No. DG_ I Description tri4 N zo9r We) t w 6 Job Name ST Am. FAftM fiVv \ARIA or. wawa& • h%Aa iOkDS: 1 rot-I.owiN6 4 i— p31- 4.4/ti-b0 Uc.,bb i■/I f�..MA - v55b MN` �INA� I d�S16N P,6( tMkf tkg -t, IN )6'(-6'r11, ) RS felL 46u b Sl (7l4 ,LO/c6,51 U 1 Tom. 1 �u,o 316 2.,2. ►,3 5. 2,0' so, o P . 4A, 0 rtf-. SS.n (F i I I . l%O Dio4 4.•to ..... NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 Made by C -... A��� IsGe.v. Date � , "5fe Job No..- v(ny Checked by , Date Sheet No. DC _V 69 Description Job Name -T,41E /1)1 M 5u.; H if 12.170E- L b 4J' / L) 4 /if 016 I Y.' . 6-'r PP i5, PEA ,SrvEZ /5rs S? 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Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 Made by ;T ' -- Date / fr,/ Date j - Job No. �'�/l� Sheet No. .E-'4 Checked by Description y11 Job Name 52.4, - �,e4P'til m-m75v2-- to t! /Xz' tzs) -74-6d .2-i/1.4// Vim,, �- ••2z ,i / 44 l -JE, Nit:51y,r , MIL/ pi-� i� C�/ 3 CGv) X30 z9 d• // l� '— 5'y s- `• Qo /yal e, le_ (y'E. -1 •47;47 X30 4J2-57-t- G o /'¼ (2.5) C'T / 4- zsj -i(26 - '5) l.-. 7-RY1j2. /'XG &re 1. 3 395 2 £ fp,31 . �a- s Za , 5/ LV. 9 S l.( s"i.Ul•, clot 14) a=1)Gtoz- 34 y- NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 Made b y 77,fif Date /0 j �%g Job No, gsS /[o c/ Checked by Date I Sheet No. la_ Description _ R ,' , Job Name 114-T1r- %ASS -1ii _ . C z y r z s ) I-1 7.7---m/ 712-y wigx "m,5 414 451,- kJ/8X :;•k)v5) IvU =9/ /4 '/174A 47 Sii7):;3'.---) urn 1.(o'z. 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Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 Made by /Te J „I Date iyis548 Job No. , g .� Checked by Date Sheet No Description gtDF 1,e,„5zL ' j Job Name ?� • Iv /1/X2-7 • Lr, iisgadzwa.42. (.a M CrAr 1 - tray W/ZX/ 1.\„.c =1 /rye, i Aid Adz /, fi'9 014 - 1145E (u lt0 r41., 9,u-u ere.) %icy -/z X/9 <47-zyt �• 6,3 r " = e ie 1 /154- w /2-X/4 1 NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 FAX (206J 820-0947 Made by i � %i!~L1'Y' Date/ % fe ) Job No. , -1.;- /6 Checked by Date Sheet No. p _ r, Description Job Name f il7i ="%7i t i.t Tit r t.e.., I I /) NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by it4Ae, Checked by Date 6///B 7 Job No. 8 g/ 44. Date Sheet No )ob Name s rAre. -4-M Tv1t w'&4 ci Description O>Q CP.4i ",, PE 5'6N t — t .6 ti eL- NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by A..G Date / /A67 / Job No. %/6 ¢ Checked by Date Sheet No. 2_ 2' _ �' Description f I'b, "7214 M /,/6 be 5(6 ,A) Job Name )/ /l re PA A14 ri» 1A//1/4 Fi.00 GM- A /N6 / stn evA- n LIVO. 1-0/+n tRIST S ` 716 v• - 7- 61 (99 sd ) D,c . INGLt/DFMS to of +:r 0,6g0 t '. 37S = /, D/ / , •,/ K M // K fit ` 5/ V : ,,61 p /sr GU= /.of 1444 (� a )6B tS�j) 64 3 71 f, DL t ¢,15 i` T W/6 x 35 g�, o is r 5a, o �'SF k•57,6 , 3 6 a /, 2¢" %29 / 0.17// , 4664. 145e; 14V /6 X 34' ?St3o ¢,oc Tlnl[r��r�l�— ��I�IP a' /S. $ K- / ., ¢ k � c 33,5 k 444M10, ° 77,a 44M4)( w The Fr K ..... NELSON- BOURDAGES, INC., P.S. M Made by /yAG D Date 6///e % J Job No. g g /6¢ Checked by D Date S Sheet No. la -?> Dexrlpt {on 1 , o- q M 1Nd aest [i✓ Job Name .5TA-rE m m• it m %l/KWl 1,4 too R f/f-AM IN 6 (Co/Vr't�� Misr 7 wle if 3 s . Gw _ /6,4 AV „ 3, f 3 /4l A4-5-is. 5. 2g � tM AA 1155 : W/8 X 36- J/ST Gay /, 2/ k Lf ; � = 12, 5 / r!6.3 K PrAt W/d x �v SX 64 ._¢_...... b 2$ • 3 45/ 2� • 7.,y fps/ c ��, f kr : W /8 x g' 3d, o � ''•/7 -ti /xepvia - 7. t S = /o. 25- Z w = 6.25 (84 ,- 0.525 t 4,3/? = 0.$3.8 /.c A= 9.17 2 fir-. /< uSis ' W/d )? 35 701 5 r (� ,Q • 3o, o' T,til3 s w o, 4 - - a, 240 a, 67 /1 LA/ /6X2.6 T6' 23.c s / °6 2¢ •ey .Sb P/sr © :. 30.0' Avon. puR tv" 2.5' 6't5o) fi (/ 2OFfif) = D,¢3st o, /zs s 0,5-cn 6 = Or 7 2• l /.S ' /. /-7// I/3ob e w /6 x ZG PPovl n& snfPE2 Are, A = 0.94 3b f Q W/6 x 3l 30- t 1,;, user W/6 zro te-`84-K M= 3.0 f-r'.x U,5e-; W/6 X 31 NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by /144_6 Date 6 //69 Job No. 88/6¢ Checked by Date Sheet No. Description %t40,0ie ,4/14 N6 p)5 /6/\J Job Name ij -rt p» 7?- tiv It_ A �G© 4 /14 I N 6. �C�O /vi .n) p /sr U W 1 • 6U = e.43; f O, /n. = D�Sbo w ( /Cit d.) 1 - ,}' �3�Y0.¢3s f-o, /zX) . 7.6/ t- 1,49 9,e0 I im4,e O. V �I,41, 4 4 0 &a. /', 8 Q r 6,7714 Wl6)' ?l 76'/2,5 7v' 2, 3 (9/5r t 502 e 0, 3 /5- 4, 5-03 (11LiS) t tro) � to t d,"19$ a77 / 111= W IL 8,5s- /4- tdtb fo/1.- W /8,k St" /5r v p 6 K. 14 = 7Z, ? Ir• k MO' A-101 66,-1 w 5v /r'4 104 Maeo d'k' a lo,pK L4-5e; w/b x 3� /5' ape &M a /P-UI.L art. - % W /BA- 35' 5 urn /.fE0 L-4.rER,414_y y OMv (,✓ -i- ' 11.14J-. 79 ore "464 / r b f r CO) y 4336 /- o. 2vat e, S 3 c manna! (',)(+o). 5, 8g 4 3• SO (CJNC6RvA -7 u �r. = /o.$ /c ftx G -/3K 9.3b a /1.4= Pro I r• /e -41 7' R-1 n). use • W/B X 35* ,77Ir d, /4/ w 6,25(.64 f f-ro > = oszs t 0,3 /? - 4,83$ r,64 44- 149.s " K y 1074/4- 4 /6,5 fv =v,4ic us,e - kV/2_x.14 NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. I24th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 • FAX: (206) 820-0947 Made by A44,6 Date 4/1/81 job No. 66/6 4 , Checked by Date Sheet No. ic _ 5 , Description /f,e3. re_ r7Z-41 /4 vac pe 5 (i•J Job Name srArN le Am rog.bil 1,4 I-400A 1(</4/t4//.16 To/5r IS) .‘7 - 2'•• A Sf6 6' 3 VS- .2' et 07/ le-vic / ass r Jb/st- C) = 0, of t f a, PP; 0 D, 1-.3 4 " 74- /25) 7 4.t.4.4. ,t- Ace, .• • 2,4•40 0,77 14 I prt 144 y 71° 4 l4//2)( (1 /f, , Me / ), /f 114/,,/ tis6; W/1-,c /4- /14/N dr Imam im ,13.211-k it• 0,77A .2/ •lAs-/ , 4 t • /2-,s/ 4 MI gr74,7evz AtA0 t. 1. Pour 64,4 or 1-1/.1.44, ADP/L. Go 4-1): ft ?Awe, )(/ )0-C t q4172/.. 04,44 /.425. Pc t 5.0,L - 5,0 t (frA 1,41„x /4. : f 7/.� kcer W/2'? /- 44/A) Ati" - 14, f-- Pr, is (Li, /271. sg6e Nom: Pt, /Pt SnFrett 71)r .cntift W/Z x lf NELSON- IBOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. I24th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 • Made by Mn e Date 6/3/89 / Job No. 8 D p /44 Checked by Date Sheet No. ' Description i oe2 F4AMl/V6 s0-5/4 N Job Name s(A / �iti2 %vK wa 4 400e ! frcg441,vy (eo,vr'a VP /sr 6) w 1 ( %lst f50) lig 8' (L t t oo) ° o/ 378 I- o, zzs - b. 603 ,F,rf //��. / f- DiG72 ; 0.f ` 1,072- ptf Dvex- 4i l�y ' 2,68k (1)4 4, W l� 3.2.s'. ��. ° /1, 9 k /e,z - /2, 3 K ,4,1/4,1e //1-4- rr • K 77A/ GV(OX ¢b -2U.0 7v 1-,2 7b/ s r (j (Afore : 1vo j'j r '0") a411/ rivr v911. Ai 44,5 ^ 0411424 Or G w� rr-g War, to ict-D s e ® 7? CO (4-0.4 4 A d V P& S76N 4C eel ANNEGG 70 P4}tf a C co` /14 e )(110) 65)(811) 14' I%ti = (s)(o, 4)4 /e.)i W /z" M,,✓ ,ETA 12 .25 Ti. • 2o,9 6/2,Y 30 /8/7 ft, = Oz. Ups GVSe . W/6 A 4Q F'Idy K ID.S K IU IlLi. NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. I24th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by /1'/ A ,� A G Date 6/3/81 Job No. erg 764 Checked by Date Sheet No. Description /_07)/k ,ie'4,44 ,,v ar54 N Job Name 57-41-0 p_A_//z44 77,x '/G t rtvoR SRAM /N6 (evNT' -�) Q S f 4/ /P/161- Mfrtz ‹ (S/- pis /6N fte- �� ‘4. wr 1,;(4-1/4i (1°9 (/C r4 r) M,4 PK GNc 7H- SP-/ 35' SP-2, Se -3 Max. St -3) WA- L-t- . lii4l 1- ()1i f so/ -- 0.135 a 7.s- as-64, /os /,;d/ 9,a ZS' 7 S A RM wn S47 O.Gav 4,cf ke 0/6x115' ill /6 31 W/4x 016 ), 24. cptels6C @ SP-2 =z Of 2 = 24 6l7znP.:/u LL ft-ept c,,g p ¢v%, 6 / fib vA ./ , - /Zvo ase ww = 3o isr Pe-s/64/ f�al? firvr 414 -/'4 f Wnc Am fi 7 (?•S>(3°)(S4f fi90) 040. t 6.75 = 2,5,6sK �pv (6'119 ►1 1/ 15,71" t *:63 1-1,36 P3 (1.,9&,,v)04-1-0) 1- (?v')t! 11') 1 S) - /0,10 + x.25- ti 4 //7 ' -/s -L. /,dl ' r6 6,K, A «. 74 Ti W?4x (D4 ` 46,6o k ./9,05-K 44/7 fr-•/( M fr-k 23,/ re-sl 3 ¢,6 A '= 1,2" ; 1/$07 ?-� e /4-,¢ 1SPs W49x /04 NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by M4G Date 6/7/19 Job No. 88/68 Checked by Date Sheet No. ,. _ 6 Description 1`0,,A f ., M /Nl4 b e so (e/" Job Name S r4.7-0._ Ii414) 77J WI l..4 �Lot�x /',4- 4 iN. ,PM N ceolvr ,o) 66epelR &174c 4 ° /op) fp x g Qvoor. P, ` 12m 4 pc-4 ears to4'/>rx 12,4 (;)G /0.7 k ='. 126) f ' (,, t /2. ;)( 4 ) 5' 1» j3M 0.404- 2531, ,pL_ P A s' 7, s'.... l s ' 40' 18-4. _ 4-2. S'4 % s 4.s-k NELSON- I3OURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820-0947 Made by Mq G Date 4/x 1 Job No. ie /c ¢ Checked by Date Sheet No. 7 Description A,/j(2- fR //,,6 05/6/1 Job Name 5r4rfl f27P -M 7vKW /i 4 _ JAR/ -A4 /t/ /1-P f ( - CUN7',7 = Ala f- 6.75 = 2S,6S w wao1¢ �L .. 3 149 K ,� ° iii /< Tli-y N' 2-f'i 1 ¢ �� 21, 4 /■ = 3.2 5 P° /Nr Gol-nt — A55 vM <✓ n /57714 6o rti (w1)(t.l. - r ti y < ( 2 (a t f 3a) y 4,5 / (22 /)(isP5) - f, y y �< UN/ %R-A (7 �� 12/1_ • 61 • / K VA, ^y ° 54- -6x / 1- J ss 2 j r0 �/S1 fv= - '4t1' f t fv/ Ian. - f,q6- • el 4- 4/ = /a 61 s- 17; = Z fl . (/ q )(-0) /4.6x wrm.= av6B U/ f/1 x 6 l W2¢..X 9¢ Y 3y/ la/ 1,14& ,w24x9¢ IN ° (14 651t f 11 0, -0 d + v, s- 2 7 (7 k nz_ = SL.93k f4 27a pr.f —/(,l • 88.1- tr.I /b ? 23./ /" p GGSF-W' /x(8 NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by /44 e., Date � /6�' Job No. 88. /4i. Checked by Date Sheet No. it.., /0 _ Description PaDit /0//v6 %%oeC./6/i Job Name 9-74 t.--.. i,",/zM r-pKw /L0i- fGrx/e. /I'1 /n/6 (cam r',> 6g- 6y- A- f'- (7.4 /Stg't55 ) = 9.‘f5 r 3.q¢, =/331 W 44 (se. t 2,5) v. a, b D, )11- x4s- IAT74. x G 2 S4A, e wr - sppr -e. 2 .36147 0 N la/epof b6 = 9 ;8 2 ?'/, tAt. FeWLn✓N. ,74 /l.91`(i ¢) ='la,y 7201 tolvti o61- GLfE = W 6z l'Z r(7,6 )05)($9 +4eci)s9.9`s 33= /3.18K 1e- 4 = 17.5 (b l + 3 8. s) a 0,2-/ >< 0.014 = 0.3°4 ,rt,F 263 I ICF = 20•7 K 1,41 ' lab . 4 . fr. ,e fiv W 2!X 50 � . v�. = 3.57 l�l6r Gt/I/ X Sd 6 / /'6IZ 67 A- 2b5 // % h. tpvin,,) P,, P (7 V& �) CB 1 t 99. % ,, i s t 5.0 - t rp- 5S- (<)oN5e/ flve7 Mfdcezr LL, epuc:iYv„r) 04,41 , 0 3� ` /v. 9 K 62, - /2, b K 0,i s 71116- p- K 5 4r 4 ' /4.6 7' 44. !fie /.. W/8 X..35 -.. NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by /A A /vim- G Date 6/6/81 8 Job No. dB 6 g Checked by Date Sheet No. f _ /, Description Gtab 4 f,--4M /Alt , ' C /tee job Name %74 r- p-A fiM T P1444// (A- f.4M ir6 . (cNr'o. ! 61/t /12- 65 A-, 1*7 ,: ,vim ken✓4I70N 1. ( ) - 1. 0 / y.5K (6,2f)L7) (b is _ ,GB 2,4 x,87 (z s)(7) (8¢fsa) f (7) (1 52 C /s) 05'965)z0,z4 4r o #44 -doq 4 A . a 1,-4.3 K P12, 27 K i.41.° /7.7 22. /ft- w/Z k/7 74, /z,.g 7 _ 2• 1/srs €. t,e44 /ave4- 11)5e w/ Z x i9 Au. A'i`l- oN i , Ne. s°w s. u1 (B¢ t P) + 0.24- iL 0,470 P i4T ® oee,i i lI ,j 49 W/6 X26 NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E.124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 FAX (206) 820.0947 Made by /�'/ /,� A Date y/t,t_bg 9 Job No. ig / d Checked by Date Sheet No. -, 12 Description ft,va2 Mle✓ 6 Job Name cm m t4r�,+ - rvgWIL .4 ors- r ri, g A M G'6pvA' . NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 82343.667 Made b y AIL}-6 Date a (S p9 Job No. g 8 /6 Checked by Date Sheet No. le _/$ Description 5 7-74,„,6, egr Q .51/2,,,/z_ t b Job Name Th . r'}'9n44 - tyK *n- ; )1 Cf; i f- /a-i))1 eve o'fa I ,kr , 1?4i ;, �►.,;. ...,,A( 7,-,/ ( ze if too) -I 0,;72x; i4 C} ' 6 i 12,0 ,1 ±f 2 4. %" ,f1.7()/1 4€.04).r kip") fin-- i g z /U' e r , 1 36 9.8/, Fr• K r(0,'919(6) "ii l0 f, t!rw1 7(32,9 D,f /Z= 441 •/4-- rL1'- 8 N /i;r/ ._war .._ /4/11ls0/2-5. `%t- tG/pv/ �. Mfr E4i e)1 NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 Made by a.A' Date /e0 5 Job No. si) j� ii,:: Checked by Date / Sheet No. P— % Description `S .Y41.. —/PA ,.% /6r /.../ / �' Job Name 5r Ar ;p 1 G,SE 3d �•c.� 44- /Ifrr/ /3 -54e PA:=1: 7-ik15 /37 4�r,,'G- J)9 -. — 4i -c.em-"MiF 47, -,r GmiP - 397-aN J%t- 'iTY C' "e w C24P 4LL.014.4 -EV-tr L A- ?Zfgdf z, t4204/2 -' / 7ti 1-1, n Pte/ - 3' -b a- c; c. �4 �vff�Gc G/jzirT enMei 7' - /g rr � - 5 1 ti L 5-7z7 1-Y 13f-► c u. -�-s - i�b Coq 73E �t f��6f ) M ti-Y 3E- s tiy- d N /kJ/ /(1 /14 #Q5,77h M ' . - Z'� y -V /c- abA "h i re.ii S_41? -4-- /'"s9 M its r' 2 3v 'I.3 ELOw A44Z. 6j CA"'' _ #Aviey __ 9ifg4i74ti TA' NELSON-13OURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (2061 823-6667 FAX 12061 820-0947 Made by ;-5.....e14... Date/073 Job No. Chucked by Date Sheet No. A-P * .? Description r--- "W--04:07-X--) 1> g'/',&J Job Nam ''/X7rr PAAA1 _ . ... . I I .4i414-,fr.•. „ mwore/eil'Q' NJ, ?-74.tis--- / L. 1 4i/e,19 ..s .. _ . ... . _ . 2 if X e? _AL. ilej /0 al. ,e-...Ort4?-11) go6-it t:GS- NJ, C NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (2061 823.6667 FAX (2061 820 -0947 Made by .,X Date // Job No. y6 l,/ decked by Date / - f Sheet No. ��'"' y DescriPNon A-V0,.4p,Q -rim 17,6-�.�6,.—+ Job Name 7L---AR jii 2 .! 7..._. Doti- (630)Le-6 3 �.'.. 3 ..67„4Ple:1, _.._ .__... ..._.._..__ . .. .'..7e7a- .............. ...._ .. ._,... ........ 4.3.!IA __.._...._. ......... ., )/#2.:44 ear_ 1 i.........i.... 7.977',1 /e r.1.1. Fad 4= ... 6. ioti RE (ti /Iry auger 4 f NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (2061 823-6667 FAX 12061 820-0947 Made by '1414ef Date/dz./0 Job No.s5g 16,, Checked y Date Sheet N.j----°. /-D— c-- Description „-- rd Pt/OP./Pr-10k) 245-.S 1 6 A.) — Job Natne I shl fj 1 4)( It6. 47. Co) I )c.z.2 0" rst.AP, zz.4 7 ...„ 1 : ......4f L. • i.. 1 1 , , i6i,x2:_/) • - — . ■i--.-- c_ t Iii z• —.17. if,4 ; e/g 414 Z 4 e' z 04 lAt s4/1• 2_ — /7(..)e-24.8 1 • .4077 "S. L. 444 1 „. ._ .. ... ...... ...... ................ .. ..,.., ..... ... , 40-4Ar...... 0.1.1 / 4.3 /,,,..,.1.b1...4.,)(4.4k!,*-7-i 1 i 1 •+- t 04g1' 1 Ibp- . JTi_ e/g 414 Z 4 e' z 04 lAt s4/1• 2_ — /7(..)e-24.8 1 • .4077 "S. L. 444 NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E.124th St., Suite 230 • Kirkland, WA 98034 (206))8223 -6667 FAX (206) 820-0947 Made by 4 Date/z/pAsi. Job No. a,aw�, Li Checked by Date / - Sheet No� %� Co Description / • _ 7 � t L� Job Name /!-14-1 4Q /T )LW 1 Lrh- 1 9. s O 7. sir -..ts _. 77/el et-tPs #L.0 L.AVI,Ff (V#2475. 360/0 ,,e. A?-)0--rti:46A-F" 4103e%, c ........�....... C.EA,,alz #q-u . . 2•t (?_)ts)f15111 r c.- i=oi° iii 5 NELSON-BOURDAGES, . . INC, PS Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 Made by 44 4c Date 0/ 6 1 Job No. A g / 44 Chedced by Date Sheet No. fp . 7 Description 64-14/26 heAm Q ,4r f,1& Job Name sr/1.7 e 64 it. A4 , • ; • 15,0444; e os4- I// if /t/4- s 1 140-14.1 X 1 6'.',o : /i-/././- i; , , ; I ; ; • • • ( 62 c/.0.57 ,,,--J=idatrp, fi ! , , , , ! 1 1 , to MI if Ir-41, i. 14 4 D I t ; t i I i U/// 14/ % (41)(// ))/7) (/, 9 '.z 12 ■ : 1 i / ! i ! 74 6 i r.;t't . . . , : 77 i )1 : I ■ - ! ' t ■ : t (7 I i i 1 illoi 'II, I- 0.�O 1 i 1 ■ 1 1 ' . ( ' ; ! ' ;Ti,t;= 1,7(i.701)01,2C;s4.)Cki.i= 11.7 frk o illiliiIIIL ! 0 1 te)4A, Sli/P0p- ; 1 1 ! I i i .1 V 1!:11 ! ' /4051 / ! ! 1 ' ' . 1P.(71-1') i' II, / l't i 7;1 r /“. ri:tk 794A 111111 1 ,it*I t i 18 1 i 1 1 1 . l'imclofn per/o,u? 0 (U. 4:667 e 7r1•0 li 4135:60:6)(110.(509(1.14„)=-• mc pr c 13,3 1 ! ! 05)e1/9/ 6 i--- , '0 2- 2-N C64 !V 3f'v(Is)(-14/ ! ' ' 2 i/ /F*71 1 (k4(1). °St 9(2--i ---, it )) ) 2 I I ' e,b 41;.17:4 (51- 00)/ ) : O.* ',.`1),/e61.,4s 71,i(d.1)(/Z/V I' (/-14.06 7 /76 ! ; ; . ; ; • i?. f ik; > Vg, .//4. ! 1 , 1 1 i 1•!! , , ; 0.15- (/76)i .-1/57,o ;Frik. -->' /3'. 3 1 ri.. a. ! ikv PT t 0,49 f) 01)iL- 4(0 e,,j, x A son.. I, "4 A G7 i.' 4 - # 5 t - 6. £ i` i i 6 1 itil i Ir' mit Ira, 1‘ 1/ NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 Made by M %i,(/ Date Z/ ,/ l 9 job No, g (5/4 4t Checked by Date _ - Sheet No. _ 8 Description wet, e A,/rt f ,Ne,t,9 Sv/t,6 Job Name STS fNK-itA NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (2061 823-6667 FAX (206) 820-0947 Made by/-w of Date61/543,A) Job No. Checked by Date( Sheet No. b..." _ ) Description cit.! ii 404 Job Name .)4.r6...---404 1 _ NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823.6667 FAX (206) 820.0947 Made b A y1r - Dat fl $ Job No. s�}�� Checked by Da % / Sheet No. `t,-, ^ 2- Description c...0.1...1.4_ ,-u 4-Le._ « 5 ►1. dam. Job Name 5 *._ 57: _ _ & Z- _L _4(2)4E- //0 ,416if I NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 FAX (206) 820-0947 Made by is...‘..i...e „or_ Date///sA9 Date/ Job No.5:25,16 y Sheet No. 'Checked by Description . _ I/044 4.4.6 / Job Name S74-7-a" Six..4, Le— Srriz-Y At---Int-J•3674.3/„ NELSON- 13OURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823.6667 FAX (206) 820-0947 Made by L� J Date, x jeSJob / No. g/!o q Checked by Date Date r Sheet_No. e 9 „ 41 - K/ Description UE,T_ 7. . ,A.,..5./412..) .. Job Name S r A-cok / 6 /O.P1,41/41 C6t�4i41- e..a?Q�./ - C - • NELSON- BOURDAGES, i[NC.,1'.S. Consulting Engineers 11411 N.E.124th St., Suite 230 • Kirkland, WA 98039 (206) 823.6667 FAX (206) 820 -0947 Made b by -we Date // /� /gam Job Nn. �?�,., Checked by - Dat Sheet No. 4.) Description Job Name r_zo,-5)e .1. O I r. . .� _? �). zen.9) _=- 14/,4 *i, . . l ( "161,751,1)12r: i.�XCGT.4 +-C ,,_ .. ps- 4.x,9 t.,� V.I. . �_ ..0 �... -UM )L5)C4_i,M. NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E.124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 FAX (206) 820.0947 Made by ��l_ %�iur''�! Date // I /// Job No. (9-� Ilo Checked by Date - Sheet No. j- 6::, Description / A.1 Job Name ,9T/- / FALN -1 /rti.4.„ 0 A- ' f f.0 iv5'. b.i IIVi—ci. 1 i i 2)4- (e..)90 +is�'‘55.- ;4'/4 Az a'8 ?9 ' i ! L 6- g7. 412 -�4 C4(4!'il s • s`/i, *1 /,. / I IL. f I I i L1.►'Tc�. ..G i t rp':. NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 FAX (206) 820-0947 Made b yTr:� — Date i /� Job No$ . ,y Checked by Date Sheet No. /.J „ Description Job Name 3r -r� jZ /ml�tvlL4 r Ay NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 FAX (206) 820 -0947 Made by Met G Date ti$ /8f Job No. 6 g / 6 4 Checked by Date - Sheet No. w , e, Description WQLL e me.cti . NGLtJsr/7kF Job Name 747-6, FA, M 1 ; /2 �� ,iA . Wfu, %( b I�ES �o Ll, Eb i / N rt �N 11 N fie4. f i srt-es er Q �Rfb GA -1E41.k Go4t>.. LN6 , SO. < (/.•) (1, )(/1.5 f )1.= 2 i I re. . 5e of- +•- (,)/) reinforced Masonr °y Walls Working Stress Design Input Name MAC Date 02 /08/89 ,Job 4 88164 Output .F'm (psi )3- 1359 _ ._E(k,f.si.) -_ 1350.00 Fy (k:s i) - • 60 n= 21.48 . As(sc . 1n)= 0.08 r ho(p):.. _`0.00 b(in)= 12 np= 0.04 d(in)_= 3.800 k.== • 0.24 t(in)= 7.625 j= 0.92 equiv. thickness (i.n)= 4.60 frn(k:s:i.)= 0.49 special inspection(y /n) Y fs(ksi) == 33.97 h' (ft)r 8 fa(psi)= 15.22 P(kips)_.- 0.840 Fb(4:si..) =• • 0.60 P1(I:.J.p-- f1.)M= 0.768 Fs(4asi)= 311.92 Duration factor= 1.33: F(psi) =- 262.73 fa/Fa .:: 0.06 fb /Fb= 0.82 fa /Fal- fb /Fb- 0.87 NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 Made by Made f%� Date �� Job No . g.ft, Y Checked by Date Sheet No. 1 -umii DeS! L� N � Job Name 0T4� - F4 f,G N4 _Description .Za.e.0 J Pg-eD1hP z'a � l L$. ceo_ 4i;)-0.)9,-Ct) ,75s).""\- F-.- STL COL VER. 4 6/85 LOAD CASE =1. INPUT X Y P 25.68 M -TOP 4.27 0.00 M -BOT 8.88 0.88 M -INT 8.88 8.80 M -DES 4.27 8.88 CM 0.85 8.85 KL 13.58 13.58 -YIELD =46.88 KSI TS 4.8 X 4.8 X 8.25 1.6 -1A 1.32 1.6 -1B 8.67 TS 5.8 X 5.8 X 8.25 1.6 -1A 8.61 1.6 -1B 8.45 u Ts, 5)(5) di etILLAML, CD iht /3.9 8s STL COL VER. 4 6/85 LOAD CASE =1. INPUT X Y P 38.78 M -TOP 1.83 2.88 M -BOT 8.88 8.88 M -INT 8.88 8.88 M -DES 1.83 2.88 CM 8.85 8.85 KL 13.58 13.58 YIELD =46.88 KSI TS 5.8 X 5.8 X 8.25 1.6 -1A 8.88 1.6-1B 8.58 C NELSON- BOURDAGES, INC. P.S. 1Madoby Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 ;7 , 4 / �T Date /O /� /5� Job No. G7 --,,, ae Checked by Date Sheet No. _a Description Job Name 1-_-_-4zm /.&,a 3,3 7.75. I/x Lt x %Y p 3, ti, �AsE v , Tz �� wpb 41-7 L1SG'' T5► sky»' /j Gl y6 STL COL VER. ,4 6/85 LORD CRSE =1.. INPUT X Y P 16.28 M -TOP 3.38 0.88 M -BOT 0.08 0.08 M -INT 8.88 8.88 M -DES 3.38 0.88 CM 0.85 8.85 KL -1.80 13.50 YIELD =46.88 KSI TS 4.8 X 4.8 X 8.25 1.6 -1A 8.63 1.6 -18 9,49 STL COL VER. 4 6/85 STL COL VER. 4 6/85 LOAD CASE =1. INPUT X Y P 49.98 M -TOP 1.83 8.88 M -BOT 8.88 8.88 M -INT 0.88 8.88 N-DES 1.03 8.88 CM 0.85 8.85. KL 13.58 13.50 YIELD =46.88 KSI TS 5.0 X 5.8 X 8.25 1.6 -1A 8.74 1.6 -18 8.45 STL COL. VER. 4 6/85 LOAD CASE =2. INPUT X Y P 38.28 M -TOP 4.93 8.88 M -BOT 8.88 8.08 M -IHT 8.88 8.88 N -DES 4.93 8.88 CM 8.85 8.85 KL 13.58 13.58 YIELD =46.88 KSI 121011114- TS 5.0 X 5.0 X 0.25 1.6 -1A 8.89. ..: 1.6 -18 8.59 NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 Made by Xil Date 4,h7/1Job Nos419/‘ ci Date Sheet No, 6,3 Checked by Description COL LoArt...) • Job Name 57-gre- 7-711/44 , eq 775. s>e5-X IL.e•=1-e-. dePL.G440.a...) -"Eg4, CCL e „., r, 1\4- 40.7_3 U 7s STL COL VER. 4 6/85 LOAD CASE=1. INPUT X Y P 33.65 N-TOP 7.81 8.88 1-80T 0.08 0.88 N-INT 8.88 8.88 M-DES 7.81 8.88 CN 8.85 8.85 KL 13.58 13.58 YIEL1=46.00 KSI TS 5.0 X 5.0 X 0.25 1.6-1A 0.96 1.6-18 8.67 STL COL VER. 4 6/85 LOAD CASE=1. INPUT X Y P 87.88 M-TOP 28.73 8.80 1-10T 8.80 8.00 M-INT 8.08 8.80 N-DES 20.73 8.00 CN 8.85 8.85 KL 14.58 14.58 YIELD=46.88 KSI TS 8.8 X 8.8 X 8.25 1.6-IA 1.02 1.6-IB 8.86 NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 Made by /�.��" Date /A /a / Job No. &/6 9 Checked by Date Sheet No. e_ 5, , Description Job Name 51,17a.. �fl4 7.7 1 Crc.t -' c- 3, '/ /S. ? r TZ- /'/ 9, 9 itkle .14.E S .93 -PZ Frer .A: IAA?,! Z.3s I.-SETS. ,x6"./ F - , 5 STL COL VER. 4 6/85 LOAD CASE =1. INPUT X Y P 124.30 M -TOP 5.88 5.93 M -B0T 8.88 8.80 M -INT 8.88 0.88 N -DES 5..88___5.93.. CM 8.85 8.85 KL 14.58 14.58 YIELD =46.88 KSI TS 8.0 X 8.0 X 8.25 1.6 -1A 1.87 1.6 -1B 8.84 TS 8.8 X 8.8 X 0.31. 1.6 -1A 8.85 1.6 -18 8.69, F STL COL VER. 4 6/85 LOAD CASE =1. INPUT X Y P 59.78 M -TOP 6.18 2.38 M -BOT 8.08 0.80 M -INT 8.80 8.88 M -DES 6.10 2.38 CM 8.85 8.85 KL 14.58 14.58 YIELD =46.88 KSI TS 5.8 X 5.8 X 8.25 1.6 -1A 2.27 1.6 -1B 8.96 TS 6.8 X 6.0 X 8.25 T 1.6 -1A 1.83 1.6 -1B 8.72 STL COL VER. .4 6/85 LOAD CASE =2. INPUT X Y P 119.98 - M -TOP 7.84 5.93 M -BOT 8.08 8.88 M -INT 8.88 8.08 M -DES 7.84 5.93 CM 8.85 8.85 KL 14.58 14.58 YIELD =46.88 KSI TS 8.8 X 8.0 X 0.31 1.6 -1A 0.87 1.6 -1B 0.70 NELSON- BOURDAGES, INC., Y.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 Made by Date )ob No. 9/6 Checked by Date Sheet No. e_,� Description 'T -S Job Name S%^A7,6.- t..-." Z IK- C D c 5 jays ti Z (58.1- T8,1-0(6 %) e. y, if s ,-I- P z. I41/.3' -4- 34.3 Di-) y � 1/7.1 5 •) G!;' 76')',o7', -3,L/, L 3/ STL COL VER. 4 6/85- LOAD CASE =1. INPUT X. - Y P 156.40 N -TOP 4.45 8.88 M -BOT 8.08 8.88 N -INT 8.00 8.80 M -DES 4.45 8.88 CM 8.85 8.85 KL 14.58 14.50 YIELD =46.88 KSI TS 8.0 X 8.8 X 0.31 1.6-1A 0.87... _...__�....... _ 1.6 -1B 8.68 _3/N,3 f-- 3, Lips- STL COL VER. 4 6/85 -. LOAD CASE =2. STL COL VER. 4 6/85 - LOAD-CRSE =2. INPUT X Y P 144.30 M- TOP 9.99 8.88 M -BOT 0.08 0.80 M -IHT 0.08 8.08 N -DES 9.99 0.88 CM 8.85 8.85 KL 14.58,._ ,14.50 YIELD =46.88 KSI TS 8.8 X 8.8 X 8.31 1.6 -1A 0.93 1,6 -10 8.73..__..... NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 Made by 7-5.424. Date /ol/l/$ Job No. giRt 6v Checked by Date Sheet No. e.....6. Description . ` C_O 7-,g-?(€.41..) Job Name . y� p �.�,rL 12y• (ft-- Li m CM in 10. 414" L1I5�95�.�. _�s5.y -�•�� C 9 4 '- ., L.( T,:5 'X 13 5714 STL COL VER. 4 6/85 LOAD CASE =1. INPUT X Y P 124.68 M -TOP 6.68 8.88 N-BOT 8.88 8.08 M -IHT 8.88 0.00 M -DES 6.68 8.80 CM 8.85 8.85 KL 14.50 14.58 YIELD =46.00 KSI TS 8.8 X 8.8 X 8.31 1.6 -1A 8.75 1.6 -1B .8.68 - STL COL VER. 4 6/85 LOAD CASE =2. INPUT X Y P 115.75 M -TOP 9.57 8.88 N-BOT 8.88 8.88 M -IHT 8.80 8.88 M -DES 9.57 8.88 CM 8.85 . _.8..85...... KL 14.50 14.58 YIELD =46.88 KSI TS 8.8 X 8.0 X 8.31 1.6 -1A 8.76 1.6 -1B 8.62 NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 FAX (206) 820-0947 Made by )--22, -,.e...ea,,f_ Date Ofra, lob No. OF/ ze, ty Checked by ' Date Sheet No. c _ 9 Description it.A. TL/4._) Job Name &rifrb...- F-vim ht.) zs- • STL COL VER. 4 6/85 LORD CASE=1. INPUT X Y P 29.68 N-TOP 2.45 1.25 N-BOT 8.88 8.88 MINT 0.88 8.88 N-DES 2.45 1.25 CN 8.85 8.85 KL 14.58 14.58 YIELD=46.80 KSI TS 3.5 X 3.5 X 8.25 1.6-1A 5.61 1.6-18 0.87 TS 5.8 X 5.8 X 9.25 1.6-1A 8.69 1.6-18 8.45 J.1111.. STL COL VER. 4 6/85 LORD CASE=1. INPUT X Y P 37.88 M-TOP 2.18 9.08 N-BOT 8.08 8.88 M-IHT 8.08 8.88 N-DES 2.18 8.88 CN 0.85 8.85 KL 14.58 14.58 YIELD=46.08 KSI TS 4.0 X 4.9 X 0.25 1.6-1A 2.81 1.6-1B 8.60 TS 5.8 X 5.0 X 8.25 1.6-lfl 8.70 1.6-18 0.42 NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E,124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 FAX (206) 820.0947 Made by �? , ,, n1_ Date' 7.0,g? Job No. / 6 Checked by Date - Sheet No. �� Description Job Name >141-r. F ,41i STL COL VER.`4 6/85 LORD CRSE =1. INPUT X Y P 8.64 M -TOP 1.26 0.88 M -BOT 8.08 0.88 M -INT 8.88 8.88 M -DES 1.26 0.88 CM 0.85 8.85 KL 14.50 14.58 YIELD =46.88 KSI TS3.5.X3.5X8.25... 1.6 -1A 8.56 1.6 -1B 8.28 i•i NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 Made by40„_ Date/ , Date Job No. eS.:syz. ,9 Sheet No. 4_7 Checked by Description Job Name &_4 — &Di ;03)(01 .0 2. We 240 ,s-rsc 134 66- 5vMe6 1/f/44Ab Arler P/AWanax-) Ai0P-0-5544-r# Di geztook..) 5E7 '`Ntit v -,.hz o -2e) I a:AP. d,) / 24.3 1 40/ Ceiv C /- 3 /2 -F (P.Dmp /* 4/09E6.5)26, 9-46, 7X,12:) Y= 04440 441{4 ' tA.) 3/L4 (q.op..t e- /4-'q•-53 =Oa/ gi ter- 14'4- 1k)1,„,60)04/0)(449 -74 oft, 2666--.1530:4(4,909‘i}52/5;,-4- , Nuppi..000,&49)655).0-6/6.0xibc-) 4-(596, /i720, W7Dol-i.7" Z63-7P "4" 511-01-14. F1200-1 V .m.(34)(1•C))0 .33 VRiti=ft" Pe 0 eZ-4-:- 14e),44-= 290, 2;41- 61,31rot$ • C7 / e • 3 • " • A - • . "' I 5rior A-71g14 _ _5-44dra-r 242P-fr-2x P/4,34,41z*A, - 5 Lo4p4t,o, ' • • . ,4 • RP) 411 , • • • ; • _ • • . . ; • Moe ozoN • 1 T- /gAt �y getv, 6-L4'40.41: ay cis zits STS ; i6 y R—Z— Pig PO 1- 14) CtS0 %Aa- OiM1Nry • —'—OM p rest r f t ■ t■ 161 >r .y Lj NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 FAX (206) 820.0947 Made b y �� Date z / Job No. a,i6y Checked by Date j i Sheet No. es,/ Description �6 -�1 , I /..._.4-72-A2 ?~ Job Namc / .,-rte � / �n2 z ! 74,004 TCC /G t.,/GA 5 d t7O4.% NELSON-B01URDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 FAX MO 820.0947 Me b,4 a Date .5 $ Job No. gle/654. Checked by Date Sheet No. Description L4-7A7-49-i- 26'5/e701--d — '41-6'nfift.- i441C"- Job Name SrA-Zir— /9720A No" NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E.124th St., Suite 230 • Kirkland, WA 98034 1206) 823-6667 FAX (206) 820 -0947 Made by /i Date / / % Job No. /Ca Checked by Date % - Sheet No. AD ` Description 44%i. C. - 3/1-7/ ^^ ^ 5 AtehrewAu....S Job Name sr — ��xwi O,17S6. �jy5 ,� jIl I IL51.-15---_____ -I- , / ?) 2.(..5-12?. ...,,„91-iip_ 1 1 /emu- '..G. /_.... 3') ...... j1 .c ,$).....t{�p . )�ci.. . -... 77 l._ ()... U..._. ',.«t...._ Tes t,..._,..w.._.... . _.. . 7 4. Y ,z (07)64 NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 8236667 FAX (206) 820.0947 Made by TexiN 7411 ,Datez/545, Date / 7 Job No. ,s3.5.47, Sheet.No. Z _ Checked by Description Job Name ,774-7F-; CATeAA4 ; 1 1 - I 7ig. , 6314 .._ /.7 - 1 11017:11 6.) , !...41.436...1 . 1 1 1 1 . - --- - • . ... ..-- . • -....- -.... , -74 •••0)4e7C7 "izo-c. $re 1 i L • . - -- ..... 30 1 .P,j (V, 4.190'7 i , , . .,........ 1,0rfta_re?, 1, 5. 08.) ae.,,Y1491)0■9 ••••••1-• • • • ..... • 59) :4/6'L/ • ark z5- z-14' • 1 -ere' j 4A,4-co- .77._h,t-7.4...i 0....._..... 7.14.72, [ { i 1 ,_ i liriou egi A (e./Isi.X...e,M)z,CYQ..z. /21.6 ei? , . 4-•41uie70.4.. 1, f- 1(/.G! s7.1.,) - / ' - • / 2./g . ".112- : jz G.'• .0.. IZi6.-O0 .1 - .17fOr 2 51' '1 54' 0.GLS.P 7, ■ i I 42 ,cr <1 rr. 6,4 oz. 2.696910'i I I 0/ax: • N1.41:7 b NELSON-BOURDAGES, INC., PS. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 RON 823•6667 FAX (2061 820-0947 Made by ..ii/----- Date /s/gR J ° b N o Checked Date ' Sheet No. (........14n Description Job Name .7.-4,...rm_. Finepl – '€-.49' • .C5Inl I 5.) tr-- $ „ cJl- 90(9).6)7,4' 1,04 et, 1,(4-! ii.rgfczC7 e,____e 6 • - , .; - -- - --. k--:•.‘.!-X114 Lii-f-L-1,:r?i- - 7 7.7.7..,_1; .._... „ : , „ •:c1 - e4,0e.,e? „ 1 i i i .F5 .i.rXze,54).1.:5-'7.z7i.„5:1 I 1 I 1 99 4.0(4.z:1.17264.5-J2_ 016' 4— ' I g*I.Sr4L-'4 ri/4-P4Ifetee ( T . . v ut*.)cit.)o%iv.00.% • . .. I. ey-t_ ; • • 6)14 fc.c_ azb,42,1, 6_41,5-x.07.2)69.Gt) " - 17 5 4P-oi.477 I 1_0 -to AA • NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 FAX (206J 820 -0947 Made b i 40# Date,/ 5 Job No. g g' /4 Checked by Date Sheet No. L _ // Description �� R- /4-4-[_.‹,,, Jop Name STT1 lc�17.r�i ---3r4 1l..�L����3�_l.z�.3. $Tat:.....1. -,:poq06 a6 xti.X 7, S my..)x.3.5, 5dzb,.4� 2 .... LoAb ts.✓ ?... . • �d i c NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (2061 823-6667 FAX 12061 820-0947 Made by 7' Date,/ ,7 ima Job Nia.6?8'/(.. 9 Sheet No. z......i Checked by Date Description u piA 1 Job Name ..77.0..-- /sit -..:.etvAc./4 • .1-5, /1_)14 A1 5",-Z- .% • . 177 4.. ap-,$ ...., . *....iP ., „ ......pp.i. ...F./Le.s..e... as?..C.z..1.-)0..--3....'.■,.4-.3 ':.7 - • 1 !40#9-j , ... .4....3/t5-2 .477 1 1 I , 8y . • i .. , 4y:4-i=c-- .1... .5 4 .a 1 kL-r .-' Z , SIP, 1.. ■ . -.7/7-41.-.. ... ....... ; &WA... i 1 OZVC.e) 6r62 1 -1 , ..... .! _ ... . ... • 1 • - 1 i i ■ 1 .r, I.. ..... „. „ .9 • • l -I'S. • • i i 1 • I. ,... 1 z ( I frtite.y e .5 g 7tik, SOUTH SEATTLE SERVICE CENTER STATE FARM MUTUAL. AUTOMOBILE INSURANCE COMPANY STATE FA MU •pa6pal v ouoae sueid pano.adde }o Ado ,aopae44uoa to 4.dlaaaa •aaueulp,io ao epoD pa4dope rtu do uol4eloln. au1 azl.iou jne lou swop sueid l . %ode pue suolsslwo pue saoaaa of pe qr,s; no.�dde �la7u� weld a�� fey puejs.lapun l AdOD ■ 0.4.•4•••■■••••• �...._. _._ .. STATE FARM MUTUAL AUTOMOBILE INSURANCE. COMPANY ONE STATE FARM PLAZA •LQOMINGTON, ILLINOIS 61710 ,RCHITECT MGA ARCHITECTURE AND PLANNING 10212 BOTHELL WAY 8E SUITE F146' MILL. CREEK, WASHINGTON 88018 (206) 486 -6134 Owner: SPECIFICATIONS FOR THE SOUTH SEATTLE SERVICE CENTER OF STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY AT 6835 SOUTHCENTER BOULEVARD. Tukwila, Wa. 98188 STATE FARM MUTUAL: AUTOMOBILE INSURANCE COMPANY ONE STATE FARM PLAZA . • BLOOMINGTON, ILLINOIS 61710 Observing Architect: mga architecture and planning 16212 Bothell Way S.E. Suite F -146 Mill Creek, Wa 98012 (206) 486 -6134 July 3, 1989 PARCEL NO. 499 1S • 'f' JUN 3 0 1989 10 ii; seal TABLE OF CONTENTS DRAWINGS PARCEL 499 COVER SHEET - DRAWING INDEX SURVEY CIVIL, LANDSCAPING, AND ARCHITECTURAL C -1 C -2 C -3 C -4 C -5 C -6 GRADING & STORM DRAINAGE SEWER AND WATER PLAN GREEN RIVER CROSS SECTIONS: HORIZONTAL CONTROL PLAN DUMPSTER PLAN AND ELEVATION HANDICAPPED SIGN & SYMBOL L -1 LANDSCAPE PLAN & PLANT SCHEDULE L -2 IRRIGATION PLAN ARCHITECTURAL A -1 SITE PLAN, VICINITY MAP A -2 FIRST FLOOR PLAN, DOOR SCHEDULE, DOOR ELEVATIONS PLAN & SYMBOL LEGEND A -3 SECOND FLOOR PLAN, NOTES, DETAILS A -4 ROOM FINISH SCHEDULE, ABBREVIATIONS, A -4A ROOM FINISH SCHEDULE A -5 ELEVATIONS, STOREFRONT, DETAILS A -6 BUILDING SECTIONS A -7 RESTROOM,.ROOF, ICS ROOM PLANS, INTERIOR ELEVATIONS A-8 STAIR PLANS, SECTIONS AND DETAILS, ELEVATOR SECTION A -9 STAIR PLANS, SECTIONS AND DETAILS A -10 WALL SECTIONS, DETAILS A -11 WALL SECTION, DETAILS A -12 FIRST FLOOR REFLECTED CEILING A -13 SECOND FLOOR REFLECTED CEILING NOTES STRUCTURAL S -1 S -2 S -3 S -4 S -5. S -6 FOUNDATION PLAN, GRADE BEAM AND COLUMN SCHEDULE, NOTES SECOND FLOOR FRAMING PLAN, LINTEL SCHEDULE, NOTES ROOF FRAMING PLAN DETAILS DETAILS DETAILS OF CONTENTS 71: MECHANICAL /ELECTRICAL ME -1 ICS HVAC & ELECTRICAL COMPONENTS MECHANICAL M -1 M -2 M -3 PLUMBING P -1 P -2 P -3. ELECTRIAL E -1 E -3 E •4 E -5 E -6 FIRST FLOOR PLAN, LEGEND,: ABBREVIATIONS SECOND FLOOR PLAN ROOF PLAN, LEGEND, SYMBOL & SCHEDULE FOUNDATION PLAN FIRST FLOOR PLAN, TOILET ROOM PLAN, PIPING DIAGRAM SECOND FLOOR PLAN, TOILET 'ROOM' PLAN, LEGENDS, LIGHTING BUDGET, DIAGRAMS, FIXTURE SCHEDULE', SIGHT PLAN FIRST FLOOR POWER PLAN. SECOND FLOOR POWER PLAN FIRST FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING PLAN FIRE PROTECTION FP -1 FIRST FLOOR PLAN, STANDPIPE FP -2 SECOND FLOOR PLAN DETAIL, SIZING CHART'. 1 TABLE,OF.CONTENTS a TABLE OF CONTENTS PP 499 BIDDING REQUIREMENTS 00100 INVITATION TO BID 00200 INSTRUCTIONS TO BIDDERS 00205 FORM OF PROPOSAL, BID FORM CONDITIONS 00210 00220 00410 00510 00610 00620 00630 00640 00710 00720 00730 00740 DIVISION 1 01010 01150 01151 01300 01500 DIVISION 2 02010 02112 02210 02220 02550 02612 02650 02740 02800 DIVISION 3 03300 DIVISION 4 04200 DIVISION 5 05120 05210 05300 05400 05500 OF THE CONTRACT SUPPLEMENTAL CONDITIONS SOIL INVESTIGATION DATA SOILS REPORT INCLUDED NOTICE TO OWNER CERTIFICATE OF INSURANCE CONSENT OF SURETY COMPANY TO REDUCTION IN RETAINER CONSENT OF SURETY COMPANY TO FINAL PAYMENT MECHANIC'S LIEN AFFIDAVIT SAMPLE FORM - CERTIFICATE OF CONTRACTOR COLOR AND MATERIAL SELECTION CHART WEEKLY CONSTRUCTION REPORT SAMPLE FORM - SCHEDULE OF VALUES SAMPLE FORM - AIR BALANCE REPORT . . . SPECIAL CONDITIONS APPLICATIONS FOR PAYMENT CHANGE ORDER FORM SUBMITTALS TEMPORARY FACILITIES SITE WORK DEMOLITION SITE GRADING BUILDING EXCAVATION AND FILL ' SITE UTILITIES ASPHALT PAVING CONCRETE PARKING AREA PAVING IRRIGATION SYSTEM LANDSCAPE PLANTING CAST-IN-PLACE CONCRETE UNIT MASONRY STRUCTURAL STEEL STEEL JOISTS METAL DECKING LIGHTGAUGE FRAMING MISCELLANEOUS METAL TABLE OF CONTENTS-3 PAGES 1-5 1-5 1-11 1-15 1 1-2 1 1 1-2 1-2 1-2 1-3 '1-2 1-5. 1-4 1-18 1-15 1-6 1-5 DIVISION 6 06100 06200 DIVISION 7 07160 07200 07530 07600 07800 07900 DIVISION 8 08110 08200 08305 08360 08410 08520 08700 08800 08920 DIVISION 9 09200 09250 09300 09510 09650 09680 09900 09952 ROUGH CARPENTRY WORK FINISH CARPENTRY AND MILLWORK BITUMINOUS DAMPPROOFING AND FOUNDATION DRAINAGE THERMAL INSULATION ELASTOMETIC SHEET ROOFING SYSTEM FLASHING AND SHEET METAL WORK ROOF ACCESSORIES CAULKING AND SEALANTS HOLLOW METAL DOORS AND FRAMES. WOOD DOORS ACCESS DOORS SECTIONAL OVERHEAD DOORS ALUMINUM ENTRANCES ALUMINUM WINDOWS FINISH HARDWARE AND GLAZING ALUMINUM GLASS SETTING SYSTEM LATH AND PLASTER GYPSUM DRYWALL CERAMIC TILE ACOUSTICAL TREATMENT RESILIENT FLOORING CARPETING PAINTING VINYL WALL COVERING .1 -3 :1-2. 1 !1 -3 1 -3 :1-3 1 -7 1 -4 1 -3.' DIVISION 10 10020 DEMOUNTABLE PARTITIONS 10100 CHALKBOARDS AND TACK BOARDS 10180 TOILET PARTITIONS 10270 ACCESS FLOORING 10440 SPECIALTY SIGNS 10800 TOILET ACCESSORIES 10900 ATTIC VENTILATION LOUVERS DIVISION 11 11950 UNIT KITCHEN CABINETS DIVISION 14 14225 HYDRAULIC ELEVATOR 1 -6, TABLE'.OF CONTENTS -4 DIVISION 15 15050 BASIC MECHANICAL MATERIALS 15180 INSULATION 15400 PLUMBING 15450 REFRIGERATION PIPING 15460 GAS PIPING 15500 FIRE PROTECTION 15650 COOLING TOWERS 15691 MODULAR COOLING UNITS (MCU), 15710 WATER HEATING SYSTEM 15750 HEAT TRANSFER 15820 EXHAUST FANS 15860 AIR DISTRIBUTION 15890 AIR CONDITION EQUIPMENT 15950 BUILDING MANAGEMENT AND AUTOMATIC CONTROL SYSTEMS 15990 HVAC BALANCING AND METHODS TEMPERTURE DIVISION 16 16050 BASIC ELECTRICAL MATERIALS AND METHODS 16350 UNDERFLOOR DUCT ELECTRICAL SYSTEM 16400 SERVICE AND DISTRIBUTION (600 VOLTS& BELOW) 16500 LIGHTING 16700 COMMUNICATIONS. 1 -17 1 -.8 1 -9 1 -2 1 -3 1 -6 1 -3 .1 -4 1 -3. 1 -4 1 -2 1 -8'• 1 -2 1-4 CONTENTS -5 PROJECT: South Seattle Service Center for State Farm Mutual Automobile Insurance Company 6835 Southcenter Blvd. Tukwila, WA INVITATION FOR BID - GENERAL CONSTRUCTION You are invited to bid on a General Construction Contract for a 22,222 sq. ft. building known as SOUTH SEATTLE SERVICE CENTER for STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY, located in Tukwila, King County, State of Washington. Proposals will be received until bid closing at 2:00 p.m. on Tuesday, July 25, 1989 at the North Seattle Office of State Farm Insurance Company: c/o Jerry Herman State Farm Insurance Company North Seattle Office 20011 Ballinger Way N. E. Seattle, WA 98155 Proposals received after the date and time set will not receive consideration. Plans and specifications are on file at the office of the Architect, the selected General Contractors and the Plan Centers listed below. Phone the architect for an appointment to review documents at his office. Selected Prime Bidders may obtain 3 sets of bid documents for a plan deposit of $250.00 per set from the office of the Architect. Deposit refund may be obtained by returning all documents in good condition to the office of the Architect within 10 calendar days after bid opening. Additional copies of Plans and Specifications may be purchased by bonafide bidder from Bill's Blueprint, Inc. 2920 Rockefeller, Everett, Wa. 98021. 259 -0859. Bill's Blueprint is authorized to print contract documents only for the selected General Contractors. Subcontractors shall order contract documents from selected General Contractors only. ..- Any bidder may withdraw his bid, either personally or by written request, at any time prior to the hour set for the bid opening. No bid may be withdrawn or modified after the time set for opening unless and until the award of contract is delayed for a period exceeding thirty (30) days. The Owner reserves the right to waive any informalities or to reject bids. Proposals will be considered only from the following General Contractors: 00100 INVITATION TO BID - 1 PROJECT: South Seattle Service Center for State Farm Mutual Automobile Insurance Company, 6835 Southcenter Blvd. Tukwila, WA 1. R. C. Winter Co. 17460 NE 67th Court Redmond, WA 98052 885- 9050: Richard Winter • Strand, Inc. 12015 115th. Avenue N.E., Kirkland, WA 98034 820 -2801 Ray Strand . MB Construction Co. 14734 N.E. 95th Street PO Box 349 Redmond, WA 98073 885 -2781 Douglas Sherrow . Gordon Kruse Construction PO Box 46411 Seattle, Wa... 98126 932 -6317 Dan Kruse W.G. Clark Construction 408 Aurora Avenue North Seattle, Wa. 98109 624 -5244 Mike Ducey Gall, Landau, Young Construction_Co;Inc.., PO Box 6728 Bellevue, Wa. 98008 451 -8877 Frank Burgess, Lee Killcup, Roger • Wick Construction Co. PO Box 31509 Seattle, Wa. 98103 634 -1550 Peter Wick, Jack Seip Young 00100 INVITATION TO` BIDS.. PROJECT: South Seattle Service Center for State Farm Mutual Automobile Insurance Company 6835 Southcenter Blvd. Tukwila, WA 8. Howard S. Wright Construction Co. 425 Pontius North Seattle, Wa. 98 447 -7654 Ken Shreve . Micon, Inc. 16112 95th. Ave. S.E. Snohomish, Wa. 98290 486 -2156 Mike Undseth 10. Westwood Construction 7611 S. 180th Kent, WA 98155 251 -0638 Hal Farris Copies of the Contract Documents are, on file at the plan centers, listed below: 1. PLAN CENTER OF THE ASSOCIATED GENERAL CONTRACTORS 120.0 Westlake North, Suite' Seattle, Washington 98109 PHONE: 285 -2021 CONSTRUCTION PLAN CENTER. 1245 - 4th. Avenue South, Suite. Seattle, Washington 98134 PHONE: 223 -0320 TACOMA A.G.C. 3820 South Pine Tacoma, Washington 98409 PHONE: 472 -4476 ASSOCIATED SUB - CONTRACTORS 3312 South Union Avenue Tacoma, Washington 98409 PHONE: 838 -3144 00100. INVITATION.TO BID PROJECT: .South Seattle Service Center for State Farm Mutual Automobile Insurance Company 6835 Southcenter Blvd. Tukwila, WA 5. EASTSIDE PLAN CENTER 13010 Northup Way, Bldg. C -3, Suite Bellevue, Washington 98005 PHONE: 881 -5071 6. SNOHOMISH COUNTY PLAN CENTER 525 Medical Dental Building Everett, Washington 98201 PHONE: 258 -1303 7. SKAGIT PLANS BUREAU 1378 S. Gari Burlington, Washington 98233 PHONE: 757 -3121 The Contractor shall include in his Base Bid sums sufficient to complete all wdrk and provide all materials necessary to construct a complete, fully operational facility to the extent shown and reasonably implied in the contract documents. The Contractor is directed to obtain a copy of the Instructions to Bidders, all plans, specifications and addenda necessary to provide complete bids and to conform to Section 00200.. Each bidder must review all drawings to verify the extent of his work involvement. Each bidder and sub - bidder must be certain that all utilities are connected to public service, that all utilities are included and all items of work necessary to provide -a complete and operating building are included. Each bidder is required to submit a bid bond with his bid. Please reference the bid form for further detail. The successful bidder will be required to execute a performance bond. Please reference the bid form for further detail on the performance bond, and acceptable bonding detail. Contractors are directed to obtain a copy of AIA document A- 201 -1976 and A- 701 -1976 and to become familiar with the provisions therein. PROJECT: South Seattle Service Center for State Farm Mutual Automobile Insurance Company 6835 Southcenter Blvd. Tukwila, WA The anticipated construction start of this project is June 12, 1989. The Contractor shall include in his Base Bid necessary allowances for seasonal site conditions and normal weather delays anticipated. The Owner has not authorized the use of the Bid Exchange. Thank you for your participation and cooperation. mga architecture & planning Mailing Address: 16212 Bothell Way S. E. Suite F146 Mill Creek, WA 98012 (206) 486 -6134 or 522 -6125 Michael Glanz Date of invitation: June ' 26 END OF SECTION INVITATION TO:BID SECTION 00200 - INSTRUCTIONS TO BIDDERS PROJECT: South Seattle Service Center State Farm Mutual Automobile Insurance Company Tukwila, Washington 1.1 PROPOSALS Proposals to be entitled to consideration must be made in accordance with the following instructions: A. General: 1. No Bid Exchange will be allowed to receive bids in any form. a. All bids are to be communicated directly to the General Contractors. b. General Contractor to convey bids as stated in the Advertisement for Bids. c. No bids will be received by the Architect. 1.2 SCOPE OF WORK Construction of a CMU Block Veneer, Rigid Steel Frame, Slab -on -grade Two Story Building with second floor and roof of metal decking, of approx. 22,222 square feet, associated utilities and sitework in accordance with all Contract Documentation, under the 1988 Uniform Building Code set. 1.3 SITEWORK Provide all site work as shown or implied. Connect all utilities to public or private services as shown or implied, all as required by each utility. 1.4 EXAMINATION OF SITE AND DOCUMENTS Before submitting a proposal, the bidder shall: 1.4.1 Carefully examine the drawings and specifications and coordinate between drawings and work shown on all plans. 1.4.2 Visit the site and fully inform himself of existing conditions and limitations, paying specific attention to existing site improvements and other items noted in Soils Report and on "C" sheets. 1.4.3 Rely solely upon his own judgment in preparing his proposal, and include in his bid, a sum sufficient to cover all items required by the Contract Documents, whether specifically shown or not. 1.4.4 Bidders shall visit the site and take such other steps as may be necessary to ascertain the nature and location of the Work, and the general and local conditions which can affect the Work or the cost thereof. In addition, Bidders should examine all contract documents in relation to the site, the structure and conditions of the site, obstacles which may be encountered and all other conditions having a bearing upon the performance of the Work, superintendence of the Work, requirements for heat, time of completioin and all other relevant matters. Failure to take such steps shall not relieve bidders from responsibility for estimating properly the difficulty or cost of successfully performing the Work. The Owner assumes no responsibility for any misunderstanding or representations concerning conditions made by any of his agents, representatives or employees prior to the execution of the Contract, unless included in the Contract Documents. 1.5 DOCUMENT INTERPRETATIONS TO BIDDERS 1.5.1 Any explanation desired by a bidder regarding the meaning or interpretation of the Invitation to Bid, Plans, Specifications or other documents relating to the performance of the Work must be requested in writing and with sufficient time allowed for a reply to reach all bidders before the submission of their bids. Any interpretation made will be in the form of addenda and will be furnished to all prospective bidders. Receipt of addenda by the Bidder must be acknowledged on the Bid Form. Oral explanations or instructions given before the award of the Contract will not be binding on the Owner, the Architect or their representatives. All Addenda issued during the time of bidding shall be incorporated into the Contract Documents as a part thereof. Questions received less than 48 hours before the time set for bid opening cannot be answered. 1.5.2 Any explanation of documents will be conducted through the Architect. The Owner will receive no calls, nor answer any questions from contractors. Architect will answer questions of bonafide General Bidders, only. Sub contractors will forward their questions through the General contractors. 1.6 SUBSTITUTIONS 1.6.1 Bids shall be based on the articles and materials named in the specifications. Substitutions may be made only under the following conditions: 1.6.1.1 Five (5) or more days prior to bid opening: Bidders may submit to the Architect written requests for approval of materials they guarantee equal or superior to those specified, along with manufacturer's actual samples and other supporting evidence of equality and all salient features. The acceptable products are to be listed on the substitution page of the Bid Form and by indicating the additional cost or credit. No later substitutions will be allowed. The owner reserves the right to reject all such proposals, and they will not be used to determine the low bid. 00200 -2 The specified products have been used in preparing the drawings and specifications and thus establish minimum qualities which substitutes must meet, such as dimensional, gauge, weight, color and the like in order to qualify as acceptable. Proof of the quality rests with the bidder. 1.6.1.2 After the Contract is signed: Substitutions will be considered in exceptional cases only where the contractor, through no fault of his own, is unable to obtain specified items in time to avoid delay to the work. Contractor failure to order materials in time does not constitute grounds for substitutions, and will be rejected. 1.6.2 The bid price for each proposed substitute shall include all costs of all trades affected by the substitute required to incorporate the substitute into the Work. Later requests for additonal monies for substitutions will not be considered. 1.7 BIDDER'S QUALIFICATIONS 1.7.1 Before a bid is considered for award, the Bidder may be required by the Owner to submit a statement regarding his previous experience in performing comparable work, his business and technical organization, financial resources, list of proposed subcontractors, facilities and plant, and all other criteria the Owner deems relevant to the successful performance of the contract, including preparation of certain forms to be found bound in these specifications. 1.8 PREPARATION OF BIDS 1.8.1 Submit bids in duplicate on the forms furnished. If erasures or other changes appear on the forms, each erasure or change must be initialed by the person signing the bid. Bids must be manually signed by the legal signing partner, corporate officer, etc. 1.8.2 Fully fill in all applicable blanks on the Bid Form. Failure to do so may disqualify the bid. When submission of a price on all items is not required, as stated on the form, bidders are to insert the words "NO BID" in the space provided for any item on which no price is submitted. 1.8.3 Where alternate prices are required, state the amount to be added to or deducted from the base bid for each alternate. When figuring alternates, give consideration to all items involved and to all revisions caused by the intent of the alternate, so as to make all necessary changes acceptable and complete. 1.8.4 In cases where any part of the bidding is to be received on a unit price basis, any quantities shown or specified are approximate, only and may be, but need not be, used in making a comparison of bids. Each Bidder is required to make his own estimates of the actual quantities involved and to calculate his unit price bids accordingly. 00200 -3 2.0 SUBMISSION OF BIDS. 2.1.1 ;Place each bid and duplicate bid in an opaque envelope and securely seal it therein. Mark the envelope to . indicate the following: 2.1.2 The name, address and phone number of the bidder. 2.1.3 The name of the project and location. 2.1.4 The Contractor's license number or other evidence showing. the Contractor to be licensed in the city of Tukwila and Washington State. 2.1.5 Address the•envelope to the party identified in the Invitation for. Bids as the recipient of all bids. 2.1.6 Prime bidders who are unable to bid and who hold drawings and specifications are requested to notify the Owner of their intent not to bid at least seven (7) calendar days before the bids are due and to return the drawings and specifications prior to bid opening., 2.1.7 Bidder or his representative .must "have arrival time . noted on his envelope and signed by receiving secretary at the place of bid opening. 3.0 MODIFICATION OR WITHDRAWAL OF BIDS PRIOR TO OPENING 3.1 Bids may be modified or withdrawn by written or telegraphic notice from the bidder, if received by the Owner prior to the time set for the opening of bids 3.2 To protect the integrity of the bid system, modifications in bid prices submitted by telegram; should list only the modification and not reveal the total bid price or other information the bidder deems confidential. If the total: bid, price or other confidential information is revealed in the telegram, the, bid will not be disqualified but the Owner will be relieved of, liability to the bidder for disclosure, or, discovery of the price or confidential information to or by other persons, parties or competing bidders., 4.2 LATE BIDS Bids and withdrawals of bids received at the office designated on the invitation for bids after the exact time set for opening of the bids will not be considered. A modification received late, which makes the terms of an otherwise acceptable low bid more favorable to the Owner, will be considered at any time it is received and may thereafter be accepted. 5.1 BID PROPOSAL SUPPLEMENT 6.0 After bids are received and prior to signing of the Contract, Architect hereby requests the following from the General Contractor. 1. Breakdown of Bid Proposals. 00400 -7 and 8. 2. Approximate breakdown of future payment requests. 3. Schedule of Values. 00730. 4. General outline of his contract schedule. AWARD OF CONTRACT 6.1 Award of contract will be made to the responsible bidder whose bid, conforming to the invitation for bids, is most advantageous to the Owner, price and other factors' considering. 6.2 The Owner may, when in his interest, reject or accept any or all bids or waive any informality in bids received. Owner: CONTRACTOR PROJECT: South Seattle. Service Center for State Farm Mutual Automobile Insurance Company 6835 Southcenter Blvd. Tukwila, WA SECTION 00205- FORM OF PROPOSAL, BID FORM, State Farm Mutual Automobile Insurance Company One State Farm Plaza Bloomington, Illinois 61710 Observing Architect: mga architecture and planning 16212 Bothell Way S. E. Suite F146 Mill Creek, WA 98012 (206) 486 -6134 or 522 -6125 Gentlemen, The undersigned, having carefully examined the plans and specifications entitled: South Seattle Service Center State Farm Mutual Automobile Insurance Company 6835 Southcenter Blvd. Tukwila, WA 98188 dated April 6, 1989, as well as the site of the proposed work and being familiar with all of the conditions affecting the construction of the proposed project, hereby proposes to furnish all labor, materials and supplies and to construct the project and perform all work as required by and in strict accordance with the Contract Documents at the price stated below: 1. BASE BID The undersigned agrees to perform the work described in the specifications and shown on the drawings for the sum of ($ ), which is hereby designated the BASE' BID. (Amount shall be shown in both words and figures.) In case of discrepancy, the amount shown in words will govern. 00205 -1 In submitting this bid, it is understood that the Owner reserves the right to accept or reject any or all bids. It is further agreed that this bid may not be withdrawn for a period of thirty (30) calendar days after bid closing time. 2. ALTERNATES The undersigned agrees to provide the following additions to the Work; including overhead and profit. Amounts stated may be added to BASE BID as noted below. All items must be bid. ALTERNATE #1 - Provide plastic laminate finished doors per Specification Section 08200, Paragraph 2.3: ADD DEDUCT ALTERNATE #2 - Furnish and install all landscaping and irrigation as shown on sheets L -1 and L -2 as specified in Section 02740 and 02800: ADD ALTERNATE #3 - In lieu of L -14 Exit Signs specified in Section 16400, provide installation only of Owner furnished self luminous exit signs manufactured by Brandhurst. Include in this alternate the deletion of specified exit signs, and associated conduit, wire and junction boxes. Quantities and location of Brandhurst signs will be the same as shown for the L -14 fixtures. DEDUCT ALTERNATE #4 - Face Brick Alternate: In lieu of split face CMU block facing material, the Contractor shall allow in his proposal the sum of $270/M Owner selected face brick delivered to the job site. See Section 04200. ADD Brick DEDUCT Split Face Block ALTERNATE #5 - Concrete Pavement: Provide 4" concrete pavement section with 8" crushed base material in lieu of asphaltic contrete paving shown on plans. See Section 02650. ADD Concrete DEDUCT Asphalt ALTERNATE #6 - Sod Lawn where shown on plans. In lieu of seeded lawn: ADD SOD DEDUCT SEED 00205 -2 3. ALLOWANCES Building Permit paid by the contractor; Inspection, Tap, Utility fees and the like, lump sum or list. TOTAL 4. UNIT PRICES Provide listing of unit prices requested. Include with bid. Any item not bid may be cause to reject bids. Unit Price No. 1: Sub -base correction under building. Should the original sub -base materials within the building lines not meeting specification requirements after compaction work, for each cubic yard of base material excavated, removed from the site and replaced with off -site material conforming to soil conditions and compaction requirements of the specifications. Volume shall be measured as per Specification Section 02220, Article 2.5. Per cubic yard - ADD Unit Price No. 2: Sub -base correction - parking and drives. Should the original sub -base materials within the parking lot and driveways not meet specification requirements after compaction work, for each cubic yard of base material excavated, removed from the site and replaced with off -site material conforming to soil conditions and compaction requirements of the Specifications. Volume shall be measured as per Specification Section 02220, Article 2.5. Unit Price No. 3 - High tension outlet. For each additional high tension underfloor duct electrical outlet installed complete. Per outlet - ADD Unit Price No. 4 - High tension outlet. For each high tension underfloor duct electrical outlet deleted deduct the following. Per outlet - DEDUCT Unit Price No. 5 - Low tension outlet. For each additional low tension underfloor duct outlet installed complete. Per outlet - ADD Unit Price No. 6 - Low tension outlet. For each low tension underfloor duct outlet deleted, deduct the following amount. Per outlet - DEDUCT Unit Price No. 7 - Asphalt Core. For each asphalt core as specified in Section 02612.6.2 Per sample - ADD 00205 -3 Unit Price No. 8 - Separate circuit. For each lineal foot of 2 - #12 AWG -THW wires installed from spare breaker in panel A through the underfloor duct to an outlet location to be chosen by the Owner add the following. Per lineal foot of 2 - #12 ADD Unit Price No. 9 - Should excavation of rock be required within the building perimeter, volume shall be measured as per Specification Section 02220, Article 2.5. Per Cubic Yard - ADD Unit Price No. 10 - Should excavation of rock be required outside the building perimeter for site utilities, volume shall be measured as per Specification Section 02220, Article 2.5. Per Cubic Yard - ADD 5. BID BREAKDOWN Successful bidder to submit Form 00730 at time of signing contract. 6. STATE SALES TAX None of the above bids include State of Washington Sales Tax. However, the allowance, based on the contract sum is $ The contractor will add the appropriate percentage sum in to each pay request and pay the required taxes. 7. CONTRACT If the undersigned is notified of the acceptance of this proposal within thirty (30) days of the time required for plan check and permit process to be completed, he agrees to execute a contract for the above Work, for a compensation computed from the above named sums, in an AIA Standard Form of Agreement Between Owner and Contractor. (The bidder agrees to guarantee validity of his bid allowing for plan check and permit processing time, plus thirty (30) days. 8. TIME OF COMPLETION The undersigned hereby agrees to commence work under this contract on or before a date to be specified in a written "Notice to Proceed "; to substantially complete the Work not later than calendar days later, and to be fully complete within thirty (30) calendar days after date of substantial completion, including all Owner inspection punchlist items, except the one year inspection specified. 00205 -4 [. 9. BID GUARANTEE Bidders are required to submit with their bids a certified check or bid bond made out to the Owner as payee or obligee in the amount of ten percent of the base bid. Failure to furnish a bid guarantee in the proper form and amount by the time set for the opening of bids may be cause for the rejection of the bid. Bid guarantees, other than bid bonds, will be returned after opening of bids and execution of contractual documents and bonds with the successful bidder. Failure of the successful bidder, upon acceptance of his bid by the Owner, to execute such further contractual documents and submit such bonds as are required by the contract documents, shall be grounds for termination of his acceptance and forfeiture of his bid guarantee. 10. PERFORMANCE BOND The undersigned further agrees, if awarded the contract, to execute and deliver to the Owner within ten (10) calendar days (and before commencing the Work) of the signing of the contract, satisfactory Performance Bond and Labor and Material Payment Bond on the specified forms, Surety to meet provisions of specifications. 11. LIST OF SUBCONTRACTORS One copy of the "LIST OF SUBCONTRACTORS" must be submitted on the form provided with bid in a separate, sealed envelope, clearly marked "LIST OF SUBCONTRACTORS ". After submitting "LIST OF SUBCONTRACTORS ", bidders will not change any subcontractor specified on the list, without prior approval. If a subcontractor is unacceptable to the Owner for any reason, the Owner will allow the revision of the list by the substitution for that subcontractor, without change in Contract price. 12. LIQUIDATED DAMAGES See Article 00810 - 8.2.3. 13. CHANGES IN THE WORK During the course of construction, the Owner may make changes to the plans and Specifications that may require additional work. The cost of these changes shall be determined by unit prices indicated herein, and by Article 00810 - 12.1.6. Additional work resulting from changes will be done on regular time unless authorized otherwise by the Owner. Contractor will make the changes submitted to him on "Bulletin" Forms after submitting to Architect any supporting data requested and Owner verifies validity of Change Order request with his signature. Forms bound herein. 00205 -5 To: Project: SUBSTITUTION REQUEST FORM Submit two copies /each request) We hereby submit for consideration, the following product instead of the specified item for the above project: Section Paragraph Specified Item Proposed Substitution: Attach manufacturer's complete technical data binder, including laboratory tests and samples, if applicable. List completely any installation changes and changes to drawings and specifications required by this substitution proposal. FILL IN BLANKS BELOW: A. Does substitution change drawing dimensions? B. Will the undersigned pay for resulting building design changes including engineering and detailing costs? C. What effect does substitution have on other trades? D. Differences between proposed substitution and specified items: E. Manufacturer's /Manufacturers' guarantees of proposed and specified items are: same different. (Explain on attachment) Undersigned attests function and quality equivalent or superior to specified item(s) F. G. Name and address of similar projects on which product was used, and date of installation. (Attach) Contract completion date is: same different. (Explain on attachment) Submitted by: For use by design consultant: Signature Accepted Accepted as noted Not Accepted Received too late Firm By: Date: Date: Remarks: Phone: 00205 -6 END OF FORM ., 14. ADDENDA Receipt of the following addenda is hereby acknowledged. dated dated dated Addenda No. Addenda No. Addenda No. 15. CONTRACT DOCUMENTS Receipt of all Contract Documents is hereby acknowledged. Provide listing of all sheets of drawings and other items, and their dates: Drawings (sheet #s): Specifications: Very truly yours, Bidder Address By (Title) City, State, Zip License No. Telephone Federal Employer ID No. Department of Labor and Industries Account No. 00205 -7 THIS FORM TO BE COMPLETED IN FULL AND SUBMITTED TO THE OWNER BY THE APPARENT LOW BIDDER WITHIN 24 HOURS AFTER BID OPENING. DESCRIPTION OF WORK SCHEDULED VALUE % OF CONTRACT AMOUNT 1. Gen. Cond., Bond, Permits, etc. 2. Grading and Clearing 3. Storm Drainage 4. Building Concrete 5. Masonry 6. Site Concrete 7. Paving 8. Structural and Misc. 9. Framing and Sheathing 10. Single Ply Roofing and 11. Building Insulation 12. Caulking 13. Millwork 14. Windows 15. Doors, Frames, Glass & 16. Hardware 17.. Overhead Doors 18. Drywall 19. Acoustical Ceiling 20. Resilient Flooring 21. Carpet Installation 22. Ceramic Tile 23. Paint 24. Specialties 25. HVAC 26. Plumbing 27. Electrical 28. Vinyl Fabric 29.. Elevator TOTAL SUBSTITUTION DEDUCT AMOUNT (List in Complete Detail) Our stipulated sum bid includes the following amounts which•are for the. Owner's accounting purposes only. DESCRIPTION OF WORK (INCLUDING LABOR) Paving Single Ply Roofing & Roof Insulation Acoustical Ceiling HVAC 00205 -9 AMOUNT LIST OF SUBCONTRACTORS mga architecture & planning 16212 Bothell Way S.E. Suite F146 Mill Creek, WA 98012 (206) 486 -6134 or 522 -6125 The subcontractors we propose to use are as follows: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Excavation, grading, clearing Landscaping Irrigation Site Sewer Storm Drainage Asphalt Paving Concrete Work Masonry Phone No. Representative Steel Beams - Manufacturer Steel Joists - Manufacturer Structural Erection 12. Sheet Metal /Flashing 13. Roofing 14. Aluminum Windows and Storefronts 15. Insulation 16. Wood Doors 17. Metal Doors 00205 -10 LIST OF SUBCONTRACTORS PAGE TWO mga architecture & planning 16212 Bothell Way S.E. Suite F146 Mill Creek, WA 98012 (206) 486 -6134 or 522 -6125 18. Overhead Doors 19. ICS Room 20. Ceiling 21. Elevator 22. Flooring Resilient 23. Flooring - Carpet installation 24. Special Coatings 25.. Gypsum Wall Board 26. Vinyl Wall Covering 27. Painting 28. Plumbing 29. Heating, Ventilating & Cooling 30. Electrical General Contractor END OF SECTION-: SECTION 00210 - SUPPLEMENTARY CONDITIONS The General Conditions of this contract is the American Institute of Architects document A201, "The General Conditions of the Contract for Construction ", Thirteenth Edition, August 1976, 14 Articles, 19 pages, a copy of which can be provided by the Owner upon request. Modifications to these General Conditions are as follows: ARTICLE 1 CONTRACT DOCUMENTS 1.1.1 The Contract Documents. The last sentence is deleted and the following substituted: The Contract Documents to include the Bidding Documents, the Advertisement and Invitation to Bid, the Instructions to Bidders, sample forms, the Contractor's Bid and portions of Addenda relating to any of these, or other items of the work. 1.2 Execution, Correlation and Intent. The following new clauses are added to Article 1, Part 2. 1.2.5 Unless otherwise provided herein, any inconsistence between the Contract Documents shall be resolved by the Architect, generally, giving precedence in the following order, (a) The Agreement, (b) The General and Supplementary Conditions, (c) other provisions of this contract whether incorporated by reference or otherwise, (d) the drawings and specifications, (e) The Bidding Documents. Notwithstanding the above, the Contractor shall nevertheless report discovered errors, inconsistencies, omissions or ambiguities in the Contract Documents to the Owner (no matter now seemingly insignificant) pursuant to clauses 4.2.1 of the General Conditions and 4.2.2 Of the Supplementary Conditions. 1.2.6 The word "provide" shall mean furnish and install and shall include, without limitation, all labor, materials, equipment, transportation, services and other items required to complete the referenced tasks. 1.2.7 Where items are specified by the use of reference standard specifications, the date of the reference standard shall be the latest edition at the time of signing of the Contract. ARTICLE 2 ARCHITECT 2.2 Administration of the Contract. 2.2.2 Delete Paragraphs 2.2.2, 2.2.3, 2.2.6, 2.2.14, 2.2.15 and 2.2.16. 00210 -1 ARTICLE 3 OWNER 3.2.1 The paragraph is deleted and the following paragraph 3.2.1 is substituted. 3.2.1 The Owner will provide sufficient funds to fulfill its obligations under the Contract. 3.2.6 Delete Paragraph 3.2.6 3.5 Administration of the Contract - add the following paragraphs: 3.5.1 The Owner, Architect, or his representative will visit the site at intervals appropriate to the stage of construction to familiarize himself generally with the progress and quality of the work and to determine in general if the work is proceeding in accordance with the Contract Documents. However, the Owner, Architect, or his representatives will not be required to make exhaustive or continuous on -site observations to check the quality or quantity of the work. 3.5.2 The Owner or Architect will review and approve or take other appropriate action upon Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for conformance with the design concept of the Work and with the information given in the Contract Documents. Such action shall be taken with reasonable promptness so as to cause no delay. The Owner's approval of a specific item shall not indicate approval of an assembly of which the item is a component. ARTICLE 4 CONTRACTOR 4.1 Definition: The following new clauses are added to Article 4, Part 1: 4.1.2 The terms General Contractor, Mechanical Contractor, Electrical Contractor, or other similar terms employed in the Contract Documents include those who are either under contract with the Owner or under subcontract with another contractor, agreeing respectively to perform the general work, the mechanical work, the electrical work, or similar subdivisions of the work. 4.1.3 References in the Contract Documents to "each contractor" shall apply to all prime contractors and to subcontractors performing recognized functional segments of the work. Similarly, references to "the Contractor" shall be deemed to include all prime contractors. 4.2 Review of Contract Documents. The following new clause is added to Article 4, Part 2. 00210 -2 4.2.2 It shall be the duty of the Contractor to check carefully and verify all contract documents and to report inconsistencies, discrepancies, omissions or errors to the Owner (no matter how seemingly insignificant) in ample time so that corrections may be made without delaying the work or involving additional expense. Any contractor who proceeds to perform work called for in contract documents containing such inconsistencies, omissions, discrepancies or errors shall be solely liable for the cost of correcting such work. Where inconsistencies occur between the drawings and specifications, the Owner shall be consulted and his directions followed. 4.5 Warranty. The following new clause is added to Article 4, Part 5: 4.5.2 The warranty provided in this paragraph shall be in addition to and not in limitation of any other warranty or remedy required by law or by the Contract Documents. 4.6 Taxes. Clause 4.6.1 is deleted and the following clause is substituted: 4.6.1 The Contractor shall be liable for and shall pay all sales, consumer, use and other similar taxes required by law, whether enacted or imposed before or after execution of the Agreement. An appropriate amount added to each pay request as provided under Washington State law. 4.7 Permits, Fees and Notices. Clause 4.7.4 is deleted and the following clause is substituted: 4.7.4 If the Contractor performs any work knowing or being in a position to know it to be contrary to such laws, ordinances, rules and regulation, and without such notice to the Owner, he shall assume full responsibility therefore and shall bear all costs attributable thereto. 4.10 Progress Schedule. The following new clause is added to Article 4, Part 10: 4.10.2 The Contractor shall strictly adhere to the progress schedule, and shall schedule and coordinate the work of and placement of items of work by all subcontractors in proper sequence, in order to prevent conflicts or required removal and replacement of work in conflict. 4.11 Documents and Samples at the Site. Clause 4.11.1 is deleted and the following clause is substituted and added: 4.11.1 The Contractor shall maintain at the site for the Owner one record copy of all drawings, specifications, addenda, final shop drawings, bulletins, letters, notices, change orders, and other modifications (in good order and marked currently to record all changes made during construction) product data and samples. These shall be available to the Owner and shall be delivered to him upon completion of the work. 4.12 Shop Drawings, Product Data and Samples. Clauses 4.12.6 and 4.12.8 are deleted and the following clauses are substituted: 4.12.6 The Contractor shall not be relieved of responsibility for any deviation from the requirements of the Contract Documents by the Owner's review of Shop Drawings, Product Data or Samples under subparagraph 3.5.2 unless the Contractor has specifically informed the Owner in writing of such deviation at the time of submission and the Owner has given separate written letter approval to the specific deviation. The Contractor shall not be relieved from responsibility for errors or omission in the Shop Drawings, Product Data or Samples by the Owner's or Architect's review thereof. 4.12.8 No portion of the Work requiring submission of Shop Drawings, Product Data or Samples shall be commenced until the submittal has been reviewed by the Owner as provided in subparagraph 3.5.2. All such portions of the work shall be in accordance with reviewed submittals. Where openings in general construction work occur for mechanical and electrical work or for other equipment, the Contractor shall check reviewed shop drawings and verify openings. 4.16 Communications. Clause 4.16.1 is deleted and the following clause is substituted: 4.16.1 The Contractor shall forward all communications directly to the Owner. 4.18 Indemnification. Clause 4.18.1 is amended by adding the words "and insurance companies" after the word "employees" in the third line and the following sentence is added: "If the Owner in good faith demands indemnification from the Contractor under this paragraph, and if the Contractor refuses to assume its obligation under this paragraph, the Contractor shall pay the Owner reasonable attorney's fees, court costs, and other legal expenses in enforcing this paragraph. The following new parts and clauses are added to Article 4: 4.19 Acceleration of Work and Overtime. 00210 -4 4.19.1 When in the sole judgment of the Owner it becomes necessary at any time during the performance of this Contract to accelerate the work, the Contractor, when ordered in writing by the Owner, shall cease work at any point and transfer his men and equipment to such points and execute such portions of the work as may be required to enable others to carry on their work properly. The Contractor shall have no claim for damages or extra costs due to any such acceleration order. 4.19.2 If, in the sole judgment of the Owner, it is necessary to complete any portion of the work in its various stages in time to avoid delaying the work of the contractors, the Owner may direct the Contractor, in writing, to resort to overtime without additional cost to the Owner. ARTICLE 5 SUBCONTRACTORS 5.1 Definition. Clauses 5.1.1 and 5.1.2 are deleted and the following are substituted: 5.1.1 A subcontractor is a person or entity who has a direct contract with the Contractor to perform any of the Work. The term subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a subcontractor or his authorized representative. The term subcontractor does not include any separate contractor or his subcontractors. 5.1.2 A sub - subcontractor is a person or entity who has a direct or indirect contract with a subcontractor to perform any of the Work. The term sub - subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a sub - subcontractor or an authorized representative thereof. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.5 Performance. Bond and Labor Material Payment Bond. Clause. 7.5.1 is deleted and the following is substituted: 7.5.1 The Contractor shall furnish bonds covering the faithful performance of the Contract and the payment of all obligations arising thereunder in the amount of 100 percent of the Contract Sum, on A.I.A. Document A312. The surety must be an approved Treasury listed company with an A.M. Best rating of A. The premiums shall be paid by the Contractor. The Contractor shall deliver the required bonds to the Owner not later than the date of commencement of the Contract. If the work is commenced in response to a notice to proceed, the Contractor shall submit evidence satisfactory to the Owner, prior to the commencement of the work, that such bonds will be issued. The bond, likewise, shall not be allowed to lapse. 7.7 Tests. The following new clause is added to Article 7, Part 7: 7.7..5 Additional tests beyond those required under the specifications may be-ordered by the Owner to settle disagreements with the Contractor regarding the quality of the work done. If the work is defective, the Contractor shall pay all costs of the extra tests and shall correct the work. If work is satisfactory, Owner will pay for extra tests. 7.10 Liens. The following new clauses are added to Article 7. 7.10.1 Contractor shall not voluntarily permit any laborer's, materialmen's, mechanic's or other similar lien to be filed or otherwise imposed on any part of the Work or the property, on which the Work is performed. If any laborer's, materialmen's, mechanic's or other similar lien or claim thereof is filed and if Contractor does not cause such lien to be released and discharged forthwith, or file a bond in lieu thereof, Owner shall have the right to pay all sums necessary to obtain such release and discharge and deduct all amounts so paid from the Contract Sum, or deduct same from the Contractor's Fee portion of the next succeeding Requests for Payment until the total amount of same shall be recouped, as Owner may elect. If any such lien is filed or otherwise imposed, Contractor shall cause such lien to be released and otherwise discharged upon request of the Owner. Contractor shall indemnify and hold harmless Owner from all claims, losses, demands, causes of action or suits of whatever nature arising out of any such lien or that part of the Work covered thereby. 7.10.2 This shall not preclude Contractor from filing a lien against Owner's property for any default on the part of the Owner. ARTICLE 8 TIME 8.1 Definitions. Clauses 8.1.1 and 8.1.3 are deleted and the following substituted: 8.1.1 Unless otherwise provided, the Contract Time is the period of time allotted in the Contract Documents for Final Completion of the work as defined in subparagraph 8.1.3, including authorized adjustments thereto. 00210 =6 9.3.6 Where projects include heating and /or air conditioning or other systems which are not put into operation at the time of occupancy, a sum shall be withheld until these systems have operated to the general satisfaction of the Owner. The retained amount shall approximate the cost of the deficient work. The guarantee period for, such systems will not commence until after such Owner's approval. 9.5 The following new clause is added to Article 9, Part 5: 9.5.6 Contractor requests for discontinuance of•retainages or for final payment shall be accompanied by a properly executed copy of the "Consent of Surety" form bound in the specifications. The Contractor shall cooperate with Owner and Surety in establishing the correctness of his requests. Such requests shall be made in ample time as all necessary approvals must be secured before requests can be honored. 9.9 The following sentence is added to Clause 9.9.1: 9.9.1 The final payment request shall be accompanied by properly executed copies of "Consent of. Surety Company to Final Payment" and "Mechanics Lien Affidavit" forms bound in the.• specification. 9.10 Use of Projects. 9.10.1 The Contractor shall permit Owner to enter upon and use any completed or partially completed portions of the building, even though the time of completing the entire, work or such portion thereof may not have expired. Owner's use shall be for the purpose of storage, the installation of telephone equipment and other such purposes, necessary to the preparation of the building for Owner's: occupancy. Such use shall not constitute acceptance thereof. Owner shall insure . that such use does not interfere with the operations of Contractor. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.2 Safety of Persons and Property. Clauses 10.2.2 and 10.2.5 . are deleted and the following substituted: 10.2.2 The Contractor shall give all notices and comply with all applicable laws, ordinances, rules, regulations, and lawful orders of any public authority bearing of the safety of persons or property or their protection from damage, injury or loss. The Contractor agrees to hold harmless and indemnify the Owner and Architect and their agents and employees against all claims, fines, losses, and expenses (including reasonable attorney's fees,) arising out of or resulting from the Contractor's failure to comply with said legal safety requirements and/or other prudent or reasonable safeguards. 10.2.5 The Contractor shall promptly remedy all damage or loss of any property referred to in Clauses 10.2.1 and 10.2.3 caused in whole or in part by the Contractor, any subcontractor, a sub- subcontractor or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. The Contractor's obligations in 10.2.2 and 10.2.5 are in addition to his obligations under paragraph 4.18. ARTICLE 11 INSURANCE 11.1 Contractor's Liability Insurance. Clauses 11.1.1, 11.1.2, 11.1.3 and 11.1.4 are deleted and the following clauses substituted: 11.1 Contractor's Liability Insurance'. The Contractor shall provide liability insurance as follows: 11.1.1 The Contractor shall purchase and maintain comprehensive general liability insurance as will protect himself, the Architect and the Owner from claims set forth below which, may arise out of or result from the Contractor's operations under the Contract, whether such claims arise during contract performance or subsequent to completion of operations under the Contract and whether such operations be by himself or by any subcontractor or by anyone directly or indirectly employed .by any of them or by anyone for whose acts any of them may be liable: .1 Claims under Worker's and Workmens Compensation, disability benefit and other similar employee benefit acts. .2 Claims for damages because of bodily injury, occupational sickness or disease, or death of its employees, and claims insured by usual personal injury liability coverage. 0021079 00210 -10 .1 Workman's Compensation including Employers Liability with a limit of $100,000 for each employee. All Workmens Compensation policies shall carry the "All States" endorsement. .2 Contractors Public Liability Insurance with a limit of $1,000,000 for each occurrence and $1,000,000 annual aggregate for personal injury liability including without limitation bodily injury and death. List the Owner as additional insured. .3 Property Damage Liability with a limit of #300,000 each occurrence and $300,000 annual aggregate. Include Broad Form Property Damage and include coverage for explosion, collapse and underground property damage. List the Owner as additional insured. Products Liability including completed operations with limits of $1,000,000 each occurrence and $1,000,000 annual aggregate for Personal Injury including bodily injury and death. Products Completed Operations Property Damage Liability with limits of $300,000 each occurrence and $300,000 annual aggregate. This Liability insurance to be continued in force for not less than one year after final acceptance of the work. .5 Independent Contractor's Liability Insurance with a limit of $1,000,000 for each occurrence for Personal Injury Liability including without limitation bodily injury and death. Property Damage Liability with limits or $300,000 each occurrence and $300,000 annual aggregate. .6 Blanket Contractual Liability with a limit of $1,000,000 each occurrence for Personal Injury Liability including without limitation bodily injury and death and Property Damage Liability with limits of $300,000 each occurrence and $300,000 annual aggregate. .7 Comprehensive Automobile Liability Insurance including owned, hired and non -owned vehicles with limits of $750,000 each occurrence for Personal Injury Liability including without limitation bodily injury and death and $150,000 for Property Damage Liability. 11.1.4 As an alternative to the limits outlined in paragraphs 11.1.3.1 through 11.1.3.7, the Contractor may carry an umbrella excess liability insurance policy, with minimum underlying limits as follows: 00210 -11 .1 Umbrella excess Liability Insurance with a limit: of $1,000,000 each occurrence in excess of the Liability Insurance stated in following paragraphs 11.1.4.2 through 11.1.4.8. This insurance plus Products Liability coverage shall be continued in force for not less than one year after final acceptance of the work. Provide a Certificate of Insurance showing the required coverages and duration and listing Owner as additional insured. . 2 Workmans Compensation including Employers Liability with a limit, of $100,000 for each employee. All Workmens Compensation policies shall carry the "All States" endorsement. .3 Contractors Public Liability Insurance with a limit of $300,000 for each occurrence and $300,000 annual aggregate for personal injury liability including without limitation bodily injury and death. List the Owner as additional insured. . 4 Property Damage Liability with a limit of $100,000 each occurrence and $100,000 annual aggregate. Include Broad Form Property Damage and include coverage for explosion, collapse and underground property damage. List the Owner as additional insured. . 5 Products Liability including completed operations with limits of $300,000 each occurrence and $300,000 annual aggregate for Personal Injury including bodily injury and death. Products completed Operations Property Damage Liability with limits of $100,000 each occurrence and $100,000 annual aggregate. This Liability insurance to be continued in force for not less than one year after final acceptance of the work. 11.3 Property Insurance. Paragraph 11.3.1 is amended by adding two additional sentences as follows: Unless otherwise provided, all property insurance purchased by the Owner under Part 11.3 shall have a deductible limit. The Owner shall assume losses under the deductible, except for the Contractor's tools and equipment, which shall be his responsibility. ARTICLE 12 CHANGES IN THE WORK 12.1 Change Orders. Clause 12.1.3 is deleted and the following clause is substituted: 12.1.3 The cost or credit to the Owner resulting from a change in the work shall be determined and mutually agreed upon in advance of performance of the change in work in one or more of the following ways: 00210 -12 .1 By mutual acceptance of a lump sum. By unit prices stated in the Contract Documents or subsequently agreed upon. Unit prices, shall include an allowance for Contractor's main office expense, overhead, profit and bond. .3 By estimated cost to which is applied the applicable percentage fee hereinafter provided. Value shall be determined by the Contractor by listing the estimated cost of the following, where applicable. '(a) Material costs (indicating identifications, quantities and unit prices) which shall include the costs of transportation; (b) Direct labor cost (indicating hours and rates by trades); (c) Increased or decreased insurance and bond- premium costs payable by reason of the change: (d) Actual rental charges for rented equipment; (e) Payment required to labor . organization under existing labor agreements; (f) A maximum aggregate of 15% of the total of items (a) through (e) as compensation for all other costs and expenses including administrative overhead, profit and supervision; (g) Work performed by subcontractors, computed as outlined in items (a) through (f); (h) A maximum of 7 percent of item (g) (applicable only where the work performed by subcontractors is supervised by Contractor) as compensation for all other costs and expenses including administrative overhead, profit and supervision. By the method provided in subparagraph 12.1.4. 'Clause 12.1.4 is amended by adding to it the following sentence: The allowance to be used in establishing the cost of the work by this method shall be the same as specified above Clause 12.1.3.3. 12.3 Claims for Additional Cost. Clause 12.3.1 is` deleted and the following is substituted: 13.2.7 Nothing contained in this paragraph :13.2 shall be construed to establish a period of limitation with respect to any other obligation which the. Contractor might have under the Contract Documents, including paragraph 4.5 hereof. The establishment of the period of time as may be prescribed by law or by terms of any warranty required by the Contract Documents relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which his obligation to comply with the Contract Documents may be sought to be enforced, nor to the time, within which proceedings, may be commenced to establish the Contractor's liability with respect to his obligations other than specifically to correct the work. SECTION 00220 - SOIL INVESTIGATION DATA 1.0 Soil Boring Information 1.1 Incorporated Information: The following information incorporated in the project manual and drawings is information supplied by the Owner. Soil borings have been made at approximately the points indicated on the boring layout. These together with the boring logs, are reproduced on the pages which follow. Specific information and recommendations of the Soils Report are a part of the Contract Documents except where contract drawings or specifications are more restrictive. 1.2 Soil boring logs are from a report prepared by: Applied Geotechnology dated October 9, 1987 and May 20, 1988 300 - 120th. N.E. Building 4, Suite 215 Bellevue, Wa 98009 453 -8383 2.0 General 2.1 Data Use Limitations: Because the sub - surface conditions indicated by the borings are a sampling in relation to the entire construction area, the Owner, or the firm reporting' the sub - surface conditions based on the borings, do not warrant the conditions below the depths of the borings or that the strata logged from the borings are necessarily typical of the entire site. The Architect warrants neither the subsurface conditions at borings, nor the conditions on or across the entire site. 2.2 Bidder Responsibility: Bidders using soil information described in this section shall accept full responsibility for its use in preparing bids and obtaining additional soil information which may be desirable for any bid. DKW:km /W13r /bom28 3" Class 8 asphaltic concrete surface (Section 5 -04) placed in 2 lifts 3" asphalt treated base (Section 4 -06) cc: Dennis Strong File: PA -113 t3uilding LI,;;;;g,n and OCT 1 1987 Construction Division A report prepared for The Castillo Company, Inc. 2045 E. University Drive Post Office Box 21087 Phoenix, Arizona 85034 GEOTECHNICAL ENGINEERING STUDY PROPOSED STATE FARM INSURANCE SERVICE CENTER TUKWILA, WASHINGTON AGI Project No. 15,271.001 by Susan J. Penoyar Project Engines Vincent scko, P. ' . Senior gineer APPLIED GEOTECHNOLOGY INC. 300 120th Avenue N.E., Building 4, Suite 215 Post Office Box 3885 Bellevue, Washington 98009 206/453 -8383 and 2501 East "D" Street, Suite 215 Tacoma, Washington 98421 208/383 -4380 October 9, 1987 Applied OeeteoNneleey Inc. Applied Oeoteohnelegy Inc. TABLE OF. CONTENTS INTRODUCTION . . . . . . . . . . A'. General B. Project Description . . C. Purpose and Scope of Services II. SITE CONDITIONS . . . . . . . . A. Surface . . . . . . .. . . B. Subsurface . . . . . . C. Groundwater III. CONCLUSIONS AND RECOMMENDATIONS . ... A. General . . B. Soil Characteristics C. Earthwork . . . . . . . . . . D. Foundations . . . . . . . . . E. Slab -on -Grade Floors . . ... F. Drainage . . . . . . . . .. G. Pavements . . . . . . ... . . . . . H. Limitations and Additional Services IV. DESIGN RECOMMENDATIONS . . A. General . . . . B. Clearing and Stripping C. Spread Footings . . . D. Slab -on -Grade Floors. E. Site Drainage . . . . . . F. Utility Lines ... G. Pavements . . Applied OMfeohnelegy lee. APPENDICES Appendix A :. Appendix B :. Appendix Cs Field Exploration: . • • • Laboratory.Testing Requirements for Paving . 22 . . 35 36 DISTRIBUTION OF ILLUSTRATIONS Figure i Site Plan . Figure 2 Typical. Footing Subdrain '. . . . ▪ 13 Figure 3 Typical Utility Trench Fill 14 Plate 1 Soil Classification /Legend • • • 23 Plates 2 thru 12 Logs of Test Pits . . . . ▪ 24 I. INTRODUCTION Applied Geeteehneloey Inc. A. General This report presents the results of our geotechnical engineering study for design and construction of the proposed State Farm Insurance Service Center in Tukwila, Washington. The project site is located between Southcenter Boulevard and the Green River, northeast of the intersection of Interurban Avenue and Southcenter Boulevard, as indicated on the Site Plan, Figure 1. B. Project Description The proposed service center will be a single -story structure with concrete block and masonry walls, a wood -truss roof supported on steel columns, and a concrete slab -on -grade floor. The structure will be approximately 158 feet by 92 feet in plan dimension. A garage, approximately 47 feet by 28 feet in plan dimension, will adjoin the main building to the northeast. The eastern approximately one -third of the site will be paved for parking and the remainder landscaped. Approximate maximum wall and column loads based on schematic design information will be on the order of 2.5 kips per lineal foot and 60 kips, respectively, for all dead and live loads. Floor loads will be on the order of 100 pounds per square foot. C. Purpose and Scope of Services The purpose of our engineering study is to explore and evaluate subsurface soil and groundwater conditions, and provide geotechnical recommendations for design and construction of the proposed facility. Specifically, our scope of services includes: o Exploration of subsurface soil and groundwater conditions. o Recommendations for site preparation, grading, and earthwork procedures. Recommendations for short and long term groundwater management. o Recommendations for foundation support alternatives, including bearing capacity and resistance of lateral loads. o Estimates of potential total and differential settlement magni- tudes and their rates. o Recommendations for parking area and road design pavement sections. Our exploration included eleven test pits excavated at the approximate locations indicated on the Site Plan. Detailed descriptions of our field exploration and laboratory testing programs are presented in the Appendices. -2 - II. SITE CONDITIONS A. Surface Applied Geotechnelegy Inc. The site of the proposed service center is irregular in shape with approxi- mate dimensions of 650 feet by 132 to 373 feet, with the long axis aligned northeast - southwest. The Green River defines the south property limit. The properties west and east of the site are vacant. Pertinent site fea- tures are indicated on the Site Plan. The site slopes down gently from west to east, with an approximate total elevation change of 4 feet. The site is approximately 23 feet above the Green River. Vegetation consists mainly of grasses and weeds, with occa- sional alders up to 12 inches in diameter. The slope along the river is densely vegetated with blackberry bushes. B. Subsurface Soil conditions encountered in the test pits were relatively consistent. Considerable fill was placed over the entire site some time ago to raise the overall grade. Fill was encountered in all test pits and consisted primarily of stiff to hard, moist, gray to brown silt to sandy silt. This Silt Fill extended from land surface to depths ranging from 5 to greater than 15 feet. Construction Debris Fill was encountered in Test Pit 2 from 2 to 5 feet below the land surface. This material consisted of stiff and moist brown silt with some wood, PVC, metal, concrete, brick and glass debris. The fill was likely not placed and compacted with engineering control, but was an uncontrolled fill. However, the conditions in the test pits indicate that substantial compactive effort was applied during fill placement in a reasonably systematic manner. Still, although the fill encountered in the test pits was relatively uniform in composition and consistency, there may be significant variations in this material across the site. Beneath the Silt and Construction Debris Fills, we encountered native stiff to very stiff, moist to wet, silts with varying amounts of clay and sand. This gray and brown Silt extended to the depths explored in most test pits. Medium dense and moist, brown, fine to silty sand was encountered beneath the Silt deposits in several test pits 12 to 13 feet below land surface. In response to information provided to us that the site might have been filled with municipal or industrial waste, we checked the test pit excava- tions for organic vapors with an HNU Photoionization Detector. No organic vapors or other evidence of waste disposal were detected. Table 1 summarizes the subsurface conditions encountered. Detailed descriptions of subsurface conditions encountered in each test pit are pre- sented on edited and drafted test pit logs presented in Appendix A. • M goo ewe y C bE •1. p • me AA rr • 9 - • • N O w M O • • Ag • • • N 0M Unsuitable 3 • 9 i w. 4 7 \ 2 p 2; t; t; 33 ! 11. 333 M M N nd I •s • a a �g 3I.441 22 :a 1s; iha • �• 1111 la: C. Groundwater We did not encounter an established groundwater table in our test pits. Several wet zones were intersected within the fill and Native deposits,, typically below seven feet, but occasionally as shallow as two feetiin the Silt Fill. Subsurface': seepage rates and±the:level at which seepage occurs, will vary, esasonally. Seepage rate, and levels will generallybeHattheirbitthe st, during: the wetter months (November through: June). They should be at their':' lowest' during lat"• sumner and edrly fall Applied Geotechnelepy Inc. III. CONCLUSIONS AND RECOMMENDATIONS A. General The relatively thick layer of uncontrolled fill within the proposed build- ing area complicates selection of a foundation alternative. Given the uniform fill consistency and composition, the light foundation loads, and the high cost of other foundation types, we believe that a reinforced spread footing foundation is a reasonable selection. Our conclusions and considerations regarding foundation support are as follows: o The Silt Fill that underlies the entire building and pavement areas was generally consistent in composition in all test pits and was moderately strong. However, as is always the case for uncon- Applied Gootochnoloey Inc. Specific recommendations that address these concerns are discussed in the following sections. Detailed design and construction recommendations are provided in Sections IV and V of this report. B. Soil Characteristics The fill and native silty soils are moisture sensitive. They are fine - grained, relatively impermeable, and will retain moisture. Repeated load- ing with heavy construction machinery, or even foot traffic, can disturb these soils significantly when they are wet. Substantial strength is lost and the soils become unworkable. Wet weather work on this site will require careful treatment of the subgrades to maintain their quality, or necessitate subgrade improvements, as described below. Maximum frost penetration will be 12 inches at this site. Swell potential for the site soils is minimal. C. Earthwork Building and pavement areas should initially be cleared of all vegetation, debris, and any utilities. These materials should not be reused as Select Fill, they should be removed from the site and disposed. Construction Debris Fill could potentially be encountered, although it was not encoun- tered in any test pits in building or pavement areas. Construction Debris Fill encountered during site preparation earthwork should be removed and disposed off -site. We recommend that the exposed subgrade soils be scarified and recompacted. The soil should be scarified to a depth of at least 12 inches under the en- tire building area and areas to b. paved. Specifically, scarification and recompaction should extend at least 10 feet past building lines and 5 feet beyond paved areas. Scarified soils should be moisture conditioned to slightly below their Optimum Moisture Content as necessary and recompacted using a sheepsfoot drum roller. It will likely be impossible to perform recompaction during wet weather. Once the building and paved areas have been graded to approximate design elevations and scarified and recompacted as described above, we recommend that these areas be proofrolled under our full -time observation. Proof - rolling should be accomplished with a heavy, rubber -tired vehicle such as a loaded dump truck. This procedure helps to delineate the areal extent of any soft or weak soils. The soft soils should be scarified, moisture con- ditioned as required, and recompacted. If the materials cannot be recom- pacted to meet specifications, they should be excavated and replaced with Select Fill or crushed rock. Typically, a depth of overexcavation of about 2 to 3 feet is adequate for this purpose. •ppliod G.otechnolooy Inc. If earthwork takes place during wet weather, we recommend that a work pad consisting of at least one foot of compacted Select Fill or crushed rock be placed over the entire building area. Parking area subgrades may also be protected with a work pad. Alternately, Asphalt Treated Base for the pa- vement section may be installed early to protect the subgrade. The exposed subgrades will likely further degrade and require additional expensive treatment before construction can begin if protective measures are not taken when earthwork is performed in wet conditions. We recommend construction equipment be kept off exposed subgrades after a rainfall until the soils have an opportunity to dry sufficiently to accept construction traffic without undue deterioration. If this precaution is not followed, construction traffic will damage the subgrade, resulting in the necessity for.overexcavation and replacement of materials. D. Foundations We believe that the proposed structure can be adequately supported on isolated or continuous spread footings bearing in the Silt Fill that are reinforced to mitigate the effects of soil consolidation and settlement. We strongly recommend that all footings be stiffened with additional steel reinforcing (over that amount typically used for conventional spread foot- ings). Stiffened footings will help to distribute structural loads over potential weak spots in the fill and consequently reduce differential settlement. E. Slab -on -Grade Floors Slab -on -grade floors should be protected from moisture seepage by install- ing a capillary break consisting of a minimum of 4 inches of free - draining sand or gravel and a vapor barrier consisting of reinforced plastic sheet- ing. The vapor barrier can be protected from damage during construction by covering it with an approximate 2 -inch thick sand layer. F. Drainage We recommend that a perimeter subdrain be installed around the proposed structure if any portion of the building floors will be at or below the adjacent exterior grades. G. Pavements Satisfactory long -term pavement performance will be determined by the condition of the subgrade. Inadequately compacted subgrade will deflect measurably under load. These deflections will be rapidly reflected up through an asphalt pavement and result in significant damage. We used the design and maintenance criteria provided in your Requirements for Paving to develop a design pavement section. We used an assumed Stabilometer R Value of 40 and calculated an appropriate pavement design section for lanes where most truck traffic will likely be confined, and for more lightly trafficked parking areas. Appendix C includes a completed Requirements for Paving form. -8- Applied Geoteehnelogy Inc. We usually provide two pavement design alternatives; one consisting of a Crushed Rock Base (CRB) and the other an Asphalt Treated Base (ATB). In our experience, the ATB, while possibly requiring a slightly large initial investment, has provided a long -term cost saving where used. This material provides a stable, sound, and dry pavement area for use by construction traffic and for storage of construction materials, particularly if con- struction is performed during wet weather. Providing the subgrade is adequately prepared, damage tends to be confined to relatively small areas which can be easily and economically repaired before placing the final Asphalt Concrete surfacing. At the Tukwila site, due to the highly moisture sensitivity of the soils, we recommend utilizing a full depth ATB section. This will help reduce.. moisture infiltration into the subgrade materials which would soften subgrade soils and promote degradation of the pavement surface. H. Limitations and Additional Services We prepared this report for the exclusive use of The Castillo Company, Inc., and their other consultants, for this project only. The analyses, conclusions, and recommendations in this report are based on conditions encountered at the time of our field investigation, design information pro vided, and our experience and engineering judgement. AGI cannot be respon- sible for the interpretation of the data contained herein by others. Our work has been performed in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently prac- ticing under similar conditions in the area. No other warranty, express or implied, is made. We must presume the conditions encountered are representative of the entire property. However, subsurface conditions may vary between exploration locations and with time, and unanticipated conditions can and often do occur. If differing conditions are exposed during construction, or the design is modified, we should be requested to reevaluate our recommendations and to provide a written confirmation or modification, as necessary. We cannot be responsible for the applicability of our recommendations if not afforded this opportunity. To allow for these eventualities, we recommend a contingency be provided in both the construction budget and schedule. We recommend we be retained to review final project plans and specifica- tions to verify that the intent of our recommendations has been properly interpreted and included. We also recommend we be retained to provide con- struction monitoring services during the geotechnical phases of project construction. This will allow us to verify subsurface conditions are as anticipated, and to observe and test the Contractor's work as the owner's representative. Appll.d aseachnelegy Inc. . IV. DESIGN RELOI D(DATIONS A. General The following paragraphs present our designrecomMendations for this pro- ject. These recommendations should be applied in their entirety and in conjunction with the Construction Recommendations provided in Section V of this report. B. Clearing and Stripping All topsoil, vegetation, surficial materials, and trees should be cleared or stripped from areas beneath footings, slabs and pavement areas, and dis- posed. We estimate that the average depth of stripping will be on the order of 6 inches. C. Spread Footings Bearing Material: Silt Fill Minimum Depth of Embsdmente Perimeter footings: 30 inches below the lowest adjacent final exterior grade.. 18. inches below top of floor slab Interior footings: Minimum Lateral Dimension: Spread footings:,. 'Continuous footings: 24 inches,: 24 inches Footing Excavation Protection: Footing subgrades. °opened ? during: wet'' weather ,conditions should be protected with a few inches of lean concrete.' Allowable Bearing Pressure: 1500 psf for all dead.and live loads This value applies to the total of all dead and live loads. Allowable Bearing Pressure may be increased by one- third for short term loads, including wind and seismic loads. Applied Geotechnelegy Inc. Lateral Load Resistance: Passive Resistance: 325 pounds per cubic foot (pcf) equiva- lent fluid weight Coefficient of Friction: 0.35 These values do not include a load factor; the structural engineer should provide this factor. The upper one foot of soil should be neglected in design computations unless protected by pavement or con- crete slab -on- grade. Settlement: Total Settlement: Differential Settlement: Time Rate: D. Slab -on -Grade Floors Subgrade: Recompacted Silt Fill. i -i /2 inches or less 1/2 inch over 50 feet Approximately 50 percent during construc- tion, and the remainder over the life of the structure. Capillary Break: Minimum of 4 inches of free - draining sand and gravel con- taining less than 3 percent fines (materials passing 1200 mesh sieve) based on fraction passing the No. 4 mesh sieve. Vapor Barrier: In areas where moisture would be detrimental to equipment, floor coverings or furnishings inside the building a vapor barrier should be placed beneath the concrete floor slab. Reinforced plastic sheeting is satisfactory for this purpose. Protection Measures: A layer of sand, approximately 2 inches thick, may be placed over the membrane to protect it from damage, to act as an aid, in curing of the concrete slab, and also to help prevent cement paste bleeding down into the underlying capillary break. E. Site Drainage Footing Excavation Drain: In event that groundwater seeps into footing excavations, it should be possible to remove it by gently sloping the base of excavation to one or more shallow sump pits and pumping the water from there to a positive permanent discharge system. Footing Drains: A typical detail is presented on Figure 2. Discharge in tightline to positive, permanent drain system. Under no circumstances should connected roof drains be discharged to the perimeter footing drains. Applied Geeteohnolegy Inc. F. Utility Lines All utility line excavations, particularly beneath paved or floor slab areas, should be backfilled with compaCted Select Fill to the specified degree of compaction, or better. Figure 3 provides a schematic represents- tion of our recommended design. G. .Pavements The :design ,pavementsections should consist of a layer ..of Asphalt .Treated Base (ATB) material placed on the compacted subgrade and overlain by Asphalt Concrete Pavement (ACP). The design pavement section should con-. sist of one of the following: Parking and Lightly Travelled Areas: Upper 12 inches of subgrade compacted to not less than 95 Percent Com- paction (see Section V.B.1) Minimum Base Layer Thickness: 3 inches of ATE ,r. Minimum Surfacing Thickness: Heavy Traffic Areas: 2 inches of Class B ACP ..•" ,' • • Upper 12 inches of subgrade scarified and recompacted to not less than 95 Percent Compaction (See Section Y.B.1) Minimum Base Layer Thickness: 3 inches of ATB 3 inches of Class 13 ACP Minimum Surfacing: r SCHEMATIC ONLY —NOT TO SCALE NOT A CONSTRUCTION DRAWING woes to •rain 6-inch minimum 16 -inch rein mum 4 -inch minimum dameter LEGEND Surface Seal; native soil or other low permeability material. Gravel BackfIII for Walls; WDOT Standard Specifications, Section 9 -03. 12(2), or Fine Aggregate for Portland Cement Concrete; Section 9 -03. 1(2) Drain Pipe; Perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight pointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie bu!Iding downspout drains Into footing lines. Applied Geotechnotogy Inc. Geotechnical Engineering Geology t I$ydrogeology TYPICAL FOOTING SUBDRAIN State Farm Insurance Service Center Tukwila, Washington FIGURE 2 JUb NWbLK 15.2 71.001 Loomot NB Avviwm a W+i III VIM U GNI 29 September 87 -13- Backlit! Bedding Non - Roadway Floor Slab of 1.— Areas 0+N Roadway Areas LEGEND varies : 2 feel varies varies • ,i:� S:o �..A:4?b6 ; its;*' y1�Qss�`Y,a 4iS �.a;o:.�;•C .•wP•_:n• NJ�r ;�C��!'cYJ�:�itrw�0��.+AiILS!': C '1 Asphalt /Concrete Pavement /Concrete Floor Slab Base Material /Slab Base Rock Backfill; compacted on -site soil or imported select 1111 material. Bedding material; material type depends on type of pipe and laying conditions. Bedding should conform to the manufacturers recommendations for the type of pipe selected. Minimum percentage of maximum laboratory dry density as determined by ASTM Test Method D 1557 -70 (Modified Proctor). i; Applied Geotechnotogy Inc. Geotechnical Engineering Geology d Hydrogeology TYPICAL UTILITY TRENCH FILL State Farm Insurance Service Center Tukwila, Washington MIGU11E 3 KN. NUMIII M 15,271.001 11N*WN Ns AVV_ p/fy1 U UAI I At ViSI 11 pAl l 29 September 87 . -14- V. CONSTRUCTION RECOMMENDATIONS A. General 1. Description Applied Gootochnology Inc. This section presents our detailed recommendations for geotechnical aspects of construction. Specifically, we cover earthwork, drainage and pavements. Our design criteria are based on these construction recommendations; therefore, these recommendations should be incorporated in the project specifications in their entirety. 2. Standard Specifications Where possible, we refer to the 1984 Edition of the State of Washington Standard Specifications for Road, Bridge, and Municipal Construction. 3. Geotechnical Engineer We recommend that we be retained as the Geotechnical Engineer during con- struction to observe and test the geotechnical aspects of the Contractor's work. This will allow us to compare the actual conditions encountered with those anticipated by this investigation, and to modify our recommendations, if necessary. We would visit the site as needed to check that the Contrac- tor's work conforms with the geotechnical aspects of the plans and specifi- cations. Our daily field reports and final report form an important record of construction. However, observation and testing by the Geotechnical Engineer should not in any way release the Contractor from the responsi- bility of performing his work in such a manner as to provide a satisfactory job that meets requirements of the Project Plans and Specifications, or from meeting his contractual obligations to the owner. 4. Geotechnical Report This report has been prepared for design purposes for The Castillo Company and their design consultants for this project only. The entire report should be provided to Contractors for their bidding or estimating but not as a warranty of the subsurface conditions. We can not be responsible for the interpretation by others of the information contained in this report. 5. Construction Site Safety The scope of our services did not include construction safety practices and this report is not intended to direct construction means, methods, tech- niques, sequences or procedures, except as specifically described, and then only for consideration in design, not for construction guidance. The Con- tractor should be made responsible for construction site safety and compli- ance with local, state, and federal requirements. -15- Applied Geotechnelegy Inc. B. Earthwork 1. General Earthwork consists of clearing and stripping, excavation. fill placement and compaction, utility trench backfilling, structural excavating and backfilling, and all subsidiary work necessary to complete the grading of developed areas to conform with the lines, grades, and slopes shown on plans. Terms used in this section are defined as follows: Percent Compaction: The required in -place dry density of the material, expressed as a percentage of the maximum dry density of the same material as determined by ASTM Test Method D1557 -78 (Modified Proctor). Optimum Moisture Content: The moisture content (percent by dry weight) corresponding to the maximum dry density of the same material as deter- mined by ASTM Test Method D1557 -78. On -site Fill: The soil obtained at the project site during excavation (following clearing and stripping) free of organic matter, and rocks or lumps greater than six inches in maximum dimension. Select Fill: Imported soil consisting of clean, free - draining sand and gravel containing less than three percent fine material (passing No. 200 sieve). Moisture Sensitive Soil: On -site soil containing more than three per- cent silt or clay (passing No. 200 sieve). Foundation Bearing: The soil on which conventional spread footings are cast. 2. Quality Control The Contractor should be made responsible for quality control of the. earthwork. As the Geotechnical Engineer provided by the owner, we will observe and test the Contractors work for conformance with the geotechnical aspects of the plans and specifications. The Contractor should be required to provide us with every reasonable facility for checking the work. We will prepare a daily record of our observations and tests which will be made available to the Contractor and to the owner. The Contractor should submit samples of each of the required earthwork materials to the Geotechnical Engineer for evaluation and approval prior to use. The samples should be submitted at least four days prior to using the materials and sufficiently in advance of the work to allow the Contractor to identify alternate sources if the material proves to be unsatisfactory. -16- Applied Gootochnoloey Inc. 3. Clearing and Stripping The building area of the site should initially be cleared and stripped of all existing vegetation, utilities, and debris. These materials should not be reused as Select Fill, they should'be removed from the site and dis- posed. We estimate the average stripping depth to be about 6 inches. 4. General Excavation and Recompaction General excavation and recompaction consists of removing unsuitable on-site soils and preparing the soil to meet design grades. Most of the on -site soils are Moisture Sensitive Soils and if earthwork operations are per- formed during wet weather, these soils will likely deteriorate rapidly and will probably create difficulties in the excavation process. The Founda- tion Bearing soil may also become disturbed, requiring repair. After clearing and stripping are completed, the exposed soils should be scarified to a depth of at least twelve inches, moisture conditioned if necessary, and then compacted to at least 95 Percent Compaction with a heavy sheepsfoot roller. Additional excavation may be required to remove soft or weak materials that are exposed during the recompaction operation or subsequent proofrolling. Any soft soils encountered during the compac- tion operation should be recompacted, or excavated and replaced with Select Fill compacted to 95 Percent Compaction or crushed rock. All final surfaces exposed by the complete excavation and recompaction . shall be finished true to line and grade and present a smooth, firm surface. After a rainfall, construction equipment should be prevented from traveling on the exposed site subgrade until the soils have been allowed to dry sufficiently. Otherwise, traffic activity on the wetted subgrade will degrade the exposed materials and result in additional excavation of the disturbed materials. Such additional overexcavation should be performed,at the Contractor's cost. 5. Fill and Backfill Placement and Compaction This section covers the placement and compaction of earth materials to achieve the planned grades. Fill or backfill materials should consist of Select Fill. Fill material should be placed in layers eight inches or less in loose thickness, moisture conditioned if necessary, and compacted to 95 Percent Compaction. If field density tests indicate the required percent- age of compaction has not been obtained, the fill material shall be recon- ditioned as necessary and recompacted to the required Percent. Compaction before placing any additional material. -17- Applied Geotechnelegy Inc. 6. Utility Trench Backfilling and Compaction This section covers backfilling of all utility trenches. The Contractor should be responsible for the safety of his men working in utility trenches. We recommend that all utility trenches, but particularly those greater than four feet in depth, be supported in accordance with state and federal safety regulations. All utility trench backfill material should consist of either On -site Fill or Select Fill. If backfilling is performed during wet weather, it may not be possible to achieve adequate compaction with On -site Fill unless it is sufficiently well drained. Utility trench backfill should be placed and compacted as described in the preceding paragraph of this report. Within building areas and the upper two feet below subgrade in slab -on -grade areas, utility trench backfill should consist of Select Fill and should be compacted to at least 95 Per -„ cent Compaction. Below two feet and in other areas, On -Site or Select Fill should be compacted to at least 90 Percent Compaction. Particular care should be taken to make sure bedding or fill material is properly compacted in place to provide adequate support to the pipe. Jetting or flooding is not a substitute for mechanical compaction, and should not be allowed. C. Drainage i. General This section covers the placement of 'aggregate drainage materials and drain:. lines in the areas and to the lines and grades. shown on the plans. The materials which should be used are as follows: Capillary Break: A minimum of 4 inches of free- draining sand and gravel containing less than 3 percent fines (materials passing #200 . mesh sieve) based on fraction passing the No. 4 mesh sieve. Free- draining Granular Material: Clean, free - draining gravel or crushed rock meeting the requirements of Section 9 -03.12 (2) Gravel Backfill for Walls in the Standard Specifications. . Drain Piss smooth - walled, rigid PVC or other rigid pipe conforming to the minimum sizes and dimensions shown on the plans. Corrugated plas- tic pipe should not be used because it has a tendency to crush and . become blocked, and is often laid without a gradient. Vapor Barrier: An impermeable membrane of reinforced plastic or equivalent material. -18 Applied Oeotechneleey Inc. 2. Concrete Slab -on -Grade Drainage After all structural and utility trench backfills are satisfactorily com- pacted and subgrade preparation is completed, the Capillary Break should be placed in a manner to prevent segregation, and should be compacted with appropriate vibratory equipment to provide a tight particle interlock. The Contractor should exercise care during installation of the Vapor Barri- er to provide at least 12 inches of overlap between individual sheets. Care should also be exercised during construction to prevent membrane punc- turing or tearing. If such punctures or tears occur, the Contractor should cover the affected area with an additional section of Vapor Barrier. 3.: Pavement Subcrade Drainage The Contractor should be responsible for maintaining the pavement area subgrade prior to placing the Asphalt Treated Base material such that sur- face water does not stand or the subgrade become degraded. D . Pavement 1. General This section covers the placement and compaction of; aggregate and asphaltic materials in the parking and traffic areas `of the site to the lines :and grades shown on the plans. The materials which should be used for thiipurpose are as follows: Pavinc Asphalt: AR40000W grade asphalt meeting the requirements of Section 9- 02.1(4) Paving Asphalt in the Standard Specifications. Asphalt Treated Base: A compacted course of base material which has been weatherproofed and stabilized by treatment with an asphalt binder. It shall meet the requirements of Section 9 -03.6 Aggregates for Asphalt. Treated Base of the Standard Specifications. Asphalt Concrete Pavement: One or more courses of plant mixed asphalt . concrete composed of asphalt and aggregate, with or without mineral filler, mixed in proportions to provide a homogeneous, stable and work- able mixture. It shall meet the requirements of Section 9 -03.8 Aggre- gates. for Asphalt Concrete, for Class 8 materials, in the Standard Specifications. Applied Geotechnology Inc. Subgrade Preparation After satisfactory installation. and compaction of-utility-trench backfills in areas to be, protected, subgrade soils;shall be ,moisture Conditioned:-and compacted, as' described in Section .V.B 6, of this-report-to provide a firrr. smooth.' unyielding surface. After compaction, the subgrade shall be 'kept moist-to 'prevent it from drying out and cracking before placement of the Asphalt Treated Base materials. 3.`'Placement and Compaction of Asphalt. Treated Base (ATB) Material After satisfactory compaction of the ;pavement subgrade•`to the lines and grades shownon the'plans'and described in the specifications, the Contrac- tor should be responsible for treating the subgrade in.preparation'for ATB placement. The contractor should be responsible for placing and compacting the ATB in such a manner as to provide a thoroughly compacted, homogeneous base on which to construct_ an asphalt pavement. . Subgrade preparation and placement and compaction of ATB should be'performed in accordance with'the requirements of Section 4 -06, Asphalt Treated Base of the Standard Specifi- cations. 4. Placement and Compaction of Asphalt Concrete Pavement (ACP) Material The Contractor should be responsible for the preparation of the'exposed ATB base layer surfacs,'the placement oand,,the compaction of. an ACP course; or courses, to the linos and grades shown on the plans and described in the specifications. ACP placement and compaction should meet the requirements of Section 5 -04, Asphalt Concrete -Pavement of the Standard Specifications.. Applied G•ot•chnolooy Inc, APPENDIX A Field Exploration Applied G.olochnology Inc. We explored the site subsurface conditions on September 23, 1987, by exca- vating eleven test pits to a maximum depth of 16 -1/2 feet below the exist - ing, site grades at the approximate locations indicated on the Site Plan: The test pits were excavated using a Case 580C Extendahoe. ! UNIFIED SOIL CLASSIFICATION SYSTEM 0 Z W MAJOR DIVISIONS TYPICAL NAMES ,. _ y •• 0 i (/C z 0 _ Z W Q s Q I 0 r IY "- co 5 EIC 0 E (, w i GRAVELS YOPE T .AN HA; COARSE FRACTION It :ARGER THAN NO -:•EVE SIZE ..Loh „i.A,L. •• t LE .�r, %. ;INF GW ■ 'S:1 ,•.i . GA -.r- c,RA /F. ¶- ..••A.r • ,A,. GP ` i. :r• .....c. • __. uaa.. f... ....,,Ail. .• .. • • tic! :- GRAVELS WI' 0 :EA rY FINE: GM 11)! 3-A, Li. t'.. .:,4. i,• ;t•oc: !int.,•_- ...A..: .. 1.61,1,4u, GC M SAN E■ u AY mixTJRES :t !, ACE. •�� .E: SANDS MORE THAN HALF CORPSE E FRACTION IS LARGER THAN NO. 4 SIEVE SIZE CLEAN SANDS K +T•• LITTLE OR NO FINES SW • • • • • WE.:. GP. 'E: SANDS G>:AvE.LY SANris SP • • • •• POCn.`• GRADED SANDS GRAVE_;" SANG° SANDS WITH OVER 12% FINES SM iiii SILTY SANDS. POORLY GRADED SANC •SILT MI %TURFS SC CLAYEY SANDS. POORLY GRADED SAND • CLAY �/ MIXTURES FINE GRAINED SOILS YORE THAN MALE IS SMALLER THAN NO 200 SIEVE SILTS AND CLAYS LIQUID LIMIT LESS TMAN 50 ML 1111 INORGANIC SILTS AND VERY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY CL • INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY. GRAVELLY CLAYS SANDY CLAYS SILTY CLAYS. LEAN CLAYS of MIR CLAYS OF LOW PLATT C TYD ORGANIC SILTY CLAYS SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 MN'I CH INORGANIC SILTS, MICACEOUS OR DIATOMACIOUS FINE SANDY OR SILTY SOILS. ELASTIC SILTS 1. INORGANIC CLAYS OF HIGH PLASTICITY FAT CLAYS OH I ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY. ORGANIC SILTS It M PEAT AND OTHER HIGHLY ORGANIC SOILS SAMPLE ▪ "Undisturbed" Bulk Not Recovered GRAPHIC LOG Well Defined Change Gradational Change Obscure Change End of Exploration BLOWS /FOOT Hammer is 140 pounds with 30 inch drop. unless otherwise noted S - SPT Sampler (2.0 Inch O.D.) T • Thin Wall Sampler (2.8 Inch Sample) H - Split Barrel Sampler (2.4 Inch Sample) MOISTURE DESCRIPTION Dry - Considerably less than optimum for compaction Moist Near optimum moisture content Wet • Over optimum moisture content Saturated - Below water table, in capillary zone, or in perched groundwater LABORATORY TESTS Consol LL PL Gs SA Tx DS VS Comp - Consolidation - Liquid Limit • Plastic Limit • Specific Gravity ▪ Size Analysis • Triaxial Shear • Direct Shear • Vane Shear • Compaction UU • Unconsolidated • Undrained CU • Consolidated • Undralned CD • Consolidated • Drained JOB NUMBER 15,271.001 Applied Geotechnoloyy Inc. Geotecnnical Engineering 3uuiogy 8 Hyciogeotogy DRAWN 148 SOIL CLASSIFICATION /LEGEND State Farm Insurance Service Center Tukwila, Washington APPROVED -23- DATE 29 September 87 PLATE REVISED DATE Laboratory Tests . c, c N C N �`c m mu On ▪ Equipment E c• R a Elevation 0 Case 5800 Extendah :.c: ,: r t Date 9/23/87 Applied Oe teehnelegy lee. Geotechrncal Enaneenng Geology & Hydrogeology 15 20— GRAY-BROWN SILT (ML) very stiff tc. hard, mni st : with trace crass root,- (Fill' Becomes gray, moist. with trace gravel, sand and organics (Fill) Becomes most to wet. Becomes wet with sand seams, dark brown silt seams and decayed grass (swamp odor). DARK BROWN SILT (ML) stiff to very stiff, wet; with glass fragments (Fil 1) DARK GRAY SANDY SILT (ML) stiff to very stiff, wet Test pit terminated at depth of 16.5 feet on 9/23/87. No seepage noted. Log of Test Pit 1 State Farm Insurance Service Center Tukwila, Washington PLATE JOB NUMBER DRAWN 15,271.001 N8 APPROVED DATE 29 September 87 AEvISED DATE -24- Laboratory Tests G e ` ^▪ 2 V▪ : c sc c o c. a- c` co n oG 0 10 15 Equipment Case 580C Extendanoe cn Elevation t Q Date 9'23,'S7 20— LIGHT GRAY SILT (t1L) very stiff tc hard, rnist; with some grass roots (File. BROWN SILT (ML) stiff, moist with •r':c• wood, pvc pipe, metal and glass debris (rill) GRAY SILT (ML) stiff, moist; with some hard silt chunks and trace gravel (Fill) BROWN SILT (ML) stiff, wet; with some clay and fine sand Test pit terminated at depth of 15 feet on 9/23/87. No seepage noted. iiiip). Applied Oeefeehnolegy Inc. Geotechnical Engineering Geology & Hydrogeology Log of Toot Plt 2 State Farm Insurance Service Center Tukwila, Washington PISTE JOB NUMBER 15,271.001 DRAWN. NS gVF.D ogre 29 September 57 AEVISED DATE -25- Laboratory Test. t. V in N C V c c•c i''` m MC Cc 20 26 84 23 0: 5— 10 Equipment Case 58OC Extendahne Elevation 7. 'vt.t Date 9/23/P7 r-- 20— GRAY TO LIGHT BROWN SILT (ML) hard. moist: with trace gravel and organics (Fill; GRAY -BROWN SANDY SILT (ML! stiff. moist; with trace crave' (Fill) GRAY SILT (ML) stiff, wet; with some clay and fragments of hard silt, trace wood (Fill) DARK GRAY SILT (ML) stiff, wet; with some clay.and fragments of hard silt, trace wood (Fill) DROWN:SILT (ML) stiff, wet; with some clay and fine sand Test pit terminated at depth of 15 feet on 9/23/87. No seepage noted. iiii;1 Applied OeeMehnole y Ins. Geolechnical Engineering Geology 6 Hydrogeology Log of Toot Pit 3 State Farm Insurance Service Center Tukwila, Washington PLATE J09 NUMBER 15.271.001 DRAWN NB APPAGVED DATE VIP 29 September 87 FWVIUO DATE -26- Laboratory Tests c E • > L Equipment ase 580C Exrendahne c, u, c E o r i^ c " c /23/F m U o c c cn Elevation Date 29 94 0 10— 15 20- LIGHT BROWN -GRAY SILT (11L) very stiff to hard, moist: with trace grass roots (Fill) GRAY SILT (!1L) very stiff to ha rc , moist; with a trace of gravel ono. wood fragments, fragmented,blocky apoearance (Fili) BROWN SILT (ML) stiff, moist to wet; some fine sand Becomes wet, with some clay, trace organics. BROWN FINE SAND (SP) medium dense, moist Test pit terminated at depth of 16 feet on 9/23/87. No seepage noted. Applied OMMohneleop Inc. Geotechnical Engineering Geology & Hydrogeology Lam Wrest Pit 4 State Farm Insurance Service Center Tukwila, Washington PLATE JOB NUMBER DRAWN 15,271.001 NB APMOVEU • DATE REVISED DATE 29 September 87 -27- Laboratory Tests c f� C U C 41 6 10 15 Equipment Elevation Case 580C Extendahne ;',.7 reef Date 20— •1 • GRAY TO LIGHT BROWN SILT (MLi ver% s t i f f to hard, mr1 i ' t : w i t h trace cras, root- (Fi l 1 ) GRAY SILT (ML) very stiff to hard, moist: with a trace rounded gravel, occasional wood chunks, fragmented appearance (Fill) Becomes mottled 'gray- brown, moist to wet at 4 feet With angular gray silt chunks and trace wood BROWN SILT (ML) stiff, wet; with some clay and fine sand BROWN SILTY FINE SAND (SM) medium dense, moist Test pit terminated at depth of 15 feet on 9/23/87. No seepage noted. Applied Oeet echne logy Ina. Geotechnical Engeneenng Geology & Hydrogeology Log of UM Pit 5 State Farm Insurance Service Center Tukwila, Washington PLATE JOE NUMBER DRAWN 15,271.001 NO APPR DATA 29 September 117 REasED DATE -28- ; Laboratory Tests c L. �' c • z • Equipment Case 580C Extendahoe o. c.0 i''c p c▪ i; Elevation. 3C.0 *eel m U CC Date 9/23/87 iiiiii Applied Cieeteeknelegy Inc. Geotechnical Enoneenng Geology & Mydrogealogy JOB NUMBER 15,271.001 0 10— 15— 20- Log of Tut Pit 6 State Farm Insurance Service Center Tukwila, ' Washington LIGHT BROWN TO GRAY SILT ((ML! stiff. moist; with trace roots (Fill; GRAY SILT (ML) very stiff to hard, moist: with fragments of hard. laminated. clayey silt and occasional wood chunks (Fill) Becomes stiff to very stiff. BROWN SANDY. SILT (ML) stiff, wet; slightly micaceous Clay content increases. Grades to brown and gray. Test pit terminated at depth of 13: feet on 9/22/87. No seepage noted. APPROVED IAA -29- DotE 29 September 97 REv+SED DATE Laboratory Tests G c y . C ter. N O O E e. C 28 0 OEM 5 10— 15 20— Equipment Cocsr 580c Extendahoe Elevation ' rr Date 9/23/87 N R GRAY TO LIGHT BROWN SILT (IL) very, stiff, moist; With trace- grass roots IFii11 GRAY SILT (ML) very stiff to hard. moist; fragmented appearance (Fill) Becomes stiff to very stiff with some clay. BLUE -GRAY CLAYEY SILT (ML) stiff, wet BROWN SANDY SILT (ML) stiff, moist Becomes mottled gray, hard, wet, clayey and less sandy. Becomes less clayey, with some fine sand. Test pit terminated at depth of 16.5 feet on 9/23/87. No seepage noted. iiiii) Applied Oeotechnolosy Ino. Geotechn,cal Engineering Geology 6 Hydrogeology Log of Tint Pit 7 State Farm Insurance Service Center Tukwila, Washington PLATE JO6 NUMBER 15,271.001 DRAWN NS DATE REviSED . DATE 29 September 57 -30- Laboratory Tests 9 • T cn c. 29 81 = c' E G• •,•. CI to Elevation Equipment 0 10— 15— 20— Case 580C Extendahoe ..n r °' Date 9/23/87 GRAY -BROWN MOTTLED SILT (ML) very stiff to hard. moist; with tract: crass roots. Tess mottled below: 1 foot. w i t h trace wooc fragments. gravel and .and (Fill) BROWN SANDY SILT (ML) very stiff, wet; micaceous Becomes clayey. Test pit terminated at depth of 15.5 feet on 9/23/87. No seepage noted. iiiii) Applied G..teehn&.gy Inc. Geotechnical Engineering Geology & Hydrogedogy Log of Tat Pit 8 State Farm Insurance Service Center Tukwila, Washington PLATE JOB NUMBER 15,271.001 DRAWN - APPROVE 0 DATE REv18ED . DATE NS OA/ 29 September 97 -31- Laboratory Tests E Z. c' Equipment C V. C.. C 0 C GCl C ct C• C [7:1 Vl C. on 6 28 41 o� _8 10— •• 0• 15- • awl 20— Case 580C Extendahov Elevation • r Tel Date c ' 7 < ' LIGHT BROWN -GRAY (ML) very s t i f f to hard. moist: with tracea_rass roots (FiIli DARK GP.AY SILT (ML) very stiff to hare. moist to wet; with trace organics and gravel, fragmented appearance Becomes wet with gray, hard siltFill) fragments DARK GRAY SILT (ML) stiff, wet; with some clay BROWN SILT (ML) stiff, wet; with trace clay and fine micaceous sand Becomes wet to saturated with some clay. BROWN FINE SAND (SP) medium dense, . dry to moist; with some silt Test pit terminated at depth of 15.5 feet on 9/23/87. No seepage noted. Iiii;) Applied O:ehnelegy lee. Geotechrncal Engineering Geology & Hydogeology Log of Test Pit 9 State Farm Insurance Service Center Tukwila, Washington • 7LATE 10 Joe N.MBER ORAWN APPROVED DATE REVISED DATE 15,271.001 Na 29 September e7 -32- Laboratory Tests C c c.;::: •: =v .5-1 ' c ..0o ?� a `U c:ac 0. 27 5- 10 15- 20- Equipment Cos.e 58OC E>.tendah e Elevation `'` ` Date q'21/87 LIGHT BROWN -GRAY SILT (ML) very stiff, moist: with some grass rocs (Fill. GRAY SILT (ML) very stiff tc hard. moist: with hard Iaminatec silt inclusions (Fill) DARK GRAY SILT (ML) very stiff, wet; with some black organic specks and sand, trace angular, fine gravel fragments BROWN SILT (ML) stiff, wet; with some clay Test pit terminated at depth of 15 feet on 9/23/87. No seepage noted. iiiiio Applied O»NahweI•y Inc. •Geotechnical Engineering . Geology 6 Hydrogeology • Loy of Teat Pit 10 State Farm Insurance. Service Center Tukwila, Washington PLATE JOB NUMBER 15,271.001 ORAWN NB AVpROVEU -33- DATE TI VISED DATE 2e September 87 Laboratory Tests c a • c Equipment Cast.. ;r:3C Extcndnhr,e • N Z'4 c E =I.': c ° c u, Elevation r(. �• s 9/23/87 s L c Date 22. 0 --ter -- 10 15 • 1.2 • • M i LIGHT BROWN SILT (ML) :ti", moist: with some sand, trace nrai.. 'oc'tr and trace Travel (Fill GRAY SANDY SILT (ML) very stiff, hoist • to wet: with some clay (Fill) GRAY FINE SILTY SAND (SM) medium dense, moist (Fill) GRAY SILT (ML) stiff, wet; with some sand, fragmented, blocky appearance (Fill) BROWN MOTTLED SANDY SILT (ML) stiff, wet; with some clay BROWN FINE SILTY SAND (SM) medium dense, moist Test pit terminated at depth of 15.5 feet on 9/23/87. No seepage noted. Applied OeeteehneleHy hie. Geoiecnrncai Engineering Geology & Hydrogeology Log of Tsst Plt 11 State Farm Insurance Service Center Tukwila, Washington PLATE JOb NUMBER 15,271.001 DRAWN N8 APPRQVEU uoi 25 September 87 REVISED DATE -34- . General We performed laboratory tests on several representative soil samples to better determine the soil classification of the units encountered and to evaluate the material's general physical properties and engineering characteristics. A brief description of the tests performed for this study is provided below. APPENDIX B Laboratory Testing Applied deolecinology Inc. In general accordance with our General Conditions, the soil samples for this project will be discarded after a period of 30 days following comple- tion of this report unless we are otherwise directed in writing. B. Soil Classification All soil samples are visually examined in the field by our representative at the time they are obtained. They are subsequently packaged and returned to our laboratory where they are reexamined and the original description is checked and verified or modified. With the help of information obtained from the other classification tests, described below, the samples are described in general accordance with the Unified Classification System, ASTM Test Method D2487 -83. C. Moisture/Density Moisture content and dry density tests were performed on several samples obtained from the boring. The purpose of these tests is to approximately: ascertain the in -place moisture content and the associated dry unit weight of the soil sample tested. The moisture content is determined in accor- dance with the ASTM Test Method D2215 -80 and the dry unit weight is comput- ed based on this result and the sample container volume. D. Particle Size Analysis Particle size analyses to determine the percent of material passing the No. 200 sieve (silts and clays) were performed on two soil samples - in.accor -. dance with ASTM Test Method D1140 -78. PROJECT: LOCATION: DATE: 7 The Castillo Company, Inc. REQUIREMENTS FOR PAVING I STATE FARM INSURANCE SERVICE CENTER South Seattle, WA (SEA) East side of Southcenter Boulevard approximately 100 feet north of its intersection with Interurban Avenue, in Tukwila, Washington August 21, 1987 . BACKGROUND INFORMATION: Thesoils engineer preparing the subsurface investigation is also required to submits pav- ing specification recommendation. Recommendations should be based on the following design and maintenance criteria: 1. Paving design life Is 15 years. 2. Expected truck traffic Is one 45,000 pound tandem axle truck per day. 3. Maintenance to include sealcoat In the second year and every 4 to 6 years after as needed together with routine grouting of cracks and sealing them with modified asphalt. An overlay will be used to extend the life of the paving section past its 15 year life expectancy. This should not be required until after the tenth year. EVALUATION AND RECOMMENDATIONS: 1. After making field evaluation, assign subgrade to one of the following categories. (Check one) Good to excellent subgrade soles. Good subgrade soils retain a substantial amount of their load - supporting capacity when wit. Included are clean sands and sand - gravels and soils free of detrimental amounts of plastic materials. - Excellent subgrade soils are unaffected by moisture or frost. They Include clean and sharp sands and gravels, particularly those that are well graded. California Bearing Ratio: 10 +, R Value: 62 +. - .-4, i..� Medium subgrade soils, which retain a moderate degree of tininess under adverse moisture conditions. Included are such soils as foams, ea/sands, and sand - gravels containing moderate amounts of clay and fin. si?h `'s'• 1 California Bearing Ratio: 5.9, R Value: 50.81. 1 ' _ Poor subgrade soils, which become quite soft and plastic when wet. Included _ are those soils having appreciable amounts of clay and fine silt. The coarser silts and sandy foams also may exhibit poor bearing properties In areas where Compaction to % . (Give test required). .- Scarify existing base to depth of", aerate, and recompact to 614- 96 density A s-r� I s- 7 -7f, . Remove upper portion and replace with select material. 1 012 SEE REVERSE SIDE N► 3. Which of the following construction methods are common In your area and which In your opinion will support the loads normally Imposed upon parking lots and driveways? Combination asphalt concrete and granular base course Full depth asphalt concrete Other(Specify) 5se RdPQ 4. What is the most common base course material used? Crushed stone Crushed gravel Other (Specify) Uncrushed gravel (Rough texture angular shaped) S. Is an intrusion barrier (2" sand or stone screening) needed? Yes ,)_ No e. What mix design Is commonly used In your area? 5ets "K;m kr 7... Are parking lot underdralns acceptable? PAVING SPECIFICATIONS Please specify the construction method most commonly used in your area, which in your opinion, will support the loads normally imposed on parking lots and driveways. Break this specification down Into base course material and wearing surfaces, both in quality, dimen- sion and design mix. SEAL Please Include • completed copy of this form In t • soil Investigation report. 2 4312 3 Copies 1 Copy 2 Copies Applied Oeelechneie8y Inc. DISTRIBUTION The Castillo Co., Inc. 2045 E. University Drive Post Office Box 21087 Phoenix, Arizona 85034 State Farm. Insurance Companies One State Farm Plaza, SC -3 Bloomington, Illinois 81710 Attentions Mr. Richard Rash Assistant Director Corporate Properties State Farm Insurance Companies One State Farm Plaza, SB -1W Bloomington, Illinois 81710 Attention: Mr. Tom Novosad Design Superintendent Building Design & Construction Technical and Quality Assurance Review by E. Newby, Pre SJP /VPL /pjs. A report prepared for The Castillo Company, Inc. 2045 E. University Drive Post Office Box 21087 Phoenix, Arizona 85034 SUPPLEMENTAL GEOTECISIICAL ENGINEERING STUD: PROPOSED STATE FARM INSURANCE SERVICE CEN'ri TUKWILA, WASHINGTON AGI Project No. 15,271.001 by 3, ttia Susan J. Penoyar Project Enpinpurt"•■ Applied 0eotechnotogy Inc. Vincent scko, .E. Senior E gineer APPLIED'GEOTECHNOLOGY INC. • 300 120th Avenue N.E., Building 4, Suite 215 Post Office Box 3885 Bellevue, Washington 98009 206/453 -8383 and 2501 East "D" Street, Suite 215 Tacoma, Washington 98421 206/383 -4380 May 20, 1988 TABLE OF CONTENTS INTRODUCTION . . . . . . . . . . . A. General . . . . . . . B. Purpose and Scope of Services . II. SITE CONDITIONS A. Subsurface B. Groundwater Applied Ooobchnology Inc. III. DISCUSSION AND CONCLUSIONS . . . . . . . . . . A. General B. Pile Foundations . . . . . . . .. . • . . • • • C. Wall Footings D. Slab -on -Grade Floor . . . . . .. . . . . . . . . 7 E. Limitations and Additional Services . . . • . •. • . • 7 IV. DESIGN RECOMMENDATIONS . . . . . . . ..• . : . . . . . A. General . . . . . . . . . . . . 8. Pile Foundations . . . . . . . . V. CONSTRUCTION RECOMMENDATIONS A. Pile Foundations . . APPENDICES . . . . . . ... Appendix At Field Exploration. . • • Appendix Bs Laboratory Testing DISTRIBUTION . . . . . . 18 . . . . . . . . . . 19 ' 25 . . . . • • ... . 30 AppIl.d O.ot.chnolosy Inc. LIST OF ILLUSTRATIONS Figure 1 Site Plan . . . . ... . ... • • • Figure 2 Pile Capacity Chart .. : : . • 11 Plate., i Soil Classification/Legend :. . • • • • ; 20 Plates 2 thru 5 Logs of Borings . . . . • • Plate 8 Particle Size Analysis .. `. • ,. . 27 Plates 7 and 8 Direct Shear Test Reports . . . . . . . . . . . . • . 28 • I. INTRODUCTION A. General Applied Geoteehnology Inc. This report presents the results of our supplemental geotechnical engineer- ing study for the proposed State Farm Insurance Service Center in Tukwila, Washington. Foundation design recommendations provided herein supplement those presented in our October 9, 1987, report prepared for the project. This additional study has been required by significant changes in the pro- posed facility design, as described below. The original service center design, used in planning and performing our earlier study, included a single -story structure built approximately at - existing site grades. Sustained column and wall loads were relatively light. The recommended foundation support alternative consisted of isolat- ed and continuous shallow spread footings sized with relatively light allowable bearing pressures. The proposed new design entails a much heavier two - story, steel- framed structure with brick and glass curtain walls. Maximum anticipated column loads will be approximately 200 kips, over three times higher than those required for the original design scheme. Based on these new loading conditions and our understanding of subsurface conditions from the previous study, we recommended additional subsurface exploration and analysis be performed to provide a basis for reevaluating foundation support requirements. We submitted a scope of services and associated cost estimate to perform the additional work March 11, 1988, and received written authorization to proceed March 22. B. Purpose and Scope of Services The purpose of our services was to explore subsurface conditions and provide geotechnical recommendations for foundation support of the modified structure. Specifically, we performed the following tasks: o Explored subsurface conditions with two drilled borings and combined the results with the information obtained from the previous study to characterize subsurface conditions. o Performed laboratory analyses on selected soil samples to provide parameters for our engineering analyses. o Performed engineering analyses to evaluate various alternatives for foundation support of the proposed structure. The results of our supplemental study are presented herein. Supporting information is presented in the appendices. II. SITE CONDITIONS A. Subsurface Applied Geotechnelogy Inc. We previously explored subsurface conditions to depths of up to 18.5 feet below land surface with backhoe test pits. Two drilled borings extending to 50 feet were performed for the supplemental study. Both were drilled within the proposed building area, as indicated on Figure 1, Site Plan. Edited and drafted boring logs, along with a key to our soil classification system, are presented in the Appendix on Plates i through 5. The following description of subsurface conditions is based on the combined information generated from both exploration phases. Fill was encountered in all explorations and appears to cover the entire site. The fill material consists primarily of soft to very stiff, moist, gray to brown silt to sandy silt. This Silt Fill extends from land surface to depths ranging from 5 to 15 feet. The Silt Fill ranges from about 7 to 10 feet thick in the area of the proposed service center building. Native alluvial soils underlie the. Silt Fill within the building area. As expected in an alluvial setting, these materials are complexly interbedded, containing discontinuous lenses of sand and silt. The alluvium generally grades coarser with depth. Most explorations encountered brown to gray, soft to stiff silt to sandy silt directly beneath the Silt Fill. This Silt extended to the depths explored in several test pits. The Silt was pene- trated in several other test pits and in Boring 1, and ranged from 3 to 7 feet thick. Silt was not encountered in Boring 2. Loose to medium dense, brown, silty fine sand to sand with some silt was encountered in several explorations beneath either Silt Fill or Silt. This Silty Sand extended to the depths explored in several test pits, and to 26 feet below land surface in Boring 2. Silty Sand was not encountered in Boring 1. Clean, fine to medium - grained and medium dense to dense Black Sand was encountered beneath the Silt at 15 feet in Boring 1 and beneath the Silty Sand at 26 feet in Boring 2. Black Sand extended through the base depth of both borings performed for the supplemental study. As indicated by the borings, the surface level of the Black Sand may vary considerably across the site. An MSA 361 combustible gas meter calibrated for methane was used to check borings for combustible organic vapors potentially associated with an aban- doned landfill located near the site. No combustible vapors were detected. -2- ApoII.dOietechnelooy Inc. 8. Groundwater We encountered groundwater approximately 13 to 14 feet below land surface in both the recent borings. :Groundwater-occurs under semi-confined "condi- tions within the Silty Sand and ":Black Sand. Groundwater levels appear to bp slightly above the water level in the adjacent Green River. plied G•otechnology Inc. 111. DXSCUSSION AND CONCLUSIONS A. General The column loads imposed by the proposed structure are relatively high. This, combined with the relatively low available bearing capacity and moderate compressibility of the Silt Fill, would require large spread foot- ings and a structure tolerant to overall and differential settlement. Con- sequently, we conclude that spread foundation support of the service center is not appropriate, and recommend that the entire structure be supported on piles extending into the Black Sand that underlies the site. Based on the loading requirements and subsurface conditions, we recommend either driven timber or concrete auger cast piles be used for this project. The following sections provide detailed design and construction recommenda- tions for pile foundation support of the proposed service center. Conclu- sions and recommendations provided in our October 9, 1987, geotechnical report for other aspects of the project, including site preparation earth- work, drainage, and pavement design, remain applicable to the modified design scheme. B. Pilo Foundations Both treated timber and bored (or auger cast) piles were evaluated for foundation support. Both pile typos are frequently used in the area for similar projects, and would be acceptable,for this site. Each type has advantages and disadvantages, and the structural engineer should indicate the preferred alternative. Timber Piles: Timber piles will support axial loads of up to approximately 40 tons. A benefit of timber piles is that pile driving will help to density the loose, Silty Sand where it occurs and improve overall founda- tion conditions. Timber piles would be driven to either a minimum, depth or to refusal within the Black Sand. The depth to the Black Sand varies across the site and there may be a significant amount of cut-off on timber piles which meet refusal before the recommended minimum depth. Auger Cast Piles: Drilled concrete piles are also suitable for this site. Concrete auger cast piles develop support primarily through side friction and require a minimum embedment into the Black Sand. Ws provide allowable axial capacities for 14-inch, 16-inch, and 16-inch diameter piles, all of which are frequently used in the Seattle area Applied Geoteehnology Inc. The Unified Building Code stipulates that auger cast concrete piles should be no longer than 30 times their diameter. The King County building department is adhering to this restriction. Consequently, our pile capaci- ty recommendations indicate cut -off depths for each pile size. The upper portion of auger cast pile are typically steel reinforced. The reinforcement provides the means for structurally connecting' the pile to the pile cap, provides resistance to bending under lateral loads, and allows the reinforced portion of the pile to be used to provide resistance to uplifting loads. The point of fixity for auger cast pile design is pro- vided herein. Verification of adequate pile embedment into the Black Sand will be diffi- cult. Evaluation of embedment is typically based on changes in drilling resistance. At the Tukwila site, however, the difference in drilling resistance between the Silt Fill, Silt, or Silty Sand, and the Black Sand will likely not be great and may be difficult to observe. Consequently, we suggest that the specifications call for "pull out" tests to check pile embedment. Pull out tests for auger cast piles involve pulling out the auger, preferably without rotation, after the auger has been advanced to the planned depth. Soil cutting on the auger can be checked to indicate approximate locations of contacts between soil types. We recommend that at least two pull out tests be performed - one each near the locations of the two supplemental borings. The data obtained from the soil borings can then be compared to drilling rate and resistance measure- ments, and the pull out test observations, to develop rules for evaluating pile embedment. Additional pull out teats should be performed at the engi- neer's discretion. Auger cast pile installation methods, even with the above- described tests, do not afford the opportunity for direct inspection of installation - indirect observations are used to verify installation adequacy. Conse- quently, some level of uncertainty regarding installation adequacy and pile capacity are inherent in the system. Therefore, we recommend that all heavily loaded columns be supported on a minimum of two (2) auger cast. piles. C. Wall Footings Exterior curtain and interior partition wall footings should be pile sup- ported, either directly through piles or through structural connections to the column pile caps. Walls should not be supported on shallow spread footings bearing in the Silt Fill. Footings completed within the Silt Fill will settle, both overall and differentially, as indicated in our previous report. These settlements would be significantly greater that those of columns founded on piles. This imbalance could cause intolerable structural distortions. NO Applied Oeotechnolooy Inc. D. Slab -on -Grade Floor We recommend that the concrete slab -on -grade floor for the service center be structurally separated from :the primary foundation system tominimize settlement and cracking problems. Mechanical joints should be provided in the slab at the edge of the pile caps. In our opinion it is not necessary: to structurally support the slab. E. Limitations and Additional Services We prepared this report for the exclusive use of The Castillo .Company and State Farm Insurance, and their other. consultants, for this project only. • The.analyses, conclusions, and recommendations in this report are basedFon' conditions :: encountered at the time of our field investigation,:design . information provided to us, and our'experience and engineering judgement.: AGI cannot .be responsible for the interpretation of the data contained :: •herein by others.: Our work has been performed in a manner consistent with .that level of cars and skill ordinarily exercised by members of the profession currently prac ticing under similar conditions in the area. No other-warranty, express or • implied, is made. Ws must presume ,the conditions encountered are representative of the entire property.—However, subsurface conditions may . vary .between, •.exploration locations and with time, and unanticipated-Conditions can and often do occur. If differing conditions are exposed ` during., construction, or the design is modified, we should be requgstcd,to reevaluate our recommenda- tions and to provide a written confirmation or:modif ication, as necessary., . W cannot be responsible for the applicability of our recommendations .if .•, not afforded this opportunity. We recommend you retain us to review final project plans and specifications to verify; :that,. the ' intent of our recommendations has been properly . inter- preted and included. We also recommend we be retained to provide construc- tion monitoring services during the geotechnical phases of construction. This will allow us to verify subsurface conditions are as anticipated, and to observe and test the Contractor's work as your.:rrepresentative.. A. General IV. DESIGN RECOMMENDATIONS Applied aeotschnology Inc. The following paragraphs present our design recommendations for the modi- fied building design. These recommendations should be applied in their entirety and in conjunction with our October 9, 1987 report, and with the Construction Recommendations provided in Section V herein. B. Pile Foundations Design recommendations are provided for both pressure- treated timber and concrete auger cast piles. The allowable capacities provided are based on soil strength and on estimated dead plus live loads imposed and are for single piles. These loads may be increased by one -third for short term seismic loading and wind loads. o Pressure treated timber piles. - Minimum Dimensions ' 12 -inch butt 8 -inch tip - Minimum Embedment into Black. 10 feet (or to refusal) Sand for Column Support - Minimum Embedment into Black ;5 feet (or to refusal) Sand for Grade Beam Support Allowable Axial Compressive Capacity As per Figure 2 - Point of Fixity 8 feet below pile cap base Allowable Lateral Capacity 1 ton a at i/4 -inch' deflection Concrete Auger Cast Piles - Minimum Dimensions - Minimum Embedment into Black Sand for Column Support - Minimum Embedment into Black Sand for Grade Beam Support 14, 18, or 18 -inch 10 feet 5 feet Concrete Auger Cast Piles (continued) Allowable Axial Downward Capacity (including downdrag; discount) Point of Fixity - Allowable Lateral Capacity Applied G.otechnology Inc. As per Figure 2 8 feet below pile cap base 2.5. 3.5, and 4.0 tons for 14, 16, and 18- inch.diame- ter piles, respectively, at i/4 -inch deflection. Axial pile capacities are based on soil strength and approximate . structural capacity of the suggested pile types. The structural engineer should verify allowable loads based on actual loading conditions. Allowable lateral capacity accounts for pile spicing and soil strength reduction due.to cyclic loading. Pile Groups - Pile group efficiency 1.0 for timber. 0.75.for auger cast - Minimum center -to- center pile spacing 3 pile diameters Pile Settlement - Estimated total of single pile - Estimated total of 3 pile group Estimated differential settlement between individual piles - Estimated differential settlement between pile groups Applied Oeot.cP nology Inc Lateral loads may be resisted by::paaaive resistanci of compacted backfill acting against pile.caps and "grade beams: Passive resistance hi's,value. does not include a 'load factor; the structural engineer should" provickv this factor. The upper 1 -foot of .soil should be negl.cted .in•design computations unless protected by pavement or con- crete'slab- on- grad•. 325 pounds per cubic foot (pcf)'' equivalent fluid density. Uplift'` Resistance Uplifting:loads may be resisted by the piles.-7 allowable uplift values for both timber and auger cast piles are providod, on Figure., 2. For auger _ cast ;piles:- used to provide uplift resistance. we rscomnend that the entire -pile length b• steel reinforced`. = 0 0. 10 0 20 0 C E 0 30 .0 40 50 Allowable Axial Compressive Pile Capacity (tons) 10 20 30 40 50 60 X Indicates maximum allowable pile length based on limit criteria of 30 times pile diameter. Notes: • Embedment depth should be calculated from base of pile cap. • Compressive axial capacities may be Increased by one -third for short term wind and seismic loads. • ASowable upllt capacity 60 percent of compressive capacity for timber piles and 75 percent for the steel reinforced portion of auger cast pees. Applied Geotechnology Inc. Geological Engineering Geology & Hydrogeology Pile Capacity Chart State Faun Insurance Service Center Tukwila, Washington FIGURE 2 JOS NuMeER 15,271.001 V'V�+ DAM REVISED DATE SJ V. CONSTRUCTION RECOMMENDATIONS A. Pile Foundations 1. General Applied Geotechnology Inc. This section covers the furnishing and installation of a driven pile foundation system, consisting of either pressure treated timber or auger cast concrete piles at the locations and to the elevations shown on the . project plans or described in the specifications. Terms used in this section are defined as follows: o Timber Pile: A pressure treated wooden pile having a minimum tip diameter of 8 inches and a taper of not less than 1 inch in 10 feet and meeting the requirements of ASTM D25 for grade, quality, size, straightness, manufacture, seasoning, and tolerances. o Strapping: High tensile steel banding wrapped at least twice around the pile butt, about 12 inches below the top of pile, and firmly connected and fixed in place. Strapping helps to prevent the pile butt from splitting and brooming during driving. o Auger Cast Concrete Piles: Should be a minimum of 14 inches in diameter. They are cast in place concrete or grout piles in- stalled by using continuous - flight, hollow -stem auger and a two- stroke grout pump. Concrete grout is pumped, under pressure, through the auger stem as the auger is slowly withdrawn at a constant and steady rate from the hole. o Concrete or Grout: Should be ordinary or rapid hardening Portland cement having a minimum compressive strength at 28 days of 4,000 psi. The use of cements other than these should comply with rele- vant standards and be to the approval of the engineer. o Grout Mix: Should be made with clean water free of acids or other impurities, should be readily pumpable, and cement content shall be not less than 0.5 of the total aggregate weight per unit volume, unless otherwise approved. o Reinforcing: For all auger cast piles should consist of a rein- forcing cage of rebar or equivalent structural steel placed in the pile hole. This reinforcing cage must be hand placed immediately after auger removal and grout placement. -12- • Applied Geotochnology Inc. o Pull-out Test: Consists of augering to the specified depth and then pulling the auger out of the hole, preferably without rOtation. The soil on the auger is examined by the Geotechnical Engineer to ascertain embedment into Black Sand. The pull-out test helps to ensure adequate and economical pile installation. 2. Contractor's Responsibility ould be furnished and installed by a Contractor experienced in similar work and qualified to install piles in accordance with the plans and specifications. Th. Contractor should be responsible for providing all necessary labor, supervision, materials, tools and equipment to locate, install and cut off piles for tho foundations in accordance with the plans and specifications. He should also be responsible for using all available data, including but not limited to, the project geotechnical report, the plans and specifications. 3. Quality Control and Monitoring of Installation - " - The Contractor's work should be performedundor the'full-tim*-observatiOn: of the Geotechnical Engineer who will be present during:thelOili:Anstalla- tion- operations to observe the work and correlate 'driving or drilling:- behavior with subsurface data. The Geotechnical Engineer shall at all times have access tothe work, and the Contractor should furnish :the Geotechnical:Engifilier'with *very :reason- able facility for checking ,the-workmanship for conformance with the g•o- technical aspects of the .plans and.specifications. " The Contractor should be responsible for marking each timber pile increments, starting at tho tip, and should use enlarged-nuMeralstO cate the length of the pile at 5-foot intervals. The markings, should be such that they, are not obliterated or madw:Unretdable,during.slinging and handling. 'The piles should, be oriented-in:the. leada4o: that the marking . are visible for monitoring purposes.: - .. • . • ••, . , • - . For drilled iinplacil augoricast concrete pilei,- tho'COntractorshOuld be resPonsiblefor,marking the .:leads inA-foot'ihdrementS,beginning at the top of thi2leads,,and should use.enlarged numerals taindicatio-thedepth of ponetritiOn"it 5-foot intervals. The markings should bi'such that .they are not obliterated or made unreadable during drilling Applied Geotechnolopy Inc. The Geotechnical Engineer will keep a complete written record of each pile driven or drilled, noting the date, time, type, location, diameter, size, verticality, and driving record with blow counts or drilling rate. The record should also reflect any work stoppages during installation, and details of the ancillary equipment being used. Grout volumes pumped, grout pump pressures, and number of pump strokes will also be recorded for auger cast piles. Copies of these records should be provided to you, the Con- tractor, and the Architect for review. The Contractor should be responsible for notifying the Geotechnical Engi- neer at least 48 hours in advance of starting or restarting any pile installation; he should not proceed with the work unless the Geotechnical Engineer is present on the site. 4. Submittals The Contractor shall submit the following information before beginning work on the site: ! o Before any concrete is placed in auger cast piles or pile caps, the Contractor should furnish for approval a concrete mix design for each type of concrete to be used, and, in the case of auger cast piles, a curve indicating flow rate per stroke for the grout pump. List of equipment intended to be utilized in the driving, noting hammer type, size, cushion types, and lead lengths, or equipment to be used in augering, including lead lengths and crane capaci- ties. 5. Driving Equipment o Hammer: Timber piles may be driven with either a diesel, steam, or air operated pile hammer. Drop hammers should not be used. The hammer furnished should have a capacity at least equal to the hammer manufacturer's recommendation for the total weight of pile timber piles, the driving energy of the hammer should not be less than 15,000 foot pounds of energy per blow. All pile driving ham - mers should be maintained by the Contractor in good operating con- dition and operated according to the manufacturer's recommenda- tions. Diesel powered hammers shall be operated at the rate recommended by the manufacturer for hard driving. Sufficient pressure shall be maintained at the steam hammer so that (1) for double - acting hammer, the number of blows per minute during and at the completion of driving of a pile is equal approximately to that at which the hammer is rated; (2) for single- acting hammer, there is a full upward stroke of the ram; and (3) for differential type hammer, there is a slight rise of the hammer base during each upward stroke. -14 Applied akeotechnology Inc. o Driving Helmets and Cushion Blocks: A steel driving helmet or cap including a cushion block or cap block should be used between the top of the pile and the ram to prevent impact damage to the pile. The driving helmet or cap and cushion block combination should be capable of protecting the head of the pile, minimize energy absorption and dissipation, and transmit hammer energy uniformly and consistently during the entire driving period. The driving helmet or cap should fit loosely around the top of the pile so that the pile may rotate slightly without binding within the driv- ing head. The Contractor should demonstrate to the satisfaction of the engineer that the equipment to be used on the project per - forms the above functions. The cushion block may be a solid or laminated soft wood block with the grain parallel to the end of the pile enclosed in a close fit- ting steel housing. The block should be at least 4 inches thick and suitable for the length of pile to be driven and the character of subsurface material to be encountered. Generally, thicker blocks are required for longer piles and softer subsurface materi- al. The cushion block should be replaced if it has been damaged, split, highly compressed, charred or burned, or has become spongy or deteriorated in any manner. Under no circumstances will the use of small wood blocks, wood chips, rope, or other material permitting excessive loss of hammer energy be permitted. o Leads: During driving operations, the pile and hammer should be held firmly in proper alignment by fixed driving leads. Leads should be of sufficient length so that the use of a follower will not be necessary. Leads adapted for the driving of batter piles should be employed for work involving inclined pips. Followers: Driving of piles with followers should be avoided un- less authorized by the Engineer in writing. 6. Auaerina Eauiament Augering equipment should have a motor of sufficient size and energy to auger through anticipated subsurface strata. Leads: During augering operations, the hollow -stem auger should be held firmly in proper alignment by fixed leads. For auger cast piles, the leads and auger must be long enough to auger the pile hole in one continuous motion to the design tip elevation. Grout Pump: For auger cast piles the grout pump should be of sufficient size to continuously pump grout at sufficient pressure and volume to, prevent the hole from sloughing or heaving as the auger is withdrawn. -15 -. Applied tleoteehnology Inc. 7. Timber Pile Installation o Pile Penetration: Care should be taken to avoid damage in placing the pile in the leads and during the pile driving operations. Piles should be laterally supported during driving, but should not be unduly restrained from rotation in the leads. Piles may be driven to the depth designated in the plans and specifications or to refusal. Driving Criteria: All timber piles should be driven deep enough to achieve allowable design capacity designated in the plans and specifications. Obstructions: Piles that encounter refusal before reaching design elevation and are suspected of encountering an obstruction should be abandoned or pulled and a new pile driven. Obstructions may be suspected above Elevation 15 feet. Tolerances: Piles should be driven by the Contractor as accurate- ly as possible in the correct location. The final position of the pile head should not deviate more than 6 inches from the location indicated on the plans and should not deviate from the vertical by more than 1/4 -inch per 5 feet of length. The Contractor should not pull piles into place after driving. o Heave Monitoring: The Contractor should survey the piles before any other pile is driven within a 25 -foot radius of that pile. The piles should be marked, or the elevation of the butt after cut off determined, so that the pile's elevation may be monitored for heave. The elevations should be determined within 0.01 foot and referenced to a permanent bench mark located on a fixed structure that will be unaffected by construction or pile driving activity on this site. Pile elevations should be re- surveyed before pile caps are installed and after driving of any piles within a 25 -foot radius is complete. Piles that heave more than i/2 inch should be re- driven. 8. Auger Cast Pile Installation o Pile Penetration: The top of the auger should be squared to the longitudinal axis of the augered hole, then augered to the depth indicated on the project plans. o Grout Placement: After a given hole is augered to its design depth, the auger. should be withdrawn at a slow uniform rate as the grout is pumped in place. The grout pressure should be sufficient to prevent sloughing or heaving of the hole and the 'formation of a non- continuous pile. -16 Applied Geotechnology Inc. Obstructions: Piles that encounter refusal before reaching design tip elevation should be abandoned and a new pile drilled at a new location selected by the Structural Engineer. Tolerances: Piles should be drilled by the Contractor as accurately as possible in the correct location. The final posi- tion of the pile head should not deviate more than 6 inches from the location indicated on the plans and should not deviate from the vertical by more than i/4 -inch per 5 feet of length. Installation Sequence: Piles within a pile group or piles closer than 5 feet edge -to -edge should be installed in a staggered se- quence that avoids the disturbance of adjacent piles. A minimum period of 24 hours, or as determined by the Structural Engineer, should be allowed between the drilling of adjacent piles. Reinforcement: Immediately after the pile is cast, the reinforc- ing cage must be installed in the grout - filled pile hole. Rein- forcing steel should extend far enough above the concrete or grout to insure that a sound connection can be made between it and the structural element it supports. 9. Correction of Defective Work During driving or drilling, the Geotechnical Engineer will examine the piles for alignment, visible breakage or splitting, or other irregular- ities. Auger cast piles will be examined to verify that sufficient grout was placed at a uniform rate to create a continuous pile. Piles that fail to meet the requirements of the plans and specifications, or for any other justifiable reason are unacceptable, should be considered defective and will be rejected. The Contractor should submit his plans for correcting any defective work to the Architect in writing for approval before correcting any of the work. Additional piles should be installed by tho Contractor to replace defective piles. All design, construction and inspection costs associated with pile replacement or changes in the foundation elements by reason of improper or defective pile installation, should be at the Contractor's expense. Rejected piles should remain in the ground and should be cut at least 2 feet below the final cutoff elevation. The Contractor should backfill any resulting hole with Select Fill or crushed rock before proceeding with any other work. Applied Ooot.chnolegyInc. Applied Geotechnology Inc. APPENDIX A Field Exploration We performed the supplemental subsurface exploration March 30, 1988, by drilling two borings to a maximum depth of 50 feet below existing site grade at the approximate locations indicated on the Site Plan. The borings were drilled using a truck- mounted, Mobile B -00 drill rig equipped with continuous flight hollow -stem auger. We used a split barrel sampler with a larger diameter than the standard SPT split spoon in order to recover bet - ter quality soil samples. For engineering analyses, it is necessary to correct the number of blows per foot obtained with the modified sampler to obtain an equivalent "N- value ". The number of blows per foot actually recorded with the modified assembly, however, are the values shown at the appropriate sample depth on the boring logs. Their locations are indicated on the initial boring logs by the symbol for an "undisturbed sample" which is shown in the sample designation box on Plate 1, Soil Classification /Legend. The boring locations were measured in the field by taping from staked original building corners. Boring elevations were determined by interpola- tion between the test pit elevations which were surveyed by Touma Engi- neers. The locations and elevations should only be considered accurate to the degree implied by the location method used. It should be noted that . the elevations given for test pits during the original investigation were 5.4 feet higher than King County Standard Datum according to Touma Engineers. The borings were monitored by our engineer who laid out specific boring locations, examined and classified the materials encountered, obtained representative soil samples and recorded pertinent information including soil sample depths, stratigraphy, soil engineering characteristics, and groundwater occurrence. Groundwater levels are those existing at the time drilling was completed. Representative soil samples were obtained and were classified in accordance with the Unified Soil Classification System which is presented, with a key to the Boring Logs, on Plate 1. All samples were sealed to limit moisture loss, labeled, and returned to our laboratory for further examination and testing. The Boring Logs, modi- fied to reflect the results of laboratory examination and testing, are pre- sented on Plates 2 through 5. The stratification lines, shown on the individual logs, represent the approximate boundaries between soil types= actual transitions may be either more gradual or more severe. -19- UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GRAPHIC LOG Change LABORATORY TESTS Consol - Consolidation LL - Liquid Limn PL • Plastic Limit Gs - Specific Gravity SA - Size Analysis Tx - Triaxial Shear OS - Direct Shear VS - Vane Shear Comp - Compaction UU •Unconsolidated • Undrained CU - Consolidated • Undrained CD - Consolidated • Drained TYPICAL NAMES COARSE GRAINED SOILS MORE THAN HALF IS LARGER THAN NO 200 SIEVE GRAVELS MORE THAN HALF COARSE FRACTION IS LARGER THAN NO. SIEVE SIZE CLEAN GRAVELS WITH LITTLE OR NO FINES GW .1 ', iQ B •' WELL GRADED GRAVELS. GRAVEL.SAND MIXTURES QP • ;,• • POORLY GRADED GRAVELS GRAVEL•SAND MIXTURES GRAVELS WITH OVER 12% FINES GM • SILTY GRAVELS, POORLY GRADED GRAVEL - SANG • SILT MIXTURES GC CLAYEY GRAVELS. POORLY GRADED GRAVEL - SAND • CLAY MIXTURES SANDS MORE THAN HALF COARSE FRACTION IS LARGER THAN NO. • SIEVE SIZE CLEAN SANDS WITH LITTLE OR NO FINES SW �• • • . ;:: : WELL GRADED SANDS, GRAVELLY SANDS SP : . POORLY GRADED SANDS, GRAVELLY SANDS SANDS WITH OVER 12% FINES SM 'a1.• "4°,49. .may,. SILTY SANDS, POORLY GRADED SAND • SILT MIXTURES m-- CLAYEY SANDS, POORLY GRADED SANG - CLAY MIXTURES -,a,•� FINE GRAINED SOILS MORE THAN HALF IS SMALLER THAN NO. 200 SIEVE SILTS AND CLAYS LIOUID LIMIT LESS THAN 50 MI. INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS, OR CLAYEY SILTS WITH SLIGHT PLASTICITY CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS 01. OF LOW PLASTICITY D ORGANIC SILTY CLAYS WW1 SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 MH ill INORGANIC SILTS, MICACEOUS OR DIATOMACIOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS CH INORGANIC CLAYS OF HIGH PLASTICITY FAT CLAYS OH = ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS • = PEAT AND OTHER HIGHLY ORGANIC SOILS SAMPLE II "Undisturbed" ® Bulk 11 Not Recovered GRAPHIC LOG Change LABORATORY TESTS Consol - Consolidation LL - Liquid Limn PL • Plastic Limit Gs - Specific Gravity SA - Size Analysis Tx - Triaxial Shear OS - Direct Shear VS - Vane Shear Comp - Compaction UU •Unconsolidated • Undrained CU - Consolidated • Undrained CD - Consolidated • Drained Well Defined ..�' Gradational Change , • -• Obscure Change End of Exploration BLOWS/FOOT Hammer is 140 pounds with 30 Inch drop. unless otherwise noted S - SPT Sampler (2.0 Inch O.D.) T - Thin Wall Sampler (2.8 Inch Sample) H • Split Barrel Sampler (2.4 Inch Sample) • MOISTURE DESCRIPTION Dry - Considerably Tess than optimum for compaction Moist • Near optimum moisture content Wet - Over optimum moisture content Saturated • Below water table, in capillary zone, or in perched groundwater Appltsd Geotochnology Inc. Geotechn,cal Engineering 3eology 8 Hydrogeology Soil Classification /Legend State Farm Insurance Service Center Tukwila, Washington JON NUMBER DRAWN 18,271.001 ECR APPRQy,Q DATE 1 April SS REVISED -20- PLATE 1 Laboratory Tests g 0? I I m 20 oc o a 25 94 26 98 3 45 74 15 33 37 33 38 Equipment Mobile 880 HSA Elevation 24.5 feet-'= we 1/30/88 GRAY SILT (ML) soft to medium stiff, moist; with trace fine sand and clay and occasional wood chips (Fill). Becomes stiff, wet; with layers of gray -brown sandy silt and gray silt fragments. BROWN SILT (ML) medium stiff, wet; with trace sand and clay. .Q. 3/30/88 BLACK SAND (SP) medium dense, saturated; fine sand. Becomes dense. 41) Applied G.olechnology Inc. Gsotechnicsl Engineering Geology i Hydrogeology Log of Boring 1 State Farm insurance Service Center Tukwila, Washington ,nor MNMEE 15.271.001 •Dnawi RCA A/P110VLD DATE 1 April SS NOSED DATE -21- Laboratory Tests 146 51 20 o0 40 , 45 • 55- • • 60- • • 65- 70 75- eo - Equipment Mnh i 1 P RR(l HSA Elevation. 24.5 feet Date 4 /1n /RR Boring terminated at depth 50 feet on 3/30/88. *Datum: King County Reference: Touma Engineers. Applied Geolsehnology Inc. Geotechnical Engineering Geology & Hydrogeoiogy Log of Boring 1 (cont.) State Farm Insurance Service Center Tukwila, Washington MATE ,loe wow 18.2 71.001 DRAWN ECA A1M'DOVED 1EL • -22- DATE 1 April 88 DEVISED DATE . Laboratory Tests t c o 0 Equipment Mobile B80 HSA Elevation. 25.5 feet pate 3/30188 T „'?H 10 • - _ ��� SA 6 33 84; 15!'x' ▪ r S - Mn�i.0 • . mpg; DS 5 33 84 ^-.54; Y 20 o.y i▪ • 014 •tit i 1'q 15. 30 93 25 —- .:: DS '19 22 95 20 34 GRAY -BROWN SILT (ML) soft to medium stiff, wet; with trace sand, trace gravel, trace organics and trace clay (Fill). Becomes medium stiff with some sand with occasional black staining. BROWN SILTY SAND (SM) loose, moist to wet; fine laminated sand. .■ 3/30/88 Becomes saturated, less silty. Becomes more silty. Becomes medium dense. BLACK SAND (SP) medium dense, saturated; fine to medium sand. BROWN SILTY SAND (SM) medium dense, saturated; fine sand. BLACK SAND (SP) medium dense, saturated; fine to medium sand. With trace gravel. Becomes dense. JJOS NUMBER 15,27t001 Applied Geok chnology Inc. G.otechnical Engineering Geology • Hydrog.ology Loy of Boring 2 State Farm Insurance Service Center Tukwila, Washington SLATE DAWN EC R AMIIq��D DATE RIMED DATE `,, Y6�.•• 1 ApNI •s -23- Sand is predominantly fine grained. Becomes fine to medium grained. Boring terminated at depth 50 feet on 3/30/88. Apptled Geotschnotogy $nc. Geoteehnicel Engineering Geology E Mydrog•ology Log of Boring 2 (cont.) State Farm Insurance Service Center Tukwila, Washington PLAT! JOS NUMMr11 15, 271.001 D OATS April r ( 1 Arll $$ nevem OAT! -24- • APPENDIX B Laboratory Testing A. General Applied Geotechnology Inc. We performed laboratory tests on several representative soil samples to better determine the soil classification of the units encountered and to evaluate the material's general physical properties and engineering charac- teristics. A brief description of the tests performed for this study is provided below. In accordance with our General Conditions, the soil samples for this project will be discarded after a period of 30 days following comple tion of this report unless we are otherwise directed in writing. B. Soil Classification As mentioned earlier, all soil samples are visually examined in the field by our representative at the time they are obtained. They are subsequently packaged and returned to our laboratory where they are reexamined and the original description is checked and verified or modified. With the help of information obtained from the other classification tests, described below, the samples are described in general accordance with the Unified Classifi- cation System, ASTM Test Method D- 2487 -83. The resulting descriptions are provided at the appropriate sample location on the individual boring log and are qualitative only. The attached Soil Classification /Legend, Plate 1, provides pictorial symbols that match the written descriptions. C. Moisture /Density Moisture content and dry density tests were performed on several samples obtained from the borings to approximately determine the in -place moisture content and the associated dry unit weight (dry density) of the soils. The moisture content is determined in general accordance with the ASTM Test Method D- 2216 -80 and the dry unit weight is computed on the basis of this result and the volume of the sample container. The results of these tests are presented at the appropriate sample depth on the boring log. D. Particle Size Analysis A grain size analysis was conducted on one soil sample to dotermine the size distribution of the sampled soil. The information gained from this analysis allows us to provide a detailed description and classification of the in -place materials. The result is presented on Plate 6, and classifi- cation symbols are provided as part of the appropriate individual sample descriptions on the boring logs. Appltod tiootoohnolopy Inc. E. Direct Shear Teat We performed direct shear tests on six relatively undisturbed samples to determine the shear strength of the in -place soils.. The tests were per- formed, in general accordance with ASTM Test Method D -3000- 72(79), on sam- ples at the field moisture conditions. A normal load, appropriate to the anticipated foundation conditions, was applied to the test sample and`the sample was then sheared under constant strain control. The results of these tests are presented on- Plates 7 and 8, Direct Shear Tests.` U.S. Standard Sieve Site (in.) I U.S. Standard Steve Numbers Hydrometer 100 3 11/2 34 '!e 4 8 16 3040 50 100 200 PERCENT FINER BY WEIGHT 90 80 Reference ASTM D 22 T Sample Source 1 -"'-'- t 1 - { 1 jiI.ijtQ%4. J4i4j _ ` —�— • i i i I I 1t ; ' 1! � i_.__� I 1 11 1 I V; it 1�f t ,' '• , i I I 1 I i ! I .. I it { ;. i 1 ;�i i E I I T i i, f • 1 1 1 I 1 1 �l 1! it ! 1 i i 1 It 1!� Ili It ._.I 1 T I l j !'I: ?I I i ,' .: ' 1 l i 1 1 1 1 t1 1 1 ill, !'' Ii [ . I . . I 1 ! i! I I: t i 1 i I 1 .! 1 f;,, 1 : I ; IHH 1 f I i i j i i i i ; i i i i 1 i ! ! • i I 1 11 11 1 i i I 1' i i I,1 It ! ; I{ i `• i1, �ti : • i Hi, 1 4 . L. i I t ( 1 .i . I t 1 If 70- 60 50 40 30 20 10 0 100 50 10 5 1 0.5 0.1 0.05 GRAIN SIZE IN MILLIMETERS 0.01 0.005 0.001 COBBLES COARSE 1 FINE COARSE! MEDIUM 1 FINE GRAVEL SAND SILT OR CLAY Symbol Sample Source Classification -"'-'- B -2 at 13.5 feet Silty sand (SM) Applied Geotechnology Inc. Gsotechnical Engineering Geology a Hydrogeology Particle iis• Analysis State Farm Insurance Service Center Tukwila, Washington KATE s d0S NUW[n 15,271.001 DRAWN EC R DATE n1V$$E0 OATS d April ae 9.0 8.0 7.0 6.0 x .9:5.0 N W N 4.0 cc = 3.0 to 2.0 1.0 0.10 c W Z V 0.0 N W z U ~0.10 0 1 0.2 0 3 HORIZONTAL DEFORMATION (in.) A SIIIIIWEnesvirsenevers C 0.1 0 2 0.3 HORIZONTAL DEFORMATION (in.) C' = 0 0 6.0 5.0 4.0 cn a W 3.0 1= cc 2.0 W Z Cl) 1.0 Rele'ence ASTM D 3Obu fro C A. 1.0 2.0 3.0 4 0 5.0 8 0 NORMAL STRESS (psf x 1000) TEST TYPE: Consolidated /Drained 7 0 8.0 Controlled Strain PHYSICAL CONDITIONS TEST NO. A B C ITIAL Height (in) 0.988 0.988 0.995 Water Content ( %) 33.1 • 33.1 Void Ratio 0.986 1.038 0.983 Saturation ( %) • ... . .... -.--4 - . . ---... 82.1 ... C ..,._.._.� -.I. B. . A‘... ....... I i44000„,.......7 0.10 c W Z V 0.0 N W z U ~0.10 0 1 0.2 0 3 HORIZONTAL DEFORMATION (in.) A SIIIIIWEnesvirsenevers C 0.1 0 2 0.3 HORIZONTAL DEFORMATION (in.) C' = 0 0 6.0 5.0 4.0 cn a W 3.0 1= cc 2.0 W Z Cl) 1.0 Rele'ence ASTM D 3Obu fro C A. 1.0 2.0 3.0 4 0 5.0 8 0 NORMAL STRESS (psf x 1000) TEST TYPE: Consolidated /Drained 7 0 8.0 Controlled Strain PHYSICAL CONDITIONS TEST NO. A B C ITIAL Height (in) 0.988 0.988 0.995 Water Content ( %) 33.1 33.1 33.1 Void Ratio 0.986 1.038 0.983 Saturation ( %) 93.4 91.9 90.1 Dry Density (pcf) 84.3 82.1 , 84.4 BEFORE TEST Time for 50% Consolidation (min) Time for 95% Consolidation (min.) Void Ratio after Dry Density (pcf) J z_ u. Water Content ( %) . 15.1 35.4 ., 13.8 Void Ratio 0. q4q o. 962 0.905 100.0 Saturation ( %) 100.0 100.0 Normal Stress (psf) 96q_ s 1973.7 2977 _ S Maximum Shear (psf) 783.0 t 329_ 0_ _ 19,19.0 Time to Failure (min) Sample Source 8 -2 at 18.5 Classification sp GS est. 2.68 Applied Geotechnology Inc. Geotechnical Engineering Geology 6 Hydro9eology Direct Shear Test Report State Farm Insurance Service Center Tukwila, Washington Pi.A•E 7 roe Nuuein 15,271.001 °SAWN ECR A PPa(;ryE F tiff %. ADrll 66 RFvISE: -28- x 5.0 cn L11 co 4.0 Q w 3.0 cn 2.0 1. 0.025 uJ z 00.0 2 z 0 0 025 0.1 0 2 0.3 HORIZONTAL DEFORMATION (in.) og:.II lir eeee.I E A 8 C 'Height E ? (in) 0 , 992 1.006 1.004 Water Content ( %) 21.6 21.6 21.6 Void Ratio 0.756 0.684 0.785 Saturation ( %) 95.0 97.0 90.5 • '` • ' / •. �• 99.3 _. p� Time for 50% Consolidation (mini) g Time for 95% Consolidation (min.) A r�.. 0.025 uJ z 00.0 2 z 0 0 025 0.1 0 2 0.3 HORIZONTAL DEFORMATION (in.) 0.1 0 2 0.3 HORIZONTAL DEFORMATION (in.) (AI= 390 C'= 0 6.0 _5.0 4.0 cn W 3.0 cn 2 2.0 W Z 1.0 Retvence .,STM 0 3080 8, • C •A 1 0 2 0 3 0 4.0 5 0 6.0 NORMAL STRESS (psf x 1000) TEST TYPE: Consolidated /Drained 7 0 8.0 Controlled Strain og:.II lir eeee.I E A 8 C 'Height E ? (in) 0 , 992 1.006 1.004 Water Content ( %) 21.6 21.6 21.6 0.1 0 2 0.3 HORIZONTAL DEFORMATION (in.) (AI= 390 C'= 0 6.0 _5.0 4.0 cn W 3.0 cn 2 2.0 W Z 1.0 Retvence .,STM 0 3080 8, • C •A 1 0 2 0 3 0 4.0 5 0 6.0 NORMAL STRESS (psf x 1000) TEST TYPE: Consolidated /Drained 7 0 8.0 Controlled Strain Applied Geotechnoiogy Inc. Geotechnical Engineering Geology & Hydrogeology Direct shear Test Report State Farm insurance Service Center Tukwila, Washington PLATE 8 JOS NUMBER 15, 271.001 DRAWN EC R AP P () SAT} Rf V `... = 4!t e April ee -29- PHYSICAL TEST NO. CONDITIONS A 8 C 'Height E ? (in) 0 , 992 1.006 1.004 Water Content ( %) 21.6 21.6 21.6 Void Ratio 0.756 0.684 0.785 Saturation ( %) 95.0 97.0 90.5 Dry Density (pcf) 95.3 99.3 93.7 BEFORE TEST Time for 50% Consolidation (mini) Time for 95% Consolidation (min.) Void Ratio after Dry Density (pcf) FINAL Water Content (0/0) 27.8 24.2 28.1 Void Ratio 0.746 0.649 0.751 Saturation ( %) 100.0 100.0 , 100.0 Normal Stress (psf) , 1488,c1 2977.8 4466.8 Maximum Shear (psf) 1416.0 7915 n 3845.0 Time to Failure (min) Sample Source B -2 at 28.5 feet Classification sP GS est . 2.68 Applied Geotechnoiogy Inc. Geotechnical Engineering Geology & Hydrogeology Direct shear Test Report State Farm insurance Service Center Tukwila, Washington PLATE 8 JOS NUMBER 15, 271.001 DRAWN EC R AP P () SAT} Rf V `... = 4!t e April ee -29- 3 Copies 1 Copy. 2 Copies. DISTRIBUTION The Castillo Co., Inc.. 2045 E. University Drive Post Office Box 21087 Phoenix, Arizona 85034 Attention: Mr. Romualdo de Bias State Farm Insurance Companies One State Farm Plaza, SC -3 Bloomington, Illinois 61710 Attention: Mr. Richard Rash Assistant Director Corporate Properties Appilod Gootechnolooy Inc. B. Harakas, P.E. ciate Engineer SJP /VPL /tag SECTION 00410 - NOTICE TO OWNER 1.0 General 1.1 DESCRIPTION 1.1.1 Change in Contractors Registration Act An important change has been made in the Contractors Registration Act for the State of Washington. This change requires that a disclosure statement be sent to all customers by the prime contractor on all private projects. If this notice is not sent prior to commencing work, then the contractor is prohibited from filing a lawsuit for payment, even if payment under the contract is due and owing. 1.2 APPLICABILITY The new law applies to all work started on July 26, 1987 or later. However, there are the following exceptions, where the notice is not required: a. Contracts of less than $1,000.00. b. Contracts with other contractors. c. Contracts for the construction of more than four residential units. d. Contracts with the Federal Government or a Federal agency. e. Contracts with the State of Washington or any Washington city, county or public authority. 2.0 NOT USED 3.0 EXECUTION 3.1.1 A suggested form of notice is attached. Before using this form of notice you should fill in your contractor's registration number, and indicate whether you have a $6,000.00 bond or a $4,000.00 bond. Also, it is highly recommended that receipt of this notice be acknowledged by the property owner by having him sign the notice before work is begun. 3.1.2 If you have any questions regarding this important change in the law, you should consult legal counsel. 3.1.3 Only the successful bidder will be requested to prepare this form. 00410 -1 3.2 FORM OF NOTICE The following is a suggested Form of Notice NOTICE TO CUSTOMER We look forward to working with you on your project. As a result of a change in the law by the Washington State Legislature the following notice is required to be sent to all our customers covered by Substitute House Bill No. 364. Please acknowledge your receipt of this notice by signing and returning one copy. It is necessary that this form be returned to us before we can begin work. Of course, if at any time during the project you are not completely satisfied, we hope that you will contact us immediately. The law requires we advise you of the following: This contractor is registered with the State of Washington, registration no. , as a (general) (specialty) contractor and has posted with the State a bond or cash deposit of ($6,000.00) ($4,000.00) for the purpose of satisfying claims against the contractor for negligent or improper work or breach of contract in the conduct of the contractor's business. This bond or cash deposit may not be sufficient to cover a claim which might arise from the work done under your contract. If any supplier of materials used in your construction project or any employee of the contractor or subcontractor is not paid by the contractor or subcontractor on your job, your property may be liened to force payment. If you wish additional protection, you may request the contractor to provide you with original "lien release" documents from each supplier or subcontractor on your project. The contractor is required to provide you with further information about lien release documents if you request it. General information is also available from the. Department of Labor and Industries. Property. Owner Contractor Date Date 3.3 LIEN RELEASES. Refer to Section 01150 for "Lien Release" requirements. END OF SECTION 00410 -2 CERTIFICATE OF INSURANCE - WORKMEN'S COMPENSATION•& LIABILITY ONLY This is to certify that the following policies, subject to their terms, conditions and exclusions hays been issued by the named companies: Project Location '<)wner, .;ontrector Architect /Engineer. Insured Address Agent Address WORKMEN'S COMPENSATION: . - Policy No. Insurance Company COVERAGE -,Workmen's-Compensation, Statutory. Locations covered Effective . Expiration Addrsaa Employers Liability Limit $ each accident ptsLIC LIABILITY: Policy No Effective Expiration Insurance Company . Address Type of Policy: ❑ CCmprshenuv*• ❑ Other _ LIMITS: Bodily Injury $ Each Person S Each Occurrence S. Aggregate. ••.. .• Psrsonal,'njury $ Each Person $ . Each Occurrence COVERAGE PROVIDED (Check Applicable square): Operations of Convector Operations of Sub -Contr ctor (Contingent) Personal Injury includes claims related to employment ❑ ❑ Completed Operations ❑ ❑ Contractual Liability (Broad Form) ❑ ❑ Governmental Immunity is waived ❑ ❑ Exeeptionc ' AUTOMOBILE LIABILITY: Policy No. Effective Expiration Insursna Company. Address Type of Policy: 0 Comprehensive . ❑ Other, •LIMITS: Bodily Injury S. Each Person • ' S Each Occurrence 'Property Damage $ Each Occurrence COVERAGE PROVIDED: Coverage is provided for operation of all owned, hired ind nombwned vehicles. UMBRELLA EXCESS LIABILITY: ,Policy No. Effective ,Expiration Insurance Company Address LIMITS: Single Limit Bodily Injury and Property Damage S Each Occurrence COVERAGE PROVIDED: Applies in excess of the coverages listed above for Employer's Liability, Public Liability, and Automobile Liability AGENT CARRIES ERRORS AND OMISSIONS INSURANCE Property Damage $ Each Oauranca -OR - Combined Single Limit S Yea No ❑ "❑ ❑ ❑ Aggrpate Each Occurrence Property Oamsge Liability includes: Damage due to blotting Damage due to collapse , Oamagrto underground facilities Broad Form Property Damage: • - • operations of contractor contractual • No Authorized Insurance Representative • Conruction Inauury CoosAistive CgwirnhIIN or NlnnMota —CICC Ianr701. Ise. 1941. Rev. Juno 1959, Rev. sin. $973 /slated by HA. Rabaul Co., 23t7 Whtula 9,v5., 1•1911.4 377.4470 00510 -1 CONSENT OF SURETY COMPANY TO REDUCTION IN RETAINER PROJECT: CONTRACTOR: ADDRESS: CONTRACT FOR OWNER: CONTRACT DATE: In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and address of Surety Company) , SURETY COMPANY, on bond of (here insert name and address of Contractor) , CONTRACTOR, and the undersigned Owner, hereby consent to and approve of the reduction in retainer to the above named Contractcr to a value of % of the Contract sum and in the case of the Surety it is further agreed as follows: 1. In giving this consent the Surety has . made its own investigation to determine whether said payment should be made to the Contractor and has not relied on any representation by the Architect which has induced it to consent to such payment. 2. Surety agrees that this payment shall not relieve the Surety of any of its obligations to the Owner as set forth in its Payment and Performance Bond and it hereby expressly waives all claims against the Architect and the Owner for wrongful release of funds to the Contractor. IN WITNESS WHEREOF, and said Surety Company has hereunto set its hand this day of , 19 • Attest: SURETY COMPANY: By: (Seal) Approved by: By: Owner Authorized Company Representative Title Authorized Representative 00610 -1 ' CONSENT OF SURETY COMPANY TO FINAL PAYMENT PROJECT: CONTRACTOP: ADDRESS: CONTRACT FOR. OWNER: CONTRACT DATE: In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (here insert name and address of Surety Company) , SURETY COMPANY, on bond of (here insert name and address of Contractor) , CONTRACTOR, and the undersigned Owner, hereby consent to and approve of the final payment to the above named Contractor in the amount of S , and in the case of the Surety it is further agreed as follows: 1. In giving this consent the Surety has own investigation to determine whether said pay - ment should be made to the Contractor and has not relied on any representation by the Architect which has induced it to consent to such payment. 2. Surety agrees that this payment shall not relieve the Surety of any of its obligations *o the Owner as set forth in its Payment and Performance Bond and it hereby expressly waives all claims against the Architect and the Owner for wrongful release of funds to the Contractor. IN WITNESS WHEREOF, the said Surety Company has hereunto set its hand this day of , 19 Attest: (Seal) Approved by: By: SURETY COMPANY :. By: Authorized Company Representative Owne r Authorized Representative 00620 -1 Title MECHANICS LIEN AFFIDAVIT State of County of "To All Whom It May Concern: Whereas, we the undersigned, Date: (Contractor) have entered into a construction contract (Date) pursuant to which State Farm Mutual Automobile Insurance Company of Bloomington, Illinois agreed to pay a certain sum of money and agreed to render services as a (Contractor) contractor for construction of project known as located at (Project) (Mudress) NOW, THEREFORE, KNOW YE: That we the undersigned for and in the consideration of 100% of the contract price as shown in the contract documents and other good and valuable considerations, receipt of which is hereby acknowledged, do hereby waive and release any and all lien or claim or right to lien on the above described project in full, arising under and by virtue of the general labor and mechanic lien laws of (State) on account of labor or materials or both furnished said State Farm Mutual Automobile Insurance Company. It is also understood and agreed that Contractor shall, to the fullest extent permitted by law, indemnify, hold harmless, and defend the Owner, their agents and employees from and against any and all claims, damages, lawsuits, losses and expenses, including but not limited to attorneys fees, arising out of or resulting from the performance of the work, or the supplying or use of materials, by any parties. 00630 -1 SAMPLE SUBMITTAL FORM - TO BE USED BY SUCCESSFUL BIDDER. CERTIFICATE OF CONTRACTOR PROJECT LOCATION NAME OF CONTRACTOR ADDRESS DATE NOTE - THIS FORM MUST ACCOMPANY THE SECOND APPLICATION FOR PAYMENT AND EACH APPLICATION FOR PAYMENT THEREAFTER. THIS IS TO CERTIFY THAT THE WORK, AS LISTED IN THE ATTACHED PAYMENT REQUEST, HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AND THAT ALL JUST AND LAWFUL CHARGES FOR LABOR, MATERIAL, SUBCONTRACTS AND SERVICES COVERED BY PREVIOUS CERTIFICATES HAVE BEEN PAID, ALL UNDER THE TERMS OF THE CONTRACT BETWEEN AS OWNER AND THE CONTRACTOR, DATED SUBSCRIBED AND SWORN TO THIS CONTRACTOR DAY OF , 19 NOTARY PUBLIC 00640 -1 ;. SECTION 00710 - COLOR AND MATERIAL SELECTION CHART The General Contractor shall furnish color samples for the following products to the Owner for color selections. Color samples are to be furnished to the Owner within four (4) weeks of contract award to permit timely color selection of all materials. If the General Contractor fails to submit color samples for approved products within designated time, the Owner may proceed with the selection of products and colors of standard materials and require that they be furnished by the General Contractor. All samples are to be clearly identified as to the project name and material location if needed for clarity. 1. Aluminum Fascia 2. Ceramic Tile 3. Rubber Base 4. Paint 5. Vinyl Fabric 6. Toilet Partitions 7. Aluminum Letters 8. Kitchen Base and Wall Cabinets 9. Plastic Laminate 10. Resilient Flooring 11. Elevator alternate colors, materials and options 12. Aluminum Door and Window Framing STATE FARM MUTUAL •AUTOMOBILE INSURANCE COMP.AM`IX SOUTH'SEATTLE SERVICE. CENTER, TUKWILA, WA . WEEKLY CONSTRUCTION REPORT 'NO. ' _• REPORT DATE: 19 PROJECT NAME: CITY: CONTRACTOR: % Work Completed: % Stored Materials: % Completed - Total: t Time Elapsed: Ccnst. Start: Zcnee. Como: Total Days: This Prey .. -- Week Week REMARKS: WEATHER INDEX: R -Rain S -Snow W- Windy ._F -Fair C- Cloudy MON TUES .WED THUR FRI TEMP. INDEX cc: Regional Office' Reviewing irm: ITEM OF WORK Gen. Cond. Bond 'Permits Grading and Clearing Storm Draina'e u ng oncrete M asonr Site oncrete- Paving %TO, DATE % PREV WEEK Structural and Misc. Steel Framing and Sheathing Roof Joists Metal Deck Roof. Insulation i'PbM Roofing Membrane Building Insul.at %on Caulking Millwork Windows -boors & Frames Glass & Glazing Hardware Overhead Doors Drywall Acoustical Ceiling Resilient Floohin Carpet Installation teramic Tile Paint Vinyl Fabric Specialties It HVAC Ductwork -HVAC Equipment HVAC Controls Total HVAC Outside 11tiTities. :. Plumbing Rough-=-I Gas Piping • Plumbing Fixtures & Trim' Total Plumbing Electrical Rough -In Underfloor Duct System 'Permanent Power Panel Boards Lighting Fixtures Main Dist. Panel Total Electrical Contractor: Contracting. Firm: 00720 -1 SAMPLE SUBMITTAL FORM - TO BE USED BY SUCCESSFUL BIDDER. SCHEDULE OF VALUES NO. 1 FOR OWNER'S ACCOUNTING PURPOSES PROJECT LOCATION NAME OF CONTRACTOR ADDRESS DATE NOTE: (1) THIS FORM MUST ACCOMPANY OR PRECEDE THE FIRST PAYMENT REQUEST. INCLUDE THE TOTAL VALUE OF LABOR AND MATERIALS AS FOLLOWS: VALUES 1. HEATING, AIR CONDITIONING & VENTILATING EQUIPMENT, INCLUDING ALL MECHANICAL EQUIP- MENT WITH MOVING PARTS OR HEAT EXCHANGING UNITS. (DO NOT INCLUDE DATA PROCESSING EQUIPMENT) $; 2, WATER HEATERS 3. FLUORESCENT LIGHT FIXTURES $ 4. ROOFING AND ROOF INSULATION $ 5. BUILDING INSULATION $ 6. ACOUSTICAL CEILING SYSTEMS $ 7. SIGNS AND MOUNTED LETTERS INCLUDING ACCESSORIES AND INSTALLATION 8. BITUMINOUS PAVING, INCLUDING BASE COURSE 9. CONCRETE PAVING,INCLUDING BASE COURSE AND DRIVEWAY RAMPS AT STREET 10. EXTERIOR CONCRETE, EXCLUDING PAVING CURBS AND SIDEWALKS $ 11. PARKING LOT LIGHTING $ 12. FIRE SPRINKLER SYSTEM $ 13. EXTERIOR BUILDING LIGHTING $ 00730 -1 14. KITCHEN EQUIPMENT ( Cabinets, Sink, Disposal,etc.) 15. CHALKBOARDS QUANTITY 16. BULLETIN BOARDS QUANTITY 17. DRINKING FOUNTAINS QUANTITY 18. OVERHEAD DOOR OPERATORS QUANTITY 19. TOILET ACCESSORIES AND MIRRORS 20. TOILET PARTITIONS 21. EMERGENCY LIGHTING SYSTEM (battery .. pack units) 22. BUILDING SECURITY SYSTEM 23. COMPUTER ROOM RELATED ITEMS: (Omit items for which you furnish only labor.) a. Air conditioning and ventilating equipment, fans, condensing units, piping, installation accessories, . etc.: b. Raised access flooring c. Electrical Panel breakers, wiring aaand accessories: d. Isolation transformers: 24. * LANDSCAPING 25. * LAWNSPRINKLER * (Separate costs even if bid as one price) 26. COMMUNICATION WIRING (INSTALLED) 27. ELEVATOR K. 0. tii en ; I 3 0 IL.Ig ELI NI 01 1. 00 NO 01 01 t 011 1 ion or �+ N M 1' h '0 h .. 0) Qi m .+ ni 00740 -1 Ot ..• E3 11 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 11. 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 eft Z I .11 N g 11 I I I I I I .1 I I I I I I I ee j xxxl I T. 0.1 V I I I 00740-2 State Farni Mutual Automobile Insurance Company One State Farm Plaza •Bloomington, Illinois 61710 Change Order No. Add - Deduct Date Project Under your Contract dated with State Farm Mutual Automobile Insurance Company, the following changes are authorized: Thereby (increasing) (decreasing) your Contract Price in the amount of Original Contract Total Total Amount Additions . Deductions STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY APPROVED BY ACCEPTED BY Contract Revised To Date APPROVAL DATE _ DATE 00750 - 1 BULLETIN NUMBER M1- - BULLETIN NUMBER TO CONTRACT DOCUMENTS FOR THE 02 - SERVICE. CENTER SERVICE CENTER FOR STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY OF BLOOMINGTON, ILLINOIS AT M3 - SERVICE CENTER STREET ADDRESS - CITY, STATE BUILDING DESIGN AND CONSTRUCTION DIVISION One State Farm Plaza Bloomington, Illinois 61701 #4 - DATE CONTRACTORS ARE REQUESTED TO SUBMIT ITEMIZED QUOTATIONS TO THE OWNER'S REPRESENTATIVE FOR THE WORK CALLED FOR IN THIS BULLETIN. PLEASE SUBMIT A SEPARATE ITEMIZED PRICE, LABOR AND MATERIAL. FOR EACH ITEM LISTED, EITHER ADD, DEDUCT OR NO CHANGE. OWNER MAY ACCEPT OR REJECT ANY OR ALL ITEMS. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR THE ORIGINAL CONTRACT WHEREVER THEY APPLY. THIS REQUEST FOR QUOTATION DOES NOT CONSTITUTE AUTHORIZATION FOR PROCEEDING WITH THE WORK. ADDENDUM NO.' N1'- ADDENDUM NUMBER TO BIDDING DOCUMENTS FOR THE 02 - SERVICE CENTER SERVICE CENTER FOR STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY OF BLOOMINGTON, ILLINOIS AT 03 - ADDRESS - ADDRESS PARCEL 04 - PARCEL NUMBER BUILDING DESIGN AND CONSTRUCTION DIVISION: ONE STATE FARM PLAZA' BLOOMINGTON, ILLINOIS 61701 05 . - DATE This addendum may apply to any and. all contract. All items included herein shall be incorporated into the bid. SECTION 01010 - SPECIAL CONDITIONS 1.0 Summary of Work 3.0 Typical Applicable Paragraphs 3.1 The following paragraphs are intended to govern throughout these specifications as though repeated under each separate section, and are used to simplify the specifications and avoid repetition. 3.1.1 Interpretation of Details, Methods and Specifications. 3.1.1.1 Be responsible for the proper workmanship, installation, operation, appearance and durability of items incorporated into the project. The excuse that it was installed as detailed or specified and it does not function properly is not valid. If in disagreement with any items, details, methods or specifications, notify Owner in writing for a written clarification prior to incorporation of work. 3.1.1.2 Apply, install, connect, erect, use, clean and condition all manufactured articles, materials and equipment in accordance with printed instructions of the manufacturer. 3.1.2 Scaffolding, Staging, Etc. 3.1.2.1 Provide, install and maintain for the duration of the work, all scaffolds, staging trestles and planking necessary for the work in strict conformity with applicable laws and ordinances, and so as not to interfere with or obstruct the work of others. Provide all forms of protection necessary to keep the work of other trades free from damage, and protect the public. 3.1.3 Weather Protection 3.1.3.1 Provide protection as may be required to allow the work to continue without interruption due to weather or temperature, so as to allow completion and occupancy by the contract completion date. Extras for heating, housing, and any other form of weather protection will not be honored. Weather delays are to be accounted for in construction time. 4.0 General Building Permit 4.1 Contractor will make pick -up and pay for the building permit and other permits required by the Contract Documents. 5.0 Color Coordination 5.1 Immediately after signing the contract, submit the samples listed on the Color and Material Selection Chart, 00710 -1. All samples must be received by the Owner within four (4) weeks of contract award. 01010 -2 5.2 The Owner will provide a Room Finish Schedule based on the submitted Color Selection Chart samples to coordinate all colors of paint and factory finished materials in the building. 6.0 Warranty and Correction of Work 6.1 The Contractor shall, prior to final inspection, deliver to Owner, all written guarantees and warranties called for in the specificiations. 7.0 Operation and Maintenance, Guarantees 7.1 Contractor will provide 3 copies of complete operation and maintenance literature, all guarantees and emergency phone numbers in 3 ring, black, virgin vinyl binders. Names of contractors and a 24 -hour phone number along with day time and night time contact persons shall be included. 8.0 Cleaning Up 8.1 At the close of the project, before Owner occupancy, the Contractor shall remove labels from and clean all glass, vacuum all carpets, scrub all tile floors, damp mop all concrete floors, clean all plumbing, electrical and mechanical fixtures and equipment. In general, the entire project shall be made "ready for business" clean for Owner move -in. 8.2 Nothing in paragraph 7.1 shall be construed as to preclude the Owner from: 1. Earlier occupancy of all or portions of the Work 2. Acceptance of portions of the Work prior to Final Acceptance date, or 3. Combinations of 1 and 2. 9.0 One Year Guarantee Review 9.1. All new construction is guaranteed by the General Contractor for one year from the date of acceptance. Certain items may be guaranteed for a longer period. The construction Documents will identify the guarantee periods if different. Review all sections for applicable periods. 9.1.1 The acceptance date is established during the final Project Review /Inspection meeting between the Owner and the General Contractor. That same date, one year later, is the end of the one year guarantee. 9.1.2 Establish the commencement date in writing. 9.2 PROCEDURE 9.2.1 Approximately one month before the end of the one year guarantee period, the Regional Office is to perform an inspection of the facility and compile a list of any problems for presentation to the General Contractor. 01010 -3 9.2.2 During the one year guarantee period,. the Contractor is obligated to correct building defects (not maintenance items). 9.2.3 Major problems occuring during the year should be given to the Contractor as they occur. Items that are not serious- in nature, are to be held until the list is compiled at the end of the, year. Owner caused defects and maintenance items are not to be listed. Employees Contractors shall .. employ only fit, skilled persons to carry out the Contract; work.., Persons.incapable•,of their .. assigned work or not fit to perform their - assigned tasks shall be removed from the project, the Contractor bearing all responsibility of his and his employees' actions. 1.5.1.4 Lien releases for the previous month's payment will be required of the Contractor, his subcontractors and suppliers at each monthly payment and after final payment. 1.5.2 Continuation Sheets: 1.5.2.1 Totally fill in all scheduled component work items. Show item number scheduled dollar value /item. 1.5.2.2 Fill in dollar value in each column for each scheduled line item. Round off values to nearest dollar, or as specified /Schedule of Values. If no work has been performed or products stored, show zero amount. 1.5.2.3 At end of continuation sheets, list each Change Order approved prior to submission date. List by Change Order Number, and description, as for an original component item of work. 1.5.3 Submit four (4) copies, all original applications and all data. 1.6 Substantiating Data for Progress Payments: 1.6.1 When Owner or Architect requires substantiating data, submit suitable information, with cover letter. identifying: 1.6.1.1 Project. 1.6.1.2 Application number and date. 1.6.1.3 Detailed list of enclosures. 1.6.1.4 For stored products: Item number and identification as shown on application. Description of specific material. 1.6.2 Submit one copy of data and cover letter for each copy of application for payment. 1.7 Preparation of Application for Final Payment 1.7.1 Fill in Application Form as specified for progress payments. 1.7.2 Use continuation sheet for presenting final accounting statement. 1.8 Submittal Procedure Submit Application for Payment to Architect at times stipulated /Agreement. 1.8.2 Number: .Four (4) copies of each Application. 1.8.3: If Architect finds Application properly completed and correct, the Payment Certificate is transmitted to Owner for execution. "' 1.8.4 If Architect finds Application improperly completed or incorrect, it is returned to Contractor, with corrections noted. Submit new Certificate. State .Farm Mutual Automobile Insurance Company O'ne State Farm Plaza'. B l oom i n`gton., ,Illinois „ 02.10 Change Order No. Add - Deduct, Date Project Under your Contract dated with State Farm Mutual Automobile Insurance Company, the following changes are authorized: Thereby (increasing) (decreasing) your Contract Price in the - amount of Original. Contract Amount Total Additions STATE FARM MUTUAL AUTOMOBILE INSURANCE 'COMPANY Total Deductions Contract Revised To Date APPROVED BY ACCEPTED BY APPROVAL DATE DATE 01151 - 1 SECTION 01300 - SUBMITTAL 1.0 Progress Report 1.1 Forward weekly to the Owner an original of the Weekly Construction Report. Make the report at the end of each working week and list the following information: 1.1.1 Project location 1.1.2 Date on which report is made 1.1.3 Percentage of time elapsed 1.1.4 Percent of work completed 1.1.5 Daily weather report 1.1.5 Percent of craft work completed at job site 1.1.7 Report of materials delivered 1.1.8 Visitors to the site 1.1..9 List of delays which prohibited the work beyond the control of the Contractor. 1.2 This report should be signed by the Superintendent active on the project and by the Observing Architect. 2.0 Progress Schedule 2.1 The Contractor shall develop a standard bar graph schedule which must be provided to Owner within 15 days following contract award. 2.2 The bar graph schedule is to incorporate the work items listed below as they apply to this project. Additional items may be added for clarification. The order of the listing of the work items set out below is provided for reference only. It has been found by Owner to be an expedient, workable chronology, but Contractor is not bound to follow said order. Selection of the order is the responsibility of the Contractor, and is to bear resemblance to actual chronology:. 1. Demolition /Sitework 2. Excavation 3. Site Utilities 4. Rebar and Mesh 5. Elevator 6. Footings 7. Electrical Service Rough -In 8. Plumbing Service Rough -In 9. Foundation Walls 01300 -1 10. Underfloor Plumbing 11. Underfloor Excavation & Duct Systems 12. Concrete Slab w /base 13. Wall and Roof Framing 14. Structual Steel 15. Bar joists 16. Roof Deck 17. Single Ply Roofing 18. Exterior Doors and Frames 19. Windows 20. Exterior Building Electrical Rough -In 21. Metal Roofing and Exterior Siding, Trim and Soffit 22. Masonry 23. Electrical Entrance Panels 24. Permanent Power Installation 25. Interior Electrical Rough -In 26. Plumbing Rough -In & Pipe Insulation 27. Insulation 28. Panel Boards 29. Drywall 30. Overhead Doors 31. Interior Frames 32. Parking Lot Base 33. Parking Lot 34. Fencing /Trash Enclosure 35. Exterior Paint and Stain 36. Metal Coping /Gravel Stop 37. HVAC Ductwork & Insulation 38. HVAC Equipment 39. Electrical Interior Finish -out 40. HVAC Controls 41. Interior Doors 42. Interior Millwork 43. Kitchen Cabinets 44. Glass and Glazing 45. Caulking and Glazing 46. Ceramic Tile 47. Resilient Flooring 48. Plumbing Fixtures 49. Interior Paint and Stain 50. Vinyl Wall Fabric 51. Ceiling Grid 52. HVAC Grills and Diffusers 53. Toilet Partitions 54. Toilet Accesories 55. Suspended Lighting 56. Acoustical Ceiling, 57. Carpet and Base 58. Underfloor Duct Outlet Wiring 59. Air Balance 60. Substantial Comp- letion Date 61. Final Completion Date 2.3 The bar graph schedule will be upon a working day time basis, allowing 1/2" for each working week and will show all activities including but not limiting to, the delivery of materials, equipment, all construction operations, their description, and preceding and following events. The bar graph schedule is to be arranged for the earliest possible start, showing float time in broken lines and the critical path in heavy lines. 2.4 It shall be the responsibility of the Contractor to keep the schedule current. It shall be revised as often as necessary. 2.4.1 Contractor shall forward two (2) copies of any revised schedule to the Owner and one (1) copy to the Architect within two (2) days of a revision. 2.5 One complete, up -dated copy, with progress marked in colors, shall be kept by the Superintendent at the construction office. 2.6 Contractor's failure to furnish a bar graph schedule acceptable to Owner within thirty (30) days of contract award or to adequately maintain a current bar graph schedule, will give Owner the option to have such a bar graph schedule prepared or updated by other means at the sole discretion of Owner. Costs incurred in such bar graph scheduling done by Owner shall be charged to Contractor and deducted from the Contract Sum. Contractor shall be bound to follow the bar graph schedule prepared or updated by Owner at his own expense with no additonal costs chargeable to Owner regardless of the reason. 3.0 Various Required Submittals 3.1 Contractor to forward to Owner the following submittals at the appropriate time during the progress of the work, and be responsible for seeing that all submittals are in strict accordance with the plans and specifications. An Owner's pre -final inspection may be made two weeks prior to the final Owner's inspection. All Stock -To -Owner items may be accounted for and stored at the building during this pre -final inspection. 4.0 Submittals Required During Construction 4.1 Six (6) copies of each shop drawing submitted for approval. 4.2 Prompt concrete and soils compaction test reports. 4.3 Color and material samples as called for on forms provided. 4.4 Partial payment requests. 5.0 Submittals Required at Owner's Pre -Final Inspection 5.1 All warranty cards and copies of transmittal letters recording the equipment listed (but not limited to) that listed below per Section 01010 - 7.0. Warranty is to start in accordance with Paragraph 6.0 of Section 01010. 5.1.1 Heating and cooling equipment 5.1.2 Exhaust Fans 5.1.3 Electric drinking fountains 5.1.4 Hot water heater 5.1.5 Appliances 5.1.6 Electric door operators 5.1.7 Elevator 5.2 Prepare and forward the following diagrams, schedules and information to the Owner. This information will be reviewed and prepared for permanent display on a 30" x 11" sheet that will be placed under plexiglass in a wall - mounted frame provided and installed by the Contractor in the mechanical equipment room or other designated areas, where directed by the Owner. 01300 -3 5.2.1 Control wiring diagrams, including a schedule of temperature controls and operating sequences. 5.2.2 Valve schedule indicating number, use and normal valve position. Color code schedule. Name, address and service telephone numbers of installer. Complete sets (3) of operating, service, spare parts lists, and maintenance manuals as listed in Section 08336.5, 08360.5, 08700.4.3, 15010.9,3 and 16010.9.3. Assemble complete sets for Owner's review at a pre -final inspection. The operating manual for mechanical systems shall include a typed copy of the temperature control operating sequence if it is different from that specified, and bound per Section 01010 - 7.0. 5.2.3 5.3.4 5.3 5.4 One year manufacturer's guarantee on fluorescent lamp ballasts. In the event of a ballast failure during the guarantee period, Owner must notify Contractor. Upon notification, Contractor will arrange for a replacement of defective ballast at no cost to the Owner. 5.5 A complete set of as -built blue -lined drawings showing all changes in red pencil. 5.6 Copy of occupancy permit. 5.7 Five (5) square feet of each color and type of flooring and a minimum of 8 lineal feet of each color and type of base. 5.8 5.9 5.10 One unbroken carton of new ceiling tile of each type used. One unopened quart of each type and color of paint. Furnish factory -made door keys as shown on the hardware schedule. Two (2) square feet of each color and type of ceramic tile. Spare Fuses - see: 16200.6.3. Five (5) high tension and five (5) low tension underfloor outlets. 5.14 Ten flush, brushed aluminum underfloor duct outlet blanking. plates. 5.15 Keys and special tools for thermostats, diffusers, registers, electrical panels, etc. 5.16 Loose key handles for hose bibbs. 01300 -4 5.17 One (1) bottle of touch -up paint for each color of toilet partition. 5.18 5.19 All excess usable pieces of carpet. Copies in (triplicate of water analysis report by State Health Department - Section 15200.6.3). 5.20 Air Balance Report (Section 00740). 5.21 Ten (10) light fixture lenses to fit the 2'x4'fixtures. Lenses to be acrylic, KSH -20 type with minimum thickness of .125 ". Protect lenses from scratches and bundle together for Owner's storage and ten (10) lenses of eggcrate parabolic type specified Div. 16. -in original containers for storage. 6.0. Submittal Required During Final Inspection 6.1 Immediately after occupancy, instruct the Owner's representative in the proper operation of the mechanical system. SECTION 01500 - TEMPORARY FACILITIES 1.0 Work Specified Herein 1.1 Furnish all labor, material, equipment and services necessary to erect, and maintain temporary facilities and perform temporary work required in the performance of the Contract, including those indicated and specified. 2.0 Maintenance and Removal 2.1 Maintain temporary facilities in a proper, safe operatimg and sanitary condition for the duration of the Contract. Upon completion of the Contract, remove all temporary facilities from the premises. 3.0 Temporary Utilities 3.1 Provide, maintain, and pay for all utilities, including temporary and permanently metered, until the building has been accepted by Owner. Also provide and pay for temporary equipment, materials, power and fuel for the protection and progress of the work. 4.0 Toilet Facilities 4.1 Maintain temporary sanitary facilities for use of all workmen. Toilets shall be chemical or other approved type, as required by local authorities. 5.0 Telephone 5.1 Provide a job telephone for the entire period of construction with toll free calling both ways to greater Seattle area. Long Distance charges to be paid by Contractor. 6.0 Heating 6.1 When necessary to do any work in the building, such as painting, installation of resilient tile, etc., at times when the temperature is below 40 F., provide temporary heat for such length of time as deemed necessary by Owner or specified for the protection of the work. 6.2 Pay all expenses for temporary apparatus, its installation, proper maintenance, operation and fuel. 6.3 When temporary heat is required in the heated portion of the building after permanent heating system is installed and operating, use the heating system but pay all fuel costs and be responsible for proper operation and maintenance of the equipment. 01500 -1 7.0 Temporary Construction Equipment, and Protection 7.1 Provide and maintain all fences, barriacades, lights, shoring and other protective structures or devices necessary for the safety of workmen, equipment, the public and property as required by State, Local and Federal laws, and regulations and ordinances. 7.2 Make provisions to close and lock the building as soon as it is possible to do so. 7.3 Protect all door openings, when necessary, with temporary batten doors; and cover windows and other openings with suitable materials when weather conditions require. 8.0 Fire Protection 8.1 Provide sufficient fire extinguishers on the job site during the course of construction, of the'types and sizes recommended by the NBFU or required by local ordinances to control fires, ready for instant use. Commence no hazardous work until fire extinguishers of an approved type and capacity are placed in the working area, available for immediate use. Final fire protection system to be operable as early as possible, or as required by fire marshall or local ordinance. No combustibles work to commence until fire hydrants are operational. 9.0 Safety 9.1 The Contractor will be vigilant and responsible for maintaining job safety and security. The Occupational, Safety and Health Act Federal Safety Regulations must be followed at all times. 10.0 Office and Storage Sheds 10.1 The contractor and subcontractors shall make suitable provisions for their own office and for the storage of their materials and provide such waterproof shed as may be necessary for the protection of their materials. The • foregoing structures and equipment shall remain the property of such parties and upon completion of the work the structures shall be removed from the site and areas restored to their new condition. 10.2 Contractor shall maintain at his job site office a complete and current set of construction documents, copies of all shop drawings and submittals and as -built mark up drawings. These shall be available for review by the Owner at any time. END OF SECTION 01500 -2 • SECTION 02010 - SITE WORK 1.0 General 1.1 All labor, materials, equipment and services necessary to complete the excavating, filling, grading and related work indicated and specified including excavating backfill and compaction for mechanical, plumbing and electrical trades, placing and compaction of sub -grade underfloor fill and vapor barrier at floor slab areas and spreading and light compaction of topsoil, elsewhere. 1.2 Subcontractor is to have inspected the site and informed himself of the nature of the material to be excavated prior to executing the contract. 1.3 Verify all data indicated on the drawings. Stake out all work and verify locations and elevations. Carefully maintain all bench marks, monuments and other reference points; if disturbed or destroyed, replace as directed, at Contractor's expense. 2.0 Clearing and Grubbing 2.1 Except for items specifically noted to remain, remove all trees, stumps, large roots, brush and other obstructions from the site indicated or not. 2.2 Strip topsoil, vegetation and organic matter to its entire depth from all areas within the building lines and from areas to be occupied by drives, walks or paving. Remove all organic matter and stripped vegetation entirely from the site. 2.3 Remove all obstructions from the project area that are above existing grade. Remove all below grade obstructions (to a minimum of one foot below finished grade) such as walks, curbs, footings, and other existing improvements within the project boundary and not within the area of the building excavation. Refer'to 02112 - Demolition. 2.4 Maintain existing utilities indicated or required to remain, keep in service and protect against damage during site clearing and construction operations. 2.5 Protect existing trees and vegetation to remain from physical damage. Do not store materials or equipment within tree drip lines. Use licensed arborist for tree damage repair. Replace damaged trees that cannot be restored to full healthy growth, as determined by arborist, unless otherwise acceptable to the Owner. 2.6 Strip topsoil, surface vegetation, all organic matter and any other deleterious materials to whatever depths encountered, in a manner to prevent intermingling with underlying subsoil or other objectionable material. 02010 -1 2.7 Stockpile topsoil in storage,piles in suitable areas on the site until reused for landscaping work, or disposed of. Construct storage piles,to drain surface water freely. Stripped materials shall not be used as fill placed under the building, roadways, slabs, pavements or other :load bearing areas. 2.8 ;Excess materials resulting:from :site clearing and demolition are considered unsuitable for fill and must be.r.emoved from the site and.disposed of -in a legal manner unless specifically reserved .for reuse.:: SECTION 02112 - DEMOLITION 1.0 Genreal 1.1 Description: 1.1.1 Related Work Specified Elsewhere: Coordinate /Requirements in other Sections /Drawings 1.1.2 Permits: Procure and pay for all necessary permits or certificates required to complete the work specified. Make any and all required notifications and comply with all applicable Federal, State and local ordinances. 1.1.3 Site Conditions: Visit the site and examine the existing structures. Note all conditions as to character and extent of work involved. 1.1.4 Scope: Selectively demolish the existing rockery or other improvements as indicated in the documents, as required or as determined necessary to complete all work indicated in the documents. 1.2 Quality Assurance: 1.2.1 Requirements of Regulatory Agency: 1. Conform to State of Washington 2. Conform to City of Tukwila 1.2.2 Reference Standards: 1. Uniform Building Code 2. OSHA 3. WISHA 2.0 Products 2.1 Provide products required /inferred /other sections. Coordination /verification Contractor's responsibility. 2.2 Inspection, testing as required /indicated by regulatory agencies. 2.3 Comply with all requirements /all regulatory agencies. 02112-1, • 3.0 Execution 3.1 Protection: 3.1.1 Execute all demolition work in an orderly and careful manner. Barricade and cover as necessary to protect pedestrians, workmen and adjacent properties. Periodically sprinkle to allay dust. Protect any existing active service lines, indicated or not. Refer to Notes on drawings. 3.1.2 Avoid any encroachment on adjacent properties. Repair and make good any damage to adjoining properties, streets, sidewalks, curbs, or improvements caused by operations, including any damage or loss to adjoining tenants or property owners, whether to buildings, stocks of merchandise, trade fixtures or the like. 3.2 Demolition: 3.2.1 With the exception of any salvable items, as directed to be retained by Owner, all removed materials shall become the property of the Contractor who shall promptly remove them from the premises. No such items shall be stored or accumulated on the premises. Remove to legal dumpsite. 3.2.2 Entirely demolish that portion of any improvement indicated to be removed. Generally demolish structures down to existing grade level and concrete work to one foot below existing grade, except as otherwise indicated on drawings. 3.2.3 Remove, cap & abandon or otherwise render non-usable all utilities encountered within the building area. Coordinate with Utilities, and comply with their. requirements. 3.2.4 Remove curbs and asphalt, etc. to extent required, ready for new work. 3.3 Salvaged Materials: 3.3.1 All items deemed salvable by Owner will either have been indicated on the drawings, removed prior to start of alteration work or will be directed by Owner to be stored by Contractor and remain the property of the Owner or will be directed by Owner to be sold by Contractor with proceeds accruing to Owner. 3.4 General Patching and Subgrade Preparation: 3.4.1 Perform any and all cutting and patching and general restoring as may be occasioned by the alteration work. 3.4.2 Backfill any excavations caused by demolition work. Compact as specified. 3.6 Cleaning: 3.6.1 Clean debris from demolition as work proceeds. Remove debris from site on daily basis. 3.6.2 Remove any debris deposited on public rights -of- way:;. immediately upon deposit. 3.6.3. Leave site in condition suitable to begin reconstruction immediately upon completion of demolition in accordance with schedule. 1.2 1.3 SECTION 02210 - SITE GRADING General Immediately upon completion of backfill operation, rough grade the area adjacent to the building to facilitate the movement of materials and construction operations. Keep area graded to avoid standing water. Complete grading in all areas with reasonably smooth, compacted surface free of irregularities. Rough grade areas indicated for lawns or landscaping to within 6" of finish elevations, and to within one-tenth of a foot tolerance. Finish grading of areas designated for lawns and plants by placing and spreading topsoil to a lightly compacted depth of 6". Grade to smooth, regular surface, hand rake to remove large stones, clods of earth, roots and debris and to within one-tenth of a foot of indicated grade, curbs or sidewalks. 1.3.1 Topsoil shall be fertile, friable soil of the region, free from lumps, grass roots, sod, toxic substances, debris, vegetation, and stones more than 1" in diameter. Topsoil shall contain no added mixtures of subsoil, stiff clay or other substances harmful to growth. 1.3.2 Topsoil shall not be delivered to the job site until ready for use or used in a muddy or frozen condition. 1.4. Clear and remove from site all excess materials and construction debris. Finish site grading at property boundaries with neat and natural grade transitions. Dispose of all excess materials and debris in a legal manner. SECTION 02220 — BUILDING EXCAVATION & FILL 1.0 General 1.1 Provide all labor, materials and service necessary to complete the building excavation, fill and related work indicated on the plans and specified herein. 1.2 Locate existing utilities by hand excavation and provide protection from damage. Cooperate with Owner and utility companies for maintaining services. Do not break utility connections without repairing, unless directed otherwise by Owner or utility. 1.3 Repair damage to existing utilities as directed by utility company and pay all costs. 1.4 Do not bring explosives onto site or use in the work without prior written permission from authorities having jurisdiction and approval of the Owner. Contractor is solely responsible for handling, storage and use of explosive materials when their use is necessary and permitted. 1.5 Protect structures, utilities, sidewalks, pavements, and other facilities in areas of work. Barricade or adequately cover open excavations and provide warning lights as required by authorities. 2.0 Excavation 2.1 Excavate for structure to elevations and dimensions shown, extending excavation a sufficient depth and width to permit placing and removal of other work and for inspection. Trim bottom to required lines and grades to provide solid base to receive concrete or other work. 2.2 Remove and dispose of material encountered to obtain required subgrade elevations, including pavement, obstructions visible on ground surface, underground structures and utilities indicated to be removed. 2.3 Rock excavation consisting of boulders over 1/2 cu. yd. solid rock, rock in ledges, and rock -hard cementitious aggregate deposits if encountered, will be determined by the Owner and paid for on a unit price basis or other agreed method in accordance with contract conditions relative to changes in the work. 02220 -1 2.4 Unauthorized excavations (removal of materials beyond indicated subgrade elevations) may be filled and compacted with acceptable material, filled with lean concrete, or corrected by extending the indicated bottom elevation of the footing to the lower elevation as directed by the Owner at no additional cost to the Owner. 2.5 If unsatisfactory soil materials are encountered at design elevations, continue excavation as desired by the Owner. If conditions are not a result of the Contractor's negligence, additional excavation and replacement with approved material shall have volumes determined by actual cross section measurement of the excavated area. The Contractor shall document additionally required excavation by submission of a drawing showing actual area and depth. Said documentation shall be verified and show the signature of the Owner or the Observing Architect. Additional excavation because of unsatisfactory soil conditions shall be paid for in accordance with unit prices in the Contract Documents. 2.6 Stockpile excavated materials where directed until required for fill and backfill, if usable and recommended by Geotechnical Engineer. 2.7 Provide bracing and shoring as required in excavations, to maintain sides and to protect adjacent structures from settlement, complying with local and federal codes and safety regulations. Maintain until excavations are backfilled. 3.0 Fill 3.1 Subbase fill material below building slabs shall be naturally or artificially graded mixture of pit run gravel with boulders removed (if any), or natural or crushed sand, as acceptable to the Owner and Geotechnical Engineer. Refer to Soils Report. 3.2 Drainage fill ( "washed gravel ") shall consist of washed, uniformly graded mixture of crushed stone, or crushed or uncrushed gravel, with 100% passing a 1 -1/2" sieve and not more than 5% passing a No. 4 sieve, or as required by Soils Report. 3.3 Backfill for areas outside the foundation walls shall be acceptable soil material free of clay, or rock or gravel larger than 2" in any dimension, and free of debris, vegetable matter, waste and frozen materials. Do not backfill any utility lines until lines are tested and approved ready for cover. Backfill foundation drains with clean, free draining materials as recommended by geotechnical engineer or specified. 3.4 Place backfill and fill materials in layers of 6 ", but not more than 8" in loose depth, compacting each layer to required maximum density. Do not place materials on surfaces that are muddy, frozen, or contain ice or frost. Refer to Soils Report. 02220 -2 3.5 Compact each layer of backfill and fill soil materials and the top 12" of subgrade for structures, slabs, and pavements to 95% minimum density ASTM D1557, for cohesive soils and 95% for cohesionless soils, unless otherwise called for on the drawings or in soils report. Provide compaction tests by an independent soils testing laboratory to determine compliance with the specified density of each material classification. The testing laboratory shall be selected by the General Contractor and approved for use by the Owner. The Owner or his inspector shall be given 48 hour reasonable notification of the need for testing so that testing may be witnessed. The Owner or his inspector shall determine the frequency and quantity of tests. The Owner will pay all testing charges of the testing laboratory for all passing tests. The Contractor shall bear all other costs in connection with preparation for and conducting the compaction tests. The testing laboratory shall promptly submit certified, dated copies of the compaction test reports directly to the Contractor, Owner and observing Architect. If the tests disclose any areas of non compliance with the specified densities, the Contractor shall re -work and recompact as necessary at his'own expense and the areas shall be retested. Charges and costs for tests showing non - compliance shall be the responsiblity of the Contractor. 4.0 Grading 4.1 Grade areas immediately adjacent to the building excavation as indicated, including adjacent transition areas, with uniform levels or slopes between finish elevations. Shape surface of areas to within 0.10 above or below required subgrade elevation, compacted as required. Requirements for site grading shall be specified in the section of Earthwork and Site Grading. 4.2 Repair and re- establish grades in settled, eroded, rutted or otherwise damaged areas. In damaged compacted areas scarify the surface, re- shape, and compact to required density prior to further construction. 4.3 Transport acceptable excess excavated material to designated soil storage areas on the site and stockpile or spread as directed. Remove and dispose of excess excavated material, unacceptable excavated material, trash and debris from the site in a legal manner. END OF SECTION 02220 -3 SECTION 02550 - SITE UTILITIES 1.0 Excavation 1.1 Shape the bottom of utility trenches true to line and grade. 1.2 Allow no excavated material to accumulate on the site or beyond the project boundary, without permission of Owner. 1.3 Remove and dispose of all excess material in a legal manner. 2.0 Backfilling 2.1 Backfill evenly, using only readily compactible materials. Compact to 95% maximum density at optimum moisture content, unless a different compaction otherwise noted in soils report or other documents. 2.2 2.3 2.4 Do not backfill over utility lines unless tested and approved ready for cover. Place fill by spreading evenly layers not exceeding 6" and thoroughly compacting each layer. Backfill material as called for on the site grading and drainage plan shall meet the approval of the inspecting engineer and be free of excess clay, loam, large stones or other deleterious materials, and shall meet local, State highway and other applicable codes. (Refer to Soils Report) . 3.0 Compaction 3.1 Compaction of subgrade is noted on drawings. 3.2 Provide compaction tests by an independent' soils testing laboratory to determine compliance with the specified density of each material classification. The testing laboratory shall be selected by the General Contractor and approved for use by the Owner. The Owner or his observer . shall determine the frequency and quantity of tests. The Owner will pay all testing charges of the testing laboratory for passing tests. The Contractor shall bear all other costs in connection with preparation for and conducting the compaction tests. The testing laboratory shall promptly submit certified, dated copies of the compaction test reports directly to the Contractor, Owner and observing Architect. If the tests disclose any areas of noncompliance with the specified densities, the Contractor shall rework and recompact as necessary at his own expense and the areas shall be retested. 02550 -1 4.0 Utility Identification 4.1 Underground water. gas, electrical and telephone services are to be identified by use of. warning tapes buried one foot below finish grade when utility trenches are backfilled, and ends marked with 4x4 wood posts painted white and labeled for utility and depth. 4.2 Refer to individual utility specification sections for additional information. Coordinate with all trades. 5.0 Utility Installation 5.1 All underground utilities, gas, water, electrical, storm system, footing drains, sanitary sewer, etc., shall be installed per local and State codes and applicable standards as noted on drawings or individual utility Sections. 5.2 Footing Drains: Footing drains are to be perforated PVC covered with filter fabric and bedded in washed, free draining material a minimum of 6" on all sides of pipe. Size minimum of 4" unless necessarily larger by calculation or shown on site or other drawings. SECTION 02612 - ASPHALT PAVING 1.0 Summary of Work 1.1 All labor, materials, equipment, transportation and services necessary to furnish and install the base course and asphalt paving materials indicated and specified. Materials Use locally available materials and aggregate gradations which exhibit a satisfactory record of previous installations and as indicated below: Base course aggregate shall be sound, angular crushed stone or crushed gravel. Surface course aggregate shall be sound crushed stone or crushed rock and sharp edged natural sand. Mineral filler shall be limestone dust, Portland Cement or other inert material complying with AASHTO M 17 (ASTM D 242) . Asphalt cement shall comply with AASHTO M 226 (ASTM D 3881); viscosity grade AC 20, AR -8000. Prime coat where required, shall be cut -back asphalt; MC -30, MC -70 or MC -250. Tack coat, where required shall be emulsified asphalt, SS -1, SS -1h, CSS -1 or CSS -1h, diluted with one part water to one part emulsified asphalt. No cutting of asphalt is allowed after final course laid. 2.1.7 Lane marking paint shall be chlorinated rubber -alkyd type, FS TT -P -115, Type III, yellow. 2.1.8 Asphalt treated base (ATB) shall consist of a compacted course of base material which has been weather proofed and stabilized by treatment with an asphalt binder. 3.0 General 3.1 Ground surface beneath asphaltic concrete paving shall be treated with weed killer applied uniformly and at the rate recommended to prevent new growth and kill old growth for minimum of five years. 3.2 Use hot plant asphaltic concrete mixed at a central mixing plant. Spread and compact on a prepared base to the thickness indicated. 02612 -1 3.3 Place asphaltic concrete only when the surface is dry, and when the temperature in the shade is 400 F., or above and rising, and when weather conditions are suitable. Place no asphaltic concrete when the weather is foggy or rainy, or when the base on which the material is to be placed contains frost or moisture in excess of the optimum. 4.0 Placing 4.1 Deliver asphaltic concrete at a temperature no higher than necessary for placing, finishing and spreading, but high enough to accomplish the work. If ordered by the inspecting Engineer, furnish tarpaulins to cover all loads during transportation. No "free- treating" fluid allowed in the truck bodies at the time of loading. 4.2 Handle the mixture at all times to prevent segregation. Use self - propelled spreaders. Spread the material so there are no areas of excess coarse or fine material. Surface to be free of voids or segregated materials. Rework until surface is acceptable to Owner or Architect. 4.3 At areas inaccessible to the spreading or compacting equipment, spread and compact the mixture by other methods approved by Engineer. 4.4 Place the asphaltic concrete on smooth, firm base true to grade and cross section as indicated. Remove all irregularities such as humps or high spots so the paving surface will be of uniform thickness, free of "bird baths." 4.5 No additional compensation will be allowed for materials and work incidental to the correcting of any irregularities. 4.6 At joints between the new asphalt concrete and other pavement or curbs, paint the existing material with asphalt tack coat. DO NOT slop tack coat onto curb face or surface of previously placed asphalt materials. 4.7 If interruption occurs during placement of asphalt materials and the project is shut down, clean the surfaces and reapply a tack coat before resuming work, per above. 4.8 Remove and replace areas showing blisters, buckles or ravels and any portion of the pavement showing depressions or pockets due to improper or faulty base structure as directed. 5.0 Surface Requirements 5.1 Compact the surfacing thoroughly, smooth and true to grade and cross section and free from ruts, humps, bird baths or irregularities. Maintain surface tolerance to within 1/4" measured in any direction with a 10' straight edge. Remove and replace any defects and any areas not within the specified tolerance. 02612 -2 5.2 Where corrections are necessary, cut out along neat straight lines, apply tack coat, and replace with fresh hot mixture and thoroughly compact to conform with and bond to the surrounding edge, per 4.6 above. No tack coat on final surface allowed. 5.3 The asphalt areas, when patches or corrections which create a patchwork appearance and which exceed five percent (5 %) of the paved, area shall receive an additional lift of asphalt of a sealcoat as described in section 02612.7. Sealcoat shall be provided by the Contractor at no additional cost to the Owner to create a finished, new surface appearance. 6.0 Verification 6.1 Furnish a statement supported by weight tickets showing the following: 6.1.1 The area paved 6.1.2 Calculations showing the minimum amount of materials required 6.1.3. Amount actually used 6.2 The Owner may elect to core the completed paving to verify compliance with plans and specifications. The Unit Price to core, test and patch the test location will govern if coring is directed. Coring shall be performed at locations selected by the Owner or his representative. The Contractor shall repair, restore or replace as directed, without additional charge, any portion of the paving proven in noncompliance with the plans and specifications or showing creeping, cracking, raveling, softening or other defects. The Contractor will be responsible for the costs of coring and filling on all tests showing noncompliance. 7.0 Sealant (when required by 02612.5) 7.1 Furnish and apply sealcoat materials that meet or exceed Federal Specifications R. P 355d. Material shall be suitable for application without dilution in a relatively suitable heavy film by squeegee, brush or approved mechanical methods to give, upon curing, a continuous and adherent protective coating on asphalt pavement. SPRAY APPLICATION NOT ACCEPTABLE. 7.2 Chemical and Physical Requirements shall be: Water % Non Volatiles % Ash Non Volatiles % Solubility CS02 % Specific Gravity 250. C 53 Maximum 47 Minimum 30 -40 20 Mimimum 1.21 Minimum 02612 -3 7.3 Additive for Coal Tar Sealcoat - To the above product, add on -site, an emulsified polymeric epoxied fortifier for coal tar pitch. Product name and code number is "Chem -Gum" #61G manufactured by Goodyear Chemical Company. Contractor shall add to the coal tar sealer at the rate of 15 gallons per 1000 gallons (3% of the solid content of the sealer). 7.4. Sand shall be clean, hard and durable, free from clay, salt and organic matter, and well graded within the following limits: i U.S. Sieve Total $Passing No. 16 100% No. 20 85 -100% No. 30 15 -85% No. 40 2 -15% No. 100 0 -2% 7.5 Water shall be fresh and clean. Temperature shall be between 450. and 850. F. 7.6 Mixing application shall be as follows: 7.6.1 Up to, but no more than, 10% (by volume) of water may be added, if necessary, to maintain consistent workability under varying ambient and pavement temperatures. 7.6.2 Mixing of Sand Slurry - Sand (preferably damp) shall be mixed with material at the rate of two to four pounds for each gallon of material. The total amount of water used for dampening dry sand shall in no case exceed the 10% total allowable. Coal tar sealer shall be put into the mixer, then sand (and water as necessary) shall be added slowly, at the predetermined amount within the above limits, mixing continuously to produce a homogeneous slurry mixture. 7.6.3 Quantities of Materials. First Application Sand Slurry Material Sand (dry weight) Second Application Seal Coat Material 0.10 to 0.15 Gal. /Sq. Yd. 2 to 4 punds per Gal. of material 0.08 to 0.10 Gal. /Sq. Yd. 02612 -4 7.6.4 Placement of First Application - Sand Slurry: Pavement surface is to be fogspray dampened, but free of standing water. Apply sand slurry uniformly by medium -soft rubber squeegee, or approved mechanical equipment design for this purpose. Where pavement surface is unusually rough or very smooth, plastic - bristled brush application is permissable. Total coverage shall be at a minimum rate of 0.10 gallon per square yard. 7.6.5 Placement of Second Application - Sealcoat: When sand slurry application has set sufficiently so that it will take traffic without scuffing, and it is clean, one coat of sealer (without sand) shall be applied uniformly over the entire area at a minimum rate of 0.08 gallon per square yard. This application shall be by same method as first . application (spray application not acceptable) and shall be free of voids and holidays. 7.6.6 Cure - the completed surface treatment is to be allowed to cure for at least 24 hours under good drying conditions, and then tested for traffic durability before opening it to regular usage. 7.6.7 Weather - Materials shall not be applied when weather is foggy or rainy, or when ambient temperature is below 550.F, nor if such conditions are anticipated during a twelve hour period after application is complete. 8.0 Traffic Marking Lines 8.1 Furnish and install traffic marking, parking, lettering, symbols, and directional painting as indicated on drawings, or required by local building authority. 8.2 Painting shall not be performed on bituminous surfacing until the surfacing has cured for two (2) weeks, or unless otherwise authorized in writing by the Owner. 8.3 Use as many coats as required to produce dense, completely opaque lines, in no case fewer than 2 coats. Application rate to be the same for all portions of all markings. SECTION 02650 - CONCRETE PARKING AREA PAVING ALTERNATE #5 1.0 General Conditions 1.1 The general conditions of the Contract and any supplemental general conditions bound herewith are part of this specification. This Contractor will consult them in detail for instructions pertaining to work under this trade. All bids must be based on materials specified as standards. 2.0 Scope of Work 2.1 Furnish all labor, materials, formwork, equipment and services required to complete all concrete parking area work, as shown on the drawings and specified herein as an alternate to asphaltic concrete paving shown under base bid. Final elevations shall be as shown on the plans. 3.0 Work Not Included 3.1 All foundations, footings, interior floor slabs on grade, building perimeter sidewalks, mechanical equipment slabs and curbs as shown on the C -1 and C -2 plans. 4.0 Materials 4.1 Design mixes to provide concrete with the following properties: 4.1.1 A minimum 28 -day compressive strength of 4,000 psi (modulus of rupture = 570 psi) to conform to the requirements of the ASTM C 94 Specifications for Ready -Mixed Concrete. 4.1.2 A minimum cement content of 5171b. per cubic yard (5.5 U.S. bags). In areas exposed to any freeze -thaw cycles annually or to the use of de -icing salts, a minimum cement content of 564 lb. per cubic yard (6.0 U.S. bags) and an entrained air content of 5% - 8 %. Use Type I Portland Cement with an air - entraining agent conforming to the requirements of ASTM C 260. 4.1.3 Concrete aggregates conform to ASTM C 33. One -inch maximum coarse aggregate. 4.1.4 Maximum water content in mild climates is 0.44 lb. /lb. of cement (5.0 gal. /bag) and in severe climates 0.35 lb. /lb. of cement (4.0 gal. /bag). Use clean water that is free from deleterious amount of acids, alkalies, or organic materials. 4.1.5 Maximum allowable slump is 4 inches. 4.1.6 Expansion joints are to be 1/2 inch thick asphalt impregnated premolded fiber. 02650 -1 4.1.7 Poured joint sealer shall conform to ASTM D 3405. 4.1.8 Use curing compound of the white liquid membrane - forming type (Type 2) shall conform to ASTM C 309, Class B. 4.1.9 Reinforcing steel need not be used when concrete is properly jointed as outlined in Section 9.0. 4.1.10 Calcium Chloride is prohibited from use in concrete. 5.0 Subgrade Preparation 5.1 The subgrade shall be uniform in composition and compaction of material. Remove all organic material. 6.0 Concrete Placement 6.1 Deposit ready -mixed concrete, hauled in truck mixers or truck agitators, in place within 90 minutes from the time the water is added to the mix. Do not retemper concrete by adding water or by other means. Reject concrete that is unsuitable for placement as delivered. 6.2 Before placing concrete, remove all water, snow and ice, hardened concrete, and foreign materials from the subgrade. Thoroughly clean and secure all forms in position and coat with a form - release agent. Place per hot or cold weather placing recommendations of the ACI 305 and 306, as necessary due to weather conditions at time of placement. 6.3 Place, strike off, and consolidate concrete with a mechanical finishing machine, vibrating screed, or by hand - finishing methods approved by the inspecting engineer. If a screed is used, a depth of at least 2 inches of concrete is carried in front of the screed for the full width of the pavement. In lieu of using fixed forms, the Contractor may place concrete with a slip -form paver designed to spread, consolidate, screed, and float - finish the freshly paved concrete in one complete pass of the machine. Maintain final elevations as shown on the plans. 7.0 Finishing 7.1 Strike off and consolidate all concrete with a wood bullfloat to remove any high or low spots.. Use bullfloat to a minimum. Do not trowel finish. Make final skid - resistant finish with a burlap drag or broom. 02650 -2: 8.0 Curing 8.1 Cure the concrete by protecting it against loss of moisture, rapid temperature change, and mechanical injury for at least three days after placement. After all free water has disappeared from the surface, uniformly spray a liquid membrane forming compound on all exposed surfaces. 8.2 When concrete has been 8laced in cold weather and the temperature is below 35 F., straw, hay, insulated curing blankets, or other suitable material shall be placed to protect the concrete. Remove concrete injured by frost action and replace at the Contractor's expense. 9.0 Joints 9.1 Contractor is to prepare a jointing plan and have it approved by the Owner's representative before paving begins. 9.2 Form control joints or contraction joints by one of the folllwing methods: sawed, hand - formed, or formed by premolded filler. Joint depth is equal to 1/4 of the slab thickness. Hand - formed joints have a maximum edge radius of 1/4 inch. No "zip - strips" allowed. Begin sawing of joints as soon as the concrete has hardened sufficiently to permit sawing without excessive ravelling, usually 4 to 24 hours. Saw all joints before uncontrolled shrinkage cracking occurs. Joints are continuous across the slab, unless interrupted by full depth premolded joint filler or curbs. Recommended maximum joint spacing is 30 times the depth of slab in inches. Clean and seal all control and expansion joints and any joint opening wider than 1/4 inch before opening parking area to traffic. 9.3 Provide expansion joints or isolation joints to isolate fixed objects abutting or within the paved area. Use a premolded joint filler for the full depth of the slab. 10.0 Opening to Traffic 10.1 The pavement can be opened to limited traffic at the end of three full days. The compressive strength of the concrete at three days must be 1,800 psi to avoid damage from construction traffic. Restrict traffic to passenger cars and light trucks until at least seven days after concrete is placed. 11.0 Traffic Marking Lines 11.1 Furnish and install traffic marking, parking and directional painting as indicated on the drawings. Traffic paint shall conform to Federal Specifications TT- P -115D. Color to be yellow. Refer to marking lines paragraph in Section 02612 - 8.0 026503 12.0 Quality Control 12.1 The Contractor shall employ, at his own expense, a separate testing laboratory acceptable to the Owner to perform.. quality control testing and to submit test reports to the Owner. 12.2 The following tests shall be performed or samples:: obtained during placement: 12.2.1 Compression Strength - ASTM C 39, one set of concrete for each day's pour; if more than 50 cubic yards are poured in one day, a second set shall be made. Two specimens to be tested at 7 days and two at 28 days. 12.2.2 Air Content - ASTM C 231, one test for each set of compression strength cylinders. 12.2.3 Slump - ASTM C 143, one test for each 25 cubic yards of concrete, minimum one per day. 12.3 Report test results in writing to the Owner and Contractor on the same day tests are made. Report shall include date and appropriate in- place location of sample. SECTION 02740 - IRRIGATION SYSTEM ALTERNATE #2 1.0 Scope of Work 1.1 Furnish and install the complete underground irrigation system as shown on the drawings and specified herein, including all labor, materials, equipment, apparatus, and services for the testing, adjusting, retesting and re- adjusting as required to place the system in an approved operating condition, the work shall include but not be limited to the following: Arrange for, obtain and pay for all necessary permits, bonds, and fees. Excavating, backfill and compaction for all work as specified, and is to include all machinery and labor. To complete underground irrigation system from the existing stub connection, throughout the site, including piping, fittings, valves, drains, sprinkler fittings, sprinkler heads, and any other necessary appurtenances. Complete irrigation system for all areas as shown on the drawings. Removal, protection, and relaying of all turf and /or sod as required. To furnish and install all underground piping, manifolds, fittings, valves, valve boxes, valve covers, electric sectional valving and appurtenances as shown on the drawings. 1.1.7 To furnish and install all automatic control devices and underground low voltage cables. 1.1.8 To test the entire underground piping system. 1.1.9 To furnish and install sprinkler heads as shown on the drawings. 1.1.10 To regulate and adjust all sprinkler heads, timed sequence control devices, sectional valves, rain overrider, etc. 1.1.11 To furnish a qualified sprinkler system technician to instruct the Owner's operating personnel in the maintenance and operation of the irrigation system, and to furnish all O &M information for inclusion in manuals. 1.1.12 The Contractor shall show on the enclosed drawings any changes he proposes to make (if any) and indicate, by attaching a letter to his bid, the amount of price change to his base bid caused by the changes. 02740 -1 1.1.13 Protection of Work, Property and Persons A. Take all necessary precautions to protect work in progress, all property, persons, walks, curbs, pavement and buildings from any damage that might be incurred arising from this Contract. Repair, at Contractor's expense, any damage to the above and existing landscape. 1.1.14 Conduct of Work A. The Contractor shall continuously maintain a competent superintendent or foreman during progress of the Work, with the authority to act in all matters pertaining to the Work. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under control. Subcontractors shall not be recognized and all persons engaged in the Work shall be considered employees of the Contractor and their work shall be subject to the provisions of the Contract and specifications. B. The Contractor shall confine operations to the working areas allotted by the Owner, including material and equipment storage. C. The Contractor shall progressively clean the Work site of debris and rubbish as the Work proceeds. D. The Contractor shall repair to the satisfaction of the Owner or Owner's representative, any damage to existing utilities. Existing known utilities have been shown on the Architectural /Engineering and Survey Drawings and will be made available from the Owner or Utility Companies. It will be the Contractor's responsibility to verify these locations on the ground with a pipe- finder or by other means. Notification of Utility Companies before excavation is mandatory. The Contractor shall be responsible for the protection of existing known utilities. Should the work intercept and damage any existing utilities, all further work within said area shall stop until the Owner is advised and the Owner can review a repair method and schedule. E. The Contractor shall be responsible for the provisions of barricades and safety guards, and any other structures or improvements necessary for the complete protection of the public. F. Any of the Owner's property, including existing buildings, equipment, piping, pipe covering, sewers, sidewalks, landscaping, etc., damaged by the Contractor shall be replaced or repaired by the Contractor in a manner satisfactory to the Owner at the Contractor's expense before Final Payment is made. 02740 -2 . 02740-3 G. The Contractor is responsible for all damage to the grounds, walks, roads, buildings, piping systems, electrical systems and their equipment and contents caused by leaks in the piping systems being installed or having been installed by him. The Contractor shall repair all damage at his expense and in a manner satisfactory to the Owner. 1.1.15 System Protection A. As a part of the guarantee under this contract, the Contractor shall be responsible for the deactivating and draining of the system prior to the onset of the freezing season and for reactivating the system at the onset of the spring growing season; each task must be accomplished once during the one (1) year guarantee. In the event the system is completed in a season when the system will not be in use, the Contractor will winterize the system upon completion of testing (and approval by the Landscape Architect) and reactivate the system in the spring. The Contractor shall, upon completion of the winterizing phase, submit a letter to the Owner certifying that the system was winterized and drained and indicate the date which such action was accomplished. The Contractor shall be liable for any damage resulting from failure to comply. The Contractor shall notify the Owner forty -eight (48) hours prior to the work so that an Owner's representative can be present during the winterizing and reactivating phases of work. 1.1.16 Tests A. Where indicated on the Drawings and /or in the Specifications that tests are to be witnessed by the Architect and /or Owner's representative, the Contractor shall give advance notice of forty -eight (48) hours in writing to the Owner and Architect. A.1 Pressure Test: All system joints, connections, couplings, valves and all other junction points shall be left exposed until completion and acceptance of the pressure test. All leaks, however minor, shall be repaired and corrected. The Owner shall be present during the tests. The total sprinkler irrigation system shall be pressure tested for acceptance. A.2 Performance Coverage Tests: Upon completion of the system installation and after the flushing and pressure tests are completed, the Contractor shall operate the system in the presence of the Architect and Owner. The automatic system shall be cycled to the satisfaction of the Owner. The Owner may request that up to five (5) percent of the total nozzles be substituted and five (5) percent of the heads to be relocated at no extra cost to the Owner, to obtain proper coverage. B. The Contractor shall PRE -TEST for Pressure and Performance Coverage prior to the Owner's review of said tests to confirm that the irrigation system will meet the requirements of the specified tests. SHOULD ADDITIONAL TEST REVIEWS BE REQUIRED DUE TO THE FAILURE OF THE CONTRACTOR TO PERFORM SAID TESTS, THE CONTRACTOR SHALL CONTRACT WITH AND PAY THE ARCHITECT THE SUM OF SIXTY DOLLARS ($60.00) PER HOUR AND ACTUAL COST OF EXPENSES FOR EACH ADDITIONAL TEST. 1.1.17 Submittals A. Contractor must submit samples and /or manufacturer's "Catalog Cuts" of all material as noted in the Specifications. Failure to do so may result in non- acceptance of materials already used or hauled to the site. Any removal or delays incurred will be at the expense of the Contractor. All samples submitted for approval must be unaltered and of quantity sufficient to allow for proper review. 1.1.18 As Built Drawings A. The Contractor shall maintain a current record of all pipe, head and other equipment placement and shall record any variations approved by the Owner. Upon completion of the irrigation system and prior to release of the final payment, the Contractor shall provide the Owner with a neat and legible reproducible mylar "As Built Drawing" of the complete irrigation system, and any permanent structure sufficient for location after burial. 1.1.19 Pipe Sleeves A. Provided and installed by the Contractor as shown on the Drawings. CONTRACTOR MUST COORDINATE LOCATION AND INSTALLATION OF PIPE SLEEVING WITH OTHER IMPROVEMENTS. 1.2 "Or Approved" Clause 1.2.1 Unless the clause "or approved" is used in the specifications pertaining to the material or article, only the specified item or one of the specified items shall be used. In the event, however, that the clause "or approved" is used in the specifications pertaining to a material or article, the written approval of the Owner must be obtained prior to purchase or use of any substitute. Such approval or disapproval shall be considered final. No substitution will be allowed in the event the Contractor fails to order materials in a timely manner to meet delivery schedules and bar chart schedules. 02740 -4 1.2.2 The sprinkler system has been designed specifically for the use of sprinkler equipment - (see material specifications) - as manufactured by Weather *matic Irrigation Division of Telsco Industries and Toro. Pipe sizes have been determined by computation of pressure losses in the piping based on the consumption and required operating pressure of the specified sprinklers. The positioning and placement of the sprinklers have also been determined by the operating characteristics of the specified sprinklers. Therefore, substitution of sprinklers of another make cannot be approved without first determining that such substitution will not destroy the operation and intent of design of the sprinkler system. 1.2.3 In view of the foregoing, the following procedure must be used to obtain approval of a substitute sprinkler (Refer to Section 00200 - 3.0 for timing, etc.) 1.2.3.1 The bidder desiring to make a substitution for the specified sprinklers shall submit the following to the Owner: A. Actual samples of each type sprinkler head proposed as a substitute. B. Manufacturer's catalog sheet showing full specifications of each type sprinkler proposed as a substitute, i.e. discharge in GPM, minimum allowable operating pressure at the sprinkler, maximum allowable spacing and distance of throw (coverage). C. Detailed pressure loss computations based on the consumption of the proposed substitute sprinkler, if the manufacturer's specifications show that any one of the three characteristics in (B) is at variance with the specified sprinklers. These pressure loss computations must prove that the proposed substitute sprinkler will perform in accordance with the intent of the designed sprinkler system either with the same piping and head layout design or with a change of either. (If a design change is required, detailed drawings must accompany the request for approval of the substitute.) The detailed pressure loss computations must encompass the following: (1) A total design pressure of not more than 70 P.S.I. (Design pressure is defined as maximum pressure required to overcome all pressure losses and leave a residual pressure at the sprinkler not less than the manufacturer's specified minimum pressure requirement.) 02740 -5 (2) Pressure loss computations must be based on an acceptable table of pressure losses for the type and size pipe to be used. (3) As all pressure loss tables are for straight pipe only, an acceptable allowance must be made for the additional losses incurred in fittings. (4) Allowance must be made for the pressure drop through all valves based on the specifications of the manufacturer of each type valve. (5) The "Turf Irrigation Manual" may be used as an authority at the discretion of the Owner. 1.2.3.2 The decision of approval or disapproval will be based on the comparative ability of the sprinkler to perform fully all purposes and functions of mechanics and general design considered to be possessed by the specified sprinkler. 1.2.3.3 Approval of a substitute sprinkler shall not relieve the Contractor of his responsibility to demonstrate that the final installed sprinkler system will operate according to the intent of the originally designed and specified system. 2.0 Laws, Permits, and Inspections 2.1 All work shall comply in every respect with all City and State requirements, laws, ordinances, and rules. 2.2 The irrigation contractor shall obtain and pay for all licenses, permits, and inspections required by law for the work specified herein and the accompanying drawings. 2.3 This will include backflow prevention equipment required by the City and the State, unless plan indicates the equipment has already been installed. 3.0 Field Record Drawings 3.1 Upon completion of the irrigation system, a complete "as built" drawing will be submitted to the Owner. This drawing shall indicate thereon all pipe sizes, valve locations, dimensional data from building walls and column center . lines, to the center lines of the piping and valves, sprinkler heads, etc. Accompanying the as- builts shall be guarantees, instruction sheets and parts lists, covering all operating equipment, bound into a three ring binder with all other 0 & M information and guarantees. 02740 -6 • 4.0 Site Review 4.1 Contractor shall carefully examine the work site, local conditions, specifications, site plan and the building mechanical equipment room to familiarize himself of any existing conditions and limitations that may apply to the Work. 4.2 Contractor shall make any minor adjustments in location or alignment of the new Work to avoid existing utilities or other installed items of the work. 4.3 Contractor shall report to the Architect all deviation and /or conflicts between Drawings, Specifications and site conditions. Extra work arising from failure to do so shall be done at the Contractor's expense. 4.4 Prior to the start of any work, the Contractor shall verify static pressure (PSI) and gallons per minute (GPM) at point of connection to water service. 5.0 Materials 5.1 Many materials chosen for the design of the sprinkler system have been specifically referred to by the manufacturer so as to establish the level of quality and performance required by the system design. 5.2 Copper Piping 5.2.1 Copper piping shall be Type K, hard copper, and will be used on all exposed pipe. 5.2.2 Copper pipe fittings shall be wrought solder -type cast joint fittings. 5.3 PVC Pipe 5.3.1 All PVC pipe shall be virgin, high impact, poly -vinyl chloride having a minimum working pressure rating of Class 200 or Schedule 40. All PVC pipe shall be continuously and permanently marked with manufacturer's name, material, size, and schedule of type. Pipe shall conform to U.S. Department of Commerce Commercial Standard CS 207 -60, or latest revision. Material shall conform to all requirements. of Commercial Standard (CS 256 -63), or latest revision. 5.3.2 Solvent welding shall cause complete leakproof plastified joint upon evaporation. Solvent shall conform to U.S. Government Specification No. GS- 256.63. 02740 -7 5.3.3 PVC pipe upstream of the control valves shall be Schedule 40 and conform to all requirements of ASTM D1785. 5.3.4 PVC pipe (zone lines) downstream of the control valves shall be Class 200 (pressure rated for 200 psi), and conform to all requirements of ASTM D1785. 5.3.5 All pipe shall be marked with manufacturer's name, class of pipe and NSF seal. Pipe shall bear no evidence of interior or exterior extrusion marks. Pipe walls shall be uniform, smooth and glossy. Pipe may be pre - belled or with individual solvent -weld couplings. 5.3.6 All Schedule 40 PVC fittings, in conformance with ASTM D1784, shall be of the solvent weld type except where risers, valves, etc. require threaded transition fittings. All threaded fittings shall conform to the requirements of ASTM D2466, schedule 80 PVC. 5.3.7 All pipe must be delivered in at least twenty (20) foot lengths. 5.3.8 All PVC pipe fittings shall conform to the following minimums: 1. Tensile strength 78F 2. Izod impact strength (notched) 3. Modulus of elasticity 4. Compressive strength 5. Flexural strength 5,000psi 15 ft.lb. /in. 300,000 psi 8,500 psi 10,000 psi 5.4 Galvanized Steel Pipe 5.4.1 Galvanized pipe and fittings shall be hot- dipped galvanized iron or steel pipe conforming to the latest revision of ASTRA A -120. 5.4.2 Galvanized pipe and fittings must be threaded and be of standard weight and size (twenty -one (21) feet per length). 5.4.3 Paint for galvanized pipe and fittings BELOW ground shall be Carbon Elastic Paint No. 2221 as supplied by the American Tar Company or approved. 5.4.4 Paint for galvanized pipe and fittings ABOVE ground shall be exterior 'matte black" paint. 02740 -8 [ 5.5 Gate Valves 5.5.1 All gate valves of two (2) inches or smaller shall be all bronze double disc wedge, integral taper seats with a nonrising stem. All gate valves of two and one -half (2 1/2) inches and larger shall be iron body, brass trimmed, double disc wedge, integral taper seats with nonrising stem. 5.6 Valve Boxes 5.6.1 All valves will be located in valve boxes, plastic construction as manufactured by Amtec Corp. Two valves may be manifolded together into one valve box but there must be ample room to repair the valve within the confines of the box. 5.7 Wiring 5.7.1 Electric control lines from each controller to the automatic valves be direct burial OF wire of a different color than the black and white wires used on the 115 volt A.C. power, connected colors per industry standard. 5.7.2 All wire shall be spliced only at valve locations. Minimum size shall be 14 gauge. 5.7.3 Control wire must be insulated single strand copper designed for twenty (20) to fifty (50) volts and UL approved as Type U.F. (Underground Feeder). 5.7.4 Copper conductor must meet or exceed ASTM B -3 requirements. 5.7.5 Red and white colors must be available. 5.7.6 Electrical wiring shall be installed according to local code. The cost of all electrical work necessary to make the automatic equipment work shall be included in this contract. 5.8 Automatic Controller 5.8.1 Automatic controller shall be weatherproof Model Mark "A" series, for exterior wall mount, as manufactured by Weather -Matic Division of Telsco Industries or approved equal. Controller will be mounted on interior of building per plans. 5.8.2 The controller to be installed and wired in accordance with the manufacturer's published instructions. 02740 -9 5.8.3 Construction: Controller shall be enclosed in a housing having a hinged cover with provision for locking. Sufficient conduit knock -outs for both underside or concealed. Controller shall be completely electric in operation and shall not employ hydraulic tubing, or otherwise introduce into the controller. water or other fluids subject to freezing or leakage. 5.8.4 Electric: Primary shall be 115 V AC, 60 Hz, with secondary 24 V AC, 60 Hz. Secondary shall conform to NEC Class companion solenoid operated valves simultaneously. 5.8.5 Operation: Controller shall be equipped with a 24 hour program clock and a 7 day calendar to start an automatic watering cycle any hour of the day or night, on any day or days, over a repeating 7 day period. Timer shall have 2 independent programs. Timer shall provide automatic and independently variable time of 0 to 99 minutes. Timer shall cause any station set at "0" to be omitted in its sequence without delay. Controller shall have "mode" of operation to provide for selection of manual, semi - automatic, or automatic operation and for "Dry - Indexing" through stations and a separate "On -Off" switch to shut off all operations except the clock. All programming and operating shall be readily and instantly available without disassembly or use of hand tools. A battery back -up to retain program and clock time for 60 minutes if power fails shall be included along with required rechargeable NiCd batteries. 5.9 Automatic Valves 5.9.1 Remote control valves shall be #11024FCR Electro -Val as manufactured by Weather -Matic Division of Telsco Industries, or as approved by State Farm Mutual Automobile Insurance Company. Valve shall be solenoid- operated, diaphragm, globe -type with 150psi CWP rating having IPS threads and suitable for underground burial without protection. 5.9.2 Construction: Valve shall have heavy cast bronze body • and cover. Valve shall be packless, without sliding seals, and completely serviceable without removing body from pipeline. Design shall be normally closed requiring solenoid to be energized to open valve, thereby causing automatic closure in the event of power failure. Solenoid shall comply with Class 2 National Electric Code and when operating require a maximum of 3.0 watts at 24 volts AC. Solenoid shall be coated in epoxy to form a corrosion and moisture proof unit with exposed metal components of non - corrosive material. 02740 -10 . 5.9.3 Operation: Solenoid shall be energized to open the valve hydraulically and de- energized to close. Pressure to the hydraulic chamber shall be supplied internally through a non- metallic, corrosion -free orifice in the diaphragm. There shall be no external bleeding or external tubing to furnish actuating pressure. Valve shall operate in any position without water hammer at normal flow velocities. A special fitting shall be mounted in cover to provide for manual valve operation. 5.10 Sprinkler Heads 5.10.1. Shall be of the type, manufacture and size shown on the Drawings or approved. 5.11 Quick Coupling Valves 5.11.1 Shall be of type, manufacture and size shown on the Drawings. Provide keys and hose swivels as shown on the Drawings or approved. 5.12 Valve Cap 5.12.1 Valve cap shall be Weathermatic 906L, locking top with key or approved. Provide two(2) keys RLK -1 to Owner. 5.13 Manual Drain Valve 5.13.1 All drain valves shall be Champion Model 200 -075 three quarter (3/4) inch valves with detachable key. Provide two (2) Shut -Off keys to Owner. Automatic drain valves will not be accepted. 5.14 Backflow Preventer 5.14.1 Shall be type, manufacture and size shown on the Drawings or approved. All backflow preventers. must be approved by the controlling agency. Enclose in Brooks No. 1730 PB -18 Body Box or approved. 5.15 Pressure reducing valves 5.15.1 Pressure reducing valves shall be Wilkins 600 Series. 5.16 Other Supplies 5.16.1 Electrical tape shall be black plastic, three - quarters (3/4) inch wide and a minimum of 0.007 inches thick and all - weather type. 5.16.2 All flexible nipples or pipe joints shall be "King Brothers Industries Flex- Riser "; "Toro Funny Pipe "; "Rainbird Swing Pipe "; "Triple Swing Joint Assembly" or approved. 02740 -11 5.16.3 All electrical wire splices must be made watertight with sealing Rainbird ST- 03UL /PT -55 Snap -Tite or approved. 5.16.4 Thrust blocking shall be on three (3) inch and larger mainline only. 6.0 6.1 Installation Trenching 6.1.1 Trenches shall be twelve (12) inches deep for sprinkler lines and eighteen (18) inches deep for main supply lines. Maintain a minimum clearance of three (3) inches between irrigation lines within a common trench. 6.1.2 All trenches must be straight and not have abrupt changes in grade. 6.1.3 The trench bottom must be free of rocks greater than one (1) inch in diameter or sharp -edged objects. Bed and surround all pipe with soil or sand. 6.1.4 Due to the nature of PVC pipe fittings, the Contractor shall exercise care in handling, loading, unloading and storing to avoid damage. The pipe and fittings shall be stored under cover, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lie flat, so as not to be subject to undue bending or concentrated external load at any point. Any pipe that has been dented or damaged shall be discarded until such damage has been cut out and the pipe is rejoined with a coupling or at another fitting. 6.1.5 PVC pipe ends shall be cut to ninety (90) degrees to the pipe length and cleaned of all cutting burrs prior to cementing. Use approved reaming tool. Pipe ends shall be wiped clean with a rag lightly wetted with PVC thinner. Cement shall be applied with a light coat on the inside of the fitting and a heavier coat on the outside of the pipe. Pipe shall be inserted into the fitting and given a quarter turn to seat the cement. Excess cement shall be wiped from the outside of the pipe. Pipe will be tested as indicated elsewhere in these specifications. No backfilling will be permitted other than at the centers of pipe lengths until the pressure test is completed. 6.1.6 Solvent welded joints shall be given at least fifteen (15) minutes set -up time before moving or handling. Pipe shall be partially center loaded to prevent arching and slipping. No water shall be permitted in pipe until a period of at least ten (10) hours has elapsed for solvent weld setting and curing. 02740 -12 6.1.7 Backfilling shall be done when pipe is not in an expanded condition due to heat or pressure. Cooling of the pipe can be accomplished by operating the system for a short time before backfill, or by backfilling in the early part of the morning before the heat of the day, under 50oF. 6.1.8 Before pressure testing, soluble weld joints shall be given at least twenty -four (24) hours curing time. 6.1.9 No PVC pipe may be threaded or connected to a threaded fitting without an adapter. 6.1.10 Great care must be taken to insure that the inside of the pipe is absolutely clean. Any pipe ends not being worked on must be protected and not left open. 6.1.11 All threaded joints are to have Teflon tape or pipe dope applied to male threads only. 6.2 Head Locations: 6.2.1 Locate sprinkler heads nine (9) inches from building foundation unless otherwise noted. Heads immediately adjacent to walks, curbs, etc. shall have two (2) inch clearance between head and walks, curbs, etc. unless otherwise noted. 6.3 Galvanized Pipe and Fittings: 6.3.1 Galvanized steel pipe shall be installed in accordance with local Plumbing Code. 6.3.2 All galvanized pipe, including risers and hose connections, shall be painted with at least one (1) coat of Carbon Elastic Paint No. 2221 to prevent acid corrosion. Cast fittings need not be painted. Do not allow any solvent to the paint. If the paint is too thick, heat without applying direct flame. Care must be taken to thoroughly paint all main threads. When painting is done before assembly, the paint should be touched up after assembly. 6.3.3 All threaded joints are to have Teflon tape or pipe dope applied to male threads only. 6.4 Control Wire: 6.4.1 Control wires are to be taped together at five (5) foot intervals: then this bundle is to be taped to the bottom of the supply line at ten (10) foot intervals with at least three (3) wraps of electrical tape. 02740 -13 6.4.2 All splices must be made watertight with sealing Rainbird ST- 03UL /PT -55 Snap -Tite and contained in valve boxes. 6.4.3 Splices will be permitted only at the valves and never between valves or valve controller. There must be a separate lead or "hot" wire to each automatic valve. One (1) common wire will be acceptable. 6.4.4 Minimum size of wire is to be determined strictly by the wire sizing chart provided by Rainbird or approved. 6.4.5 The control wires shall be color coded as follows: Ground Wire - White Lead -In Wire - Red 6.5 • Risers: 6.5.1 All sprinklers and quick coupler head risers must be constructed according to the "Riser Assembly" details. The pipe risers must have the same inlet size as the sprinkler heads. 6.5.2 Minimum riser size shall be the pipe size of the sprinkler head. 6.5.3 All threaded joints are to have Teflon tape or pipe dope applied to male threads only. 6.5.4 Risers are to be capped after installation to keep inside of pipe clean. 6.5.5 Care must be taken not to overtighten steel pipe into PVC fittings. 6.6 Automatic Controllers: 6.6.1 Electrical wiring shall be installed according to local code. The cost of all electrical work necessary to make the automatic equipment operate properly shall be included in this contract. ELECTRICAL POWER FROM AN APPROVED SOURCE TO THE CONTROLLER LOCATION(S) SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 6.6.2 A diagram or schedule shall be posted in the controller to facilitate the selection of the valves to be operated. 02740 -14 6.7 Backflow Preventer: 6.7.1 Install in accordance with local plumbing code. See "Backflow Preventer Assembly" detail herein these Specifications. 6.7.2 For proper maintenance, the "Backflow Preventer Assembly" will be located with sufficient clearance from other materials and away from the traffic pattern. 6.7.3 See "Manual Drain Valve Assembly" detail for similar installation of the three - quarter (3/4) inch drain valves. 6.7.4 A manual shut -off valve shall be located upstream of backflow preventer to allow full isolation of system from water supply. 6.8 Manual Drain Valve: 6.8.1 See "Manual Drain Valve Assembly" detail for installation of three - quarter (3/4) inch drain valves to be located at backflow preventer. 6.8.2 All drainage shall be away from the building walls. Drain pits shall consist of two (2) cubic foot well, filled to capacity with crushed stone. Drain locations shall be determined on job site by the contractor. Provide manual drains at all low points in the branch piping and in the main at intervals not to exceed 200 feet of pipe. 6.9 Automatic Valves: 6.9.1 .Install as shown on "Automatic Valve Assembly" detail. 6.9.2 Before installation of any automatic valves, the supply line must be thoroughly flushed. 6.9.3 All automatic valves shall be enclosed in valve boxes set one (1) inch above finish grade. Valve box extension may be required. 6.10 Quick Coupling Valves: 6.10.1 Locate all quick couplers in shrub and /or groundcover planting beds wherever possible and at points of easy access from paved and /or lawn areas. 6.10.2 Provide and install quick coupling valves per Specifications and as shown on the Drawings. Final locations to be approved by the Owner. ,02740 -15 6.11 Pressure Testing: 6.11.1 Before backfilling, all new steel, cast "iron and PVC main" waterlines shall be flushed and pressure test at ninety (90) psi. This pressure shall be maintained until all joints, fittings and pipes have been observed. Correct any leakage and repeat test until the system is watertight. Maximum psi loss in a fifteen (15) minute test shall be five (5) psi. Contractor to test system prior to Owner observed final test. DO NOT INSTALL HEAD RISERS PRIOR TO TESTING -- PLUG LINES AT LOCATION OF RISER CONNECTION. 6.11.2 Before backfilling, all PVC sprinkler lateral lines shall be flushed and pressure tested with the system exposed to static pressure. This pressure shall be maintained until . all joints, fittings and pipes have been observed. Correct any major leakage and repeat test until the system is reasonably watertight. Contractor to test system prior to Landscape Architect final test review. DO NOT INSTALL HEADS PRIOR TO TESTING -- PLUG RISERS AT LOCATION OF HEAD CONNECTION. 6.11.3 To be valid, all tests must be witnessed by the Owner. The Contractor must give forty -eight (48) hours notice to the Owner prior to the anticipated date of observation. 6.12 Backfilling: 6.12.1 In refilling trenches, earth fill around the pipe and fittings shall be free from stones greater than one (1) inch in diameter and shall be well tamped. If necessary, provide suitable imported backfill. Trenches shall be thoroughly. compacted. Trenches shall be backfilled uniform with the surrounding grade, raked to a slight mound, then compacted with a vibrator for the last lift compaction. 6.12.2 All roots, rocks and surplus excavation materials shall be removed from the site unless otherwise directed. 6.12.3 Trenches or tunnels under roads or paved areas shall be backfilled and tamped with a mechanical vibrator in successive six (6) inch lifts. Paving shall not be disturbed. All sleeves shall be installed prior to placing of paving. 6.12.4 Before backfilling, all underground appurtenances including risers, valves, backflow preventers, drain valves, etc., must remain exposed so that they can be viewed during testing. It is suggested that the Contractor partially backfill the pipe as it is laid, leaving all joints exposed; then complete backfilling later after flushing, pressure testing, inspection and preparation of "As -Built Drawings ". The location, inspecting and testing provisions of these specifications will be strictly adhered to. If, for any reason, any part of the sprinkler system is backfilled before approved location, testing, or inspection is authorized by the Owner, it must be completely uncovered and exposed until approved for backfilling by the Owner. 7.0 Clean Up 7.1. Clean all work areas and adjoining areas, such as paving, curbs, and lawn, of debris caused by the Work, on completion of operations and prior to watering. All hard surfaced areas shall be washed clean. Daily clean up shall be required on all areas used for circulation, parking, or other daily use. Final washing of asphalt paving and concrete paving shall be performed to Owner's satisfaction. 8.0 Final Testing 8.1 Before the sprinkler system will be accepted, the Contractor, in the presence of the Owner, shall perform a water "Performance Coverage Test" to determine if the water coverage and operation of the system is complete and satisfactory. If any part of the system is inadequate, it shall be repaired or replaced at the Contractor's expense and the test repeated until accepted. The Contractor must give forty -eight (48) hours notice to the Owner prior to the field review. 9.0 System Familiarization 9.1 Upon acceptance of the system by the Owner, the Contractor shall provide the Owner the necessary keys and /or other tools necessary to operate /drain /activate the system and spend sufficient time with the Owner to insure that the system operation /maintenance /winterizing can continue after the departure of the Contractor. The Contractor will be liable for all damages or losses resulting from failure to comply with the provisions of this paragraph. 10.0 Final Acceptance 10.1 Upon completion and approval of all tests, final acceptance of the system will be contingent upon Contractor providing 02740 -17 signed and approved sprinkler /plumbing /health /electrical permits as may be applicable in the area as well as reproducible "As Built: Drawings" and two (2). three ..(3) ring binders of all catalog cuts /manufacturers' instructions /maintenance, guarantees and operation information. 11.0 Guarantee 11.1 The entire sprinkler system will be unconditionally guaranteed against defects in material and workmanship, including settling of backfilled areas below grade and adjusting heads to proper level for a period of one year from the date of acceptance. 11.1.1:. In addition to minor adjustments, any defective electrical . controls, valves, sprinkler heads or other working parts will be repaired or replaced without cost to the Owner for a period of one year from the date of acceptance. 11.1.2 Damage by others during the one year guarantee period will be the Owner's responsibility and they will be charged for any repairs required. Any heads obviously located so as to be susceptible to mechanical damage by automobiles or other traffic, will be relocated or protected to Owner's satisfaction. ! 11.1.3 Any settling of backfilled trenches shall be repaired by the Contractor at the Contractor's expense, including but not limited to, restoration of pavement, seeded, sodded and /or planted areas, or other surface conditions. 12.0 Detailed Drawings (Attached) A. B. C. D. E. F. Quick Coupler Riser Assembly Lawn Head Riser Assembly Shrub Head Riser Assembly (Pop -Up).. Automatic Valve Assembly Manual Drain Valve Assembly Backflow Preventer Assembly co vAt-VE cows ;NISH GtOkDE. qUK COUPLEIr.• INSTALL AT FINIS1-1 GtICA4PE - 41 PVC, Frt. — NEE4 NipteLa croo 1140 eLL Gii10 NIPPLE P.0° GIP ELL ropIP (4q° MAX, 90° Gi1P NOT.: TYP SWING APPLISb FOR ALL N1PPLP PVC 7E1 OR Z1.1 PVC UPPL,..`t° LINO. JOIKT ASSEM1LY QUICI4CDUPLEKS Quick Coupler Riser Assembly. N're flM GAM. — FOP UP cznisY, I MP,1/4-r tv-r rOP OPANt2i0K STKMAM O1t P0P-DP HEAP' •APJU rro rtN11-4 4,N•134. Gc:1-151:3 4 PVC NIPPLE HP 40 Pv6C0UPLINC-i PVC LAISK,41. LINE. SCHatD 40 FVC, Tae. E.LL_ scPe.lz) 4C PVG As Rep . .40 _ NIPPLE 40 a; IcYC 90° 4L e)WIN PIPE- CP, 111141'1.e. IN ..1C1t4T Aseetelt5L`t tz Uge-17% . . LAWN HEAD. RISER ASSEMBLY NT > =INISH CrRAOE — 1POP- up gplzAyANi,/air '4q M .. utol? pop )P .1- Ab, Alz uS'f' 5H tP 8o t VG N (PILE SoH p 80 ING q0° �L.L �cH�b So Svc Nli'PL� scHED Po Psc ccuPLIN; IvvG LATEgAL LINE b. II 1111 SGH ED oO PVC "TtE atg ELL . -� .SGHW .80 AS 1 E4UII:z eNIIM ,Ill1lll= lll- IIII NIIPPPLE eta* Pvc. , SW IN ..0It� , UNN`11.. P Pe . . CSI Tt 1 ''L� sw1N ._ 14: NT Ask= MCI- -Y , SIze..AAS 8EQusep • SHRUB &;GfiOUNDCOVER .:HEAD C • • , 5.7541z. STAKE. ON WIND AKID SID TKez TKLIWK ToPcF KS- BAK CNo f,Oiqzs) (1)44'5 Ige-tAg - TE TRut•114.. se.cuige. -rge5.-mustic-ro. 5-rAce. w/aikrut515eAl-loSE..• GOLV VN,Igt •11MA 15.# 41.1e. IS.1129 1 NO STAKe. • FIN-1' LP.A:DE • LA1417..AT eAti atztw1.1 Opew Ilzuf•lk ro.L13 elaca 144veg• 13i6.4.KFILL V•UFLANT.11•1G.solL- Ti-lc)K0uQ4LYwA-Texecrilz co vl PAcTe17 SoIL.MOUNP TO UPRT '.11zEe-W1IL:e. 15,,,cKFILL - -• 6VZtt: I.C?. gp■ F 17IA. OF gOor 15ALL • Conifer/Deciduous Tree Planting Detail • Ng ' TRuN14., - • P1. Wr S+M5 •oNMSF- .C�}ROUN� COV�� ROOT .13A,LL CT I ON Groundcover &Shrub Planting Detail . •T5 FINISH Gle.6.1VM C '-921.113 AMP OIC GKOLlN.K g. f'LANTII■a, Tbr IL. I�I�H Gi ,pt .---NEN CoMPACT o0E. *WALL. Pen. 1.444.1UFA.C.TLIKES, C2060 4,2.4 32a%' hEA-111E kik NEM, P f3SIC IN O.'LLL 61-11t1J5 SLP + AT • eLt , Ems. -- I.NIIT' IN C1JNpClIC 12A5, TYPICAL PLANTING BED r1N1514 GA -rug PCE. DP laza, 144.10 . PNI514 G44t. MINU5 / 1 CRUSH= 04:04: Sfigle COMPACT Cle.1.1051-1ED Oa: 0 • . Nam I A4.04,42 Ee PLWT1Nan DEINI.1 dc)Ft Acprilc:-NAL INrof4.464104 16 Col4rsoL. comPoscrep •eUSA 41% Xd 1<iEN gvallkan katAiiiitu . - - TYPICAL BUILDING EDGE SECTION 02800 - LANDSCAPE PLANTING ALTERNATE #2 1.0 General 1.1 General Landscape Conditions: 1.1.1 Landscaping shall be installed using the materials as shown on the Drawings and/or as specified. The landscaping shall be installed to grades and conform to areas and locations as shown on the Drawings. 1.2 1.2.1 Scope of Work: Furnish all materials, equipment, labor and related items necessary to complete the work shown on the Drawings and/or as specified. The work included in this Specification (whether mentioned or not) shall consist of all labor, tools, materials, tests, permits and other related items necessary for installation of all plant materials in a first quality workmanlike manner. 1.3 Related Work Described Elsewhere: 1.3.1 Related work in other sections of these Specifications includes but is not limited to: 1. Underground Sprinkler System 1.4 Review of Plant Materials: 1.4.1 The Owner will review larger trees or specimen quality plant material at place of growth at the Contractor's request and expense. Submit samples of other plant materials to the Owner for approval prior to site shipment. Review and approval of all stock, prior to planting, is mandatory. Owner reserves the right to reject any or all plant material at any time until final site review and acceptance. Remove rejected plants immediately from the site. Produce, upon request, sales receipts for all nursery stock and certificates of inspection from Federal, State and other authorities, as required. 1.5 Change Orders and Substitutions: 1.5.1 The Contractor shall do no work for extra compensation without prior written approval of the Owner. 1.5.2. The Contractor shall provide all plants of the size, species,, variety and quality noted and specified. If unavailable, the Contractor shall notify the Owner in writing immediately and provide the names and telephone numbers of five (5) nursery suppliers that he has contacted. If substitution should be permitted, it can be made only with the prior written approval of the Owner. The nearest variety, size and grade as approved by the Owner shall be furnished. Failure to order and reserve plant materials in a timely fashion will not relieve the Contractor from providing specified materials, nor will it be allowed by the City. 1.6 Conditions at Site: 1.6.1 Before proceeding with any work, the Contractor shall review the site, carefully check all grades and verify all dimensions and conditions affecting the Work. 1.6.2 Contractor shall report to the Owner all deviation and /or conflicts between Drawings, Specifications and site conditions. Extra work arising from failure to do so shall be done at the Contractor's expense. 1.7 Moving Plant Material: 1.7.1 Transport carefully. Prevent damage. Tie branches as necessary. Use burlap bags to protect bark from rope chafing. Do not drag plant material without proper root, trunk and branch protection, and only for slight relocation. 1.8 Qualifications of Installer: 1.8.1 Contractor must be a bonded landscape contractor. Contractor must be experienced in landscape work of best accepted trade practices and have equipment and personnel adequate to perform the work specified. Contractor must be familiar and comply with American Standards for Nursery Stock and American Nurserymen's Association Standards. 1.9 Underground Utilities and Obstructions: 1.9.1 Existing known utilities have been shown on Architectural /Engineering or Survey Drawings and will be made available from the Owner or the Utility companies. The Contractor shall be responsible for the protection of all known utilities. Promptly notify the Architect of any conflict between proposed work and obstruction(s). The Contractor is responsible for expenses of making any and all repairs for damage resulting from work therefrom. 1.9.2 In the event that rock, hardpan, or underground construction and /or obstructions are encountered in any plant pit excavation work to be done under this contract, alternate 02800 -2 locations may be selected by the Architect or Owner. Where alternate locations are not approved, the obstruction shall be removed to a depth of not less than three (3) feet below the bottom of ball or roots when plant is properly set at the required grade. The Contractor shall be paid for the removal of such rock, hardpan or underground obstruction encountered at a unit price basis listed in his bid under "Unit Prices. 1.10 Protection of Work, Property and Persons: 1.10.1 Take all necessary precautions to protect work in progress, all property, persons, walks, curbs, pavement and buildings from any damage that might be incurred arising from this Contract. Do not mix planting soil directly on paved surfaces. Locate all underground utilities prior to commencement of work. The Contractor shall pay for any damage at Contractor's expense. 1.11 Permits, Codes and Regualtions: 1.11.1 The Contractor shall obtain and pay for all necessary permits and fees as required by Local Authority and prevailing ordinances and /or codes. 1.11.2 The Contractor shall keep himself fully informed and shall comply with all existing laws, codes, ordinances and regulations which in any way affect the conduct of work. 1.12 Subgrade: 1.12.1 The subgrade is existing (established by General Contractor). 1.13 Finish Grading: 1.13.1 The Contractor shall be responsible for bringing planted areas to finished grade. The depths of planting soils will vary with existing conditions and as indicated on the Drawings and /or as specified. 1.14 Conduct of Work: 1.14.1 This Contractor shall maintain continuously a competent superintendent or foreman during the progress of the Work, with the authority to act for him in all matters pertaining to the Work. This Contractor shall give his personal attention to the fulfillment of the Contract and shall keep the Work under his control. 1.14.2 This Contractor shall confine his operations to the working areas allotted to him by the General Contractor for his operations, including material and equipment storage. 02800 -3 1.14.3 The Contractor shall progressively clean the Work areas of debris and rubbish as the Work proceeds. 1.15 .Guarantee: 1.15.1 Guarantee work of this section for two (2) complete growing seasons against all defects of materials and workmanship. The guarantee period begins after the date of final acceptance. Replace plants and lawn areas not in normal healthy growing condition at the end of guarantee period. Replace plants with identical species and size. Make replacement prior to expiration of guarantee period. Final acceptance will be certified in writing by the Owner. 1.15.2 Any plant material that is twenty -five (25) percent or more dead shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back or there is twenty -five (25) percent of the crown dead. If not healthy stock materials, replace with healthy, vigorous plant materials at no cost to the Owner after determining whether the cause is contagious or not. If found to be contagious, be certain that all affected materials are removed prior to planting new stock, and that precautions are taken to prevent further contagion. 2.0 Products 2.1 Existing Subgrade Soil: 2.1.1 The Contractor shall be responsible for the supply of all soil additives required for the performance of this Contract and for determining the quantity of additives required to fulfill his Contract obligations. 2.1.2 Soil tests of the subgrade soil shall be made by the Contractor to determine mechanical analysis: magnesium; nitrogen; potassium; and phosphorus levels; soluble salts /conductivity; pH; and organic matter. Contractor shall send a minimum of three (3) representative samples of subgrade soil to a soil testing laboratory (state laboratory or recognized commercial laboratory). The cost for testing must be born by the Contractor. Payment for the soil additives at a unit price basis under the contract "Unit Prices ". TEST RESULTS AND LABORATORY RECOMMENDATIONS FOR ORNAMENTAL PLANT GROWTH must be submitted to the Architect for review prior to incorporating soil additives into the subgrade and placing topsoil. 2.2 Planting Soil: 2.2.1 The Contractor shall be responsible for the supply of all natural soil and soil additives required for the performance of this Contract and for determining the volume of soil and 02800 -4 additives required to fulfill Contract obligations. Soil shall be free of weeds, pests, toxic substances and other undesirable material harmful to ornamental plant growth. 1. Approved Soil Sources: Bassett - Western, Inc.; Pacific Topsoils, Inc.; or Iddings Farm Service. 2. Soil from other than approved sources must be submitted to the Architect (WITH TEST RESULTS AND LABORATORY RECOMMENDATIONS FOR ORNAMENTAL PLANT GROWTH) for review prior to use on the project site. A soil test, minimum of one shall be made to determine mechanical analysis; magnesium; nitrogen; potassium and phosphorus levels; soluble salts /conductivity; pH; and organic matter. Soil test shall be conducted by an approved State laboratory or recognized commercial laboratory. The cost for testing to be born by this Contractor. 2.2.2 Planting soil for on -grade and all other required planting locations, shall be a two -way mix planting soil consisting of two -third (2/3) soil and one -third (1/3) organic matter by volume. Two -way mix soil shall have a pH range of 5.0 to 6.5, with dolomitic limestone added as necessary to attain this range. Contractor shall send a minimum of one (1) representative sample of mixed soil to an approved soil testing laboratory (state or commercial laboratory) to determine magnesium, nitrogen, potassium and phosphorus level; soluble salts /conductivity; pH: and organic matter. The results shall be submitted to the Architect (WITH TEST RESULTS AND LABORATORY RECOMMENDATIONS FOR ORNAMENTAL PLANT GROWTH) for review prior to use on project site. The Contractor shall be responsible for whatever soil additives may be required, as recommended by testing laboratory. The cost for testing must be born by the Contractor. , Soil shall meet the following: Size Sieve Percent Passing 3/8 ASTME -11 100 No. 10 ASTME -11 85 -100 No. 270 ASTME -11 25- 50 0.002 MM Clay 0- 10 1. Organic Matter: Organic matter shall be "Steerco, " "Fertil - Mulch" or approved. 2. Approved Sources: Bassett - Western, Inc., Pacific Topsoils, Inc. and Iddings Farm Service.. 2.3 Mulch: 2.3.1 Mulch shall be " Steerco, " Fertil- Mulch or approved 02800 -5 2.4 2.4.1 Fertilizer: Shall be complete commercial brand fertilizer with chemical analysis shown on unopened container when delivered. 2.4.2 Commercial Fertilizer "A" for trees, shrubs and ground cover during planting: AGRO "Transplanter," or approved. 2.4.3 Commercial Fertilizer "B" for lawn sod and /or lawn seed during planting shall be granular fertilizer containing the following percentages by weight: 10% Nitrogen (N) 20% Phosphorus (P) 20% Potash (K) Fifty (50) percent of the nitrogen shall be derived from Nitroform "Blue Chip." Potash shall be derived from sulfate of potash. Fertilizer shall be standard free flowing. Fertilizer shall be packaged in new, waterproof, non - overlaid bags clearly labeled as to weight, manufacturer and content. 2.5 Soil Additives: 2.5.1 Soil additives for correction of pH and trace element deficiencies shall be factory labeled containers and approved prior to application. 2.6 Lime: 2.6.1 Lime shall be dolomitic limestone containing not less than eighty -five (85) percent of total carbonates. Limestone shall be ground to such fineness that one hundred (100) percent will pass a No. 20 sieve. 2.7 Water: 2.7.1 This Contractor shall make, at his expense, whatever arrangements are necessary to insure an adequate supply of water to meet the needs of this Contract. He shall also furnish necessary hose, equipment, attachments, and accessories for the adequate irrigation of planted areas as may be required to complete the work specified. All costs for water distribution incurred during the contract period shall be borne by this Contractor unless other arrangements are made with the Owner. 2.8 Anti - Dessicant: 2.8.1 Anti - dessicant shall be "wilt - Pruf," delivered in manufacturer's containers and used in accordance with manufacturer's recommendations. 02800 -6 2.9 Tree Staking Materials 2.9.1 See "Tree Planting Details," per Specification Details. 2.10 Plants (See Planting Plan) (Trees, Shrubs and Groundcover): 2.10.1 All plants shall be nursery grown, or normal habit of growth, healthy, vigorous and free of disease, insect eggs and larvae. Plants shall not be pruned prior to delivery. Grading of plant material shall be in accordance with the code of standards of the American Association of Nurserymen. Nomenclature shall conform with Standardized Plant Names, second edition, 1942. Names not present in this listing shall conform to accepted nomenclature in the nursery trade. 2.10.2 No less than ten (10) percent of each variety and /or species of plant delivered to the project shall be accurately labeled. Whether or not labeled, any plants which do not conform to the Plant Schedule and /or Planting Plan shall be replaced immediately with plants conforming. Plant material labels shall be durable, legible labels stating the correct plant name. 2.10.3 Provide the number of plants shown on the Drawings or listed on the Plant Schedule, whichever is greater, or to cover specified spacings, whichever results in the proper coverage. 2.10.4 Collected plant material may be used ONLY when approved by Owner. 2.11 Sod Lawn: 2.11.1 As an alternate bid, Alternate *6: Sod shall be supplied by "Emerald Turfgrass Farms" or other approved supplier. 2.11.2 Sod shall be comprised of fifty percent (50 %) Perennial Turf type Ryegrass, thirty percent (30 %) Hybrid Kentucky Bluegrass, twenty percent (20 %) Fine Fescue and contain no . more than one percent (1%) other grasses. 2.11.3 Sod shall be premium quality, free of all weeds, pests, disease, Poa Anna and other undesirable material. It shall not be less than twelve (12) months old nor more than twenty -four (24) months old, grown in fumigated soil, healthy, and have a dense, vigorous well - developed root structure. 2.11.4 The Contractor shall submit a thirty (30) square inch sample of sod for approval by the Owner. 2.11.5 All sod delivered to the project shall be equal to or exceed the quality exhibited in the sod sample. It shall not be cut from the field more than one day prior to delivery to the project site, and installed within the same day. 2.12 Lawn and Detention Pond Seed 2.12.1 LAWN SEED Variety of seed Percent by Minimum Percent Minimum in Mixture Weight Pure Seed Percent Germination Chewing Fescue 25% 98% 90% Red Fescue 25% 98% 90% Derby Per- 35% 98% 90% ennial Rye Kentucky Blue- 15% 98% 83% grass Percent Weed .50% Max Seed Inert & Other 1.40% Max TOTAL 100.00% 2.12.2 DETENTION POND GRASS SEED Variety of seed Percent by Minimum Percent Minimum in Mixture Weight Pure Seed Percent Germination Palmer Ryegrass 50% Manhttan Ryegrass 50% 95% 90% 95% 90% TOTAL 100% of TOTAL SEED MIX PERCENT WEED SEED .50% MAXIMUM INERT AND OTHER CROP 1.50% MAXIMUM 2.12.3 A complete analysis of the seed shall be submitted to the Owner, including percent of pure seed, germination, other crop seed, inert and weeds, and the germination test data. All crop seed in excess of one (1) percent must be itemized. 2.12.4 All seeds shall conform to the requirements of the Washington State Seed Law and when applicable, the Federal Seed Act. 2.12.5 All seeds shall be free of weed seed listed as primary noxious by the Washington State Seed Law. Seeds shall not 02800 -8 � Contractor shall review and identify planting areas that have been excessively compacted by construction equipment. Rotovate or scarify compacted subgrade soils to a minimum depth of six (6) inches prior to placement of planting soil. If additional rotovation or scarifing below six (6) inches is required to eliminate surface water ponding, the Contractor shall notify the Owner of problem areas. Additional work shall be paid at unit price basis. Soil Preparation (Finish Grading): All areas to receive tree, shrub, groundcover and lawn sod and /or lawn seed planting shall be cleared of all debris before rotovating. Spread four (4) inches of planting soil 02800 -9 over all planting areas and rotovate to a depth of six (6) inches. Remove debris and rocks larger than one inch (1 ") in diameter prior to planting. 3.3.2 Finish grading shall consist of placing, grading and lightly rolling planting soil, providing for surface drainage, cutting all necessary drainage swales and conforming to finish grades shown on the Drawings and as directed by the Owner. 3.3.3 After settling, finish grades in tree, shrubs and groundcover planting areas shall be two (2) inches below all walks, curbs, and /or other hard surface edges. After settling, finish grades in lawn areas shall be one and one -half (1 -1/2) inches below all walks, curbs and /or other hard surface edges. 3.3.4 All areas shall be finish graded and accepted by the Owner before comencement of planting, preferrably at time of staking and layout. 3.4 Staking and Layout: 3.4.1 Staking and layout refers to locating and veryifying all planting locations. No work shall commence on installation of materials until staking and layout is verified by the Owner. 3.4.2 Contractor shall notify the in writing immediately of any conflict between plans and actual site conditions and await instructions before proceeding. 3.5 Tree, Shrub and Groundcover Installation: 3.5.1 Set all trees, shrubs and groundcover according to spacing on Planting Plans. If ground position is more than two (2) feet from the Plan position, consult with the Owner before proceeding. 3.5.2 Dig pits for trees, shrubs and groundcover as indicated in "Tree Planting Detail" and "Groundcover & Shrub Planting Detail" herein and consistent with good horticultural practice. The inside surfaces of all planting pits are to be rough, not smooth. Backfill material for plantings is to be planting soil as specified. If the Contractor encounters clay soil or any unusual condition which in his opinion may be detrimental to the new planting, he shall notify the Owner immediately. Unsuitable material, if encountered, shall be removed from the site and planting soil distributed 02800 -10 to replace the unsuitable material as Extra Work in accordance with the Specification. Unsuitable material removal will be paid for as Extra Work in accordance with the Specifications. 3.5.3 Rootballs which have dried are to be soaked sufficiently before planting. Cleanly prune broken roots one -half (1/2) inch or more in diameter. Plant at time plant materials are available and in spring or fall of year in which dug and when weather conditions are consistent with good horticultural practice. If container stock looks to be rootbound, slash roots vertically with a sharp knife along outside of ball in three places minimum before planting. Plant balled and burlapped or container tree or shrub to conform with planting details. Apply Fertilizer "A" per manufacturer's recommendation to all trees, shrubs and groundcover. Hold plants in center of hole approximately two (2) inches above normal growing position and backfill to within six (6) inches of finish grade. Fill hole with water and allow to settle. Final grades shall afford positive drainage away from crown at no greater than one - quarter (1/4) inch per foot, unless otherwise specified. 3.5.4 All new deciduous tree trunks to be wrapped promptly after planting with burlap or approved material; wrapping as approved by American Association of Nurserymen. Wrapping material for tree trunks shall be standard burlap, heavy crepe paper, or other suitable material, in strips six (6) to ten (10) inches wide. Wrapping shall be done spirally from ground line to the height of the second finished branches. All wrapping shall be neat and snug, and the material shall be held in place by a suitable non - plastic cord. Wrapping shall occur prior to staking. 3.5.5 E. Stake all trees and shrubs which are or may become loosened or tipped from their proper position during the first two growing seasons, as indicated in the Planting deatails. Staking must be in a workmanlike manner. 3.5.6 F. Provide all planting areas with uniform two (2) inch layer of mulch material over a properly cleaned and graded surface. However, before installing mulch, the Contractor shall contact the Owner for a semi -final inspection of planting area grades, soil depth and plant location. Should the Contractor install mulch before inspection, it will be at his own risk. 3.5.7 G. As necessary, a follow -up fertilizer application for all planting beds shall be in accordance with recommendations from soil test fertility analysis. 02800 -11. 3.6 Sodden Lawn Installation (Soil Preparation) : 3.6.1 1. Any lawn areas that may have become compacted prior to sodding must be scarified to a depth of six (6) inches by approved means, then finish graded as herein before described. 3.6.2 2. Apply fertilizer "B" at the rate of twenty (20) pounds per one thousand (1,000) square feet of area. Thoroughly mix two inches (2 ") deep, taking care not to incorporate subsoil into planting soil mix. After mixing is complete, remove any debris or rock over one (1) inch in size. Rake to true grade and roll for firmness. If soil is dry, lightly sprinkle prior to rolling. Grades after rolling to be approved by the Owner prior to laying of sod. 3.7 Sod Placement 3.7.1 1. Sod shall be brought onto lawn area by. wheeled means with proper protection of sod beds. Sod layers shall be experienced, or if inexperienced, shall be constantly supervised by an experienced foreman. Sod layers shall kneel on plywood or some other platform during laying process. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod shall be laid tight with no gaps. Allowance shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. Sod shall be placed to allow one (1) inch clear from top of grass to adjacent surfaces. 3.7.2 2. All sod must be installed within twelve (12) hours after delivery to the project site. 3.7.3 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform and vigorous growth with no dry or dead spots. 3.8 Sodded Lawn Establishment: 3.8.1 The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod lawn areas until final acceptance of the project. 02800 -12 3.8.2 Mowing shall be done by an approved "reel" type mower. Mower blades shall be set at one and one -half (1 -1/2) inches high for all mowings. 3.9 Lawn Seed Installation: 3.9.1 Seeding shall be accomplished in the spring (after April 1) or fall (before September 15) of the year and /or when weather conditions are favorable for proper working of the soil and seed germination. 3.9.2 Seed shall be spread by approved mechanical (hopper or culti- packer) or hydroseed /mulch methods only. 3.9.3 Seeding shall be done only after planting soil placement, finish grading and adjacent construction and plantings have been completed. 3.9.4 Any seeded areas that have become compacted prior to seeding must be scarified to a depth of four (4) inches by approved means, then finish graded as herein before described. 3.9.5 Apply Fertilizer "B" at the rate of thirty (30) pounds per one thousand (1,000) square feet of area. Thoroughly mix two (2) inches deep, taking care not to incorporate subsoil into planting soil mix. Add dolomitic limestone as required to have a pH range of 5.0 to 6.5. After mixing has been completed, remove any debris or rocks over one (1) inch in size. Rake to true grade and roll for firmness. If soil is dry, lightly sprinkle prior to rolling. Grades after rolling shall be approved by the Owner prior to seeding. 3.9.6 The application rate for grass seed areas shall be four (4) pounds of seed per one - thousand (1,000) square feet. 3.10 Lawn Seed Area Establishment: 3.10.1 The Contractor shall be responsible for the watering of seed areas until Final Acceptance of the Work. 3.10.2 To encourage deep rooting, each watering shall be thorough enough to provide soil moisture a minimum of six (6) inches below soil surface. Permit soil to dry sufficiently between watering, but not so dry as to damage the planting. 3.10.3 Seed beds must achieve ninety (90) percent germination and be uniform in appearance, free of weeds and /or other undesirable plant species as approved by the Owner. 02800 -13 3.10.4 Check for barren areas in seed by approximately twenty one (21) days after seeding and overseed as originally specified at the time or at such time as weather and season permit for seed germination or as approved by the Owner. The Landscape order to achieve ninety (90) percent germination uniformity throughout the seed bed areas is necessary for Final Acceptance. 3.11 Protection: 3.11.1 All planting materials shall be properly protected by the Contractor against harm from wind, unusual weather and the public until Final Acceptance. Maintenance of all the planted areas shall include, but not be limited to, watering, weeding, and pruning as well as replacement of any plants which appear to be in distress. Tree stakes shall be kept secure at all times. Although planting shall occur in spring or fall of year when weather conditions are favorable, special planting techniques, defoliating, wilt proofing or spray misting may be required should unusual or unseasonable planting conditions occur such as prolonged drought, hot weather, etc. No work shall be performed in, over or adjacent to planting areas without approved protection and safeguards. 3.11.2 Plant losses due to ABNORMAL WEATHER conditions such as floods, excessive wind damage, drought, severe freezing or abnormal rains will not be the responsibility of the Contractor. 3.12 Clean -Up: 3.12.1 Areas to be kept clean during progress of work and until. completion. Water, dirt and rubbish to be kept off of all paved areas. Protect all manholes and catch basins from soil infiltration. Remove surplus materials and rubbish from planting beds, rake beds neatly to an even, fine grade around all plants and pressure wash clean all sidewalks and paved areas. Leave project in first quality condition. 3.13 Final Acceptance: 3.13.1 Final acceptance of all landscaped work described, with the exclusion of possible replacements of plant materials under the Guarantee, shall be made by the Owner to determine one hundred (100) percent completion of the Work. This review shall be made upon written request to the Owner no less than forty -eight (48) hours prior to the anticipated date of review. 02800 -14 3.13.2. SHOULD ADDITONAL REVIEW(S) BE REQUIRED BY THE ARCHITECT DUE TO THE FAILURE OF THE CONTRACTOR TO MEET SPECIFICATIONS, THE CONTRACTOR SHALL ENTER INTO CONTRACT WITH AND PAY TO THE. ARCHITECT THE SUM OF SIXTY DOLLARS ($60.00) PER HOUR PLUS. ACTUAL COST OF EXPENSES FOR EACH REVIEW. 3.14 Detailed Drawings (Attached): A. Tree Planting Detail B. Groundcover and Shrub Planting Detail C. Typical Planting Edge D. Typical Building Edge SECTION 03300 - CAST -IN -PLACE CONCRETE 1.0 General 1.1 Furnish and install all cast -in -place concrete as indicated on the drawings and as specified herein, including exterior concrete slab for sidewalks, platforms, ramps, curbs gutters, etc., as well as all concrete required in connection with the building construction. 1.2 Comply with applicable provisions of the following codes and standards except as otherwise indicated: ACI 301 "Specifications for Structural Concrete for Buildings "; ACI 347, "Recommended Practice for Concrete Formwork "; ACI 304 "Recommend Practice for Measuring, Mixing, Transporting, and Placing Concrete "; ACI 318 -83 "Building Code Requirements for Reinforced Concrete ". 2.0 2.1 Materials Portland cement shall conform to ASTM C 150, Type as required. 2.2 Aggregates shall conform to ASTM C 33, except local aggregate of proven durability may be used when acceptable to the Owner. 2.3 Water shall be clean, free of oils, acids, organic matter or other deleterious materials. 2.4 Air - entraining admixture shall conform to ASTM C 260. 2.5 Water- reducing admixture shall conform to ASTM C 494. Only use admixtures which have been tested and accepted in mix designs, unless otherwise acceptable to engineer. 2.6 Vapor retarder shall be clear 6 -mil thick polyethylene or polyethylene - coated barrier paper, where called for on the drawings, under floor slab and up to top of slab level at perimeter. 2.7 Liquid chemical floor hardener shall be a blend of magnesium and zinc fluorosilicates combined with wetting agent not less than 2 lbs. of fluorosilicates per gallon. 2.8 Calcium chloride is prohibited from use in concrete. 2.9 Joint Fillers: See Section 07900. 2.10 Membrane curing compound shall conform to ASTM C 309, Type I. Reinforcing bars shall conform to ASTM A 615, Grade 60 and structural notes. Welded wire shall conform to ASTM A 185 and structural notes. Waterstops shall be single bulbed neoprene or other approved material to be place at all concrete joints in elevator pit walls to floor slab, foundation to walls and anywhere else that water intrusion will be detrimental to the use of a space. 2.14 Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. 2.14.1 For exposed concrete surfaces, use acceptable panel forms to provide continuous, straight, smooth finish. Use largest practical sizes to minimize form joints. 2.14.2 For unexposed concrete surfaces, use suitable material, dressed on at least 2 edges and one side of tight fit. 3.0 Design 3.1 Proportion mix by either laboratory trial batch or field experience method, complying with ACI 211.1. 3.2 Submit written report to the Owner for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable by Owner. 3.3 Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by Owner. 3.4 Use air - entraining admixture in all concrete, providing not less than 5% nor more than 7% entrained air for concrete exposed to freezing and thawing, and from 2% to 4% for other concrete. 3.5 For information only, submit 2 copies of manufacturer's specifications with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, joint materials, hardeners, curing materials, and others as requested by the Owner. 3.6 Ready -mixed concrete shall conform to ASTM C94. Minimum compressive strength at 28 days shall be per structural notes. 03300 -2 4.0 Concrete Testing 4.1 The Contractor shall employ, at his own expense, a separate independent testing laboratory acceptable to the Owner to perform quality control testing and to submit test reports to the Owner. The testing laboratory shall be responsible for conducting and interpreting the tests, and shall state in each report whether or not the test specimens comply with the specified requirements, and shall indicate any deviations therefrom. 4.2 4.2.1 4.2.2 Concrete shall be sampled and tested for quality control during the placement of concrete as follows: Sampling Fresh Concrete: ASTM C172, except modified for slump to comply with ASTM C94. Slump: ASTM C 143; one test for each concrete load at point of discharge and one for each set of comprehensive strength test specimens. 4.2.3 Concrete shall be proportioned and produced to have a maximum slump of four and one half inches if consolidated by vibration, and five inches if consolidated by means other than vibration. 4.2.4 Air content: ASTM C 231, pressure method; one for each set of compressive strength test specimens. 4.2.5 Compressive Strength: ASTM C 39, one set of five cylinders per day minimum or for each 50 cu. yds. or fraction thereof; 2 specimens tested at 7 days, 2 specimens tested at 28 days and one retained for later testing, if required. 4.2.6 If the increments of placement would provide less than 4 strength tests for the project, testing shall be conducted from at least 4 randomly selected batches, or from each placement if fewer than 4 are used. 4.3 Report test results in writing to the Owner and Contractor on same day tests are made. Copy to Architect, immediately. 5.0 Placing 5.1 Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position, complying with ACI 347. 03300 -3 5.2 Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms. 5.3 Clean and adjust forms prior to concrete placement. Apply form release agents to forms as required. Re- tighten forms after concrete placement if required to eliminate leaks. 5.4 Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. No wood allowed for spacing. 5.5 Install welded wire fabric in as long lengths as practicable, lapping at least two mesh. 5.6 Provide construction and control joints as indicated or as approved. Locate construction joints so as to not impair the strength and appearance of the structure. Place control joints in slabs -on -grade to stabilize differential settlement and random cracking per structural drawings. 5.7 Set and build into the work anchorage devices such as dowels, adjustable wedge inserts, threaded inserts and other embedded items required for other work that is attached to or supported by cast -in -place concrete. Use setting diagrams, templates and instructions provided by others for locating and setting. No wood allowed. 5.8 Comply with ACI 304, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. Handle concrete from the point of delivery to the locations of final deposit as rapidly as practical, using conveying methods which will prevent segregation or loss of concrete mix materials. 5.9 Consolidate placed concrete using mechanical vibrating equipment supplemented by hand - spading, rodding or tamping, so that concrete is worked around reinforcement and other embedded items and into all parts of forms. Do not use vibrators to transport concrete inside of forms. Vibrate concrete evenly and uniformly throughout the placement area, but limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. Vibration of forms and reinforcing will not be permitted. Large irregularities or voids or unconsolidated concrete will be removed and replaced. 03300 -4 5.10 Protect concrete from physical damage or reduced strength due to weather extremes. 5.11 In cold weather, comply with ACI 306. 5.12 In hot weather, comply with ACI 305. 6.0 Finishing 6.1 Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with a coating or covering material applied directly to concrete. Remove fins and projections, and patch defective areas with cement grout rammed solid. 6.2 Apply preliminary float finish and steel trowel finish to monolithic slab surfaces that are exposed -to -view or are to be covered with resilient, paint or other thin film coating. consolidate concrete surface by hand troweling, free of trowel marks, uniform in texture and appearance, and level. 6.3 After floating, begin first trowel finish operation using a power- driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand - troweling operation, free of trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/4" maximum overall deviation, or more than 1/8" in 10 feet. Grind smooth surface defects which would telegraph through applied floor covering system and apply leveling material acceptable to Owner where carpet or vinyl materials scheduled. Acceptable product: ARDEX K -15, Ardex, Inc., 630 Stoops Ferry Rd., Coraopolis, PA 15108. 6.4 Work edges of slabs, gutters and other formed joints with an edging tool, to a 1/2" radius. After troweling, provide a non -slip surface by drawing a stiff - bristled broom perpendicular to the line of traffic, as acceptable to the Owner. 6.5 Finishing Concrete Drives and Walks: After striking -off and consolidating smooth the concrete surface by screeding, floating and steel troweling. Work edges of slabs, gutters and other formed joints with an edging tool, to a 1/2 "radius. After troweling, provide a non -slip surface by drawing a stiff - bristled broom perpendicular to the line of traffic, as acceptable to the Owner. 03300 -5 6.6: Apply chemical floor hardener to exposed interior concrete floor areas when cured and dry, in accordance with manufacturer's instructions, in all locations where the Room Finish Schedule calls for sealed concrete, the material shall be applied just prior to Owner occupancy. No surface defect on exposed concrete not deleterious to adherance by flooring adhesives. 6.7 Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously . moist for not less than 72 hours. Continue curing by use of moisture- retaining cover or membrane- forming curing compound, not deleterious to adhesives. Cure formed surfaces by moist curing until forms are removed. Provide protection as required to prevent damage to exposed concrete surfaces. 7.0 Precast Concrete 7.1: Concrete for precast members shall comply with applicable requirements herein before specified for job - placed concrete as to materials, quality, curing and finishing. 8.0. Submittals 8.1 Submit shop drawings items: 8.1.1 Liquid Chemical Floor Hardener 8.1.2 Joint Fillers 8.1.3 Membrane - Forming. Curing Compound, 8.1.4 Reinforcing Bars (shop drawings) and /or product data on, the following SECTION 04200 - UNIT MASONRY 1.0 Furnish and install all masonry work as indicated on the drawings and as specified herein. 1.2 Comply with recommendations of Brick Institute of America (BIA, formerly SCPI) and National Concrete Masonry Association. 2.0 Materials 2.1 Face brick (alternate bid *4) shall conform to ASTM C 216, Grade SW, cored or solid, modular size (2 -1/4" X7 -5/8 "X 3 -5/8 ") unless otherwise designated, color and texture as selected by the Owner. For purposes of bids, face brick shall be figured at $270 per thousand, tailgate delivery at the job site in full truckload lots. Any variation in price from this amount will be added to or deducted from the Contract Sum, as the case may be, by Change Order, with computations made on the number of face brick actually installed or stored for future use. 2.1.1 Provide solid brick at jambs, and any other necessary shapes, where and as shown and required. For purposes of payment, shapes will be computed at the allowance price, and any actual cost differential shall be included by the Contractor in the Base Bid. 2.1.2 Building (Common) Brick shall conform to ASTM C 62, Grade SW, cored or solid, color and texture as approved by the Owner. Brick with magnesium will not be acceptable. Alternate bid material. 2.2 Split face block for exposed exterior use, under base bid, shall be 50/50 units manufactured with a blend of aggregate and pumice conforming to ASTM C 90, Grade 5, with a split face texture, nominal 8 "X16 "X4" and 4 "X16 "X4" or 8 ". 2.3 Concrete Masonry Units (CMU) shall be hollow load- bearing type, ASTM C 90, Grade N, with nominal face dimensions of 16" long x 8" high (15 -5/8" x 7 -5/8" actual), of thicknesses called for on the drawings. CMU shall be two -cell square end type, for reinforced masonry construction. 2.3.1 CMU for use below grade shall be "normal weight ", using concrete aggregates complying with ASTM C 33, producing dry net unit weight of not less than 125 lbs. per cu. ft. 2.3.2 CMU for use above grade shall be lightweight, using aggregate complying with ASTM C 331, producing dry net unit weight of not more than 105 lbs. per cu. ft. 2.3.3 Where indicated on the drawings, or required for bearing or to obtain proper coursing, provide solid load bearing type CMU, ASTM C 145, Grade 5. 04200 -1 2.3.4 Provide all shapes required, including bullnose on all exposed corners above grade, U -block shapes for lintels and bond beams, corbels, headers, bonding, piers, solid concrete brick and other special conditions where shown on the Drawings and where required in the construction. 2.4 MORTAR: ASTM C270, Proportion Specifications, Type S, except premixed masonry cement not permitted; locations as scheduled. 2.4.1 MORTAR: ASTM C270, Proportion Specifications, Type S, except premixed masonry cement not permitted; locations as scheduled. 2.4.2. For mortar in exterior walls provide bond strength of not less than 35 PSI between the mortar and the selected face brick when tested in accordance with ASTM E518. 2.4.3. Prior to ordering materials for the Work, deliver sufficient quantities of materials proposed for exterior wall mortar types to the testing laboratory to enable mortar design. 2.4.4 Mortar Design Mix: For exterior wall mortar (each type, if more than one type) obtain a laboratory design mix conforming to the Specification requirements utilizing the materials proposed for the Work. Substantiate the mix design with laboratory mix and the selected face brick tested in accordance with ASTM E518. Bond strength shall be not less than 35 PSI. 2.4.5 Provide colored pigmented mortar in face brick construction. Color will be selected by the Owner from the manufacturer's standard colors. 2.5 Additive for Non - Shrink Grout shall be non - metallic• aggregate, prepared and graded to counteract shrinkage and reduce permeability of Portland cement grout; Master builder's "Embeco ", or approved. 2.6 Masonry veneer anchors shall be 3/16" diameter hot - dipped galvanized adjustable speed -set veneer anchors of length required to place front of anchor within approximately 1" of the exposed face of the brick, or as noted on drawings. Anchors shall be D /A213 as manufactured by Dur- O -Wal, or approved. Mechanically fasten anchors to steel studs with. Dur -O -Wal D/A 807 or corrosion resistant screws, or approved. 04200 -2 2.8 Provide steel anchor bolts with hex nuts and flat washers complying with ASTM A 307, Grade A, hot -dip galvanized to comply with ASTM C 153, Class C, in sizes and configurations indicated. Or, where not indicated, as required to provide secure anchorage for construction components 2.9. Copper masonry flashing shall conform to ASTM B 370, soft, 12 -oz. sheet deformed for 2 direction mechanical bond if used as through -wall flashing. 2.10 Provide cotton sash cord for weepholes, of length required to produce 2" exposure on exterior and 18" in cavity between masonry wyths. 3.0 Samples 3.1 Submit samples of face brick or block to the Owner for color selection. Samples shall accurately represent the range of color and texture. Include prices of brick with submission of samples. 3.2 Submit color samples of manufacturer's available colored mortars for Owner's initial selection. Prepare samples of selected face brick or block and mortar, laid up at job site, for Owner's final selection and approval. 4.0 Workmanship 4.1, Lay brick and other solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints, and shove into place. Do not slush head joints. Tuck pointing should not be necessary. 4.2 Face brick or block shall be laid in common ( "running ") bond, unless otherwise called for on the drawings, with colored masonry mortar as selected by the Owner. 4.2.1 Construct brick soldier courses, sloped rowlock sills, sloped rowlock courses on wing walls, brick caps and other special details in face brick construction as shown. All such special pattern work shall be accurately placed and carefully installed. Mortar setting beds for sloped rowlock sills shall be as called for. Saw cut reglet in face brick for installation of flashing where required, or detailed. 4.3 Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar in starting course on footings and foundation walls, and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or to be filled with concrete or grout. 4.4 Maintain joint widths as required to conform to the dimensions shown on the Drawings. Cut joints flush for masonry walls which are to be concealed or to be covered by other materials, unless otherwise shown. Tool exposed . joints slightly concave, unless otherwise directed by the Owner. Rake out mortar in preparation for application of caulking or sealants where shown or required. 4.5 Install cotton cord weep holes at the base of exterior composite veneer walls, space 2' -0" o. c. unless otherwise shown on the drawings. Do not place behind wing walls. 4.6 In face brick /block wall sections with CMU backup, provide continuous horizontal joint reinforcing as specified above, placed 16" o.c. vertically. Fully embed longitudinal side rods in mortar for their entire length with a minimum cover of 5/8" on either side and 1/2" on inner surface. Cut and bend units and provide laps as directed by manufacturer for continuity at returns, offsets, angle corner wall sections and other special conditions. 4.7 Install flexible brick ties in masonry veneer wall construction, at not to exceed spacings called for on the drawings. 4.8 Construct masonry control joints at locations shown or at a. maximum of 60' on centers, which shall be sealed with materials specified in Section 07900. 4.9 Fill cells of CMU foundation course with grout, using coarse grout complying with ASTM C 476, with all cells completely filled and tamped. 4.10 Protect masonry from freezing when the temperature of the surrounding air is 400 F. and falling. Heat materials and, provide temporary protection of completed portions of masonry work. Comply with governing codes and with the "Construction and Protection Recommendations for Cold Weather Masonry Construction" of the Technical Notes on Brick and Tile Construction of the Brick Institute of America (BIA). Do no masonry construction when temperature is expected to be 320 F. or lower for greater than 24 hours. 4.11 Do not lower the freezing point of mortar or grout by use of admixtures or anti - freeze agents. Do not use calcium chloride in mortar or grout. 4.12 Cut exposed masonry units where necessary with a power saw. Avoid the use, by proper layout, of less -than half -size units. 4.13 Wet brick of high absorption, prior to laying. If 20 drops of water in a 1" circle are absorbed in less than 90 seconds, absorption is too high. Do not wet concrete masonry units. 4.14 4.15 4.16 Bond intersecting walls with masonry units, or provide anchors spaced 2'0" max. Q.C. Provide concealed flashings in exterior masonry work where shown and at all similar locations. Build other work into the masonry as shown or required, fitting masonry units around other work and grouting for secure anchorage. 4.17 Protect newly laid masonry from exposure to precipitation, excessive drying, freezing, soiling, backfill and other harmful elements. 4.18 Dry -brush masonry work at end of each days's work. 4.19 Clean masonry with stiff brushes and a solution of trisodium phosphate and detergent (1/2 cup of each in 1 gallon water). If this cleaning is not successful in the judgement of the Owner, clean with acid complying with BIA and manufacturer's recommendations. 4.20 Remove visable efflorescence. 4.21 Seal brick per specification or manufacturer's recommendations. 4.22 Apply "Ply Cap ", or "Dryvit" or approved sealing paint to exterior exposed split face block and CMU at Drive Through under Base Bid with airless spray equipment, without dilution or alteration in any way, to obtain uniform coverage. Apply in strict accordance with manufacturer's instructions as to application method and coverage rate. 4.23 Protect plants, asphalt, concrete, glass, and metals from overspray of liquid acrylic material. 4.24 At end of one year guarantee period remove any efflorescnece and re -seal if recommended by manufacturer. END OF SECTION 04200 -5 1.0 General 1.1 SECTION 05120 - STRUCTURAL STEEL Furnish and install all structural steel indicated on the drawings and as specified herein, as required for structural use as well as for miscellaneous or ornamental use. 1.2 Comply with applicable provisions of AISC "Code of Standard Practice for Steel Buildings and Bridges "; AISC "Specifications for the Design, Fabrication, and Erection of Structual Steel for Buildings" including "Commentary "; AWS "Code for Welding in Building Construction" and Uniform Building Code - 1988 Edition; except as otherwise indicated. 1.3 Cold- formed steel framing supporting metal roof overhangs is included with the metal roof construction in Section 07410. 2.0 Submittals 2.1 Provide shop drawings to show complete details and schedules for fabrication, assembly and erection. Locate anchor bolts required for installation in other work; furnish templates for bolt installation by others. 3.0 Materials 3.1 Steel plates, shapes and bars shall conform to ASTM A 36. 3.2 Tubular Steel Items: Square and rectangular, ASTM A 501; cold- formed, ASTM A 500, Grade B; steel pipe, ASTM A 53, Type E or S, Grade B. 3.3 Fasteners shall be high- strength bolts and nuts, ASTM A 325. 3.4 Shop paint shall conform to FS TT -P -86, Type II, or SSPC -Paint 14. 4.0 Fabrication 4.1 Comply with AISC "Specifications" and final shop drawings. Mark and match -mark units for field assembly. 4.2 Provide base plates, anchor bolts with leveling nuts, wind bracing members, and all other accesories shown, specified, or required to produce a complete and finished installation of structural steel. 4.3 "Connections shall be as shown on final shop drawings. In general use welded connections for shop work and high - strength bolts or welding for field connections as called for on the approved shop drawings. 05120 -1 4.4 Comply with AWS Code for procedures, appearance and quality of welds, both shop and field. 4.5 Fabricate structual steel members to provide holes for securing other work and for passage of other work through steel framing. 4.6 Paint structural steel work, except members or portions of members embedded in concrete or mortar, and contact areas to be welded or riveted. Clean steel free of loose mill scale, rust, oil and greese. Apply prime paint to provide minimum dry film thickness of 1.5 mil. 5.0: Erection 5.1 Comply with AISC Code and Specifications, and maintain work in safe and stable condition during erection. Provide temporary bracing and shoring as required; remove when final connections are placed. 5.2 Set base plates on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces with bedding mortar consisting of commercial non - metallic, non- shrink grout materials as specified in Division 4. 5.3 Splice members only where shown on final shop drawings. 5.4 Touch -up prime paint after erection. Clean field welds, bolted connections and abraded areas, and apply same type paint as used in shop, or an oxide metal primer approved by the Owner which is compatible with the shop coat. 6.0 Inspection 6.1 The Owner will employ the services of an independent testing laboratory to determine that . structural connections are in compliance with the requirements of the Cdntract Documents. Any areas of non - compliance shall be corrected by the Contractor at his own expense, and the areas shall be retested. The Owner will pay all testing charges of the testing laboratory, but the Contractor shall bear all other costs in connection with preparation for and conducting of the structural testing. END OF SECTION 05120 -2 SECTION 05210- STEEL JOISTS 1.0 General 1.1 Furnish and install all steel joists as indicated on the drawings and as specified herein. 1.2 Joist Type: Steel joists shall be H- Series open web steel joists. 1.3 Comply with applicable provisions of the SJI and AISC "Standard Specifications and Load Tables" for types of joists specified, unless otherwise indicated. 2.0 Submittals 2.1 Provide shop drawings to show complete details and schedules for fabrication and erection, including layout, special connections, jointing and accessories. Locate anchor bolts for installation in other work; furnish templates for bolt installation by others. 3.0 Materials 3.1 Steel shall conform to ASTM A 36, or other per SJI and AISC "Specifications ". 3.2 Fasteners shall be high - strength bolts and nuts, ASTM A 325 or A 490; unfinished bolts and nuts, ASTM A 307, Grade A. 3.3 Shop paint shall comply with SJI and AISC Specifications for materials and application, except asphalt paint not permitted. 4.0 Fabrication 4.1 Fabrication shall comply with SJI and AISC "Specifications" and final shop drawings. Mark and match units for field assembly. 4.2 Provide holes to accommodate other work to be secured to joists. 4.3 Bridging shall comply with SJI and AISC "Specifications" for type of joists and installation requirements as called for. Provide bridging anchors for ends of bridging lines terminating at walls or beams. Provide bridging where shown. Where continuous horizontal bridging is shown, Contractor may furnish cross bridging or horizontal bridging, at his option. -05210 -1 4.4 End anchorage: shall comply with SJI'and AISC "Specifications ", unless otherwise indicated. 4.5 Provide special end connections to steel beams with shims and bearing plates as required, extened and overhanging ends, ceiling extensions where ceilings are attached directly to joists, and other conditions as called for on the drawings. Show detailed information on shop drawings'. 5.0 Erection 5.1 Erection shall comply with SJI.and AISC "Specifications ", and maintain work in safe and stable condition during erection. Do not apply any construction loads until bridging and anchorage are completed. 5.2 After joist installation, paint field bolt heads and nuts, and welded areas, abraded or rusty surfaces and clean with solvent before. painting., Use same type of paint as used for . shop painting. 6.0 Inspection 6.1 The Owner, through the Contractor, will employ the services of an independent testing laboratory to determine that structual connections are in compliance with the requirements of the Contract Documents. Any areas of non - compliance shall be corrected by the Contractor at his own expense, and the areas shall be retested. The Owner will pay all testing charges of the testing laboratory, but. the Contractor shall bear all other costs in connection with preparation for and conducting of the structualtesting. Submittals Provide shop drawings and data to show complete details and schedules for layout and types of deck panels, anchorage, supplementary framing, cut openings, and accesories. Materials Steel for galvanized units shall conform to ASTM A 446, minimum yield strength of 33,000 psi, Galy. G90. Steel shapes shall conform to ASTM A 36 and be compatible with items under 3.8 below, for 2nd floor deck. 3.3 Galvanizing repair paint shall conform to MIL -P -21035 (Ships). Steel for painted units shall conform to ASTM A 611, Grade C. Sheet metal accessories shall conform to ASTM A 526, Galvanized. 3.6 Galvanizing shall conform to ASTM A 525, G90. 3.7 Shop paint shall be manufacturer's standard baked -on rust inhibitive paint. 3.8 Second Floor Deck will be blended with "Walker Deck" WDR3 cellular decking at varying spacing per drawings. Steel shall conform to ASTM A 446, A611, or A570, have a minimum yield strength of 33KSI and be G60 galvanized. Gauge of decking is to be 20/20 combination with minimum I =1.469 inches4 and minimum S =0.714 inches3 per foot width. Secure to supporting members per structural drawings. 4.0 Fabrication 4.1 Form deck units in lengths to span at least 3 supports; flush, telescoped or nested 2" end laps; nested or interlocked side laps, unless otherwise indicated. 4.1.1 Provide roof deck units with configurations complying with SDI "Roof Deck Specifications ", of metal gauge, depth and width as shown. 4.1.2 Fabricate cellular composite metal floor deck units with top fluted section cells combined on a lower flat plate and interlocking side laps; of metal gauge, depth, width of unit, number of cells per unit, and width of cells as shown. 4.2 Provide cover plates, closure strips, roof sump pans, cant strips and other accessories as required. Use deck manufacturer's standards unless otherwise shown. Submit details. 4.3 Preset boxes for electrical connections to electrical floor boxes shall be furnished and installed by this contractor in the cellular steel floor deck in every outlet location shown on the drawings. Preset boxes shall be designed to accommodate the electrical floor boxes which will be furnished and installed by the Electrical Contractor. 5.0 Erection 5.1 Install deck units and accessories in accordance with manufacturer's recommendations and shop drawings, and as specified herein. 5.2 Place deck units on supporting steel framework and adjust to final position with ends accurately aligned and bearing on supporting members before being permanently fastened. Do not stretch or contract side lap interlocks. 5.3 Place deck units in straight alignment for entire length of run of cells and with close alignment between cells at ends of abutting units. Place deck units flat and square, secured to adjacent framing without warp or excessive deflection. 5.4 5.5 5.6 Do not place deck units on concrete supporting structure until concrete has cured and is dry. Coordinate and cooperate with structural steel erector in locating decking bundles to prevent overloading of structural members. 5.7 Do not use floor deck units for storage or working platform until permanently secured. 5.8 Comply with AWS requirements and procedures for normal shielded metal arc welding, appearance and quality of welds and methods used in correcting welding work. Use welding washers where recommended by deck manufacturer. 5.9 Fasten floor deck units to steel supporting members by not less than 3/4" diameter fusion welds or elongated welds of equal strength, spaced not more than 12" on centers with a minimum of 2 welds per unit at each support. Tack weld or use self tapping No.8 or larger machine screws. 5.10. Fasten roof deck units to steel supporting members by not less than 1/2" diameter fusion welds or elongated welds of equal strength, spaced not more than 12" on centers at every support, and at closer spacing where required for lateral force resistance. In addition, secure deck to each supporting member in ribs where side laps occur. 5.11 Mechanically fasten side laps of adjacent deck units between supports, at intervals of not more than 36" on centers using self tapping No. 8 or larger machine screws. 5.12 Uplift loading: Install and anchor roof deck units to resist gross uplift loading of 45 lbs. per sq. ft. at eave overhang and 30 lbs. per sq. ft. for other roof areas. 5.13 Keep the interior of cells that will be used for raceways free of welds and metal cuts with sharp edges or points. 5.14 Cutting and fitting: Cut and neatly fit deck units and accessories around other work projecting through or adjacent to the decking. 05300 -3 5.15 Reinforcement of openings: Provide additional metal reinforcement and closure pieces as required for strength, continuity of decking and support of other work as required. 5.16 Hangar slots or clips: Provide UL approved punched hangar slots between cells or flutes of lower element where floor deck units are to receive hangars for support of ceiling construction, air ducts, diffusers, or lighting fixtures. 5.16.1 Hangar clips designed to clip over male side lap joints of floor deck units may be used instead of hangar slots. 5.16.2 Locate slots or clips at not more than 14" on center in both directions, not over 9" from walls at ends, and not more than 12" from walls at sides, unless otherwise shown or noted. 5.16.3 Provide manufacturer's standard hangar attachment devices. 5.17 Joint covers: Provide metal joint covers at abutting ends and at changes in direction of floor deck units, except where taped joints are required. 5.18 Roof sump pans: Place over openings provided in roof decking and weld to top decking surface. Space welds not more than 12" on centers, with at least one weld at each corner. Cut opening in roof sump bottom to accomodate drain size indicated. 5.19 Shear connectors: Weld shear connecters to supports through decking units in accordance with manufacturer's instructions. Do not weld shear connectors through two layers (lapped side) of decking units. Weld only on clean, dry deck surfaces. Rusty units will be rejected. 5.20 Cant strips: Weld to top surface of roof decking, and secure wood nailers with galvanized nails, and to steel framing with welds at 12" on centers. Lap end joints not less than 3 ", and secure with galvanized sheet metal screws. 5.21 Closure strips: Provide metal closure strips at open, uncovered ends and edges of roof decking, and in voids between decking and other construction. Weld into position to provide a complete decking installation. 5.22 Touch up Painting: After decking installation, wire brush, clean and paint scarred areas, welds and rust spots on top and bottom surfaces of decking units and supporting members. 5.22.1 Touch up galvanized surfaces with galvanized surfaces with galvanizing repair paint applied in accordance with manufacturer's instructions. 5.22.2 Touch up painted surfaces with same type of shop paint used on adjacent surfaces. END OF SECTION 05300 -4 .. 05400 -1 3.2 Space steel studs 16" o.c., except as otherwise shown on the drawings. 3.3 Install horizontal stiffeners in steel stud systems, spaced 4' -0" o.c. maximum (vertical spacing) where shown on drawings. 3.4. Frame door openings and other openings more than 2' -0" wide with two additional studs at each jamb, secured to frames and to other studs in the manner recommended by the manufacturer. Install runner channel on frame head and under sill of each wall opening, and install jack studs (spacing same as full-height studs) above and below opening. Install additional stiffeners 6" above and 6" below opening, extended two regular stud spaces beyond jambs on each side. 3.5 Splices in studs shall not be permitted. 3.6 Provide insulation in all double jamb exterior wall studs . and headers prior to erection which will, not be accessible after erection. Wire tying of components shall not be allowed. SECTION 05500 - MISCELLANEOUS METAL 1.0 General 1.1* Furnish and install all miscellaneous metal fabrications indicated on the drawings and as specified herein, including items made from iron and steel shapes, plates, bars, strips, tubes, pipes and casing which are not a part of structural steel or other metal systems specified elsewhere. 1.1.1 Fabrications in the Section include, but are not necessarily limited to, the following: Steel angle jamb guards Ladders Rough hardware Ship's ladders Pipe bollards Metal stairs and railings Loose bearing and leveling plates Expanded metal gratings Loose steel lintels Pipe railings Miscellaneous framing and supports Structural steel door frames Miscellaneous steel trim Fence footing pipes Exterior gate hardware Boundary markers Underground utility line markers 1.2 Comply with applicable provisions of the AISC "Specifications for the Design, Fabrication and Erection of. Structural Steel for Buildings" and AWS "Structural Welding Code ", unless otherwise indicated. 2.0 Submittals 2.1 Provide shop drawings to show complete details and instructions for fabrication assembly and installation. Furnish anchor bolts required for installation in other work; furnish templates for bolt installation. 3.0 Materials 3.1 Furnish inserts and anchoring devices to be built into other work for installation of miscellaneous metal items. Coordinate delivery to job site to avoid delay. 3.2 Steel plates, shapes, bars shall conform to ASTM A36. 3.3 Steel pipe shall conform to ASTM A53, Type E or S, Grade B. 3.4 Cold- rolled steel sheets shall conform to ASTM A 366. 3.5 Steel tubing shall be cold- formed, ASTM A 500, or hot - rolled, ASTM A 501, with G90 galvanizing. 3.6 Gray iron casting shall conform to ASTM A48, Class 30. 3.7 Galvanized steel sheets shall conform to ASTM A 526, with ASTM A 525 Grade G90 zinc coating. 3.8 Concrete inserts shall be malleable iron (ASTM A 47) or cast steel (ASTM A 27) inserts, with steel bolts, washers and shims; hot dip galvanized. 3.9 Shop paint shall conform to FS TT -P -86, Type II; or SSPC -Paint 14. Apply to cleaned and degreased steel surfaces at rate to provide a 2.0 -mil dry film thickness. 3.10 Galvanizing shall conform to ASTM A 386 for assembled products; A153 for iron and steel hardware. 3.11 Non - shrink grout shall be pre- mixed, factory - packaged, non - metallic, non - staining, non - corrosive, non - gaseous type; comply with applicable provisions of CE CRD -C621. 3.12 Fasteners: Provide bolts, nuts, lag bolts, machine screws, wood screws, toggle bolts, masonry anchorage devices, lock washers and other devices as required for the applications indicated, and comply with applicable Federal Specification standards. Hot -dip galvanize fasteners for exterior applications to comply with ASTM A 153. 4.0 Fabrication 4.1 Use materials of size and thickness shown or, if not shown, of required size and thickness to produce strength and durability in finished product. Shop paint all items not specified to be galvanized after fabrication. 4.2 Weld corners and seams continuously, grind exposed welds smooth and flush. Form exposed conections with hairline, flush joints, use concealed fasteners where possible. 05500 -2 4.3 Shop paint metal fabrications, except members or portions of members to be embedded in concrete or masonry, surfaces and edges to be field welded, and galvanized surfaces. Remove scale, rust and other deleterious materials before applying shop coat. Apply one shop coat to metal fabrications, except apply two coats to surfaces inaccessible after assembly or erection. Rusty members to be rejected. 4.4 Provide steel angle nosings, jamb guards, corner bumpers, plates and similar structural steel items as indicated on the drawings. Fabricate with anchorage devices as indicated, or as shown on the approved shop drawings, including welded -in -place anchors for attachment to wall construction. 4.5 Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangars, dowels and other miscellaneous steel and iron shapes as required for framing, supporting, anchoring or securing other work to concrete or masonry. Straight bolts and other stock rough hardware items are specified in Division 6. Anchor bolts for masonry are specified in Division 4. 4.5.1 Fabricate items to sizes, shapes and dimensions required. Furnish malleable iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish cut steel washers. 4.6 Provide concrete filled galvanized steel pipe bollards with galvanized screw -on caps, set in concrete bases as called for. 4.7 Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction, made flat, free from warps or twists, and of required thickness and bearing area. Drill plates to receive anchor bolts and for grouting, as required. 4.8 Provide loose structural steel lintels for openings and recesses in masonry walls and partitions as shown or required. If not otherwise indicated, provide not less than 8" bearing at each side of openings. 4.9 Provide miscellaneous steel framing and supports which are not a part of structural steel framework, as required to complete the Work. Fabricate miscellaneous units to sizes, shapes and profiles shown, or, if not shown, of required dimensions to receive adjacent other work to be retained by framing. Equip items with integrally welded anchors for casting into concrete or building into masonry, as appropriate and as required. 4.10 Provide miscellaneous steel trim of shapes, sizes and profiles shown. Fabricate items from structural steel 05500 -3 shapes, plates or bars, or from steel sheet. Galvanize items that will be exposed to the weather. 4.11 Provide exterior gate hardware for trash enclosure as shown and detailed on the drawings, including galvanized cane bolts and galvanized bolt stays, gray enamel ball bearing strap hinges, rods and turnbuckles, bent plates, angles, and other attachment devices as called for and as required. 4.12 Provide steel boundary markers and steel underground utility line markers as shown on the drawings, set in concrete as called for. 4.13 Fabricate steel pipe railings to dimensions when shown, with smooth bends and welded joints, using 1 -1/4" steel pipe unless otherwise shown. Secure posts and rail ends to building construction as indicated. 4.14 Fabricate ladders and ship's ladders for the locations shown, with dimensions, spacing, details and anchorages as indicated. Comply with requirements of ANSI A -14.3 unless otherwise indicated. Comply with OSHA and WISHA. 4.14.1 Fabricate straight ladders with continuous structural steel flat bar side rails with eased edges and solid structural steel bar rungs, of sizes and spacings called for. Fit rungs in centerline of side rails, plug weld and grind smooth on outer rail faces. 4.14.2 Support ladder at top, bottom and at intermediate points spaced not more than 4' on center. Use welded steel brackets designed for adequate support and anchorages , and to hold the ladder clear of the wall surface. Extend rails above top rung as shown and return to the wall. Refer to OSHA requirements for additional detail. 4.14.3 Provide ship's ladders where indicated. Fabricate of open type construction with structural steel channel or steel plate stringers, pipe handrails, and open steel grating treads, unless otherwise indicated. Provide all necessary brackets and fittings for installation. 4.15 Construct metal stairs and railings to conform to sizes and arrangements shown. Join pieces together by welding unless otherwise specifically indicated. 4.15.1 Provide complete stair assemblies, including metal framing, hangars, railings, balusters, struts, clips, brackets, bearing plates and other components necessary for the support of stairs and landings, and as required to anchor and contain the stairs on the supporting structure. 05500 - 4 4.15.2 Fabricate stringers of structural steel members as shown. Provide closures for exposed ends of stringers. Construct landings of structural steel channel headers and misc. framing members as indicated. Fabricate and join so that bolts, if used, do not appear on the finished surface. 4.15.3 Provide metal pan risers, subtreads and sublandings shaped to conform to configuration shown. 4.15.4 Form metal pans of cold rolled carbon steel sheet. Directly weld risers and subtreads to stringers, locating welds on side of metal pans to be concealed by concrete fill. 4.15.5 Construct stair railings as detailed, including hand rail brackets and steel subchannel for handrails. Handrails will be hardwood as specified in Division 6. 4.15.6 Connect balusters to stair framing by direct welding, with exposed portions neatly ground smooth. 4.15.7 Provide wall rail brackets of type called for on the drawings, located and installed in accordance with manufacturer's instructions. 4.16 Provide expanded metal gratings in style, size, thickness, weight and type indicated. Comply with EMMA "Standards for Expanded Metal ". 4.16.1 Steel finish shall consist of manufacturer's standard shop prime paint. Finish painting shall be as specified in Section 09900. 4.16.2 Cut, drill and fit grating sections in shop to maximum extent possible. 4.16.3 Fabricate cutouts in grating sections for penetrations as indicated or required. Cut openings neatly and accurately to size. Edge band openings with bars having a thickness of not less than the overall grating thickness at contact points. 4.16.4 Fit exposed connections accurately together to form tight hairline joints. 4.17 Fabricate Steel pipe railings and handrails to design, dimensions and detail indicated. Form of pipe of size and wall thickness called for. All welds ground smooth, true and plane for appearance. 4.17.1 Form bends by use of prefabricated elbow fittings and radius bends or by bending pipe, at fabricator's option. 4.17.2 Provide wall returns at ends of wall mounted handrails, except as otherwise indicated. 05500 - 5 4.17.3 Close exposed ends of pipe by welding 3/16" thick steel plate in place, or by use of prefabricated fittings. 4.17.4 Provide wall brackets, end closures, flanges, miscellaneous fittings and anchors for interconnections of pipe and attachment of railings and hand rails to other work. Furnish inserts and other anchorage device for connecting rails and handrails to concrete or masonry work. 4.18 Fabricate steel door frames and corner bumpers of structural shapes as shown, fully welded, uniform, square and true. Plug weld built up members, continuously weld exposed joints, grind smooth. 4.18.1 Provide steel strap anchors for securing door frames to adjoining masonry, of size and length of embedment indicated on the drawings, or on the shop drawings. Weld anchors to frame jambs no more than 12" from both bottom and head of frame. Space anchors no more than 30" apart. 4.19 Furnish bent or otherwise custom fabricated bolts, plates, dowels, anchors, hangars and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or masonry. Straight bolts and other stock rough hardware items are specified in Division 6. 4.19.1 Fabricate items to sizes, shapes and dimensions required. Furnish malleable iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish steel washers. 4.20 Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction, made flat, free from warps or twists, and of required thickness and bearing area. Drill plates to receive anchor bolts and for grouting, as required. 4.21 Provide loose structural steel lintels for openings and recesses in masonry walls and partitions as shown. Weld adjoining members together to form a single unit where indicated. Provide not less than 8" bearing*at each side of openings, unless otherwise shown. 4.22 Provide miscellaneous steel framing and supports which are not a part of structural steel framework, as required to complete the work. 4.22.1 Fabricate miscellaneous units of structural steel shapes, plates and bars to sizes, shapes and profiles indicated or, if not indicated, of required dimensions to receive adjacent other work to be retained by framing. All welded construction using mitred joints for field connections. Cut, drill and tap units to receive hardware and similar items. 4.22.2 Equip units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete or masonry is placed. 4.23 Provide shapes and sizes indicated for profiles shown. Unless otherwise indicated, fabricate units from structural steel shapes, plates and steel bars, with continuously welded joints and smooth exposed edges. Use concealed field splices whereever possible. Provide cutouts, fittings and anchorages as required for coordination of assembly and installation with other work. 5.0 Installation 5.1 Perform cutting, drilling and fitting required for installation of metal fabrications. Set work accurately in location, alignment and elevation, measured from established lines and necessary for installation to other work. 5.2 Set loose items on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces . with bedding mortar, consisting of 1 part Portland cement to 3 parts sand and only enough water for packing and hydration, or use commercial non - shrink grout material of type specified in Section 04200. • Touch up shop paint after installation. Clean field welds, bolted connections and abraded areas, and apply same type . paint as used in shop. Use galvanizing repair paint on damaged galvanized surfaces. SECTION 06100 - ROUGH CARPENTRY WORK 1.0 General 1.1 Furnish and install rough carpentry work as indicated on the drawings and as specified herein. 2.0 Materials 2.1 Lumber Standard: American Softwood Lumber Standard PS 20 (U.S. Dept. of Commerce), S4S, 19% moisture at time of dressing. 2.2 Plywood Standard: Softwood Plywood Construction and Industrial Standard PS 1 (U.S. Dept. of Commerce), type and grade as specified. 2.3 Factory -mark each piece of lumber and plywood with type, grade, mill and grading agency, except omit marking from surfaces to be exposed without finish. 2.4 2.5 2.6 Light framing (4" x 4" max.) shall be "Standard" and better grade, Hem -fir. Structural framing (2" x 6" to 4" x 14 ") shall be "No. 1" grade, Doug Fir graded under WWPA or WCLB rules. Plywood for sheathing shall be APA rated sheathing as noted on structural drawings, Exterior PS1 -83. Plywood shall bear the appropriate APA mark. Minimum 5/8" thick. 2.7 Plywood backing for electrical equipment and telephone backboard shall be APA C -D PLUGGED INT with exterior glue, fire- retardant treated, 3/4" thick except as otherwise indicated. 2.8 Gypsum sheathing shall comply with ASTM C 79, 5/8" thick, Grade W (water - resistant treated core), type "X "elsewhere, 2' x 8' with V- shaped tongued and grooved long edges and square short edges, in all conditions of damp use - all walls of restrooms. 2.9 Use preservative Pressure - Treated Wood; AWPI LP -2 pressure- treated with water -borne preservatives for all cants, curbs, nailers, blocking, fencing, etc. Kiln -dry to 15% moisture content after treatment. Do not apply specified finish until moisture content reaches the lowest level recommended by coatings manufacturer, where wood is to be painted or stained. 06100 -1 2.10 Anchorage and Fastening Materials: Select proper type, size, material and finish for each application. Comply with applicable federal specifications for nails and staples, wood screws, bolts, nuts, washers, lag screws or lag bolts, masonry anchoring devices, and bar, strap, or framing anchors. 2.11 Building felt shall be asphalt saturated non - perforated felt (ASTM D 226, Type 1), 15 -1b. type over gypsum sheathing and 30 -1b. type over plywood sheathing. 3.0 Installation 3.1 Comply with applicable portions of the "Manual of House Framing" by National Forest Products Association, and the UBC Set, including requirements for nailing, firestopping, anchorage, framing and bracing. 3.2 Screw - attach plywood sheathing 6" o.c. at edges of panels, and 10" o.c. at intermediate supports. Leave appropriate expansion space between panels, and use screw size and type as recommended by APA. 3.2.1 Apply #30 building felt over surface of plywood sheathing. Lap joints not less than 3 ", anchor with hot - dipped zinc coated nails, providing an unbroken protective layer over sheathing. 3.3 Install 2' x 8' gypsum sheathing horizontally with long edges at right angles to studs, with grooved edge down. Center end joints over supports, and stagger in each course. Screw - attach gypsum sheathing to each support in accordance with manufacturer's recommended spacing, but provide not less than 7 fasteners per 2' width per stud, using 1" type S or S -12 cadmium - plated bugle head screws. Keep perimeter fasteners 3/8" from edges and ends of board units. Fit boards tightly against each other and around openings. 3.3.1 At exterior applications, cover gypsum sheathing with building felt applied horizontally, with 2" overlap and 6" end lap, and fasten with corrosion- resistant staples as recommended by the sheathing manufacturer. 3.4 Provide wood grounds, nailers and blocking wherever shown or required for attachment of other work, including but not limited to, blocking in walls for wall- mounted door stops. WB11, WB11x and W20 wall stops are to be mounted near the top of the door; see Hardware, Section 08700. Provide blocking for toilet accessories as shown on the drawings and as required to provide permanent rigid installation. END OF SECTION 06100 -2 • SECTION 06200 - FINISH CARPENTRY AND MILLWORK 1.0 General 1.1 Furnish and install all exterior and interior finish carpentry and millwork as indicated on the Drawings and as specified herein. 1.2 Comply with applicable "Architectural Woodwork Quality Standards" of the Architectural Woodworking Institute, and "Manual of Millwork" requirements published by the Woodwork Institute of California (WIC). 1.3 2.0 2.1 Kitchen cabinets are specified in Section 11950. Materials Exterior woodwork shall be "B" grade of California Redwood or select merchantable Western Red Cedar, for solid stain finish as specified. 2.2 Interior woodwork and trim shall be Premium Grade plain sawn birch, for transparent finish. 2.3 Hardwood lumber shall be clear Red Oak. 2.4 Plastic laminate shall be high pressure decorative laminate complying with NEMA LD 3 GP -50 grade in color, pattern and finish selected by the Owner from manufacturer's complete standard product line, self edged, on plywood with backing sheet on concealed surfaces. 3.0 Installation 3.1 Condition woodwork to average prevailing humidity conditions in installation area prior to installing. 3.2 Install plumb, level, true and straight with no distortion. Shim as required, using concealed shims. Cut to fit unless shop - fabricated or shop -cut to exact size. Where woodwork abuts other finished work, scribe and cut for accurate fit. Before making cutouts, drill pilot holes at corners. 3.3 Distribute defects allowed in the quality grade specified to the best overall advantange, when installing job - assembled woodwork items. 3.4 Blind nail where possible. Use fine finishing nails where exposed. Set exposed nail heads for filling. Scribe and cut for accurate fit to other finished work. Glue all joints. Clean woodwork and fill nail holes in preparation for finishes specified under Division 9. END OF SECTION 06200 -1 SECTION 07160 - BITUMINOUS DAMPPROOFING AND FOUNDATION DRAINAGE 1.0 GENERAL 1.1 Provide cold - applied coal tar dampproofing and composite foundation drainage blanket material on foundation walls around below grade areas, as shown on drawings and as herein specified. 1.2 Footing subdrain system is specified in Section 02550. 1.3 Submit manufacturer's technical data, installation instructions and recommendations for each material specified in this section. Include data substantiating that materials comply with specified requirements. 2.0 JOB CONDITIONS 2.1 Substrate: Proceed with dampproofing work only after substrate construction and penetrations have been completed, and concrete is fully cured. 2.2 Weather: Proceed with dampproofing work only when existing and forcasted weather conditions will permit work to be performed in accordance with manufacturer's recommendations. 3.0 Materials 3.1 Cold Applied Tar Dampproofing 3.1.1 Coal tar Bitumen Compound: Manufacturer's standard coal tar pitch and solvent compound, recommended for dry below grade exterior applications, compounded to penetrate substrate and build to moisture resistant, firm, elastic coating; FS SS -C -540. 3.1.2 Manufacturers producing products complying with the requirements specified include the following: Celotex Corporation GAF Corporation Koppers Company, Inc. 3.2 Foundation Drainage Material 3.2.1 Foundation drainage material shall be a two layer composite consisting of polyester nonwoven filter fabric heat bonded to a compression resistant nylon matting of open, three dimensional construction. Manufacturers furnishing products conforming to these specifications include the following: American Enka Co.; Enkadrain Type 9120 07160 - 1 4.0 Installation 4.1 Bulb type waterstops are specified in section 03300. 4.2 Apply dampproofing and foundation drainage material to all exterior below grade surfaces of walls in contact with earth or other backfill, where ever space of any kind is enclosed on the opposite side. 4.3 Comply with manufacturer's instruction, except where project conditions require extra precautions or provisions to ensure satisfactory performance of the work. 4.4 Mask or otherwise protect adjoining work to prevent spillage or migration of dampproofing materials onto other surfaces. Do not allow dampproofing materials to enter drains or conductors of any sort. 4.5 Install vertical dampproofing down walls from finished grade line to top of footing, install 2" X 2" cant strip of bituminous grout at base of vertical dampproofing where it meets footing, and extend over top of footing and turn down over outside face of footing. Extend dampproofing 12" onto intersecting walls and footings, but do not extend onto surfaces which will be exposed to view when project is complete. 4.6 Apply cold applied liquid bitumen dampproofing compound to provide minimum rate of application and minimum uniform dry film thicknesses as follows: 1st. coat: 1.75 gal per 100 sq. ft., min 12 mils thick. 2nd. coat: 1.0 gal per 100 sq. ft., min 10 mils thick. 4.7 Foundation drainage material shall be installed below grade on the surface of bituminous dampproofing on elevator pit walls and other locations as shown, or implied. 4.8 Install foundation drainage material by gluing to the exterior of the bituminous dampproofing on foundation walls, and completely covering the foundation drainage system, in strict accordance with manufacturer's instructions. Use glue recommended by drainage material manufacturer. At top of wall, cut away the top 4" to 6" of the nylon material and glue the exposed filter fabric to the foundation wall. Adjacent strips of material shall be installed by overlapping the 3" filter fabric excess over the previously installed strip. END OF SECTION 07160 - 2 2.0 Perimeter and Underslab Insulation 2.1 The thickness of perimeter and underslab insulation shown on the drawings is based on a k -value of 0.20. The thicknesses to be furnished for various types of insulation shall be as specified below. 2.2 Material 2.2.1 Urethane Insulation Board shall conform fo FS HH -1- 00530, Type 1, Class 2, k -value of 0.16. 2.2.2 Extruded Polystyrene Insulation Board shall conform to FS HH -1 -524, Type II, Class B, self- skinned, k -value of 0.20; 1 -1/2" thick; Styrofoam SM or SB (Dow /Amspec). 2.2.3 Molded Polystyrene Insulation Board shall conform to FS -HH -1 -524, Type 1, Class A, k -value of 0.27; 2" thick. 2.2.4 Fiberglass Batt Insulation: FS 25 unfaced or vapor barrier faced in roof, small spaces in walls and where called for. Vapor barrier required on warm side of insulation. 2.2.5 Sound Insulation: Provide fiberglass batts, 3" thick sound insulating where noted on plans at toilet rooms and mechanical rooms, generally. 2.2.6 R- values as stated on drawings or required by Code. 3.0 General Building Insulation 3.1 Extruded Polystyrene Board Insulation: Rigid cellular polystyrene thermal insulation with closed cells and integral high density skin, formed by the expansion of polystyrene base resin in an extrusion process to comply with ASTM C 578, Type IV; 5 -year aged R -value of 5 BTU /(hr. x sf. x 0F) at 750 F; in manufacturer's standard lengths and widths; thicknesses as indicated. 07200 -1 3.1.1 Subject to compliance with requirements shown and specified, provide one of the following: "Styrofoam SM /SB" - Dow Chemical USA "Foamular 250" - UC Industries "Certiform" - Minnesota Diversified Products, Inc. 3.1.2 Adhesive: Type recommended by insulation board manufacturer for applications indicated. 3.2 Glass Fiber Blanket /Batt Insulation: Inorganic (nonasbestos) fibers formed with binders into unfaced resilient flexible blankets or semi -rigid batts with thermosetting resins, to comply with ASTM C 665 for Type I (blankets without membrane facing), with maximum flame spread and smoke developed values of 25, densities of not less than 0.5 lb. per cu. ft. for glass fiber units. Manufacturer's standard lengths and widths as required to coordinate with spaces to be insulated. Johns - Manville or approved. 4.0 Installation 4.1 Comply with manufacturer's instructions for the materials and particular conditions of installation in each case. Extend insulation full thickness over entire surfaces to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation and mastic. Do not obstruct ventilation spaces. 4.2 Perimeter and Under -Slab Insulation: On vertical surfaces, set units in adhesive applied in accordance with manufacturer's instructions. Use type adhesive recommended by manufacturer of insulation. 4.2.1 See that vapor retarder is properly installed, without gaps or punctures, beneath horizontal perimeter insulation at time of installation of the insulation. 4.3 Batt Insulation: Insulation units are to be friction fit between adjacent framing members, in accordance with manufacturer's instructions. Set vapor retarder face to warm side of construction as specified in 09250. Do not obstruct ventilation spaces, except for firestopping. Provide any additional support required to keep batts from sagging per manufacturer's recommendations. Support sound insulation fully, to satisfaction of Architect and Owner. 4.4 Tape joints and ruptures in vapor barriers, using adhesive tape of type recommended by insulation manufacturer, and seal each continuous area of insulation to surrounding construction to ensure vapor tight installation of the units. Do not tape joints at ceiling. END OF SECTION 07200 -2 SECTION 07530 - ELASTOMERIC SHEET ROOFING SYSTEM 1.0 General 1.1 Furnish and install loosely installed and ballasted elastomeric sheet membrane system over roof insulation placed over metal roof deck. 1.2 Obtain primary elastomeric sheet roofing from a single manufacturer. Provide secondary materials as recommended by manufacturer of primary materials. 1.2.1 Furnish and install all accessory materials required for the installation including, but not necessarily limited to, .060" elastomeric flashing, rubber nailing strips and fasteners for perimeter nailing, splicing cement, lap sealant, bonding adhesive, molded pipe flashings, water cut -off mastic, pourable sealer, and the like. 1.2.2 Manufacturer shall send qualified technical representative to project site at the job start for purposes of advising roofing subcontractor of procedures for precautions for use of roofing materials. 1.3 Submit written evidence that elastomeric sheet roofing system will be installed by a firm with not less than three years of successful experience in installation of roofing 'systems similar to those required for this project, and which is acceptable to or licensed by the manufacturer of the primary roofing materials. 1.4 Prior to commencement of the roofing work, there shall be a pre- roofing meeting with the roofing contractor, the roofing contractor's foreman, roofing manufacturer, installers of related work, and the owner's representative(s) in attendance. Owner will record discussions and agreements and furnish a copy to each participant. 1.4.1 Note: ROOFING CONTRACTOR'S FOREMAN MUST ATTEND THIS 'MEETING. 1.5 Provide labeled materials which have been tested and listed by UL for the application required, for "Class A" rated materials /systems. 1.6 Submit specifications, installation instructions and general recommendations from manufacturer of elastomeric sheet roofing system materials, including data substantiating that materials comply with requirements. Submit installation details. 07530 -1 1.6.1 Submit complete shop drawings showing roof configuration and sheet layout, perimeter and penetration details, layout of tapered insulation areas, and special conditions. 1.6.2 Provide sheets of maximum size possible, in order to minimize frequency of seams and to accommodate contours of roof deck and proper drainage across shingled laps of sheets. 1.7 Provide written warranty satisfactory to the Owner, signed by manufacturer of primary roofing materials and his authorized installer, agreeing to replace /repair defective materials and workmanship for a period of 10 years after the Date of Substantial Completion with the maximum liability of warranty being not less than the Owner's original cost of the installed roof. 1.7.1 Provide a written warranty covering material only for a 20 -year time period. 1.8 Prefabricated curbs for mechanical equipment will be furnished by the Mechanical Subcontractor, but shall be installed, sealed and flashed by the Roofing Subcontractor under this section. 1.9 Wood nailers /blocking /curbs are specified in Section 06100. 1.10 Metal counterflashings are specified in Section 07600. 1.11 Roof accessories are specified in Section 07800. 1.12 Roof drains are specified in Section 15250. 2.0 Materials and Systems 2.1 Provide products which are recommended by manufacturers to be fully compatible with indicated substrates, or provide separation materials as required to eliminate contact between incompatible materials. 2.2 Exterior gypsum sheathing laid at right angles to and on decking ribs to be 1/2" thick with square edges butted together with joints adequate to allow any expansion anticipated. 2.3 Roof insulation shall be extruded polystyrene board; Dow Chemical Styrofoam SM with not more than 1% water absorption by weight,water vapor permeability of 0.6 perm -inch 40 PSI compressive strength. Provide tapered insulation for crickets and any other locations indicated of like material. Insulation thicknesses and tapers shall be as called for on drawings. Polyisocyanurate is not acceptable. 2.3.1 Vapor retarder: 6 mil polyethylene sheeting PS- 17 -69. 07530 -2 2.4 Elastomeric sheet material shall be ethylene propylene diene monomer (EPDM), manufacturer's standard thickness but not less than 45 mils, 1,400 psi minimum tensile strength (ASTM D 412), vapor permeable, ultraviolet and ozone resistant, low temperature brittleness not higher than -400 F. ( -400 C.) (ASTM D 746), standard color. 2.4.1 Subject to compliance with specified requirements, provide one of the following: 2.4.1.1 "Sure =Seal B "; Carlisle Tire and Rubber Co. 2.4.1.2 "Firestone Rubberguard "; Firestone Industrial Products Co. 2.5 Aggregate surface ballast shall be washed, rounded riverbed stone ranging in size from 3/4" to 1 -1/2" in diameter, which will withstand weather exposure without signifcant deterioration, and acceptable to the elastomeric sheet roofing manufacturer. No more than 1/2% fines allowed. Too many fines and broken rock are cause for rejection of material. 2.6 Sheet Seaming System: Manufacturer's standard materials for sealing lapped joints, including edge sealer to cover exposed spliced edges, as recommended by manufacturer of the elastomeric sheet roofing system. 2.6.1 Deliver fluid materials in original sealed, undamaged containers identified with material name, date of manufacture and lot number. Stored materials in conformance with manufacturer's specifications. 2.7 Cant strips, flashing accessories and other related installation materials shall be types recommended by manufacturer of elastomeric sheet roofing material, provided at locations indicated and at location recommended by the manufacturer, and including adhesive tapes, flashing cements and sealants. 2.7.1 2.8 2.9 Elastic sheet flashing /membrane is specified in Section 07600. See Section 07800 for specification of materials and application of roof accessories. Adhesive for bonding insulation shall be as recommended by insulation and elastomeric sheet roofing manufacturer for deck type, complying with fire and insurance rating requirements. 07530 -3 3.0 Insulation Installation 3.1 Insulation shall be loose -laid over the substrate, as required by the elastomeric sheet roofing manufacturer to comply with the specified warranty requirements. 3.2 Install required thickness of insulation (exclusive of crickets and tapered construction) in two layers with joints of second layer staggered from joints of first layer a minimum of 12" in each direction. Cut and fit tightly around obstructions, and fil voids with insulation. Voids exceeding 1/8" shall be filled with insulation. Joints shall be butted tightly. 3.3 Do not install more insulation each day than can be covered with membrane before end of day and before start of inclement weather. 3.4 Layout and install crickets and other areas requiring tapered installation units as shown on the approved shop drawings and in accordance with the recommendations of the insulation manufacturer and of the elastomeric sheet roofing manufacturer. Provide tapered units whether manufactured or not wire cut - as shown. 3.5 Install tapered insulation at drains as shown on details. 4.0 Flexible Sheet Roofing Membrane Installation 4.1 Start installation only in presence of manufacturer's technical representative. 4.2 Install loose ballasted elastomeric sheet roofing membrane by unrolling over prepared substrate, nailing only at perimeter and at roofing penetrations. Lap adjoining sheets as recommended by the elastomeric sheet roofing manufacturer and bond as recommended by the manufacturer, covering top edges of each sheet at seams with uniform bead of sealant. 4.3 Install perimeter flashings, membrane roofing at roof drains and at other roof penetrations in conjunction with elastomeric sheet membrane /flashing, as called for on the drawings and in accordance with membrane manufacturer's recommendations and requirements. 4.4 Consult Section 07800 and the Drawings for locations, details, materials and installation of roof accessories and penetrations through the elastomeric sheet roofing. 4.5 Consult Section 07600 and the Drawings for requirements of and coordination with sheet metal counter flashings. 07530 -4 4.6 Apply ballast course in uniform thickness at rate of not less than 10 lbs. per sq. ft., spreading with care to minimize possibility of damage to membrane. 5.0 Protection of Partially Completed Roofs: 5.1 In accordance with manufacturer's specifications. 5.2 Field Quality Control: During installation, continuously supervise as specified. 5.2.1 After completion of installation arrange for a representative of the manufacturer to inspect the roof to ascertain that the roof has been installed according to manufacturer's specifications. (Report findings in writing and submit with warranty.) Owner's representative must be present for final inspection and must be notified 72 hours in advance. 5.2.2 Manufacturer's guarantee /warranty shall be issued to Owner before final "retention" payment will be made to Contractor. 6.0 Warranty Inspection 6.1 Before the expiration of warranty period, the manufacturer, or his authorized representative, shall meet with representatives of the Owner for a final inspection. Repair all observed defects and deficiencies in roof and flashing . at no additional cost. Warranty shall remain in force for (2) years from date of final completion, and any necessary repair work has been performed. The manufacturer at this time shall advise the Owner on recommended future inspection and maintenance of roof. Manufacturer to supply Owner with instructions as well as written approval for making.: temporary repairs in case of emergency situations. 7.0 Safety: 7.1 EPDM roofing systems require particular safety precautions concerning fire hazards with adhesives and solvents. All container labels must be observed and obeyed for content and procedures to minimize hazards to persons and property. COMPANY LETTERHEAD CERTIFICATE OF GUARANTEE We, (Name or company or contractor), agree to maintain the roofing flashing and counter flashing on the below mentioned building for period indicated. This agreement is to render the roof and flashing waterproof, subject to conditions outlined below. Owner of building: Location of building: City: State: Roof Type and Manufacturer: Number of square feet in roof: This GUARANTEE is effective this day of , 1988. For the term of two years from this date, provided any defects result from defective materials or workmanship and are not caused by other mechanics, fire, accidents, or by Acts of Providence over which we have no control. (Manufacturer's guarantee or warrantee notwithstanding). It is understood and agreed that we will not be responsible for leaks in the roofing or flashing due to excessive winds, distortion of the substrate on which the roofing or flashing rests, excessive hail storms, or any other conditions over which we have no control. Signed By This form is in addition to Manufacturer's Guarantee or Warrantee Program. END OF SECTION 07.530 -6 SECTION 07600 - FLASHING AND SHEET METAL. General Furnish and install all flashing and sheet metal work as indicated on the drawings and as specified herein. 1.2 Conform to profiles and sizes shown, and comply with "Architectural Sheet Metal Manual" by SMACNA, for each general category of work required, which includes, but is not necessarily limited to, the following: Metal flashing and counterflashing. Miscellaneous sheet metal items of coping, fascias, trim, fillers, scuppers, brick caps, etc. 1.3 See Section 07800 - Roof Accessories for items related to roofing and flashings. 1.4 "Thermal flashing" for thermal -break aluminum window framing is specified in Section 08520. 2.0 Materials 2.1 Stainless steel sheet shall conform to AISI Type 302/304, ASTM A 167, 28 gauge (0.015 "), annealed except dead soft where fully concealed by other work, 2d (dull) finish. 2.2 Aluminum sheet shall be alloy and temper recommended by manufacturer for uses intended and finish specified, and with strength and durability of alloy 5005 -H15, ASTM B 209, Thickness as called for. Apply high performance coating system in color selected, consisting of therma cured primer, 0.2 mil minimum dry film thickness, and therma cured fluorocarbon coating containing Kynar 500 resin, 1.0 mil min. dry film thickness. 2.2.1 Formed Aluminum Coping shall be as manufactured by Hickman Co., Inc., or pre -bid approved. Coping shall be .050 inch custom formed aluminum as shown on drawings. Installation shall be with clips and joint covers per manufacturer's recommendations. 2.2.2 Formed Aluminum Brick Cap shall be as manufactured by Hickman, Co., Inc., or pre -bid approved. Brick Caps to be .050 inch formed aluminum shaped as shown on drawings. Finish to match fascia and coping above. 2.3 Laminated copper sheet shall consist of 3 oz. electrolytic sheet copper coated both sides with a special asphaltic compound weighing 12 oz. per sq.ft. and deformed two directions where through wall flashing. Rib -Bond "Copper ", or approved. 2.4 Zinc coated steel sheet shall conform to ASTM A 526, 0.20% copper 16 gauge except as otherwise called for; ASTM A 525 designation G90 hot dipped galvanized, mill phosphatized. Do not use zinc coated steel sheet for flashings or counterflashings built into the building construction. 3.0 FABRICATION 3.1 Metal flashings and counterflashings shall be fabricated from soft temper stainless steel, except where other materials are specifically called for in the drawings. Laminated copper sheet may be used for through wall flashings and similar items where shown on the drawings. Fabricate sheet metal members of the types, profiles and sizes indicated or required. 3.2 3.3 3.4 Fabricate sheet metal with flat lock seams. Solder with type solder and flux recommended by manufacturer, except seal aluminum seams with epoxy metal seam cement and, where required for strength, rivet seams and joints. 4.0 Installation 4.1 Provide for thermal expansion of running sheet metal work, by overlaps or expansion joints in fabricated work. Where required for watertight construction, provide hooked flanges filled with polyisobutylene mastic for 1" embedment of flanges. Space joints at intervals of not more than 50' for steel, 40' for copper or stainless steel, or 30' for aluminum. Conceal expansion provision where possible. 4.2 Coat back of fabricated sheet metal with 15 mil sulfur free bituminous coating, FS TT C 494, in all locations as required to separate metals from corrosive substrates, including cementitious materials, wood or other absorbent materials, and from dissimilar metals, or provide other permanent separation acceptable to the Owner. 4.3 Anchor work in place with non corrosive fasteners, adhesives, setting compounds, tapes and other materials and devices as indicated on the drawings and as recommended by manufacturer of each material or system. 07600' -2 4.4 Comply with installation recommendations of the "Architectural Sheet Metal Manual" of SMACNA, including conformance with appearance requirements for all exposed facing and trim members. 4.5 Clean metal surfaces of soldering flux and other substances which could cause corrosion. .6 Weathertight /weatherproof performance of flashing and sheet . metal work is required. 4.7 Repair damaged finish, or replace if satisfactory repair cannot be made. 4.8 '. Provide reglets to receive counterflashing in manner and by methods indicated. Where occurring in masonry, furnish reglets to trades of masonry work for installation as masonry work progresses. Install elastic flashing at roof curbs and similar locations, in accordance with manufacturer's recommendations. Provide for movement at joints by forming loops or bellows in width of flashing. Lap splices at joints to facilitate complete drainage of water from flashing. Seam adjacent flashing sheets with adhesive, seal: and anchor edges in accordance with manufacturer's recommendations. 4.10 Guarantee under 07530 in addition to others and manufacturer's guarantees. 1.0 General SECTION 07800 - ROOF ACCESSORIES 1.1 Furnish and install all roof accessories as indicated on the Drawings and as specified herein. 1.2 Comply with SMACNA "Architectural Sheet Metal Manual" details for fabrication of units, including flanges and cap flashing to coordinate with types of roofing indicated. Comply with NRCA "Roofing and Waterproofing Manual" details for installation of units. 1.3 Submit manufacturer's product specifications, rough -in diagrams, details, installation instructions and general product recommendations. 1.4 Roof Accessories specified in this Section include, but are not necessarily limited to, the following: 1.4.1 Field fabricated metal collars with rain hoods for flues. 1.4.2 Vent pipe terminations. 1.4.3 Roof hatch. 1.5 Roof curbs for roof - mounted mechanical equipment will be furnished by general contractor - see Architectural plans. Coordinate opening size with other trades. 2.0 Materials and Systems 2.1 Aluminum sheet shall be ASTM B 209, alloy 3003 -H14, mill finish, gauges as called for. 2.2 Elastic sheet flashing /membrane shall be compatible with materials with which it is used, furnished or approved by the manufacturer of the single -ply roofing membrane. 2.3 Premolded pipe seal shall be of reinforced construction compatible with materials with which it is used, furnished or approved by the manufacturer of the single -ply roofing membrane. 2.4 Splicing cement shall be furnished by the manufacturer of the single -ply roofing membrane. 2.5 Lap sealant shall be trowel or gun consistency, compatible with materials with which it is used, furnished by the manufacturer of the single -ply roofing membrane. 2.6 Sealant at rain hood shall be one - component acrylic sealant as specified in Section 07900. 07800 -1 2.7 Water cut -off mastic shall be compatible with materials with which it is used, furnished by the manufacturer of the single -ply roofing membrane. 2.8 Roofing Cement: ASTM D 2822, asphaltic. 2.8 Prefabricated roof hatch shall be of size and type indicated with integrally insulated curbs and hatch door, 1" thick glass fiber sandwiched insulation, sponge neoprene gaskets, constructed of mill finish aluminum, 11 gauge cover and curb and 18 gauge for cover liner. Hardware shall include self lifting mechanism, hold open devices, padlock hasp and exterior latch handle, Bilco or approved. Include aluminum counterflashing of same gauge as the curb. 3.0 Installation 3.1 Comply with manufacturer's instructions and recommendations. Coordinate with installation of roof deck and other substrates to receive accessory units, and with installation of roof insulation and roofing membrane and flashings, as required to ensure that each element of the work performs properly and that the combined elements are waterproof and weathertight. 3.2 Anchor units securely to supporting structural substrates, adequate to withstand lateral and thermal stresses as well as inward and outward loading pressures. 3.3 Where metal surfaces of units are to be installed in contact with incompatible metal or corrosive substrates, including wood, apply bituminous coating on concealed metal surfaces, or provide other permanent separation. 3.4 Set flanges of accessoary units in a thick bed of roofing cement or splicing cement, to form a seal. 3.5 Where cap flashing is detailed or required as an accessory, install to provide adequate waterproof overlap with roofing or roofing flashing (as counterflashing). Seal with thick bead of mastic sealant, unless overlap is indicated to be left open for ventilation. 3.6 Install field fabricated protective construction for roof penetrations as shown on the Drawings, and in compliance with applicable recommendations of the manufacturer of the single -ply roofing membrane. END OF SECTION 07800 -2 2.2 Multi component polyurethane sealant shall be used for surface treatment of expansion joints in concrete slabs on grade and sidewalks above bituminous fiber joint fillers. 2.3 Interior silicone rubber sealant shall be silicone rubber- based, one -part non -sag, elastomeric sealant, resistant to mildew, complying with FDA 21DFR 177.2600, recommended by manufacturer for interior applications including seal around plumbing fixtures subjected to attack by mildew. Provide type recommended by the manufacturer for the porosity of the surfaces; Dow Corning 786; General Electric Co., silicone SCS1702 sanitary sealant or approved. 2.3.1 Interior silicone rubber sealant shall be applied between all plumbing fixtures and floors, walls and counter tops with neat minimal joints. 2.4 Bituminous and fiber joint filler shall be resilient and non - extruding type premolded bituminous impregnated fiberboard units complying with ASTM D 1751, FS HH -F -341, Type I, and AASHO M 213, thicknesses as called for on the drawing. 2.4.1 Products offered by manufacturers to comply with these requirements include the following: 2.4.1.1 Elastite; Philip Carey Mfg. Co. 2.4.1.2 Flexcell; Celotex Corp. 2.4.1.3 Fibre; W. R. Meadows, Inc. 2.4.1.4 Cane Fiber 1390; W.R. Grace & Co. 2.4.1.5 Tex -Lite; J & P Petroleum Products, Inc. 2.4.2 Bituminous and fiber joint fillers shall be used for all expansion joints and adjacent to concrete slabs or steps, and at similar isolation points as called for on the drawings. Hold top of bituminous fiber joint filler below the level of the finished slab, for application of traffic type sealant as specified. 2.5 Joint primer /sealer shall be compressible rod stock of polyurethane foam, butyl rubber foam, neoprene foam or other flexible, permanent, durable non - absorptive material as recommended for compatibility with sealant by the sealant manufacturer. Polyethelene not allowed. 3.0 Installation 3.1 Clean joint surfaces and prime as recommended by the sealant manufacturer. 07900 -2 3.2 Support sealant from back with construction as shown, or with joint filler, or with backer rod. 3.3 3.5 Install sealants to size and shape shown, or if not shown, with slightly concave surface. The depth of the acrylic sealant shall be in the range of 75% to 125% of the normal joint width. Install masonry control joints with backer rod and sealant to provide and maintain a watertight and airtight seal. All joints in dissimilar exterior materials shall be filled as specified. SECTION 08110 - HOLLOW METAL DOORS AND FRAMES 1.0 General 1.1 Furnish and install all hollow metal work indicated on the drawings and as specified herein, including standard steel doors, frames, sidelights, transoms, borrowed light frames, and the like. 1.2 Comply with the requirements of Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames: (SD1- 100) ", and as herein specified. 1.3 Submit manufacturer's standard details and specifications for hollow metal work, and shop drawings showing application to the project, as required. 1.4 Fire -rated assemblies shall be provided where called for, which shall be constructed and installed to comply with applicable provisions of NFPA Standard No. 80, and as herein specified. Identify each fire -rated assembly with recognized testing laboratory labels indicating applicable fire rating. 1.5 Weatherstripping for exterior hollow metal doors and frames is specified in Section 08700. 2.0 Materials 2.1 Doors and frames shall be hot - rolled, pickled and oiled steel complying with ASTM A 569 and A 568, or cold - rolled steel complying with ASTM A 366 and A568. 2.2 Doors and frames shall be of the following gauges: 2.2.1 Interior doors - 18 ga.. 2.2.2 Interior frames - 16 ga. 2.2.3 Exterior doors - 16 ga. 2.2.4 Exterior frames - 14 ga. 2.3 Supports and anchors shall be fabricated of not less than 18 gauge galvanized sheet steel. Consult the drawings for requirements for masonry jamb anchors. 2.4 Inserts, bolts and fasteners shall be manufacturer's standard units, except hot -dip galvanized items to be built into exterior walls, complying with ASTM A 153, Class C or D as applicable. 08110 -1 2.5 Shop - applied primer shall be baked -on rust - inhibitive enamel paint, for either air drying or baking suitable as a base for specified finish paints. 2.6 Manufacturer shall be a recognized producer of hollow metal work complying with the specified requirements of any one of the following manufacturers: 2.6.1 Ceco Corporation 2.6.2 Amweld Building Products 2.6.3 Mesker Industries, Inc. 2.6.4 Curries Manufacturing Co. Inc. 2.6.5 Steelcraft Manufacturing Company 2.6.6 Republic Builders Products Corporation 3.0 Fabrication 3.1 Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress and make smooth, flush and invisible. Wherever practicable, fit and assemble units in manufacturer's plant. 3.2 Prepare hollow metal units to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115 "Specifications for Door and Frame Preparation for Hardware ". 3.2.1 Reinforce units to receive surface- applied finish hardware to be field applied. 3.2.2 Locate finish hardware in accordance with the Door and Hardware Institute's "Recommended Locations for Builder's Hardware ", unless otherwise specifically called for. Show all hardware locations on shop drawings. 3.3 Clean, treat and paint exposed surfaces of steel door and frame assemblies, including galvanized surfaces. 3.3.1 Apply shop coat of rust - inhibitive prime paint of even consistency to provide a uniformly finished surface ready to receive finish paint. 3.4 Exterior flush hollow metal doors shall be SDI -100 Type III Extra Heavy Duty, Style 2 Full Flush, with face sheets formed from one sheet of 16 gauge steel. Exterior doors shall be of thermal -rated (insulating) construction, providing a U factor of 0.24 Btu /(hr.x sq. ft.x 0F.), or better. The edge profile of all exterior doors shall be: Beveled 1/8" in the thickness of the door. All edges welded. 3.4.2 Interior flush hollow metal doors shall be SDI -100 Type II Heavy Duty, Style 2 Full Flush, with face sheets formed from one sheet of specified gauge steel. 08110 -2 3.4.3 Provide stops and moldings around glazed panels. Provide fixed stops on the outside of hollow metal doors exposed to the exterior, and on the corridor side of interior units. Provide removable stops and moldings at other locations, formed of not less than 20 gauge steel sheets. Secure removable stops with countersunk machine screws, and form corners with butted hairline joints. 3.5 Provide metal frames for doors, transoms, sidelights, borrowed lights and other openings, complying with SDI -100 of types and styles indicated, constructed of 14 gauge steel for exterior frames and 16 gauge steel for interior frames, with concealed fastenings. 3.5.1 Fabricate frames with mitered and welded corners. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. 3.5.2 Prepare frames to receive 3 silencers on strike jambs of single -swing frames and 4 per double door frame. 3.5.3 Provide 26 gauge steel plaster guards or mortar boxes, welded to frame, at back of hardware cutouts where installed in masonry openings. 4.0 Installation 4.1 Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings. Fit doors to frames and floor with clearances specified in SDI -100, or indicted on drawings. 4.2 Install fire -rated units in accordance with applicable provisions of NFPA Standard No. 80. Finish hardware as specified in Section 08700. Glass and glazing is specified in Section 08800. 4.3 4.4 4.5 Grout all hollow metal frames for doors and other openings in masonry construction prior to application of wall- surfacing materials. Use Portland Cement plaster basecoat material for grouting, and fill full with grout at jambs and head. Portland Cement plaster baseboard shall consist of one part cement to between 3 and 4 parts sand. 4.6 Where frames are located in masonry construction provide 3 wall anchors per jamb at hinge and strike levels. Anchors shall be built into masonry construction and grouted as specified in Section 04200. END OF SECTION 08110 -3 SECTION 08200 - WOOD DOORS General Furnish and install all wood doors as indicated on the drawings and as specified herein. 1.2 Submit shop drawings indicating locations and sizes, elevations, details of construction and other pertinent data. 1.3 Comply with requirements of ANSI /NWMA I.S. 1 -78 and Section 1300 of AWI "Architectural Woodwork Quality Standards ". 1.4 Submit product warranty on door manufacturer's standard form, signed by manufacturer and Contractor, agreeing to repair or replace defective doors as defined by the standards referenced above. Warranty shall be in effect after Date of Substantial Completion for the Life of Installation. 2.0 Material 2.1 Provide AWI Premium Grade interior solid core flush doors with a core construction of manufacturer's option to comply with specified guarantee, and fire rating labels where called for on the drawings. 2.2 Face veneers for all interior wood doors shall be plain sliced, book matched, Birch with the grain running vertically. Both faces shall be smoothly belt- sanded before leaving the factory to produce surfaces suitable for field applied stain and varnish finish. 2.3 Products of any one of the following, conforming to the requirements herein specified, are acceptable: 2.3.1 Cal Wood Door Div., Timberland Industries, Inc. 2.3.2 Eggers Hardwood Products, Architectural Door Division 2.3.3 Weyerhauser Company 2.3.4 Paine Lumber Co., Inc. 2.4 Plastic Laminate finished doors (Alternate Bid #1) shall be AWI Premium Grade of same core construction as noted above, but with plastic laminate face and edges. Plastic laminate grade shall be GP -50 (.050" nominal thickness) in a wood grain pattern selected by Owner from manufacturer's standard patterns. 08200 -1 2.4.1 Products of any one of the following, conforming to the requirements herein specified, are acceptable: 2.4.1.1 Buell Door Company 2.4.1.2 Eggers Hardwood Products, Architectural Door Division 2.4.1.3 Premium Lloyd 2.4.1.4 Amweld 2.4.1.5 Weyerhauser Company 2.4.1.6 Cal-Wood Door Division, Timberland Industries, Inc. 2.4.1.7 Alfab, Inc. 3.0 Installation 3.1 Protect wood doors during transit, storage and handling to prevent damage, soiling and deterioration. Comply with manufacturer's instructions and with the "On-Site-Care" requirements of the NWMA pamphlet "Care and Finishing of Wood Doors". 3.2 Install wood doors in accordance with manufacturer's instructions. 3.3 Fit doors to frames for proper fit and uniform clearance at each edge, and machine for hardware. Seal cut surfaces after fitting and machining. Bevel doors 1/8" in 2" at lock and hinge edges. 3.4 Provide clearance of 1/8" at jambs and heads, and 3/8" from bottom of door to top of decorative floor finish or covering (including carpeting), except where otherwise called for on the drawings. 3.5 Rehang or replace wood doors which do not swing or operate freely, and refinish or replace wood doors damaged during installation, as directed by the Owner. 3.6 Job site finishing: Consult Section 09900 of these specifications for requirements for finishing wood doors. 3.7 Refer to Section 08700 for Builders Hardware requirements. END OF SECTION 08200-2 1.0 General 1.1 SECTION 08305 - ACCESS DOORS Provide access doors in locations indicated on the drawings, where necessary, or required and as herein specified,. Fabricate doors of sizes called for on the drawings for each location, including special provisions for suitable attachment of any doors which may be larger than manufacturer's standard sizes. 1.2 Submit manufacturer's product data consisting of standard details and specifications. 1.3 Manufacturers supplying products complying with the requirements of the specifications include the following: 1.3.1 Inryco /Milcor, Inc., Model ATR 1.3.2 Karp Associates, Inc. Type DSB -215 FRT 1.3.3 Birmingham Ornamental Iron Co., Style H 1.3.4 Williams Brothers Corp., Type WB -AT 1.3.5 Sizes to be as shown on the drawings, or as required to access values or other concealed equipment. 2.0 Products and Fabrication 2.1 Frames shall be minimum 16 gauge steel, factory primed. 2.2 Panel doors shall be minimum, 22 gauge steel, factory primed, with manufacturer's standard hinges. 2.3 Locking device shall be flush, screwdriver - operated, cam type locks as required for panel size. 3.0 Installation 3.1 Coordinate installation with work of other trades, and locate accurately. Comply with manufacturer's instructions for secure attachment, proper relation to adjacent finished surfaces; and proper operation. END OF SECTION 08305 -1 • SECTION 08360 - SECTIONAL OVERHEAD DOORS 1.0 General 1.1 Furnish and install all sectional overhead insulated flush metal doors and accesories shown on the drawings and as specified herein. 1.2 Submit manufacturer's product data, roughing -in diagrams and installation instructions, showing adaptation to project requirements. Include manufacturer's operating instructions and maintenance data. 1.2.1 Submit shop drawings for special components and installation which are not fully dimensioned or detailed in manufacturer's product data. 2.0 Materials 2.1 Construct steel door sections from structural quality 16 gauge hot - dipped galvanized steel with an alloyed coating of zinc - aluminum exterior and interior. 2.1.1 Fabricate sections from a single sheet to provide units not more than 24" high, and nominal 2" deep. Roll horizontal meeting edges to a continuous shiplap, rabbeted or keyed weather seal with a reinforcing flange return. 2.1.2 Reinforce bottom section with continuous horizontal and diagonal reinforcing, as required by door width and design wind loading. Provide galvanized steel bars, struts, trusses or strip steel, formed to depth, and bolted or welded in place per manufacturer's standards. 2.1.3 The cavity between the interior and exterior skins shall be completely filled by foamed -in -place isocyanurate insulation and separated by a rigid vinyl thermal break, producing an installed door "U" value of not more than 0.11. Submit copies of manufacturer's certified installed energy efficiency tests. 2.2 Finish steel door sections by pretreatment of zinc - coated steel with a zinc phosphate conversion coating after cleaning, followed by application of manufacturer's standard prime and finish coats applied to interior and exterior door faces, in color as selected by the Owner. 2.3 Tracks, supports and accessories shall be manufacturer's standard galvanized steel, sized for door weight and dimensions but not smaller than 3" track, complete with ball- bearing roller guides, brackets, bracing and reinforcing. Provide continuous rubber or neoprene weather stripping as specified below. 2.4 Vision panels shall be approximately 24" x 8 ", and shall be glazed with 1/4" clear float glass as specified in Section 08800. 2.5 Provide manufacturer's standard operating hardware of approved type, to suit size and type of door, which provides perimeter sealing producing permissible air leakage of door edge (jamb and header) not to exceed 0.6 cfm per foot of door jamb at 15 mph wind velocity when tested in accordance with ASTM A 283. 2.5.1 2.6 2.7 Provide manufacturer's certified test data on air leakage to Owner. Counterbalance shall be manufacturer's standard torsion spring mechanism. Door operator shall be trolley or drawbar type, with V -belt and roller chain and sprocket primary drive, and chain and sprocket secondary drive. 2.8 Electric door operators shall be NEMA approved 1/3 HP (minimum) electric motor with factory - prewired motor controls, safety clutch, remote control station and accessories. Provide hand - operated disconnect. Provide NEMA approved momentary- contact 3- button remote control station marked OPEN, CLOSE and STOP. Overhead Door Corp. Model ELX- 170 -1, Raynor Model RT -311, Osco Model M or approved. 2.9 Provide weatherstripping of type, design and installation to satisfy Washington State Energy Code and air leakage requirements specified above, consisting of continuous rubber, neoprene or flexible vinyl adjustable weatherstrip gaskets at tops, sides and compressible door bottom on each overhead door. In addition, provide continuous flexible seals at door jamb edges for a fully weathertight installation. Jamb gaskets shall be replaceable without removing track or track angle, and shall not protrude into the door opening. 2.10 Manufacturer: Subject to compliance with specified requirements, provide products of one of the following: 2.10.1 Overhead Door Corp.; 591 Series. 2.10.2 Raynor Manufacturing Co.; Tri -Core Series T/C 08360 -2 . 2.10.3 Wayne - Dalton Corp.; Thermospan 2.10.4 Kinnear; K -50 Climaseal overhead doors. (Thermacore Series 591). 3.0 Installation 3.1 Set doors and operating equipment complete with necessary hardware, jamb and head mold stops, anchors, inserts, hangers and equipment supports in accordance with manufacturer's installation instructions. 3.2 Lubricate operating devices and make necessary adjustments to leave doors in satisfactory operation condition. 3.3 Extend jamb angles vertically and attach to steel beams as called for. 3.4 Attach door operator's lift bracket to the door per manufacturer's directions on to a stile that is connected to the lower sections by metal hinge. 4.0 Maintenance Manuals 4.1 Provide manufacturer's information for operation, maintenance, adjustment and a spare parts list for the overhead door and door operator installed. Comply with Section 01010 - 7.0. 4.2 Comply with Section 01300 5.0. 1.0 General 1.1 SECTION 08410 - ALUMINUM ENTRANCES Furnish and install extruded aluminum entrances as indicated on the drawings and as specified herein, including doors, frames and transoms. 1.2 Comply with applicable requirements of the "Entrance Manual" of the National Association of Architectural Metal Manufacturers, and other standards and recommendations by NAAMM, AAMA, and AA. 1.3 Submit manufacturer's published details, specifications and instructions for entrance doors, including shop drawings showing dimensional adaptation to project requirements. Submit maintenance manual for cleaning and preservation of finish, maintenance of hardware and replacement of glass. 2.0 Materials and Fabrication 2.1 Aluminum entrances shall be extruded aluminum of manufacturer's standard alloy and temper. Aluminum entrances shall be by the same manufacturer of aluminum windows specified in Section 08520. 2.2 Provide entrance doors as packaged units, preassembled at the factory to the greatest extent possible. Entrance sections shall be compatible in design and finish with the aluminum window glazing assembly used on the project. As shown on the drawings. 2.3 Subject to compliance with requirements shown and specified, provide products of one of the following: 2.3.1 Amarlite /Arco Metals Co. 2.3.2 Cronstroms Mfg. Inc. 2.3.3 Kawneer Company, Inc. 2.3.4 U. S. Aluminum - Thermoset System. 2.4 Drawings are based on one manufacturer's standard aluminum entrance system. Another standard system of a similar and equivalent nature will be acceptable when differences do not materially detract from design concept or intended performance as acceptable to the Owner. 2.5 Provide manufacturer's standard stile and rail doors of medium stile (nominal 3 -1/2 ") design, of size and thickness shown, of manufacturer's standard extruded aluminum alloy and temper. 08410 -1 2.6 Entrance framing shall be size and profile as shown; manufacturer's standard fabrication; same material and finish as doors. 2.7 Maintain design concept and dimensions of entrance door units as shown. Manufacturer's standard details which are similar and equivalent to the details shown, as approved by the Owner, will be acceptable. 2.8 Aluminum finish shall be heavy integral color anodized.or electrolytically deposited, NAAMM AA- M12C2A42 or AA- M32C21A34, black color. 2.9 Steel reinforcement and brackets shall be formed or fabricated steel units as shown on the drawings and /or on the approved shop drawings, of shapes, plates or bars, with 2.0 oz. hot -dip zinc coating complying with ASTM A 123 applied after fabrication. 2.10 Weatherstripping shall be manufacturer's standard replaceable units; neoprene or vinyl compression type, or pile type (AAMA 701.1). Weatherstrip 4 edges of each door. 2.11 Fabricate doors to facilitate replacement of glass without disassembly of door stiles and rails. Provide snap -on extruded aluminum glazing stops, with exterior stops anchored for non - removal. 2.11.1 Glazing gaskets shall be EPDM elastomeric extrusions. 2.12 Consult Section 08800 for glazing requirements. 3.0 Hardware 3.1 Provide hardware for all aluminum entrances complete under this heading. Manufacturer's standard items for the door size and exposure may be furnished, except as otherwise called for. 3.1.1. Hardware for exterior front entrance door shall include: Offset pivots . Single- acting concealed overhead closer Rim type exit device with manufacturer's standard exterior pull handle and Schlage keyed cylinder, keyed and masterkeyed with other building locksets as directed: Key Group 1 - See Section 08700. Matching threshold, of size and profile as indicated or. approved. Glynn Johnson W20X US26D, or approved, wall stop. 08410 -2 3.1.2 Hardware for interior door shall include: Offset pivots Single - acting concealed overhead closer Manufacturer's standard push -pull unit, as approved by Owner. Glynn Johnson W20 US26D, or approved, wall stop. 3.1.3 Hardware for exterior rear door shall include: Offset pivots Single- acting concealed overhead closure Security deadlock /latch combination having hook bolt with 1 -3/8" throw, and latch paddle device on interior. Adams Rite MS 1890 and Adams Rite 4590; exit only - no cylinder or exterior trim. Matching threshold, of size and profile as indicated or approved. Glynn Johnson BG19X US26D, or approved, floor stop. 4.0 Installation 4.1 Comply with manufacturer's instructions and recommendations for installation of aluminum entrances. 4.2 Set units square, plumb, level and true to line, without warp or rack of framing members, doors or transoms. Anchor securely in place, separating aluminum and other metal surfaces from sources of corrosion or electrolytic action at points of contact with other materials. 4.3 Drill and tap frames and doors and apply surface - mounted hardware items, complying with hardware manufacturer's instructions and template requirements. Use concealed fasteners wherever possible. 4.4 Set thresholds in bed of one - component polyurethane sealant of type specified in Section 07900, to provide weathertight construction. 4.5 Adjust operating hardware to function properly, without binding, and to provide tight fit at contact points and weatherstripping. 4.6 Clean completed installation inside and out promptly after erection and installation of glass and sealants. Do not damage finishes or protective coatings. END OF SECTION 08410 -3 SECTION 08520 - ALUMINUM WINDOWS 1.0 General 1.1 Furnish and install all aluminum windows, consisting of extruded aluminum storefront -type fixed thermal -break glazing system, as shown on the drawings and herein specified. 1.2 Comply with applicable provisions of the "Metal Curtain Wall, Window Storefront and Entrance Guide Specifications Manual" of the Architectural Aluminum Manufacturers Association (AAMA). 1.3 Submit shop drawings for fabrication and installation of aluminum storefront -type fixed glazing system, including elevations, detail sections and typical members, anchorages, reinforcement, expansion provisions, and glazing. 1.4 Refer to Section 08800 for glazing requirements. 2.0 Materials and Fabrications 2.1 Manufacturer shall be a recognized producer of storefront -type fixed thermal -break glazing systems complying with the requirements shown and specified, as approved by the Owner. Aluminum windows shall be by the same manufacturer for aluminum entrances specified in Section 08410 and aluminum curtainwall specified in 08920. 2.1.1 Aluminum extrusions shall be 6063 -T5 alloy and temper. 2.1.2 Exposed fasteners shall be aluminum, stainless steel or zinc - plated steel complying with ASTM A 164, provided steel is properly isolated from aluminum. 2.1.3 Perimeter anchors shall be aluminum, stainless steel, or steel, provided steel is properly isolated from aluminum. 2.1.4 Glazing gaskets shall be EPDM elastomeric extrusions. 2.2 Aluminum finish shall be heavy integral color anodized, NAAMM AA- M12C22A42, black color. 2.3 Thermal -Break Construction: Fabricate aluminum window units with an integrally concealed low conductance thermal barrier, located between exterior materials and window members exposed on interior, in manner which eliminates direct metal -to -metal contact. Provide manufacturer's standard construction which has been in use on similar window units for a period of not less than 5 years, which has been tested to demonstrate resistance to thermal conductance and condensation, and has been tested to show adequate strength and security of glass retention. 08520 -1 2.4 "Thermal Flashing" shall be furnished and installed with the framing members, designed to provide complete weather protection to the aluminum window installation, of two -part construction incorporating a thermal barrier which eliminates all direct contact between interior and exterior aluminum sections. 2.5 Framing system shall provide for flush glazing on all sides, with no projecting stops. 2.6 Maintain dimensions and design concept of aluminum glazing system shown. All exterior face members shall be seamless. Manufacturer's standard details which are similar to the details shown and approved by the Owner, will be acceptable. 2.7 Provide all trim and accessory members as shown on the drawings or as required for a complete and finished installation in all respects. Material and finish of exposed trim and accessory members shall be as specified for the principal framing members, and shall match in color. 2.8 Manufacturers furnishing products complying with the requirements specified for fixed thermal -break aluminum glazing system include the following: 2.8.1 Amarlite /Arco Metals Co., ISF - 405 Framing 2.8.2 Cronstroms Manufacturing, Inc.; CTS System. 2.8.3 Kawneer Co., Inc.; Insulcast 450 2.8.4 U.S. Aluminum - Thermoset System 3.0 Installation 3.1 Comply with manufacturer's instructions apd recommendations for installation of aluminum glazing system members. 3.2 Set units square, plumb, level and true to line, without warp or rack of framing members. Anchor securely in place, separating aluminum and other corrodible metal surfaces from sources of corrosion or electrolytic action at points of contact with other materials. 3.3 Install flashing and trim members as shown, to provide a weathertight and finished installation. 3.4 Embed sill members and seal perimeter of all aluminum glazing system members both inside and out with one - component urethane sealant of type specified in Section 07900, and as shown on the drawings, to provide weathertight construction. 08520 -2 3.5 Clean completed installation inside and out promptly after erection and installation of glass and sealants. Remove ; excess sealant compounds, dirt and other foreign substances from aluminum surfaces. Guarantee watertight for 5 years. ':END OF SECTION 1.0 General SECTION 08700 - FINISH HARDWARE 1.1 Furnish and install all finish hardware for a complete installation as indicated on the drawings and as specified herein. 1.2 Submit a final hardware schedule organized by sets to indicate specifically the product to be furnished for each item required on each door. 1.3 Furnish templates to each fabricator of doors and frames as required for preparation to receive hardware. 1.4 Hardware for aluminum entrances will be furnished with the entrances, as specified in Section 08410. 1.5 Hardware for sectional overhead doors will be furnished with the overhead doors, as specified in Section 08360. 2.0 Material 2.1 The hardware schedule shall be followed as indicating the type of hardware desired. Hardware shall be provided for all openings throughout the building unless definitely mentioned to contrary, and any openings not specifically mentioned in the following schedule shall be provided with hardware commensurate with the rest of the job, as approved by the Owner. 2.2 The hardware supplier shall be responsible for furnishing the correct quantities of hardware for all openings and headings. 2.3 The catalog numbers and types of hardware listed in the hardware schedules are taken from the catalogs of the following manufacturers: 2.3.1 2.3.2 2.3.3 2.3.4 2.3.5 2.3.6 2.3.7 2.3.8 Hager Hinge Company Schlage Lock Company Cipco Manufacturing Co. Norton Door Closer Co. Glynn- Johnson Corp. Von Duprin Division Sargent and Company Reese Enterprises Butt hinges Locksets and latchsets Pushes and pulls Door closers Stops and holders Exit devices Exit devices and flush bolts Thresholds and sweep strips 2.4 Equip locks with 6 -pin tumbler type lock cylinders in a masterkey system as indicated herein or as otherwise specified by the Owner. 08700 -1 2.4.1 Provide six (6) keys for each Key Group No. 1 and 2. 2.4.2 Provide ten (10) keys for Key Group No. 6. 2.4.3 Provide two (2) keys for each lockset in Key Groups 3,4,5 and 7. 2.4.4 Provide three (3) master keys. 2.5 Backset dimensions shall be 2 -3/4 inches for all locksets and latchsets. 2.6 Provide temporary cylinders for construction period. Provide final cylinder on Owners acceptance and deliver keys directly to Owner or Owner's representative. 2.7 Provide silencers in metal door frames unless not permitted for fire rating, 3 per single door frame and 4 per double door frame. 2.8 Ascertain that adequate blocking has been installed in walls for wall- mounted stops, as specified in Section 06100, before the wall stops are installed. 2.9 For fire -rated openings provide UL tested and listed hardware (A.I.A. Pamphlet 80 and NFPA Standard 80). 3.0 Weatherstripping 3.1 Weatherstrip hollow metal doors and frames at all exterior locations. (Weatherstripping for exterior aluminum doors is specified in Section 08410.) 3.2 Weatherstrip door jambs and head with Reese Enterprises, Inc., No. DS70 or approved, extruded neoprene and anodized aluminum members. 3.3 Submit shop drawings of weatherstripping components for approval. 4.0 Installation 4.1 Mounting heights shall be as follows unless specifically specified otherwise: 4.1.1 Butts and hinges - 4.1.1.1 Bottom of bottom butt 10 inches above floor; top of top butt 5 inches below head of frame; others spaced equally. 4.1.2 Door Knobs - 08700 -2 4.1.2.1 40 inches above floor to center line. 4.1.3 Push Plates - 4.1.3.1 One inch from door edge and 46 inches up from floor to bottom edge of push plate. 4.1.4 Pulls - 4.1.4.1 Top bolt or screws at 44 inches above floor; backset same as for locks. 4.1.5 Kickplates - 4.1.5.1 Bottom within 1/8 inch of door bottom, equally spaced between jambs. 4.1.6 Door Stops - 4.1.6.1 WB50 or WB60 - to catch knob or pull. 4.1.6.2 WB11 -2-1/2 inches below top of door. 4.1.7 Exit Device - Push Bars - 4.1.7.1 37 inches above floor, to centerline of device mounting. 4.2 Set thresholds in sealant of type specified in Section 07900 for exterior use. 4.3 Adjust builder's hardware for proper operation and function of each door prior to final acceptance of the work. Lubricate and clean each item. Instruct Owner's personnel in proper maintenance and adjustment of hardware. 4.4 Provide manufacturer's adjustment, operating and parts, lists for all finish hardware items having moving parts, - , including: door closers, locksets and latchsets, panic devices and electric strikes. Comply with Section 01300.5. and Section 01010 - 7.0. 5.0 HARDWARE SCHEDULE All quantities are per door. Hardware * 1 Sgl. A Door Vestibule 100 to Exterior Group * 1 Sgl. D Door Stair B 135 to Exterior AA * 1 Sgl. D Door Stair A 134 to Exterior * 1 Sgl. D Door Admin. Svcs. 119 to Exterior 1 -1/2 pr. Butts BB1279 NRP 4 -1/2 x 4 AMS US26D 1 Exit Devices 55NL x 3216 Rim with Schlage Cylinder x 43 Outside Trim x Folger Adams 310 -4 (12 v.) electric strike for use with rim mounted panic devices, or Sargent 9504 x 32 Rim with Schlage Cylinder x 822 outside Trim x Folger Adams 310 -4 (12 v.) electric strike for use with rim mounted panic devices. 1 Closer P7704 AL x 1618 Soffit Plate 1 Kickplate 5150 628 12 x 34 1 Holder GJ90M US26D 1 Threshold S483AV Hardware 1 Sgl. F Door Janitor /Storage 114 to Exit Drive Group 1 Sgl. F Door Mechanical 117 to Mechanical enclosure BB (exterior). 1 Sgl. D Door Inspection Area 121 to Exit Drive 1 Sgl. D Door Hall 132 to Exit Drive 1 -1/2 Pr. Butts BB1279 NRP 4 -1/2 x 4 AMS US26D 1 Exit Device 55NL x 3216 Rim with Schlage Cylinder x 43 Outside Trim x 1410 Strike US26D or Sargent 9504 x 32 Rim with Schlage Cylinder x 822 Outside Trim x 637 Mortised Strike US26D 1 Closer P7704 ALx 1618 Soffit Plate 1 Kickplate 5150 628 12 x 34 1 Holder GJ90M US26D 1 Threshold S483AV Hardware 1 Sgl. C. Door Stair A 134 to Reception 103 Group 1 -1/2 Pr. Butts BB1279 4 -1/2 x 4 US26D, AMS CC 1 Exit Device 55DT x 43 Outside Trim x 1410 Strike US26D or Sargent 9510 x 822 Outside Trim x 637 Mortised Strike US26D 1 Closer 7703 AL 1 Kickplate 5150 628 12 x 34 1 Stop WB11X US26D Hardware 1 Sgl. F Door Elevator Equipment 104 to Inspection Group Area 121 DD 1 Sgl. F Door Fire Control 120 to Inspection Area 121 1 -1/2 Pr..Butts BB179 NRP 4 -1/2 x 4 AMS US26D 1 Lockset A53PD LEV 626 1 Closer P7704 AL x 1618 Soffit Plate 1 Kickplate 5150 628 12 x 34 1 Holder GJ90M US26D 1 Threshold S483AV 08700 4 Hardware Group EE Hardware Group FF Hardware Group GG Hardware Group 'HH Hardware. Group II Hardware Group` JJ 1 Sgl. D Door Exterior to Inspection Area 121 1 -1/2 Pr. Butts BB1279 4 -1/2 x 4 AMS US26D 1 Lockset A53PD LEV 626 1 Closer 7704 AL 1 Kickplate 5150 628 12 x 34 1 Stop FB14X US26D 1 Threshold S404A 1 Sgl. B Door Vestibule 100 to Lobby 101 1 -1/2 Pr. Butts BB1279 4 -1/2 x 4 US26D AMS 1 Push Plate 550K US28 1 Pull 60 x 550K US28 1 Closer 7702 AL • 1 Kickplate 5150 628 12 x 34 1 Stop WB11X US26D 1 Stop WB50MXT US26D (101) 1 Sgl. K Door Hall 111 to Women 109 1 Sgl. K Door Hall 111 to Men 110 1 -1/2 Pr. Butts BB1279 4 -1/2 x 4 US26D 1 Lockset A40S LEV 626 1 Closer 8502 BF AL 1 Kickplate 5150 628 12 x 32 1 Stop WB60MXT US26D 1 Sgl. E Door Hall 133 to Inspection Area 121 1 -1/2 Pr. Butts BB1279 4 -1/2 x 4 AMS US26D 1 Lockset A53PD LEV 626 1 Closer 7702 AL 1 Kickplate 5150 628 12 x 34 1 Stop WB60MXT US26D (102) 1 Stop WB11X US26D 1 Threshold S404A 1 Sgl. S Door Electrical 115 to Mechanical Room 1 Sgl. .S Door Workshop 1.18 to Hall' 132 1 Sgl. S Door Hall 132 to Mechanical. Room 117 1 -1/2 Pr. Butts BB1279.4 -1/2 x'4 US26D (AMS for 1 Lockset A53PD LEV 626 1 Closer 7702 AL 1 Kickplate 5150 628 12 x 34' 1 Stop FB14X US26D 1 Stop FB13X US26D '(K Door)., 117. MDMF WDMF MDMF G Doors) Overhead Door - all Hardware by Manufacturer Hardware Group KK NOT USED 2 Sgl. J Doors Hall 107 to Estimators 108 1 -1/2 Pr. Butts BB1279 4 -1/2 x'4 US26D 1.Lockset A53PD LEV 626. 1 Closer 7702 AL 1 Stop WB60MXT US26D • Hardware 1 Sgl. J Door Hall 111 to Customer Conference 106 WDMF. Group 1.Sgl. J Door Hall 111 to Customer Conference 107 WDMF LL' 1 Sgl. J Door Hall 133 to Customer Conference 105 ..WDMF 1- 1 /2 -Pr. Butts BB1279 4 -1/2 x 4 US26D 1 Latchset A1OS LEV 626 1 Closer 8502 BF AL 1 Stop WB50MXT US26D Hardware 1 Sgl. C Door Hall 205 to Stair A 204 Group 1 Sgl. L Door GWA 213 to Stair °B 214 MM 1 -1/2 Pr. Butts BB1279 4 -1/2 x 4 US26D AMS 1 Closer 7702 AL 1 Kickplate 5150 628 12 x 34 1 Stop WB11X US26D Hardware 1 Sgl. J Door Lunchroom 209 to Hall 205 Group 1 Sgl. J Door Lunchroom 209 to Hall 205 NN. ,1 Sgl. J Door Kitchen 216 to Hall 201 1 Sgl. J Door Kitchen 216 to .Lunchroom 209 1 -1/2 Pr. Buttts BB1279 4 -1/2 x 4 US26D 1 Latchset AlOS LEV 626 1 Closer 7702 AL 1 Kickplate 5150 628 12 x 34 1 Stop EB50MXT US26D Hardware. 1 Sgl.. K Door Hall 201 to..Women;.211 Group 1 Sgl. K Door Hall 20,1. to. lMen:-..210 : 00 .:1 -1/2 Pr. Butts BB127.9 4 -1/2 xo'4'. US26D 1 Closer 8502 BF AL 1 Push Plate 550K US28 1 Pull 60 x 550K US28 1 Latch 32F US26D 1 Kickplate 5150 628 12 1 Stop WB50MXT US,26D Hardware 1 Sgl. J Door Hall 201 to GWA 213 WDMF Group.. 1 Sgl. M Door Hall 201 to Stockroom 202 WDMF PP 1 Sgl. H Door Stair A 204 to Ladder 203 WDMF 1 Sgl. J Door Hall 205 to GWA 207 WDMF 1 Sgl. L Door Hall 205 to Janitor 212 WDMF 1 Sgl. L Door Hall 205 to Telephone 215 WDMF 1 -1/2 Pr. Butts BB1279 4 -1/2 x 4 US26D (AMS for G and H Doors) 1 Lockset A53PD LEV 626 1 Closer 7702 AL 1 Kickplate 5150 628 12 x 34 1 Kickplate 5150 628 12 x 30 (H Door) 1 Stop WB11X US26D (Stair A and 203) 1 Stop WB60MXT US26D * Electrical boxes ( "handy box ") required behind frame. Coordinate with Electrical Subcontractor, 6" below bottom of frame head. Hardware 1 Pr. Rough Sawn wood gates to exterior Trash Group Enclosure QQ 1 Pr. Rough Sawn wood gates to exterior Mechanical Enclosure Strap hinges; rods, plates and keepers as shown on the. drawings. 1.0 General 1.1 SECTION 08800 - GLASS AND GLAZING Furnish and install all glass and glazing as indicated on the drawings and as specified herein. In general, all glass on the exterior of the building shall be color as selected or approved by the Owner, or as specified herein. 1.2 Consult the following other sections and the drawings for additional information related to project glazing requirements: Section 08110 - Hollow Metal Doors and Frames Section 08360 - Sectional Overhead Doors Section 08410 - Aluminum Entrances Section 08520 - Aluminum Windows 1.3 Applicable provisions of the following standards govern the work under this Section, unless otherwise indicated: 1.3.1 Prime Glass Standard: FS DD -G -451. 1.3.2 Heat - Treated Glass Standard: FS DD -G -1403. 1.3.3 Safety Glass Standard: Consumer Product Safety Commission 16 CFR 1200 "Safety Standard for Architectural Glazing Materials ". 1.3.4 Installation: "Glazing Manual" of the Flat Glass Marketing Association. 2.0 Materials 2.1 Clear Float Glass: Type I, Class I (transparent), quality q3 (glazing select). Use for interior glazing and in sectional overhead doors. 2.2. Tinted Float Glass: Type I Class 2 (heat absorbing and light reducing) quality q3 (glazing select), manufacturer's standard gray tint with visible light transmittance of 18 -26 %, maximum reflectivity of 20% and shading coefficient of 0.40 -0.67 for 1/4" thick glass; 1/4" thick unless otherwise indicated. Use for all exterior glazing except glass in sectional overhead doors. 2.3 Tempered safety glass shall be 1/4" thick, gray or clear for condition of use, certified to be in compliance with the Safety Standard for Architectural Glazing Materials (16 CFR 1201), where required by code or in insulated units as recommended by manufacturer. 08800 -1 2.4 Burglar resisting glass shall consist of two sheets of 1/8" clear float glass laminated with extra tough high - tensile inner layer, 5/16" thick; UL listed for burglar resisting glass. Use in all locations called for in contract documents, and anywhere else where applicable codes require safety glass. If in a storefront or curtainwall assembly, the glass shall be gray to match the adjacent glass walls. Glass shall be certified to be in compliance with the Safety Standard for Architectural Glazing Materials (16 CFR 1201 -II) issued by the Consumer Product Safety Commission. Each piece of burglar resisting glass must bear the manufacturer's mark identifying the manufacturer and type of glass. Manufacturers and products meeting the requirements of this specification include: Armour World Wide; Security Glass Binswanger Mirror Products; Safe -Vue Burglary Security Glass Environmental Glass Products; Vandalproof Security Glass Globe Amerada Glass Company; Secur -Lite Laminated Glass Corporation; Riotshield Monsanto; Security Laminated Glass PPG Industries; Watchguard with .060 LAG vinyl Chromalloy Safetee Glass; Riotglass Viracon, Inc.; Insur Lite Buchmin Industries; Protect -o -Lite Other Brands will only be considered if proof of meeting above requirements is furnished and use is approved by the Owner before installation. 2.5 Wired glass shall be Type II (rolled), class I (translucent), quality q8 (glazing) complying with ANSI Z97.1, 1/4" thick, Form 1 (wired, polished both sides), Mesh ml (diamond). Use in all fire rated doors where vision panel shown. 2.6 Insulating Glass: Two sheets of float glass, outer light gray, (except clear in sectional overhead doors) inner light clear, Quality q3, 1/4" thick, and 1/2" dry air or gas - filled space construction to maintain hermetic seal. 2.6.1 Edge Construction: Twin primary seals of polyisobutylene; color anodized tubular aluminum spacer -bar frame with welded or soldered sealed corners, and filled with dessicant; and secondary seal outside of bar, bonded to both sheets of glass and bar, of polysulfide, silicone or hot -melt butyl elastomeric sealant (fabricator's option). Construction in same barometric pressure zone of building site. 2.6.2 Warranty: Provide manufacturer's standard 10 year product warranty on maintained hermetic seal. 08800 - 2 2.7 Figured /Patterned Glass: Type Ii (rolled), form 3 (figured), quality q8 (glazing), finish fI (figure one side), pattern p2 (geometric), class 1 translucent; "Burlap" by Hordis Brothers, Inc., "Flax" by AFT Industries, Inc., or approved. Provide for lower lights between Vestibule 100 and Lobby 101. 2.8 Spandrel Glass shall be prime glass which has been processed to fuse a permanent ceramic coating or Water silicone emulsion, Opaci -coat 300 from E.L. Hartung Co. on one face, and shall be color matched to the adjacent vision glass to produce a non - banded, color compatible curtain wall, as approved by the Owner with Architect's concurrance. Use heat strengthened glass for spandrel glass. Touch up any damage to water emulsion face prior to final glass placement. Replace damaged ceramic units. 2.8.1 Provide factory insulation for spandrel glass by laminating 2" thick 6 - lb. density black glass fiber insulation board (k -value of 0.26 maximum) on inside face of panel, with a backing of reinforced aluminum foil, formed at edge to profile indicated or approved by Owner. 2.9 Consult Sections 08510 and 08520 for information regarding gasket or other glazing methods and materials for the products specified in those sections. 2.10 Environmental insulating glass shall consist of 2 sheets of glass as noted herein, and a 1/2" dry air or gas filled space with -200 F. dew point, or lower, with a Class A sealant type edge construction to maintain an hermetic seal; fabricated to provide the overall performance characteristics indicated below: 2.10.1 External panel shall be grey tinted float glass with any reflective surface on the #2 surface, Quality q3, 1/4" thick Where recommended by manufacturer, use heat strengthened glass. 2.10.2 Interior panel shall be clear float glass, quality q3, 1/4" thick, tempered as recommended by the manufacturer. 2.10.3 Edge construction shall consist of twin primary seals of polyisobutylene, bronze color anodized tubular aluminum spacer bar with soldered sealed corners, and filled with dessicant, and second seal outside of bar, bonded to both sheets of glass and bar. Polysulfide, silicone or hot -melt butyl elastomeric sealant, manufacturer's option. Construction shall be in the same barometric pressure zone as the location of the building site. 2.10.4 Provide manufacturer's standard 10 year warranty on hermetic seal and contractor's warranty for five years against uncontrolled leakage. 08800 - 3 2.10.5 Manufacturer's furnishing products complying with the basic requirements specified for environmental insulating glass include the following: Environmental Glass Products Div., Shatterproof Glass Corp. Ford Glass Company Libbey- Owens -Ford Company PPG Industries, Inc. 2.10.6 Submit samples of environmental insulating glass for selection and approval of color and performance characteristics. Specifically identify any deviations from required performance characteristics. 2.11 Face glazing compound shall conform to FS TT -G -410; use for glazing single thickness panes unless otherwise recommended by the glass manufacturer. 2.12 Setting blocks shall be neoprene, 70 -90 Shore A hardness. 2.13 Spacers shall be neoprene, 40 -50 Shore A hardness. 2.14 All manufactured environmental glass units shall have a flatness tolerance of +/- 1/8" across any 10' panel, diagonally. 2.15 No tong glass shall be used in the manufacturing of insulated units. 3.0 Installation 3.1 Cut glass to size required for measured openings; provide adequate edge clearance and full glass bite all around. Cut prior to laminating and prior to fabrication into insulating glass units. Do not install sheets which have edge damage or other defects. 3.2 3.3 3.4 Replace glass which is broken or damaged prior to the time of acceptance. Each piece of exterior glass must be airtight and watertight, and without glass breakage, through normal weather /temperature cycles, and through normal door /window operations. END OF SECTION 08800 -4 SECTION 08920 - ALUMINUM GLASS SETTING SYSTEM 1.0 General 1.1 Provide Thermally broken extruded aluminum stick framed system with neoprene structural gaskets concealing metal from exterior exposure for second floor curtainwall locations as shown on the drawings and as herein specified. 1.1.1 Sealant used in connection with neoprene structural gaskets shall be furnished and installed under this section, as recommended and warrented by the manufacturer of the aluminum - structural gasket system. 1.2 Refer to Section 08800 for glass and glazing work. 1.3 Provide column covers, sills, border and filler items and other incidental work indicated or required as integral components of the installation conditions encountered. Match aluminum color. 1.4 Provide anchorages, shims, fasteners, accessories and support brackets for components of aluminum glass setting systems. 1.5 Submit manufacturer's product data for materials and fabrication of aluminum glass setting systems, including indication of compliance with design and performance requirements and instructions and recommendations for installation and maintenance. 1.6 Submit shop drawings showing adaptation of manufacturer's standard systems to project requirements, including typical unit elevations to show dimensioning, member profiles, anchorage system, interface with building construction, gasket installation and sealing, and glazing. Show clearly on shop drawings if, and how manufacturer's system deviates from contract drawings and these specifications. 1.7 Submit samples of type and color of aluminum finish, also showing workmanship to be expected and glazing system, all members including brake shapes. 1.8 Comply with applicable provisions published by AAMA in the "Metal Curtain Wall, Window, Storefront and Entrance Guide Specifications Manual ". 1.9 Installer shall be a firm with not less than 5 years of successful experience in erection of aluminum glass setting systems similar to the systems required for this project. 1.10 Provide manufacturer's systems, adapted to application conditions indicated, which have been tested in accordance with ASTM E 330 to withstand uniform lateral pressure of not less than 30 psf inward and 25 psf outward. 08920 - 1 Provide manufacturer's systems which have been tested to demonstrate permanent resistance to leakage indicated below with a test pressure differential not exceeding 20% of design loading: Air leakage, not more than 0.06 cfm per sq. ft. of wall area, per ASTM E 283. Water penetration, no uncontrolled leakage, per ASTM E 331. 2.0 Materials and Fabrication 2.1 Aluminum extrusions shall be 6063 -T5 Alloy and temper. With black finish, NAAM AA- M32C21A32 (0.4 mils) integral color anodized finish, or NAAM AA- M32C21A32 (0.4 mils) electrolytically deposited color anodized finish, matching approved sample. 2.2 Structural glazing gaskets shall be manufacturer's standard sealed corner pressure glazing "zipper" type dry glazing system of resilient elastomeric glazing gaskets, with setting blocks and shims or spacers as required. Hardness selected by system manufacturer. 2.2.1 Gasket material shall be extruded or molded neoprene, AAMA SG -1 or ASTM D 2000, classification selected by manufacturer for performance and permanence. Gasket color: Black. 2.3 Aluminum glass setting systems are based on the standards of one manufacturer, as indicated below. Other standard systems of similar nature will be acceptable when differences do not materially detract from design concept or intended performances, as judged solely by the Owner and Architect. 2.3.1 Aluminum and structural gasket system: Kawneer Co. Inc., 1200 Gasketwall. 2.3.2 Corner mullions for the aluminum and structural gasket system shall be provided as shown on tht drawings or required, as manufactured by Kawneer, J -C Products Corp., or approved. 2.4 Provide all trim and necessary members for reinforcement, installation and finished appearance as shown on the drawings, or as required for a complete and finished installation in all respects. Material and finish of exposed trim and accessory members shall be as specified for the principal framing members. 2.5 Concealed flashing shall be dead soft stainless steel, 26 gauge, type selected by manufacturer for compatibility. 2.6 Provide manufacturer's standard fasteners with exposed portions matching finish of aluminum. Provide slip joint 08920 - 2 linings of sheets, pads, shims or washers of Delrin or similar compound, recommended by manufacturer, at joints where movement must be accommodated. 3.0 Installation 3.1 Comply with manufacturer's instructions for protection, handling and installation of fabricated setting systems and components, with particular attention and care in preservation of finishes. Discard or remove and replace damaged members. 3.2 Separate dissimilar materials and metals from aluminum system with a 30 mil coating of bituminous compound, SSPC Paint 12, or other permanent separation to prevent corrosion and electrolytic deterioration. Apply to concealed metal surfaces. 3.3 Erect Aluminum units level, plumb and true to line, with accurately aligned and tight joints, securely positioned in place with reference to true column lines, and floor elevations. Erection tolerances shall not exceed 1/8" deviation from plumb or level in 12', 3/8" deviation from theoretical calculated location at any point, 1/16" maximum offset of flush alignment, 1/16" maximum offset if separated by more than 2" spacing or by protruding member. 3.4 Anchor components securely in place in manner indicated on the shop drawings, shimming and otherwise allowing for required movememt of the installed systems. 3.5 Consult section 07900 for coordination of requirements for sealants and joint fillers around perimiter of aluminum glass setting systems. Installation of sealants for gasketed portions of system shall be in accordance with the system manufacturer. 3.6 Coordinate cleaning operations with installation of glass and sealants. Clean completed installation inside and out promptly after erection and installation of glass and sealants. Remove all excess compounds, dirt and other foreign substances from all surfaces, including sealant from outside surface of gaskets. 'Repair minor defects in finish, replace members with defects not repairable to the satisfaction of the Owner. 3.7 Upon completion of installation, conduct water penetration test per AAMA FS -1 -76 (hose test) on second floor glazing system. Extend testing as directed by Owner or Architect to cover satisfactory portion of system for an adequate sampling of the installation. Adjust, re- install or replace members as necessary to eliminate leakage. END OF SECTION 08920 - 3 SECTION 09200 - LATH AND PLASTER 1.0 General 1.1 Furnish and install Portland cement plaster work as indicated on the drawings and as specified herein. 1.2 Quality Assurance: Comply with applicable requirements of the Uniform Building Code for Exterior Plaster, and of ANSI A42.2 "Portland Cement and Portland Cement -Lime Plastering, Exterior and Interior ". 1.3 Where plastered assemblies with fire - resistant ratings are indicated or are required to comply with governing regulations, provide materials and installations identical with applicable assemblies which have been tested and listed by recognized authorities, including UL and FM, for the ratings indicated. 2.0 Plastering Materials 2.1 Provide either neat or ready -mixed cement plaster materials, at Contractor's option, complying with ANSI A42.2 2.2 Base coat cement shall be Portland Cement, ASTM C 150, Type I or IA. 2.3 Base coat lime shall be special finishing hydrated lime, Type S. 2.4 Base coat aggregate shall be sand. 2.5. Base coat fiber shall be hair or fiber; mix with plaster for scratch coat on metal lath. 2.6 Finish coat cement shall be Portland Cement, ASTM C 150, Type I, white. 2.7 Finish coat sand shall be white sand. 2.7.1 Finish coat shall have non - directional sand float finish. 3.0 Ceiling Suspension Materials 3.1 Runner channels shall be 1 -1/2" x 0.475 lb. per ft. cold - rolled steel, factory painted. 3.2 Wire hangers shall be galvanized soft steel wire, ASTM A 641, sized per ASTM C 841 (9 gauge minimum). 3.3 Furring channels shall be 3/4" x 0.3 lb per ft. cold - rolled steel, 'factory painted. 09200 -1 3.4 Wire ties shall be galvanized soft steel, 16 gauge or double 18 gauge for furring. 3.5 Metal lath shall be diamond mesh or expanded flat rib, 3.4 lb. per sq. yd. conforming to FS QQ -L -101. Provide self- furring lath where indicated on the drawings or where required. 4.0 Plastering Accessories 4.1 Coordinate depth of accessories with thickness of and number of coats of plaster to be applied. 4.2 Corner beads shall be expanded small -nose type with 2 -7/8" wide flanges. 4.3 Cornerite shall be manufacturer's standard preformed interior corner reinforcement from 2.5 lb per sq. yd. diamond mesh lath. 4.4 Casing beads shall be square -edge type with expanded flanges except where short flanges may be required to suit applications conditions. 4.5 Control joints shall be two -piece type, manufacturer's standard roll - formed pair of casing beads with modified back flanges providing positive slip joint action and dust barrier, adjustable for joint width variation of 1/8" to 5/8 ". 5.0 Installation of Suspension System and Plaster Support 5.1 Do not bridge control and expansion joints with lathing and metal support systems. Frame both sides of joints. 5.2 Secure ceiling suspension system hangers to structural support by connecting directly to structure where possible; otherwise connect to inserts, clips or anchorage devices or fasteners. Not allowed to penetrte metal deck. 5.2.1 Space suspension system runner channels 4' -0" o. c., and space hangers along channels 4' -0" o. c. Level runner channels to a tolerance of 1/8" in 12' -0 ". Brace for Seismic Zone III. 5.3 Space metal furring members 16" o. c. unless otherwise indicated. 5.4 Install metal lath to comply with referenced standards. Nail self- furring lath directly to concrete or masonry substrates where required for direct plaster application. 09200 -2 5.6 Install metal corner beads at external corners. 5.7 Install casing beads at terminations of plaster work. For exterior work, set casing beads 1/4" from abutting frames and other work, for application of sealant. Install prefabricated expansion joints where shown. Installation of Portland Cement Plaster Mechanically mix plaster materials at the project site. 5.8 6.0 6.1 6.2 Sequence plaster installation properly with the installation and protection of other work, so that neither will be damaged by the installation of the other. 6.3 Plaster flush with metal frames and other built -in metal items or accessories which act as a plaster ground. 6.4 Portland cement plaster shall be 3 -coat work on metal lath. Color and texture of finish coat shall be as previously specified. 6.5 Cure Portland cement plaster by maintaining each coat in a moist condition for 2 days following application; keep enclosed and fog -spray (after initial set) as required to prevent dry -out. 6.6 Cut, patch, point -up and repair plaster as necessary to accommodate other work and to restore cracks, dents and imperfections. Repair or replace work to eliminate blisters, buckles, excessive crazing and check cracking, dry -outs, efflorescence, sweat -outs and similar defects, including areas of the work which do not comply with specified tolerances, or where bond to the substrate has failed. 6.7 Remove temporary protection and enclosures. Promptly remove plaster from adjacent building surfaces which are not to be plastered. Clean and repair other surfaces which have been stained, marred or otherwise damaged during the plastering work. Remove unused materials, containers, equipment and plaster debris. END OF SECTION 09200 -3 SECTION 09250 - GYPSUM DRYWALL 1.0. General 1.1 Furnish and install all gypsum drywall including non-load bearing steel studs for interior partitions, and joint treatment, complete, as indicated on the drawings and as specified herein. 1.2 Comply with ANSI A97.1, except as otherwise indicated, and comply with drywall manufacturer's specific instructions. 1.3 The gypsum drywall will be installed on steel studs, as shown on the drawings and specified herein. 1.4 Load bearing steel studs for exterior walls are specified in Section 05400. 2.0 Materials 2.1 Non-load bearing steel studs shall conform to ASTM C 645, 25 gauge, widths as called for on the drawings; use 3-5/8" width if not specifically shown otherwise, or required for plumbing or other utility accommodation. 2.1.1 Runners shall match studs, of type recommended by stud manufacturer for floor and ceiling support of studs, and for vertical abutment of drywall at other work. 2.1.2 Provide stud manufacturer's standard clips, shoes, ties, • reinforcements, fasteners and other accessories as needed for a complete stud system. 2.2. Furring members shall comply with ASTM C 645, 25 gauge, C-shaped or hat-shaped, 7/8" thick unless otherwise shown or • required. 2.4 Ceiling support materials and systems for direct hung installation shall comply with the requirements of ASTM C 754, heavy-duty structural classification. Provide manufacturer's standard shape double web steel main runners for direct attachment to hangars, and interlocking cross runners, both with 1-3/8" wide face. Provide standard 1-5/8" drywall tracks for perimeter support. .Direct hung suspension system shall be the following: 2.3.1 640 Furring System: Chicago Metallic 09250-1 2.4 For indirect hung system provide not less than 1 -1/2" x 9/16" cold- formed, U- shaped carrying channels fabricated from not less than 16 gauge zinc - coated, cold - rolled steel sheets. Provide standard drywall furring bars designed to receive metal drywall screws. 2.5 Contractor's option, provide either direct or indirect hung furring bar suspension system for gypsum board ceilings. 2.6 Gypsum drywall board for all exposed drywall surfaces, except where fire resistance rating is required, shall be gypsum wallboard complying with ASTM C 36 with paper face surface suitable to receive decorated finish, and with long edges tapered to receive manufacturer's standard joint treatment; thicknesses as called for on the drawings or, if not called for, shall be 5/8" thick. 2.7 Provide gypsum backing board, ASTM C 442, 5/8" thick unless otherwise shown, behind vinyl wall surfacing. Provide type X backing board as base layer in two -layer construction where fire resistance rating is indicated, and also behind vinyl wall surfacing if fire resistance rating is indicated. 2.8 Base layer in two -layer construction where fire resistance rating is not required shall be sound - deadening gypsum board with non - combustible Class A rating. 2.9 Provide moisture - resistant board, ASTM C 630, where used as substrate for wall tile and all walls in toilet rooms. 2.10 Provide UL Labeled "Type X" board where a fire resistance rating is indicated, required by codes or where specifically called for on the drawings. 2.11 Drywall trim accessories shall be of the following types: 2.11.1 Provide galvanized steel external corner beads with metal flanges. 2.11.2 Provide galvanized steel casing beads of beaded -nose flange type, with flange for joint treatment. 2.11.3 Provide control joint units, of either metal or PVC, where control joints are indicated. 2.11.4 Provide manufacturer's approved vinyl edge trim of type indicated. 2.12 Sound attenuation blankets shall be semi -rigid mineral fiber without membrane, FS HH -I -521, Type I, thickness as called for. 2.13 Joint tape shall be perforated, conforming to ASTM C 475. 09250 -2 2.14 Joint compound shall be a single multi- purpose ready -mixed vinyl -type compound for 3 courses of compound application on interior work, conforming to ASTM C 475. 2.15 Acoustical sealant shall be latex, acrylic, or acrylic -latex non - staining type, permanently elastic and paintable. 3.0 Installation 3.1 Secure hangars for ceiling support suspension systems to structural support by connecting directly to structure where possible; otherwise connect to inserts, clips, or other anchorage devices or fasteners as recommended by the manufacturer of the suspension systems. 3.1.1 Direct hung metal support systems shall include perimeter wall track or angle, with members spaced and installed to comply with manufacturer's instructions. 3.1.2 Indirect hung metal support system shall have main runners spaced 4' -0" o. c. along runners, and furring members spaced 2' -0" o. c. unless otherwise indicated. 3.2 Install steel studs for interior partition support system with bottom and top runner tracks anchored to substrates. Isolate system from building structure to prevent transfer of loading and deflections into metal support systems, both vertically and horizontally. 3.2.1 Frame door and other openings with studs and runners of gauge number and arangement to comply with manufacturer's recommendations for size of opening, weight of doors and height and stud size. 3.2.2 Install supplementary framing, runners, furring, blocking and bracing at openings and terminations in gypsum drywall, and where required for support at other work which cannot be adequately supported on gypsum board alone. 3.2.3 Space drywall framing for interior partitions (studs, furring channels, ceiling members) 16" o.c., unless otherwise shown. Anchor to door frames as recommended. Anchor runners to floor at 24 inches o.c. with power driven anchors and angle brace to the structure above at each door frame and 4' -0" o.c. maximum. Provide framing at corners, intersections, etc. as indicated on the drawings or as recommended by referenced industry standards. 09250 -3 3.2.4 Terminate framing for floor or roof framing drawings. Elsewhere, terminated at least 3 drywall partitions at underside of in locations called for on the drywall partitions are to be inches above the finished ceiling. 3.3 Install gypsum boards of thickness called for, in lengths and directions which will minimize number of end joints, and avoid end joint in central area of ceilings. Where possible, install walls and partitions with exposed gypsum board vertical, with joints offset on opposite sides of partitions. Otherwise, install boards at right- angles to supports, with end joints staggered over supports. 3.4 3.5 3.6 Screw wallboard to manufacturer. For multiple -layer layers. metal supports as recommended by the work provide mechanical fastening of both Install water - resistant backing board where shown or specified to receive thin -set tile and similar rigid applied finishes. Apply tape only at joints unless otherwise indicated. Seal cut edges and joints and penetrations with water - resistant sealant prior to installation. 3.7 Install sound attenuation blankets where indicated, without gaps; support where necessary to prevent movement or dislocation. 3.8 Isolate drywall work from abutting structural and masonry work; provide edge trim and acoustical sealant as recommended by manufacturer. 3.9 Form "floating" construction for gypsum boards at internal corners, except where special isolation or edge trim is indicated. 3.10 Form control joints with 1/2" space between boards. Install acoustical sealant at base of space, and apply trim accessory at face. 3.11 Trim drywall at external corners with corner beads. 3.12 Make sure that adequate wood blocking is installed for door stops, toilet accessories, etc., before installing drywall. 3.13 Insulate drywall partitions and ceiling construction where indicated. Restrain insulation from dislocation. 3.14 Provide casing bead at exposed edges of gypsum board and wherever drywall abuts flush with other wall or ceiling materials. 3.15 Provide flush joint treatment and screw -head treatment for exposed drywall work. Apply tape and compound in not less than 3 applications, sanding smooth after the last 2, except that only one application will be required behind ceramic tile. SECTION 09300 - CERAMIC TILE General Furnish and install all ceramic tile as indicated on the drawings and as specified herein. 1.2 Material and installation standards of the Tile Council of America (TCA) and ANSI 137.1 shall apply to this work. 2.0 Material 2.1 Glazed wall tile shall be "Standard Grade" matte or crystalline, cushion edge. Provide trim shapes of same material, size, color and texture as field tile. Size and color of tile will be selected by Owner from full range of color samples submitted by the Contractor. 2.2 Dry -set mortar shall conform to ANSI A 118.1; TCA Formula 763 for glazed wall tile. 2.3 Dry -set grout shall be a factory blend of Portland Cement and additives, including products such as the following; in color selected by Owner: 2.3.1 Tile Mate Grout; Type Upco Co. 2.3.2 Dry Cure; L & M - Surco Co. 2.3.3 Submit tile and grout samples for Owner color choice. 3.0 Installation 3.1 Comply with TCA "Handbook for Ceramic Tile Installation" and ANSI A 108.0 through A 108.7, as applicable for type of tile and method of installation. Comply with manufacturer's instructions for application of proprietary materials. Joint. pattern shall be a grid pattern with 1/16" wide joints unless otherwise indicated. 3.2 3.3 3.4 Grouting shall consist of commercial cement grout for wall joints. Clean tile in accordance with TCA recommendations and manufacturer's instructions. Take necessary precautions to prevent surface damage. 3.5 Deliver to the Owner at the project site not less than one full carton of each color and size of ceramic tile for future replacement use. END OF SECTION 09300 -1 SECTION 09510 - ACOUSTICAL TREATMENT 1.0 General 1.1 Furnish and install the acoustical ceiling system as shown on the drawings and herein specified 1.1.1 The acoustical ceiling system shall be lay -in, modular, accommodating 20" x 60" panels, and compatible with a 5 -foot planning grid. 1.1.2 The acoustical ceiling system shall be designed to integrate (1) sound absorption and insulation, (2) lighting, and (3) air diffusion. Only sound control is specified in this Section; consult the appropriate Sections in Divisions 15 and 16 for requirements for air diffusion and lighting, and coordinate all components to produce a complete, integrated system. Acoustical modules and lighting modules shall be interchangeable and rotatable 90 degrees within the 5 -foot planning grid. 1.1.3 The acoustical ceiling system shall provide concealment for all services in the plenum, and access thereto, without impairment of any function, and shall provide detachable support for space dividers on the grid line. 1.2 Submit 12" square samples of units proposed for acoustical lay -in panels, and 24" long samples of exposed suspension members and moldings, for Owner's approval. 2.0 Materials and Products 2.1 Suspension system shall be as required to support acoustical units, light fixtures, air diffusion equipment, and other components as indicated, including anchorages, hangers, runners, cross runners, splines, clips, moldings, fasteners and other members, devices and accessories. Comply with requirements of ASTM C 635. Submit Seismic design to building official for approval. 2.1.1 Suspension system shall be direct -hung fully exposed (lay -in) type, with heavy -duty Structural Classification, with white baked enamel finish on all exposed portions. 2.1.2 Hangar wire shall be not less than 12 gauge (0.106 ") galvanized steel. 2.1.3 Manufacturers furnishing products complying with these specifications include the following: 2.1.3.1 Chicago Metallic Corp.; 211 Snap -Grid System Heavy Duty ASTM Classification, with 200 double web runners and 207 cross tees. Fire rated. 09510 -1 2.2 Acoustical panels shall be mineral fiber, 20" x 60" x 5/8" minimum, density not less than 10 lbs. per cu. ft., square edged lay -in type, NRC 0.50 to 0.60, STC range 35 to 39, factory- applied washable white finish with light reflectance over 75 %, flame spread rating of 0 -25 (ASTM E 84 and FS SS -S -118), medium coarse pattern and texture as approved by the Owner; Minabord Fissured, Armstrong World Industries Auratone Fissured, United Sttes Gypsum Fissuretone, Celotex Corp. Provide one hour rated tiles where indicated, or required by code. 2.3 Acoustic panels in all 200 level rooms except room 207 and 213 shall be fissured mineral fiber, 24" x 48" (or as shown) x not less than 5/8" nominal thick, square edge, standard white finish, flame spread rating of 25 or less. 2.4 Acoustic panels in rooms noted on room finish schedule sheet A-4 and A -4a only shall be fiberglass, 24" x 48 ", 20" x 60 ", (or as shown) x 1 -1/2" thick, pin - perforated white vinyl face, foil backed with an NRC of .90 to 1.0, minimum STC of 20, of one of the following, no substitute: Vinyl Plan, Elite, Capaul Corp.; Ballard, Classical Acoustical Products, Inc. 2.5 Acoustical sealant shall be heavy- bodied, non - shrinking, non - drying, non -sag grade mastic. 3.0 Installation 3.1 Layout shall be as shown on the drawings, coordinated with light fixture, sprinkler, speaker, alarm and air diffuser layout. •Installation tolerance shall be 1/8" in 12' -0 ". 3.2 .Secure suspension to building structure, with layout of supports a maximum of 5' -0" on center parallel to light fixtures and 2' -6" on center perpendicular to light fixtures. To. meet Seismic Zone III design requirements. 3.3• Secure edge moldings to substrate with screw anchors spaced 15" o. c. Set with concealed bead of acoustical sealant. Miter corner joints. Cope exposed flanges of intersecting suspension members for flush intersections. 3.4 Installation of ceiling suspension system shall be in conformance with ASTM C 636 and with the suspension system manufacturer's instructions. 3.4.1 Place main runners and cross tees in arrangement indicated on reflected ceiling. Accurately level and tie main runners to hanger wires, and lock cross tees in place on main runners. Install prefinished metal moldings and preformed corners at area perimeters. Install cross tees as required to provide framing at entire perimeter of opening such as light fixtures, diffusers, grilles, etc. 3.5;. Where provisions have not been made in the structure for attachment of hanger wires, provide special attachment devices whose suitability has been demonstrated by certified test data. Where ductwork or other interferences make it impossible to provide direct -to- structure suspension within the maximum allowable spacing, provide trapeze suspension system to maintain the spacing of hanger wires. 3.6 Arrangement of hanger wires for exposed suspension system shall conform to wire hanger arrangement indicated on the drawings. 3.7. 3.8 Install lay -in panels flush and level in grid system, without damage. After installation of acoustical materials, clean (or replace with new material) all soiled or discolored surfaces . of material. Remove and replace any damaged or improperly installed material. 3.9 Stock for. Owner: Upon completion of the project, furnish to the Owner, for his maintenance stock, 75 new, full sized acoustical panel units of each type. SECTION 09650 - RESILIENT FLOORING 1.0 General 1.1 Furnish and install all resilient flooring as indicated on the drawings and as specified herein. 2.0 Materials 2.1 Sheet vinyl flooring shall be "Florever" by Congoleum, "Vinyl Corlon" by Armstrong, "Architect's Choice" by Mannington, or approved, 0.090" gauge. Color(s) and pattern(s) shall be selected by Owner from manufacturer's standard colors and patterns. 2.2 Rubber Base shall conform to FS SS -W -40, Type I, 4" high, 1/8" gauge, coved type in all areas. Notch and wrap the base around corners. Colors will be selected by the Owner. Premolded corners will not be acceptable. Acceptable manufacturers are Flexco, Division of Textile Rubber Company, Inc.; Johnson Rubber Company; R. C. Musson Rubber Company and Roppe Rubber Company. 2.3 Resilient Edge Strips: Not less than 1" wide; 1/8" gauge; tapered edge, color to match flooring or as selected by the Owner. 2.4 Colors and patterns shall be selected by the Owner from the manufacturer's full range of available colors and patterns as submitted by the Contractor. 3.0 Installation 3.1 Comply with flooring manufacturer's recommendations for types of materials, project conditions and intended use. 3.2 Clean floors and apply substrate primer in accordance with flooring manufacturer's instructions. 3.3 Depressions, hollows, or other irregularities in concrete subfloors shall be corrected, prior to spreading adhesive, by the use of approved under - layment and /or grinding. Refer to 03300 - 6.4. Obtain approval of Owner on levelness of subfloor prior to installation of resilient flooring. 3.4 Apply concrete slab primer, if recommended by flooring manufacturer, prior to application of adhesive in compliance with manufacturer's direction. 09650 -1 3.5 Lay sheet flooring in with manufacturer's recommendations to provide as few seams as possible with economical use of materials. Adhere sheet flooring to substrates using method approved by flooring manufacturer for type of sheet flooring and substrate condition indicated. Use conventional full spread adhesive application method unless otherwise specifically recommended by the manufacturer. 3.6 Apply resilient base in as long lengths as practicable to walls, columns and all permanent fixtures where indicated. On masonry or other irregualr surfaces, fill voids behind base and along top edge with manufacturer's recommended . adhesive filler. Apply rubber base only after completion of carpet or vinyl flooring installation. 3.7.. Clean floors and base after installation and leave in clean, undamaged condition at the completion of the project. 3.8. Deliver to the Owner at the project site not less than 20 SF of material, and not less than 8 lineal feet of each color . and type of rubber base for future replacement use. Where resilient flooring adjoins concrete floors, install resilient edge strips. END OF SECTION 09650 -2 1.0 General 1.1 SECTION 09680 - CARPETING Carpeting will be furnished by the Owner and installed by the Contractor. Carpeting will have unibond backing, for glued -down installation. Furnish all labor and materials necessary to install carpeting where called for on the drawing and as herein specified. Installation to conform to Lees Carpet "Installation Instructions for Direct Glue Down of Unibond ". 1.2 Carpeting and adhesives will be shipped, transportation paid, to a destination to be named by the Contractor. The Contractor shall be responsible for transportation, loading, unloading and related costs incurred in moving the goods from their original destination to the project. 1.3 Carpet seaming diagrams will be furnished by the Owner to the Contractor. 1.4 All excess usable pieces of carpet remaining after the installation is completed shall be turned over to the Owner for use in future repairs. 2.0 Contractor Qualifications 2.1 All work specified herein shall be performed by a contractor with at least five years experience in carpet-installation. Submit the following information to the Owner prior to commencement of the installation: 2.1.1 Experience record showing Contractor's training and experience in similar work. 2.1.2 Listing and brief description of similar work satisfactorily completed with location, date of contracts and names and addresses of Owners. 2.1.3 List of facilities and equipment available to perform the work. 2.2 The Owner reserves the right to approve the installer. 3.0 Materials 3.1 Carpet (furnished by the Owner) shall be Lees', Faculty II Unibond backing for glue -down installation, nominal 12' width. 3.2 Carpet Adhesive shall be Burlington Hot Melt Bond Carpet Adhesive A022 (no substitution), furnished by the Owner. 09680 -1 3.3 Seaming cement: None is to be used. 3.4 Binder Bar shall be Roberts Pinless Nap -Lok, No. 12- 1514T, in hammered aluminum; furnished by the Contractor. 3.5 Burlington Pressure Sensitive adhesive (no substitution), furnished by Owner. 4.0 Installation 4.1 Conform to the seaming diagram furnished by Owner. No deviations from the seaming diagram will be permitted unless approved by the Owner at the site. 4.2 Inspect the floor prior to starting the work. Application of the carpet constitutes acceptance of the floor. Inspect all carpet and report any mill defects to the Owner prior to installation. 4.3 Broom clean, vacuum, damp mop and allow to thoroughly dry and properly prepare floors to receive carpet. Floor areas to receive carpet must be free of dirt, wax and any foreign matter that would prevent the adhesion of the carpet mastic. 4.4 Floor temperature is to be a minimum of 650F. for 24 hours before, all during and 48 hours after installation. Carpet and adhesive should be stored at room temperature for 24 hours before installation. 4.5 Access junction box cover plates are to be carpet covered. Before carpeting remove all attaching screws, clean edges and cover plates and level to a plumb position. It is recommended that the cover plate be removed before carpeting the area. 4.5.1 Access junction box cover plates. Mark square outline on floor 1 -1/2" larger on all sides of round (or square) style box cover. Seal concrete and metal cover plate with floor seal. Carpet is adhered with floor adhesive up to, but not over, the squared outline. Refer to drawing on page 4, this section. Locate center of hole, move to one end and make one cut from corner B to corner D. Next, make 2 cuts from A to C to create a "U" cut carpet flap. Replace box lid, spread heavy coating of pressure sensitive adhesive over entire open area with a paint brush. DO NOT YET ADHERE CARPET. Let adhesive "dry clear to touch" keeping flap open 1 to 2 hours. Test carpet for releasability. Adhere carpet flap down into pressure sensitive adhesive. If extra adhesion is needed, repeat above steps or use reactivator film tape. 09680- 2 Securely adhere the carpet to the floor using the approved adhesive and in accordance with the following: Apply Burlington adhesive at the rate of approximately 1 gallon for every 12 yards, using the proper trowel. Run all carpet in the same direction unless noted otherwise. Install carpet so the minimum number of carpet sections are used, per seaming plan. Where carpet meets adjacent hard surface, provide a gripper bar to hold and protect the carpet edge. At electrical and telephone outlets, cut a circle the size of the hole, only, to allow clearance for the outlet adapter. The outlet box shall cover and set on top of the carpet so that no carpet voids exist. It is the Contractor's responsibility to verify dye lots prior to commencing installation. But, if during the installation an apparent dye lot change is discovered, notify the Owner immediately and correct the work as directed. Trim all side edges of the carpet, double cut or trace cut, using No. 10 -146 cushion back cutter or electric cutter. After carpet is put down it should be rolled with a 50 lb. roller to achieve adhesion. 4.12 Buckles after installation should be steamed into place using clean, stain free equipment only when necessary. Lay tufts of carpet with the grain. It is recommended that the steamer be used only after 48 hours if time permits. 4.13 Any mistakes, or miscuts are the responsibility of the installer who must replace all damaged or unusable materials. 4.14 Protect all adjacent finished surfaces from abrasion, soiling and adhesive materials while distributing or installing carpeting. 4.15 Upon completion of the installation, remove all waste and excess materials and all tools and equipment. Thoroughly clean the entire carpet surface with an upright beater bar type vacuum cleaner. Adjacent surface shall be left free of abrasions, soiling and adhesives. Protect carpet from foot traffic by use of kraft paper or heavy plastic sheet runners, until final acceptance. END OF SECTION 09680 - 3 Il1t+l1I1IiI'1 +11I' I�I�I�I�I!1�111�1 11111111111111111111 1111111111 A 1 111111 IIIIIIII!! I I 1 1111111111111111 I�I� lil�� i� (� l� l 111111111 IlihI I 1 1111u 'mutt It1.i.il, ti:litl� 111111111111111+ • 111111111111111 111111111111111 , 11111111111111111 11 1 111111 1 1 .1.1111 0 } -. -• CARPET CUT TEMPLATE OUTLINE • SCREW PRESSURE SENSITIVE APPLICATION SECTION 09900 - PAINTING 1.0 General 1.1 Furnish and install all painting as indicated on the drawings, as scheduled, and as specified herein. 1.2 The work includes painting and finishing of interior and exterior exposed items and surfaces throughout the project, except as herein specified. 2.0 Work Not Included 2.1 Shop priming of ferrous metal items and fabricated components are included under their respective trades. Prefinished items such as acoustic materials and the like are not included. Painting is not required on surfaces of concealed areas. Finished metals such as anodized, prefinished or prepainted aluminum, stainless steel, factory finished preformed panels, bronze and similar metals will not be painted. Do not paint any moving parts of operating units, or over any equipment identification, performance rating, name or nomenclature plates or code - required labels. 2.2 Painting and finishing of mechanical equipment and systems, including piping, covering and accessories installed under. those Divisions of the work, will be performed under those respective Divisions of the work and are not included in this Section. 2.3 Acrylic coating for exterior exposed CMU (Base Bid) is specified in Section 04200. 3.0 Material 3.1 "Paint" as used herein means all coating systems materials, including primers, emulsions, enamels, stains, varnishes, sealers fillers and other applied materials whether used as prime, intermediate or finish coats. 3.2 Paint all exposed surfaces except where the natural finish . of the material is obviously intended and specifically noted as a surface not to be painted, where pre - painted or factory finished. Where items or surfaces are not specifically mentioned, paint these the same as adjacent similar materials or areas. The Owner will select all colors, shades and tints from standard colors available for the materials systems as specified. 3.3. Paint colors and finishes will be selected and scheduled by the Owner prior to commencement of painting and finishing. The Contractor shall submit entire manufacturer's color samples for color selection before proceeding with the work. 09900 -1 3.4 Product names used to designate colors or materials are not intended to imply that such products are required to the exclusion of equivalent products of other manufacturers. 4.0 Paint Systems 4.1 Provide the following finish coating systems for the various substrates. Products listed are for the assistance of the Contractor in establishing the type and quality of materials required, and are not restrictive. 4.2 System E -1, Exterior Metal Surfaces. Apply to primed ferrous metal exterior surfaces. Touch up primed surfaces before apply finish coats. 4.2.1 1st Coat: Semi -gloss Alkyd Enamel, FS TT -E -529, Class A; Glidden's Y -4600 Line Spred Lustre. 4.2.2 2nd Coat: Semi -gloss Alkyd Enamel, FS TT -E -529, Class A. 4.3 System E -3, Exterior. Wood Surfaces. Apply to all exterior exposed wood and plywood surfaces. 4.3.1 1st Coat: Solid color oil base stain; Olympic Solid Color Oil Base Stain or Cabot's O.V.T. Solid Color Stain. 4.3.2 2nd Coat: Solid color oil base stain; Olympic Solid Color Oil Base Stain or Cabot's O.V.T. Solid Color Stain. 4.4 System I -1, Interior Ferrous Metal Surfaces. Apply to interior ferrous metal surfaces. Touch up primed surfaces before applying finish coats. Apply prime coat to unprimed ferrous metal surfaces. 4.4.1 Prime Coat: Red lead base primer, FS TT -P -86; Glidden Y -5532 Glid -Guard Red Lead Metal Primer. 4.4.2 1st Coat: Synthetic Eggshell Snamel, FS TT -E -529; Glidden's Ultra HideAlkyd Eggshell Enamel No. 5450. 4.4.3 2nd Coat: Synthetic Eggshell Enamel, FS TT -E -529. 4.5 System I -2, Interior Gypsum Drywall Surfaces. Apply to all interior gypsum drywall surfaces called for on the drawings to be painted. 4.5.1 1st Coat: Latex Emulsion Prime- Sealer, FS TT -P -650; Glidden's Spred Primer No. 3416. 4.5.2 2nd Coat: Synthetic Eggshell Enamel, FS TT -E -529; Glidden's Ultra -Hide Alkyd Eggshell Enamel No. 5450. 4.6 System I -3, Interior Painted Wood Surfaces. Apply to exposed interior wood surfaces called for to be painted. 4.6.1 1st Coat: Alkyd Resin Enamel Undercoat, FS TT -E -543; Glidden's Y- 5550 -Line Spred Undercoater. 4.6.2 2nd Coat: Synthetic Eggshell Enamel, FS TT -E -529; Glidden's Ultra -Hide Alkyd Eggshell Enamel No. 5450. 4.6.3 3rd Coat: Synthetic Eggshell Enamel, FS TT -E -529; Glidden's Ultra -Hide Alkyd Eggshell Enamel No. 5450. 09900 -2 4.7 System I 4, Interior Stain and Varnish Finish. Apply to all wood doors and unfinished interior millwork and trim. 4.7.1 1st Coat: Past wood filler (FS TT -F -336); use alkyd base penetrating stain equal to Pratt & Lambert "Tonetic Wood Stain" to tone wood filler, or apply separate stain coat as required to match or produce the selected finish. Sand lightly prior to application of second coat. 4.7.2 2nd Coat: Quick -dry sanding sealer (FS TT -S -300). 4.7.3 3rd Coat: Oil- modified urethane clear finish equal to Pratt & Lambert "Varmor" in satin luster. Lightly sanded prior to application of 4th coat. 4.7.4 4th Coat: Oil- modified urethane clear finish equal to Pratt & Lambert "Varmor" in satin luster. 5.0 Workmanship 5.1 Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where directed in accordance with manufacturer's instructions. 5.2 Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing, as directed. 5.3 Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify the Owner in writing of anticipated problems using specified coatings with substrates primed by others. 5.4 Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. 5.5 5.6 5.7 5.8 5.9 Remove or protect hardware and accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish - painted, or provide surface - applied protection. Reinstall removed items. Seal wood required to be job painted. Prime edges, ends, face, undersides and backsides. Clean all ferrous surfaces to be painted, both new and existing. Wire - brush, solvent clean and touch -up shop applied prime coats which had been damaged, or bare areas. Mix, prepare and store painting, and finishing materials in accordance with manufacturer's directions. Apply painting and finishing materials in accordance with the manufacturer's directions. Use applicators and techniques best suited for the material and surfaces to which applied. 09900 -3 5.10 Apply additional coats when undercoats, stains or other conditions show through final paint coat, until paint film is of uniform finish, color and appearance. 5.11 Paint surfaces behind moveable equipment same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment with prime coat only. 5.12. Finish doors on tops, bottoms and edges same as exterior faces. 5.13 Sand lightly between succeeding coats on interior work. 5.14 Omit first coat (primer) on metal surfaces which have been shop- primed and touch -up painted, unless otherwise specified. 5.15 Apply prime coat to material which is required to be painted or finished, and which has not been prime coated by others. 5.16 Apply each material at not less than the manufacturer's recommended spreading rate, to provide a total dry film to thickness of not less than 5.0 mils for the entire coating system of prime and finish coats for 3 -coat work; and of not less than 3.5 mils for the entire coating system of prime and finish coat for 2 -coat work. 5.17. Match approved samples for colors, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. 5.18 Contractor shall deliver to the Owner, at the job site at the conclusion of the work, one unopened quart of paint for each type and color of material used. END OF SECTION:*, SECTION 09952 - VINYL WALL COVERING 1.0 .General 1.1 Furnish and install all vinyl wall covering as indicated on the drawings and as specified herein. 2.0 Materials 2.1 Vinyl wallcovering shall be manufactured by Genon - General Tire, Guard - Columbus Coated Fabrics, Koroseal -B.F. Goodrich, Boltatex- Thybony Wallcovering, Boyd, Pervel, or Sunwall- Borden Chemical, and will be selected by the Owner after contract award. Z.2 Allow the sum of $.67 per square foot for vinyl wall covering material which may be both 27" and 54" wide. After selection of the type (2) of wall covering to be used, the contract price will be adjusted on the basis of the difference between the Contractor's cost of the wall covering and the allowance. Include freight for delivery of wall covering material to job site, adhesive, metal mouldings, etc., .and labor for installation of all materials in the base bid price.. 2.2.1 Actual cost of the wall covering selected shall be . determined by the submission of factory invoice to the Owner. 2.3 Color shall be as selected by the Owner. Color shall be uniform throughout any one area, and shall be checked• by opening rolls before installation. 2.4 Primers, sealers and adhesives shall be mildew - resistant, non- staining to the wearing surface, and as recommended by the wall covering manufacturer. 2.5 Provide a metal moulding strip where fabric changes color at outside corner. This product is to be glued to the wall surface with a contact adhesive. Detail of the correct installation appears on the room finish schedule. Metal molding shall be #A3102 from Carvelle Distributors, phone (312) 593 -5240, or #A -161 from the Consumer Division of Macklanburg - Duncan, phone (800) 654 -8454. 3.0 Installation 3.1 Examine gypsum board surfaces before applying wall covering to see that joints and nail holes are flush and smooth, and that surface defects have been patched so as not to telegraph through the wall covering. Apply one coat of full- bodied oil base paint or other suitable material recommended by the vinyl wall covering manufacturer. Exercise care in cutting vinyl wall covering to not cut paper surface of gypsum board. 3.,2 Provide a close fit around electrical outlets and other penetrations. Vinyl shall finish about 3 -1/2" above finish floor where composition: base is to be applied. 3.3 Application of fabric shall constitute acceptance of the condition of the surface to be covered. 3.4 No horizontal joints will be permitted. 3.5 Provide a metal moulding where fabric external corners. changes color at 3.6: Finished work shall be free of blisters, wrinkles and open joints. Clean off all excess adhesive. 4.0 Stock for Owner 4.1 Upon completion of the work, furnish the Owner for his maintenance stock, one (1) additional roll (min. 1 lineal yard) of wall fabric covering of each color and pattern used. 1.0 General 1.1 SECTION 10020 - DEMOUNTABLE PARTITIONS Install Owner- furnished demountable partitions as indicated on the drawings and as specified herein. 1.2 Demountable partitions will be shipped, freight prepaid to a destination to be named by the Contractor. The Contractor shall be responsible for transportation, loading, unloading and related costs incurred in moving the goods from their original destination to the job site in the event of an off -site storage location. 1.3 All excess usable parts remaining after the installation shall be turned over to the Owner. • 2.0 Materials 2.1 Demountable partitions will be the following: 2.1.1 "T" Series Floor -To- Ceiling Panels as manufactured by Trendway Corporation, Holland, Michigan. 2.2 Partitions provided by the Owner are to be complete with all necessary hardware, trim, and other accessories for a complete installation. Contractor shall verify quantities upon receipt and inform Owner promptly of damage or shortage. 3.0 Installation 3.1 Partitions shall be installed as per the manufacturer's instructions included in this section. 3.2 Examine surrounding construction for defects which would adversely affect execution of the work. Do not proceed with installation until conditions are satisfactory. Commencing installation implies acceptance of substrates and job conditions. 3.3 The finished installation of demountable partitions shall be sturdy, rigid, firm, plumb, true, square, plane, and free of rattles, squeaks and other noises. 3.4 Carefully protect installed work against damage or contact with other harmful materials. Wherever exposure to damage is critical, install protective corners or barriers. 3.5 Thoroughly clean installed panels of all soil and dirt according to manufacturer's recommendations. 10020 -1 (Page 1 of 8. Additional pages are installation diagrams.) "T" Series Floor -T Panels • BEFORE YOU START Recommended laetallatien Toole • Nylon mallet • Rubber mast • .hammer • Electric screwdriver • Electric drill . • • Phillip* bond screw bits. I2 and /3 • Ladder • • Pliers • Plumb bob • Lava • Steel tape rule • Safety glasses • Gmsot drill (1141 • Saber saw • Hacksaw • .Utility into PREPARATION 1. Use tap. or chalk line to crest* a tayotit on the coiling to indicate where the crown piece* will be placed. Than. create another layout on the floor that la plumb to the layout on the ceiling. 2. Select and group'I"' Settee panels by width, anima texture and • coke. 3. Note the names of common elementa used in this example layout of panels Wee FIG 1). � ATTCH CEiLIa CROWN mIMPRNT:Data s Eve !goa' t whether mg peat of lartaWtlaw wil! require ,' ,itL a•r. i ,. .; . w�'. 1. A 3':wWe notch mush l�a'eut�iato the • condition L required. (See CONNECT . T CONDITION PANELS.) It Is much miler to sit thole notches at thla'tims then whoa tbe,esown sections are in ate. 2. It is easiest to start installation at a 90• corner where panels will have better stability. (If.= such corner is available. start installation at wall. See INSTALL WALL PLATE.) 3. Install crown sections for ailiagbhish • panels with the Ions lep down. Place crown corner on the marked location.. Using centerline dimensions from dd grid . 2'a gri.0 s. Measure calling hole locations and drill clearance holes in arowa' • • to ailing Ind "attach with 1'410 pan head crews (sea FIG z). ' • 4. IMPORTANT: Crowe sections at be attached only to. structurally. au sound rlacs lo the etlltog.:.., 5.'Ib join 2 cows Sections, inert crown alignment plates into slots of bach,sidi of the corm Use I12'46 screws to attach crown connecter to both ailing crown pieces (see FIt3 3). 6. Continue this procedure unto at least one of the awn sections terminates at the wall • ATTACH FLOOR PLATE . 1. Place 2 strips of tosm taps on the bottom of each floor plate. Remove the protective paper baching,frone the • , . tape. Press sections of the floor plate , to the floor along the layout line that Is plumb to the aUIng crown leas FIa 4). t, ",:' '-1 1ry.. :.err o.. 'Z'Cbiatinua this procedure'tmd' all floor plate. are attached to floor. CONNECT CEILING•HIal PANELS • ,1. It is *Wart to attach pawls' to the Crown at a 90• corner where panels will have bettor stability. of a corner is not used in the layout, start attachment at the wall. See INSTALL WALL PLATE.) 2. Extend leveling bolts of panel to proper length of 34146. Slide panel up •:. into the corner crown section then set panel down onto the aocr plat.. Be awn panel is plumb befom ettae>g. other panel to it. 3. Connect the first adjoining panel by installing the bottom pawl connector %,only. If this first connection is a 906 corner condition, use a corner connector. If it is a straight tine condition, use • straight panel connector. Lock these connectors by putting end into panel slots, than turning with pliers to lock thaan into. place Iasi FIG 51. 4. Level the adjoining panel with the standing panel by adjusting the leveling bolt. Install the remaining panel connectors. Twist connector to into place with purrs. All the 'penal connectors must be facing the sere direction to allow electrical cabling to run between the mull— ._ . 5: Wbao an panels are installed, go beck and install pilaetsr covers. Snap corner pilaster into 90• condition or snap. pilaster into 180• condition. Squeasi pilaut r in between 2 panda at the top. • Push pilaster up into the crown until it . is lined up at the bottom of the panel Ices FIG 6). Be careful not to peel the vinyl er fabric from the pilasters. 6. To nmove pilasters start at the ' bottom and twiat to remove. CCOONNNE CORNICE•HIGH Corniethigh panels are not intended to reach the .caillog. They, are daeigssd to . .• • • provide a send-private capability corapatible'with Fbce►W Csiltng'pandA ' i. Witsi'ht► iiiitallitioa, ¢oo` . Plata! .are iey4llaid,&st. tl�iii p�igaa li • an ieeletaid. thin eiuwo *lion attached to eh* Pali& Mae plat. rear ' inatailed lepreviously°instrncted'leia•'': 1 ATTACH.FLOORzPLATE) ' 2. It la easiest to begin the installatioei at• a 001.corgsrinibin the paneltwill haw .. better atsb0ity:llf acoeoar unit ousel in tbar layoat; stastinitallat oo st the :.. walL•SeeINSTAL L W, A LI. PL4T Eo3. Plantrst p og ..=• tbp floor plate. Plumb the brit panel Woos c insa:tios other panels to it.' 'Connect adjoiatagpiael to the &i t! panel Hdith'cinialth. e �' �Y; 4. Lwd Qrscpby .r Zti!'ll� to�}ock; ,the• �,�, . , . CORNIC&iIIGH Pll,NLL4 , car.;• 1.; i►'0. t4h•.,tofx t.s r'�;sr. • 1. Placaacrt +owaeectLcsontopoo.P+:•.;,;, withlonglega PODtUp. 2. Drill through crown *Alit thit110 screw ao on sli p thres i l hpacraoiwL n th en' pearl agr edgr dri of phots Attaoio toom., • . crown with 1' seit4tapp t10 screws • lass FIG 7i. • • ; • ; , 3. To join 2 crown sections. insert crown .slignment plata,into slots of Sach aide • of ths.crown. Ltse•U2'.16 acrsws to attach crown connector to both crown :. • ,..4..Th cbannalacrraated by.tbo upward.... pointing 1.gs of the crown can.bruaed Y y communications cab ' • CONNECT T.CONDITION 1. IMPORTANT: The crown maim above the T.condition panel must have a 3" notch cut wham the 90 penal will be placad. Chick to be sure this notch has bun cut isms FIG 91. 2. Stitt tha 90' panel against the 2 panals of the 1806 condition. 3. At Oa bottom of the panels, attach a comer connector from the 906 panel to ono of tha 180° condition pawls. Directly above this connector, in the UM slot, install a coma compactor , from the 90' panel to the othar 180° condition panel (sae FIG 10). 4. Laval the 90° panel to the 1506 condition pawls. Wart all the • " • remaining connectors. 0. Snap in the pilastar. ATTACH WALL PLATE 1. Detarmine location of wall plata from layout. Will plata must reach the 1100r. IMPORTANT: Wall plates must be attached only to structurally sound surfaces in the wall. Fla 9 * • • . • 2.3. sum will plate is plumb. To attach wall plat., drill holes in structurally sound wail surface and attachyrith appropriate fastanar for wail construction., ATTACH PANEL • TO WALL PLATE 1. Slide panel into the trams of the wall plat. (see FIG 11). 2. 84 sure this first panel is plumb to tba wail plata. 3. Connect this panel at the wall plata to the adjoining panel by inserting the bottom pang connector. 4. Level this wall panal by adjusting th• laveling bolt. Connect the remaining pawl c.onnectors. 5. Snap in the pilaster „s. FIG. 11 ' . . . 10020-6 . • • ,• • • ••• • ' . ■ INSTALL DOOR SECTION, 1. Measure in t& diit*ne. bitty .su done jambs. Add 2.1/8' to this dimension: . Cut at this dimansioo frig n the flo or plata that has bean attaahed"to'tls.' ` ' f1oar. For instance, when inetaWag a 316 door. cut *lir from this door ' plate. Louts 84/2 in Mom mandrills of connector on the aids CI the door action with flsad panel (Me FIG 14). • 2. Set mace bases is play on either jamb of the door esction. Deal through the floor plata and faat.d anchor bass toths floor with 114• s Z' kat esproaion bolt (w'FIQ 14).' " 3. Set tho door 'action is place, buttad against the' floor plata. Tba door section is asaembl.dwith a tsaptom and pawl lactic; which f lla alt t4 door to standard width of 4 feat.. 4. Plaa the' • ' head of ibis jamb IDObo' • Inside the aonespoodiag.space of f b. jamb. Fasten jamb aaehae tenth ; anchor bass with 2.114• bolts. Adjust Jena. then ei;ho si j sab s cbOr bo & (10.14 .::. ; ^• SECTION 10100 - CHALKBOARDS AND TACK BOARDS General Furnish and install Chalkboards and bulletin boards indicated on the drawings and as specified herein. 1.2 Submit shop drawings consisting of manufacturer's data and installation instructions. 2.0 Materials 2.1 Chalkboards shall be porcelain -on -steel factory built units with three ply laminated construction. Facing sheet of 24 gauge enameling steel with porcelain enamel finish over ground coat, 1/4" thick plywood or hardboard core, 26 gauge galvanized steel or 28 gauge random porcelain coil, or 0.0005" aluminum foil, or 0.015" aluminum sheet backing sheet. Chalkboard shall be "Durasteel ", #23 Earth Brown color as manufactured by Claridge Products and Equipment Co. or approved. Accessories shall consist of Manufacturer's standard satin anodized aluminum shallow line trim, Series 8, solid extrusion, ribbed section continuous chalk trough. 2.2 Bulletin board shall be plastic impregnated cork tackboard, consisting of ground natural cork compressed with resin binder and integral color, laminated to burlap backing; 1/4" thick seamless sheet with washable vinyl finish, laminated to 1/4" plywood or hardboard backing. Color to be Natural. Aluminum frame and trim shall be heavy extruded sections of 6063 -T5 alloy, with natural anodized satin finish. Sliding doors shall be 1/4" thick polished float /plate glass with grooved finger pulls, sliding on nylon guides or ball - bearing tracks. Provide manufacturer's standard lock with two keys. 2.3 Units shall be surface mounted, 72" wide by 36" high. Locate where shown on the drawings. 2.4 Manufacturers offering products complying with these requirements include the following: 2.1.4.1 Claridge Products and Equipment Company: No. 296 2.1.4.2 Lynn Bulletin and Directory Board Manufacturing Co.: No. 920 SD 3.0 Installation 3.1 Install units plumb, true and level. Securely attach to supporting structure with concealed fasteners, in accordance with manufacturer's instructions. Protect from damage. END OF SECTION 10100 -1 SECTION 10180 - TOILET PARTITIONS 1.0 General 1.1 Furnish and install overhead braced toilet partitions as indicated on the drawings and as specified herein. 1.2 Submit shop drawings including manufacturer's product data and installation instructions to the Owner. 1.3 2.0 Materials !. 2.1 Manufacturers offering products to comply with the requirements for metal toilet partitions are the following: Accurate Partitions Div., United States Gypsum Co. All American Metal Corporation American Sanitary Partition Corp. General Partitions Mfg. Co. Global Steel Products Corp. Knickerbocker Partition Corp. Metpar Steel Products Corp. Sanymetal Products Co., Inc. Weis /Robart Partitions, Inc. Flush -Metal Partition Corp. 2.2 Consult Section 10800 for information on grab bars to be installed in handicapped toilet compartments. Sheet Steel shall conform to ASTM C591, galvanized- bonderized, of following minimum thickness: �,..._. 2.2.1 Pilasters (overhead Braced); 20 gauge 2.2.2 Panels: 20 gauge 2.2.3 Doors: 22 gauge 2.2.4 Concealed Reinforcement for Anchorages: 12 gauge 2.2.5 Concealed Reinforcement for Tapping: 14 gauge 2.3 Core material shall be manufacturer's standard sound - deadening, double -faced honeycomb, impregnated kraft paper core. 2.4 Pilaster shoes shall conform to AISI Type 302/304, 20 ga. stainless steel, 3" high, finish to match hardware. Furnish shoes at each pilaster. _ . 10180 -1 2.5 Stirrup brackets shall be manufacturer's standard, non - ferrous alloy with satin chrome finish. 2.6 Hardware and accessories shall be manufacturer's standard, heavy duty operating hardware and accessories, non - ferrous cast alloy with satin chrome finish. 2.7 Anchorages and fasteners shall be manufacturer's standard theft -proof exposed fasteners, finished to match hardware. 3.0 Fabrication 3.1 Pressure laminate face sheets to core, edges sealed with continuous locking strip or lapping and formed edges. Miter and weld corners with welds ground smooth or cap with stainless steel fittings. 3.2 3.3 3.4 3.5 Provide concealed reinforcement for installation of hardware, fittings, brackets, and required accessories. Reinforce partition panels for attachment of grab bars, where shown. Indicate locations on the shop drawings. Doors and panels shall not be less than 1" thick units, sizes as shown. Overhead - braced pilasters shall be 1/4" thick, with galvanized steel floor supports and leveling bolts. Overhead brace shall be continuous extruded aluminum tube, anti -grip design with clear anodized finish. Set and secure brace into top of each pilaster. 3.6 Floor- supported screens shall be 1" thick units, size as indicated, of same construction and finish as toilet compartment panels. Provide brackets, base anchorages and shoes to match compartment units. 3.7 Provide hardware and accessories for each door, as follows: 3.7.1 Hinges shall be either surface- mounted or cutout insert type, adjustable to hold door open at any angle up to 900, and they shall be set to hold the doors at the openings designated below. 3.7.2 Latch and keeper shall be recessed latch unit, with combination rubber -faced door strike and keeper. 3.7.3 Coat hook and bumper shall be manufacturer's standard unit, rubber- tipped. Provide one coat hook for each stall door, and three additional hooks outside stalls on blank wall (typical all Toilet Rooms). 10180 -2 3.7.4 4.0 4.1 4.2 4.2.1. 4.2.2 4.3 Door pulls shall be manufacturer's standard. Installation Install partitions rigid, straight, plumb and level in accordance with manufacturer's printed instructions. Set units with not more than 1/2" between pilasters and panels, and not more than 1" clearance between panels and walls. Adjust and lubricate hardware for proper operation after installation, as follows: Set hinges on in -swing doors to hold doors open approximately 300 from the closed position when unlatched. Set hinges on out -swing doors to return to the fully closed position. Perform final adjustments to leveling devices, door hardware, and other, operating parts. Clean exposed surfaces and touch up minor finish imperfections using materials and methods recommended by partition manufacturer, as acceptable to Owner. 4.4 Contractor shall deliver to the Owner, at the job site at the conclusion of the work, one unopened container of touch -up paint for each color used. END :OF SECTION 1.0 General SECTION.10270 - ACCESS FLOORING 1.1.: Install Owner furnished access flooring as indicated on the drawings and as .specified herein. 1.2 Access flooring will be shipped, freight prepaid, to a destination to be named by the Contractor. The Contractor shall be responsible for transportation, loading, unloading and related costs incurred in moving the goods from their original destination to the job site in the event of an off -site storage location. 1.3 All excess usable parts remaining after the installation shall be turned over to the Owner. 2.0 Materials 2.1 Access flooring shall be from one of the following manufacturers: Liskey.Aluminum, Inc., Glen Burnie, Maryland Tate Architectural Products, Inc., Jessup, Maryland C -Tech, Inc., Grand Rapids, Michigan Donn Corp., Westlake, Ohio 2.2 Access flooring shall be 2' x 2' panels surfaced with plastic laminate, supported by pedestals. 2.3 Flooring provided by Owner shall be complete with all necessary pedestals, trim, steps, bracing, handrails and hardware. Contractor shall verify quantities upon receipt and inform Owner promptly of damage or shortage. 3.0 Installation 3.1 Examine surrounding construction for defects which would adversely affect execution of the work. Do not proceed with installation until conditions are satisfactory. Commencing installation implies acceptance of substrates and job conditions. 3.1.1 Before beginning installation of access flooring, clean concrete floor under access floor and verify that sealer has been applied as specified in Section 03300. 3.2 Consult manufacturer's literature (supplied by Owner) for installation details. Access flooring shall be installed as per manufacturer's recommendations at a finished height of 3.2.1. 3.3 3.4 3.5 7" Pedestals shall be adhered to floor with adhesive supplied by Owner. Install manufacturer's standard cross bracing (furnished by Owner) at all perimeter walls. Install manufacturer's standard step and handrail (furnished by the Owner). Panels will be provided by Owner in full 2' x 2' sections. Some cutting will be required for installation as shown on the drawings at 2 walls, only. 3.6 The finished installation of access floor shall be level within +/- 1/16" in ten feet, and free of vibration, rocking, rattles, squeaks, and other noises or defects. 3.7 Carefully protect installed work against damage by mechanical abuse or contact with harmful materials. Wherever exposure to damage is critical, install protective . covers or barriers. 3.8 Vacuum clean thoroughly all areas under access floor. 3.9 Thoroughly clean all panels of all soil and dirt according to manufacturer's recommendations. END OF SECTION 10270 -2 (Page 2 of 16 pages. Additional shts are diagrams SECTION E. INSTALLATION OF FIELD AREA In the installation ot'an access floor, there are certain criteria that should be followed. These are listed in the general order of sequence. . . STEP 1. Check the room dimensions and configura- tion against approved drawings. Using a builder's transit or laser, shoot in the areas to receive access floor to determine how much variation there is in the level of the subftoor within the room and at the termination points, such.as.elevator -and door sills and concrete ledges. If the floor cannot be installed per your drawings, notify the,general consracior superintendent for agreement on corrective action. The FFH may have to be changed. STEP 2. Find the starting point In tho room as shown on the drawings. Seek approval to change the starting point if cut panels at the perimeter will be too small to allow proper support. Recommended minimum size of the cut panels for proper support is 6 inches wide. Having established the proper starting point, lay out two chalk'tiries at right angles to make sure the room is square. See figure 1 for exact procedure. Chalk lines must be used as control lines for installing the access floor. The reason for laying chalk lines rather than just measuring from the walls is that the walls are not always square. The chalk line system gives a square refer- ence point. Be careful to keep the access floor square at all times during installation. NOTE: When starting the installation in the corner of a room, stretch a dry line for • line "8" before laying down chalk, Check the distance from "8" line and the "A"' chalk line to the walls. If the distance to the walls is over 24 inches at any point, move the entire line closer to the wall so that the greatest distance is 24 inches or less (See figure 1.) STEP 3. TsDimension ole Feet► A 3 6 9 16 le e 4 8 12 20 24 5� 10 15 25 30 Staving point ''.'. /,.. 24' of less at any point 1 1w --24• or less at any point Figure • 10270 STEP 4. Chalk the two control lines and spread • pedestal assemblies in an area approxim- ately 46 feet X 24 feet making sure to start at the approved starting point. (See figure 2.) . 48'•0 0 0 O 0 0 Staving point (see figure 1). O O 0 t7 O O O O O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 o 0 o 0 O 0 0 0 0 0 O o 0 ta u' u O 0L 00 tmgg bar O .0 .0 0 0 0 0 o O O 0 O ❑ O 0 0 0 a 0 .0 0 O 0 0 u u u •u O 0 o O 0 0 0 O 0 0 a O O o a a 0 ❑ 0 0 O u 0 OShows pedestals set at proper height using transit. 0 Shows selling 01 spread pedestal assemblies. Note: Level tour rows, as shown, Then Ievel•other ahrecuun Figure 2 STEP 5. Using a laser or transit, shoot in a pedestal assembly to the proper FFH every 8 or • 10 feet in both directions (depending on Inc length of your leveling bar.) By spanning two pedestals at proper FFH with the leveling bar. adjust all the pedestals in between to the bottom surface of the bar. As you adjust each pedestal assembly, center it on the ' two -foot marks permanently marked on the bar. • • STEP 6. Glue each pedestal base in the spread area to the subfloor. Use a spatula type device, tilt up base plate without changing its location and apply adhesive to bottom of base plate. NOTE: When rising fasteners to anchor pedestal Wipe, each base should•be glued and Si-ringers Installed (11 part of system) before installing anchors. The type of fasteners used may also require that, panels be installed tor later removal and Installation of fasteners. Thivensures pedestal •locaflon and, plumbness when anchored. Caution should be taken to insure . that an adequate amount of adhesive Is used, especially If project specifications require specific overturn movements on bass plate. STEP 7. If stringers are a part of the system, attach them to the pedestal heads beginning at the starting point. ' • ' .(Continued on next page) STEP 8. Beginning again at the stan point, lay tour rows of panels along the longest wall. Check to see that you are staying on control lines. and that panels do not rock. (See figure 3.) Panels IMINIMUOMAMMUMBINS /•/ ■/111111/ •11111■ •11 / ■ ■/■ 1/// ■U/■ ■•11■ URN 11111•11 MUM ■■■■ ■ate■ MINN MUM ELL sec ion. 1 1 1 1 1 1 1 1 1 1 1 1 1 .- 114411- •- •_.- •- • -• -• -• -4444. 4-4.4-1.4.4-1.1.4.1.4.4-4 1 1 1 1....1 . 1.. 1.... ... .. . 1, 1, 4 1 1 • Pedestals 10270. STEP-9.. 11 a panel rocks diagonally when placed in the system, turn it one quarter (90 °) turn and check it again. 11 the panel continues to rockwhen rotated, some debris may between the panel bottom and the pedestal head or stringer. Also check to make sure pedestal is not titled, stringers are properly, seated and that panel edges are flush. (See figurb "4.) It the panel still rocks, the under- neath corner opposite to the rock can be bumped on a hard surface until the rock is gone. If the•panel still rocks; set it aside to be used as a perimeter cut panel. The , pedestals should not be adjusted unless three or lour panels supported on it are rocking. At this point, make a minor elevation adjustment to the pedestal. When installing carpeted panels, the . carpet grain.direction must be controlled. Each panel has an amour on the bottom • Indicating proper carpet grain. Alt panels must be installed with the grain in the same direction. Therefore; they cannot be turned to adjust for rockers. The panel can be bumpedor the pedestal assemblies adjusted. It may require two or three pedestals in a row to be adjusted. STEP 10. Alter laying the first four rows of panels along the long wall, begin again at the `starting point and lay four rows of panels perpendic- ular to the first rows. (See figure 3.) Follow the same previous steps (8 through 9) for laying panels and be sure to follow the . control lines. 11 you do not stay on the control lines, the floor will not be square ana your gridlines will not be straight. After laying in the ELL section, check and recheck to be sure it is square: When you am cort:tin the ELL is square, continue to inbuilt rows until the ELL becomes a rectangle or square. While you are laying panels In this area, you should have someone spreading, . shooting, leveling and preparing the next adjacent area for panels. .STEP 11. After the first section of floor is installed, check to see that all the grid lines are straight:'tf the grid is not square, you can make them square by bumping the rows of —installed panel with your loot. II this tails, take up every third or fourth row of panels and tap the bases in the direction of•the panels that have to be moved. All grid lines should be straight before cutting in the perimeter panels. 'Caution: Be sure not to create a tightness problem;that will resultin difficult removal and reinstallation of panels. (Continued op; net page) • • STEP 12. Alter installing the first section of A/F, only, one chalked control line'along the long wall needs to be used,for the remainder of the " floor. The initial section of floor normally dictates t'he squareness and location of ;Rhe. rest of the Ilooi. However, it is possible in a long room to allow a curve to develop in small increments in the grid. Therefore, a dry line should be kept•stretched along the,: short wall until at least a four7panel•wide . sectional floor is installed the entire length ` Of the room. In setting this dry'line; secure one end at the starting point on the grid line between the first two panels. Raise the line about one inch oft the panel, then stretch.the line to the other end ofthe poor and do the same, 'there. The line should not override the - panel edges. NOTE: If rolling materials, equipment or gang boxes across installed AIF, then 14-inch tempered masonite or 1/2-inch plywood should be used as pathways to avoid any damage to top surface of the A/F panels. • 10270.: • • SECTION F. CUTTING IN Cut in the access floor to perimeter wall, curbs and around columns after the main field areas are installed. It may be necessary at times to install some cut panels in order to hold the floor tight and align. lhe•grid, gr to. laterally stabilize the system. All cut panels are measured and precisely cut to fit in their own place, and are usually not interchangeable with other cut panels: Ciit"paneis should fit snug. Make sure the perimeter pedestals are close to the wall, plumb, and at correct height. Make sure the perimeter walls are stable. 11 they are not, diagonal bracing may have to be used to stabilize tna floor against lateral loads. To give an attractive appearance to the edge between the cut panels and the walls, cove base material is recommended. If you are not furnishing Wall base material, check with • general contractor to see what type is specified. Straight base (as opposed 10 cove base).requires.a better quality perimeter cut to avoid unsightly gaps at irregular walls. 10270;• NOTE:: Throughout installation, always set aside panels not suitable for main field use, to use for perimeter curs. NOTE: When installing carpeted flooring, be sure to ..fottow.grain directions on the perimeter cut panels. NOTE: The most efficient equipment for cutting perimeter panels is a portable bandsaw with bimetal, 14-tooth, 1/2•inchwide x .034 -inch thick blades. NOTE: Consider the use of protective personal equip - ment normally recommended In machine shop practice: a. Safety glasses - b. Comfortable leather or cotton-face gloves. CAUTION: Adequately protect the finished access floor from debris in'the area of your bandsaw. At the end of the day, remove all "debris around the cutting area • • [ SECTION G. Installation of Accesspries Ramps STEP 1. Locate the ramp shoe where it belongs. Drill and countersink two 1/4-inch diameter holes every 24 inches equally spaced starting 6 inches from the end of the ramp shoe. A twapiece shoe is to be riveted together as shown in section A -A ligure 6. Installing around large obstructions and columns 1. Place lull panels up to the obstruction until no more lull 4. Position a double row o) pedestals and place paresis on panels can be laid. them. 2. Place lull panels along adjacent side as close as IuU panels can be laid. y,..f •v, �. . ::. ax..• s .,�� •t!£'it. 4Q�A fe 3� s�i SPA ; .. ran 2. Place lull panels along adjacent side as close as IuU panels can be laid. 3. Measure to the grid line which just clears the obsuuation on the lar side. Accurately set this distance Tram the panels lust installed. Using a chalk line snap a tine on the sub loon, - • nerorrao X Chalk line I • x..__ i . .. • Figure $ , , Ed!nt so i .... de It fa Art 3. Measure to the grid line which just clears the obsuuation on the lar side. Accurately set this distance Tram the panels lust installed. Using a chalk line snap a tine on the sub loon, - • nerorrao X Chalk line I • x..__ i . .. • Figure $ 5. Place pedestals and panels in between Inc two Iloor areas. When all grid lines have been cnecked. continuo with the remainder of the installation. 1.11.1 1 1 11) . I I tf P.r ■' • 6. Having installed a reasonable amount 01 Iloor systatn . awayIrom the obsuuction to gain stability. accurately measure, cut and install panels against the oosuucuun. 10270' 7 , , Ed!nt so i .... 5. Place pedestals and panels in between Inc two Iloor areas. When all grid lines have been cnecked. continuo with the remainder of the installation. 1.11.1 1 1 11) . I I tf P.r ■' • 6. Having installed a reasonable amount 01 Iloor systatn . awayIrom the obsuuction to gain stability. accurately measure, cut and install panels against the oosuucuun. 10270' 7 . Z4' 5QU1b%RE' AO ME5IVE CiALV. 5TE cd. T OF 5t10ET C/IP.Tu R E D TRIM EDccC POLYVIUYL EXTRV51O1J IqH DE.1451T`( PARTICLE. C %LV. STEEL DOARD • CORE bOTTOM SKEET 5' E-61.1014 .1A DATE: DRAWN:. l� ' CHECKED: EXAMINED: APPROVED:. TATE ARCHITECTURAL. PRODUCTS, INC. JESSUP. MARYLAND, . .. hop 20 PLYMETAI. PANEL WITH tt ?.L t TRIM SIZ A DRAWING NO: A- SCALE: ••••••" 10270 - S • SHEET: OF REV. • REVISIONS- F,CC I�¢ 0 DESCRIPTION e '9 1 ✓ 2 V 4 'J •4 t■ "bj 0 tJ cc) . cj ig '\ ":„. • Qf a 1&, .‘k,. A .0 -‘,1. h W j • V ti trik v ti A te to �t 1, 0 cc o z U) 0 z 3 x w .. Z W 5a 5 Z O Va a I' i Kress Fc+s ZONE LTR1 FooR /°avEC,' i�E.rriaE7E.4 PE. esrcu STE.a, .. DESCRIPTION ' FSCia ai 2. r Lur6O ALu ta. RMISED L�.'TR//DE4 .0.&4I/4/1/41 044v.6LE ...STEEL NOT Raged • &',c r h'6SR ". . Ftciae 7 242124C' gi& STEEL /39,57,244:45 , ......... 19, 4`N STEEL, 12 A'rikas SE2- Tc.eivc SeREw OR Pao -.43v4 T$ PEcCS - •"rdrlYE- DATE: J -/G -78 DRAWN: �QCSZE`t/Siet CHECKED:. 1.4ole'•-70. EXAMINED: ,ddd- APPROVED: TATE• ARCHITECTURAL ,PRODUCTS, INC. JESSUP. MARYLAND 55' TE.o' L�tT.wc 512E A, DRAWING NO: IA- SCALEt ' SHEET: OF 3,0270 - 10 .4 ZONE LTR KtviSIUIVS DESCRIPTION DATE APPROVF • g8o/1 .(2- AivO Co vc R / of FROM fla oCO R v. C. ..GRorlrl�T �av�-:f., C RO s5 Sgc rio.v 77/Ru T TE'$ .S TAXI DA RP CR0 DIET MGLOtO. Ogici ,j0gom 1i7 • •T 11.7 L -C1' OS's5ECr oev 'THRu PANEL: NOTE: ,'SEE "A` ebtb FLOOR. t.P.NOvr FOR LOCATIOW DATE: 7 -2 -7C DRAWN: A. i..SE'RKfiE /Mt R CHECKED: 41L EXAMINED :, APPROVED: TATE ARCHITECTURAL. PRODUCTS, INC. ... JESSUP. MARYLAND'" SIZE A _ DRAWING NO: REV. SCALE: ' ' 'SHEET: ' OF . 1,027Q.. r .11 ZONE LTR KtVISIUN,.,.... DESCRIPTION'. . 17 DATE 1 APPROVED • DATE.JLL.Y to t979 CHECKED: Z(!4:7e EXAMINED: APPROVED: :._ TATE ARCHITECTURAL PRODUCTS, INC. JESSUP. MARYLAND MOD 809 SYSTEM )\SS'Y Fo R TRIM EDGE PANELS SIZE ' DRAWING NO: 1 RE, A SCALE: , - .. .... ... SHEET: OF •10270 - 12 O a a DESCRIPTION n n 0 c0 " 1'.)]N a001U 'AMU 10270. - 13 • r ..• ti • ".1 S' 1 me •• - • CC W • L W W J N at REVISIONS DESCRIPTION • • // / /Pe. 2 2 •O 0 0 P- O •1� 1• J _ 1+. • 2 4. .J 2 W J -t <. J 2 a. J W i n. N' I 1M Mit100141161S11J� O.. • O. %' IIIUIIIIIIIdt Zoom „ . 10270 -14. • L7 .:t . at O W W Z W Z > W a O O V Q W Q N u c u L i REVISIONS 0 CC UJ DESCRIPTION cc a a a °0 W • 2 n G • 4. •••• 2 O co O d } 2 10270 -15 • • • 0 W to 0 c0 0 W W Z CC a • W co • ZONE'LTR1 . DESCRIPTION }'DATE 1 APPROVED �•cho 14,_,// , M,, %/DE 2" 4✓/. #rezez fP vE,er • 2 '�" •� ▪ - - - -- :(.ice- • 1 1 1. 1. �J EGT ION A -A. DATE: 4//92 DRAWN: 1 ./e'.v'F 'CHECKED: EXAMINED: APPROVED: TATE ARCHITECTURAL PRODUCTS, INC. JESSUP. MARYLAND /'7"•.71 '.�.ek C"ye', - V SIZE A SCALE: 10270 - 16 DRAWING NO: A- SHEET: OF REV. SECTION 10440 - SPECIALTY SIGNS 1.0 General 1.1 Furnish and install all exterior signs as indicated on the drawings and as specified herein. 1.2 Submit shop drawings for fabrication and erection of cast metal letters. Include elevations and large scale details of lettering layout. Show anchorages and accessory items. Provide location template drawings for items supported or anchored to permanent construction. 2.0 Materials 2.1 Provide cast aluminum letters of the size, style and identification shown on the drawings. Minimum depth for each size shall be: 1 -1/2" for 10" high, 1 -1/4" for 8" high, and 1" for 6" high letters. Letters shall have smooth, flat faces, sharp corners, true lines and accurate profiles. Provide units free of pits, scale, and holes or other defects. 2.1.1 Use aluminum alloy recommended by aluminum producer to suit casting and finishing requirements. Provide high grade exterior color anodized finish in color selected by the Owner. Provide actual color chips for Owner's selection. 2.1.2 Manufacturers offering products to comply with the requirements for cast letters include the following: Nelson Harkins Industries, Futura Style Mills Manufacturing Company, Futura Style Andco Industries Corp., Futura A.R.K. Ramos, Futura Metallic Arts, Futura 2.2 Illuminated signs will be furnished by the Owner and installed by the Contractor. Electrical connections will be by the Electrical Contractor. 2.3 Handicap parking signs shall be constructed and installed as shown, detailed or required by the Washington State Barrier Free Regulations. Handicap symbol and lettering shall be silk screened on 1/8" Aluminum blank, style and size as required by local authority. Concrete base shall be formed, placed and installed as shown and specified. 10440 - 1 3.0 Installation 3.1 Install sign units and components at the locations shown on the. plans securely mounted with concealed fasteners. Attach signs to wall surface in accordance with manufacturer's instructions. 3.2 Cast aluminum letters shall be designed for flush mounting.,. 3.3., Install all sign units level, plumb and true to line, at the proper height and in accordance with approved layouts and codes.: Cooperate with other trades. Repair or replace damaged units as directed by the Owner. SECTION 10800 - TOILET ACCESSORIES General Furnish and install all toilet accessories indicated on the drawings and as specified herein. 1.2 Submit shop drawings consisting of manufacturer's illustrated specifications and installation instructions for each toilet accessory. 2.0 Materials 2.1 Provide toilet accessories as manufactured by one of the firms listed herein. 2.2 Provide units fabricated of materials and finishes as follows: 2.2.1 Stainless steel shall conform to AISI Type 302/304 with No. 4 polished finish, unless otherwise indicated. 2.2.2 Sheet steel shall be cold rolled, commercial quality, ASTM A 366. Surface preparation and pretreatment as required for applied finish. 2.2.3 Steel mounting devices shall be hot -dip galvanized after fabrication, ASTM A 386. 3.0 Toilet Accessory Units 3.1 Surface - mounted toilet tissue dispensers shall be 2 -roll toilet tissue dispenser, accommodating core tissue rolls up to 5" diameter; satin finish; with molded plastic spindles. Provide one at each water closet: 3.1.1 Bobrick Model B -6867 3.1.2 Bradley Model 5234 3.1.3 American Specialties Model No. S7305 -2 3.2 Stainless Steel Grab Bars shall be 1 -1/2" o.d. size, wall thickness .049 ", exposed mounting, with manufacturer's standard flanges and anchorages for type of installation. Provide one set in each handicapped toilet stall, lengths as required by codes: 3.2.1 Bobrick Model B -6206 - .99 x 48" 3.2.2 Bradley Model 817 -001 x 36" 10800 -1 3.2.3 American Specialties Model No. 3201 -P 3.3 Soap Dispensers shall be heavy gauge Type 304 stainless steel with satin finish, with stainless steel or chrome plated brass all purpose valve(s). Provide where and of capacity called for on the drawings. 3.3.1 Bobrick Model B -2024 3.3.2 Bradley Models 661 and 662 3.3.3 American Specialties Models No. 0315 and 0315A with all purpose valve. 3.4 Wall mirrors shall be 1/4" thick mirror glazing quality polished plate glass with protective copper backing over silver coating and non - metallic paint frame, 20 -gauge stainless steel angle with satin finish. Provide integral 18 -gauge stainless shelf where called for, approximately 5" deep by width of mirror, finish to match frame. Provide . where and of sizes called for on the drawings. 3.4.1 3.4.2 3.5 Bobrick Model B -290 Bradley Models 700 and 705. Feminine napkin dispensers shall be . recessed type (4 "), furnished and installed by the Contractor in locations as indicated on the drawings with appropriate trim ring, and shall be: 3.5.1 Bobrick Model B282 -10 3.5.2, .Bradley Model 401 -10 3.5.3 American Specialties Model No. 64684 -10 3.6 Feminine napkin disposal unit shall be fabricated from not less that 22 -gauge stainless steel, surface mounted type. Fabricate units so exposed walls of the container are of . seamless construction, with a sloping top cover with full - length stainless steel piano hinge. Provide one at each water closet in Women's Restrooms: 3.6.1 Bobrick Model B -270 3.6.2 Bradley Model 4781 3.6.3 American Specialties No. 0852 3.7 Recessed paper towel dispenser and disposal unit shall be fabricated from not less than 22 gauge Type 304 stainless steel with satin finish. Cabinets shall be welded construction; flanges shall be drawn one -piece seamless without mitered corners; doors shall be double pan construction with full length stainless steel piano hinges; paper towel dispensers shall dispense 600 C -fold or 800 multi -fold paper towels; stainless steel waste container shall be removable with 18 gallon capacity; provide tumbler locks on cabinet doors and waste containers. 3.7.1 Bobrick Model B -3947 3.7.2 Bradley Model 237 3.7.3 American Specialties Model No. 0469 -BL 3.8 Surface mounted wall ash urns shall be 18 -gauge stainless steel surface mounted small wall urn, with flip -top ash tray and removable aluminum ash receptacle. Provide one in each Toilet Room: 3.8.1 Bobrick Model B -278 3.8.2 Bradley Model 9724 3.8.3 American Specialties No. 0044A 3.9 Surface mounted paper cup dispenser shall be stainless steel, satin finish, welded construction, equipped with tumbler lock on top and stainless steel piano hinge on bottom so cabinet swings down for easy filling. Unit shall dispense 150 3 -oz. flat bottom paper cups. Include slot on front to indicate refill time. Install adjacent to all water coolers or fountains and where shown on the drawings. 3.9.1 Bobrick Model B -235 3.9.2 Bradley Model 9495 3.9.3 American Specialties Model 0002LS5 4.0 Installation 4.1 Install toilet accessory units in accordance with manufacturer's instructions, using fasteners appropriate to substrates as recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations to solid backing previously installed. 4.2 Mounting heights for toilet accessories shall conform to handicapped accessibility standards for units mandated by Washington State Barrier Free Regulations to be accessible to the handicapped. 10800 -3 4.3 Before installation, ascertain that adequate:: blocking has been provided for proper and secure anchorage of all toilet accessory units. 4.4 Adjust dust toilet accessories for proper operation, and verify that mechanisms function smoothly. 4.5 Clean and polish all exposed ain surfaces rotective£coatingsvuntil protective coatings. Retain P latest possible time, prior to final acceptance. END OF SECTION 1.0 SECTION 10900 - ATTIC VENTILATION LOUVERS General 1.1 Provide and install attic ventilation louvers as indicted on the drawings where required by code, in proper sequence to prevent delays in the work. 2.0 Material 2.1 Louvers shall be aluminum with attached frame in minimum of 8' lengths. 2.2 Color to be selected by the Owner from manufacturer's full range of colors. PPG Duracron factory applied finish. 2.3 Provide frame to suit condition of installation and 2.4 2.5 surrounding material. Provide insect screens. Reliable AEL 420 (213) 564 -5801. available from Architectural Sales, Inc., 2.6 Submittals: 2' section of grille and frame. Manufacturers complete literature. 3.0 Installation 3.1 Install as indicated on drawings, tight to the construction with appropriate flashings or counter flashings and sealed with one part urethane sealant specified in Section 07900. 3.2 Butt join with solid joints where installation lengths exceed longest manufactured lengths. 3.3 Where installation condition requires partial lengths, divide the short lengths between two end locations for a symmetrical installation. 3.4 Provide one quart of touch -up paint in color used in manufacture. 3.5 Provide minimum of two (2) 8' lengths of material for replacement. END OF SECTION. 10900 -1 SECTION 11950 - UNIT KITCHEN CABINETS 1.0 General 1.1 Provide kitchen cabinet units complete with all required components, services and accessories. Roughing -in and connections for utility services will be provided by the respective Contractors for those portions of the work. 2.0 Material 2.1 Cabinets shall be as manufactured by the following, in the styles listed: 2.1.1 Artist 0 Kraft by United Cabinet Corp., Jasper, Indiana 47546. Style: Keystone Oak. 2.1.2 Hager Manufacturing Co., P.O. Box 1117, Mankato, Minnesota 56001. Style: Continental -Oak, Finish - Fruitwood. 2.1.3 Imperial Cabinet Co. Inc., P.O. Box 427, Gaston, Indiana 47342. Style: Newport -Oak, Finish - Harvest Oak. 2.1.4 Merillat Industries, Inc., 2075 W. Beecher Road, Adrian, Michigan 49221. Style: Homestead Oak. 2.2 Submit manufacturer's product literature showing styles and finishes of the cabinets to be used of those specified in 2.1 or submit manufacturer's product literature for which approval and selection of style and finish are desired. 2.3 Submit a complete set of plastic laminate samples for selection of plastic laminate countertop color and texture. 2.4 Kitchen units shall consist of a combination of pre- fabricated wood base and wall cabinets of the sizes and types shown on the plans, with microwave shelves, etc., indicated. 2.5 Counter tops shall be post formed plastic laminate. Furnish tops without any joints. All exposed edges shall be covered with plastic laminate. Color and texture shall be as selected by the Owner. 2.6 Provide for the installation of a single basin sink in the kitchen unit. Sink shall be furnished by the Plumbing Contractor per Section 15300. Locate and size counter top opening for the sink to be used. 11950 -1 3.0 Installation 3.1 Install all base and wall cabinets according to manufacturer's instructions. Set units level and plumb. Securely anchor units to wood blocking in adjacent walls with concealed fasteners. 3.2 Insure that operating parts work freely and fit neatly. Adjust hardware and catches as required for free operation and level, true and plumb hanging doors, etc. 3.3 Repair or replace all damaged parts, dents, abrasions or other damage affecting appearance or serviceability. Repairs and condition of units must be acceptable to the Owner. 3.4. Coordinate and cooperate with other trades for proper location of roughing -in services and service connections. SECTION 14225 - HYDRAULIC ELEVATOR 1.0 General 1.1 Provide standard premanufactured holeless oil hydraulic elevator of size and characteristics shown on the drawings and specified herein. Installation shall be complete under this section except for incidental construction covered by other Sections such as electrical service with fused disconnect switch and construction of hoistway, pit and machinery room with access, lighting, pressurization if required, ventilation and services shown or required by applicable codes or the contract documents. 1.2 Comply with applicable requirements of all regulatory or governmental agencies having jurisdiction over this installation, including the following: 1.2.1 "American Standard Safety Code for Elevators, Dumbwaiters, Escalators and Moving Walks" (ANSI A17.1) published by ASME, hereinafter referred to as the "code ". 1.2.2 Comply with applicable NFPA codes, specifically with sections relating to electrical work and elevators. 1.2.3 Comply with OSHA, WISHA and applicable portions of UBC 1.2.4 Fire Resistance of entrances to comply with UFC and NFPA No. 80 and provide units bearing UL labels as required by codes. 1.2.5 Comply with Recommended Minimum Passenger Elevator Requirements for the Handicapped published by NEII, Washington State Barrier Free Regulations, and ANSI. 1.3 Submittals shall include the following: 1.3.1 Submit manufacturer's detailed technical product data and installation instructions, including certified test reports on required testing. List and describe features of control system, performance and operating characteristics. 1.3.2 Submit shop drawings including plans, elevations, and details of car enclosure and hoistway entrances. 1.3.3 Submit samples of full range of finishes of car enclosure, hoistway entrances and signal equipment for owner's selection or approval. 1.3.4 ' Submit two bound Maintenance Manuals including operating and maintenance instructions, Parts listing, recommended parts inventory listing, purchase source listing for major and critical components, emergency instructions and similar information. 14225 -1 1.3.5 Provide Owner with copies of all inspection, acceptance certificates and operating permits as required by governing authorities to allow normal, unrestricted use of elevator. 1.3.6 Submit 2 copies of a one year written warranty, signed by the elevator subcontractor and the elevator manufacturer (if these are more than one firm), agreeing to repair or replace defective materials and workmanship during the warranty period which starts on the date of acceptance of the elevator equipment by the Owner. "Defective" is hereby defined to include, but not by way of limitation, operation or control system failures, performance below required or published minimums, excessive wear, unusual deterioration or aging of materials or finishes, unsafe conditions, the need for excessive maintenance, abnormal noise or vibration, and similar unusual, unexpected and unsatisfactory conditions. 1.4 Elevator equipment shown and specified is based on the standards of one manufacturer, as indicated below. Other standard equipment of similar nature of a manufacturer approved by the Owner, will be acceptable when the equipment substantially conforms to the specified operational, performance and appearance requirements, as judged solely by the Owner. Pre -bid approval required. 1.4.1 Montgomery Elevator Co.: Standard premanufactured holeless Oil - Hydraulic SPM HH2500, Triad with design M -500 car enclosure, and single slide door. 2.0 Operation and Control 2.1 Hydraulic power unit shall be manufacturer's standard belt drive, non - pulsating, constant displacement unit with single speed motor, muffler and solenoid operated valves. 2.2 Provide manufacturer's standard beside the car non well hole type direct lift hydraulic plunger unit, telescoping if required by space limitations. 2.3 Power supply: 208 volt A.C., 3- phase, 60h Division 16 and the electrical drawings. z. Refer to 2.4 Capacity and speed: 2,500 lbs, at 125 ft. per min. 2.5 Landings and travel: Floors 1 and 2, 14' -8" travel adjusted in the field for exact stops. 2.6 Provide solid state electronic microprocessor elevator logic control system with single automatic operation, which responds to momentary pressing of signals and devices. 14225 -2 2.7 Provide auxiliary operations including car inspection, emergency power, independent operation (by key) and automatic 2 way leveling. 3.0 Devices and Equipment 3.1 Provide automatic two way leveling device with leveling tolerance of 1/4 ", for travel either direction. 3.2 Provide car door operator with interconnection to hoistway doors, checking action and hand operation of car door in power failure. 3.3 Provide leading edge protection device to reopen doors upon detection of obstruction, by either 2 level light ray device, or narrow zone of radio waves, with anti delay feature for slow closing and loud buzzer after 15 second delay. 3.4 Provide manual emergency valve for safe lowering of car to lowest level in case of power unit failure. 3.5 Provide manufacturer's standard signal equipment and graphics system for the required control and operation of the elevator. Provide stainless steel exposed metal surfaces, with translucent illuminated signals and Braille labels for operating controls. Included are the following: One car control station in car, hall bell and lantern for each entrance, digital read out electronic position indicator in car, with similar digital readout electronic hall position indicator on first floor, and flush mounted telephone box with printed instructions on door with rough -in wiring for telephone handset. Include key operated light switch in this cabinet. Provide emergency alarm bell located as directed within the building with button in car. 4.0 Car Enclosure 4.1 Provide manufacturer's standard car enclosure, or unit fabricated by firm specializing in elevator car enclosures, including walls, ceiling, lighting, ventilation, emergency access, hardware, accessories and finish on walls, ceilings and floor. Car to be prepared to receive signal equipment and elevator devices and equipment, provide finishes as follows: Walls Finish: Plastic laminate paneling, NEMA LD3, color and pattern as selected. Suspended Ceiling: White plastic egg -crate louvers supported in anodized aluminum frame. 14225 -3 Lighting: Fluorescent, above suspended ceiling. Entrance columns and transom: Stainless steel No. 4 finish. Doors shall be center opening 2 -leaf horizontal sliding type, 3' -6 x 7' -0" entrance size. Sill shall be extruded aluminum. Flush base shall be stainless steel, No. 4 finish. Provide stainless steel handrails with No. 4 finish on rear and side walls of car. Flooring shall be carpet, furnished by Owner and installed by Contractor. Provide case aluminum certificate frame, anodized to match stainless steel finish. Provide stainless steel flush- mounted telephone cabinet as previously specified. Provide heavy cotton duck padded and quilted removable protective blanket lining, with buttons. 5.0 Hoistway Entrances 5.1 Provide manufacturer's standard hoistway entrances, or units fabricated by firm specializing in elevator hoistway entrances; comply with NFPA Standard No. 80 and bearing UL "B" label as a "Fire Door "; prepared to receive signal equipment as indicated. 5.1.1 Frames shall be 14 gauge steel, mechanically joined. 5.1.2 Door panels shall be hollow metal reinforced and effectively sound deadened. Sheets on hoistway side shall be 14 gauge; sheets on landing side shall be 16 gauge. 5.1.3 5.1.4 Sills shall be extruded aluminum. Style- function shall be center.opening, 2- leaf, horizontal sliding. 5.1.5 Colors of hoistway entrance frames and door panels shall be as selected by the Owner. 6.0 Installation 14225 -4 6.1 Comply with Code, approved shop drawings and with manufacturer's instructions and recommendations. Comply with National Electric Code (NEC) for electrical work and NFPA. 6.2 Coordinate elevator work with work of other trades for proper timing and sequence to avoid construction delays. Use benchmarks, lines and levels designated by Contractor to ensure dimensional coordination of the work. 6.3 Coordinate installation of hoistway entrances for accurate alignment of entrances with cars. Reduce clearances to minimum safe workable dimension at each landing. Delay final adjustment of sills and door units until car is operable in hoistway. 6.4 Leveling tolerance shall be 1/2" up or down, regardless of load and direction of travel. 6.5 Grout sills with non - shrink grout. Set units accurately aligned with and slightly above finished floor at landings to accommodate floor finish material. Verify that dimension, before setting. 6.6 Before elevator is placed into use, perform acceptance tests as required and recommended by code and governing authorities, as necessary for normal, unrestricted use of the elevator. 6.7 Do not permit unauthorized access to and use of elevator prior to acceptance by the Owner under the construction contract, unless specifically authorized in writing by the Owner. 6.8 If temporary use is specifically authorized in writing from the Owner, protect exposed finishes by covering with a suitable covering recommended by the elevator manufacturer. Protect machinery, equipment, devices and all operating parts from damage and deterioration. At completion of temporary use, restore all elevator work to original condition, free from all damage and marring. Replace items of limited life, or negotiate a settlement with the Owner for reimbursement of a proportionate part of the replacement cost, based on the degree of wear. Temporary use, if permitted will not affect the maintenance and warranty requirements specified, nor shall the warranty period be shortened due to such operation. .14225 -5 7.0 Instructions and Maintenance 7.1 Instruct the Owner's personnel in the proper use and daily maintenance of the elevator and equipment. Review emergency provisions, including emergency access and procedures to be followed at time of failure in operation and other building emergencies. Train Owner's personnel in the normal procedures to be followed in checking for the source of an operational failure or malfunction. Confer with the Owner on the requirements for the complete elevator maintenance program. 7:2; Make a final check of.the elevator operation at the time of substantial completion. Determine that all operating devices are functioning properly. 7.3 . Starting at the date of Substantial completion, provide complete systematic inspection and maintenance of the elevator for a period of 13 months. Furnish trained experts and proper equipment to check, adjust, lubricate, replace worn parts and otherwise maintain the elevator in proper operation without defects or deterioration. Replace or repair materials and parts which wear, become defective or "deteriorate for any reason except through abuse or misuse: Return to project within 18 hours of the time Owner reports defective operation, and proceed with' repair and maintenance work to restore operation promptly. 7.4 Comply with Section 01010 - 7.0. Should any bidder consider that any requirements of these Specifications and Drawings will make the effective operation of any portion or the whole installation impossible, he must embody in his proposal stipulation for, any change which he deems necessary. The failure: to do so shall be considered as an agreement on the part of the bidder to guarantee the effective operation of said installation. Unless explicitly stated to the contrary, each Contractor shall furnish and install each item of equipment or material hereinafter specified, complete with any and all necessary fittings, supports, trim, piping, insulation, etc., as . required for a complete and operating installation. 2.0 Quality Assurance 2.1 Installation shall be by qualified personnel thoroughly trained and experienced in the skills required and completely familiar with the manufacturer's current recommended methods of installation as well as the requirements of the work. 3.0 Space Preference 3.1 Carefully verify and coordinate the location and level of all lines. Run preliminary levels and verify with all other contractors to avoid conflicts in location. 3.2 If conflicts occur, the following preference schedule shall be followed: 3.2.1 3.2.2 3.2.3 3.2.4 3.2.5 3.3 Recessed electric fixtures Sanitary and storm drainage Low pressure ductwork Domestic water and vent lines Electric conduits No other work shall have preference over plumbing lines below fixtures. 3.4 No other work shall have preference over bus duct or conduit above or below electric switchgear and panels. 3.5 No piping conveying fluids shall be installed directly over electrical or elevator equipment. 4.0 Permits and Fees 4.1 Apply, obtain and pay for all permits, fees, deposits, etc., necessary for the installation of the work. 4.2 Where inspections of the work are required by State or local authorities, obtain certificates of inspection of the work by such authorities, and these certificates (in triplicate) shall be submitted to the Owner. 5.0 Job Conditions 5.1 Interruption of Services 5.1.1 Schedule work to reduce to the minimum the period of interruption or outages in the various services. 6.0 Reference to Standards 6.1 Furnish and install all materials and equipment under these contracts in accordance with the following applicable Technical Society, Organization or Body: 15050 -2 6.1.1 OSHA Occupational Safety & Health Act, Oct., 1972 6.1.2 AIA American Institute of Architects 6.1.3 ACI American Concrete Institute 6.1.4 ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers 6.1.5 ASME American Society of Mechanical Engineers 6.1.6 AGA American Gas Association, Inc. 6.1.7 AWWA American Water Works Association 6.1.8 NEC National Electrical Codes 1978 6.1.9 NFPA National Fire Protection Association 6.1.10 UL Underwriter's Laboratories, Inc. 6.1.11 MCA Mechanical Contractors Association 6.1.12 IBR Institute of Boiler and Radiators Manufacturers 6.1.13 AMCA Air Moving and Conditioning Association 6.1.14 SMACNA Sheet Metal and Air Conditioning Contractors National Association 6.1.15 NEMA National Electric Manufacturers Association 6.1.16 FM Factory Manual 6.1.17 ANSI American National Standards Institute, Inc. 6.1.18 EPA Environmental Protection Agency 6.1.19 UPC Uniform Plumbing Code 6.1.20 UBC Uniform Building Code 6.2 Reference to standards shall mean and intend the latest edition of such specification adopted and published at the time of invitation to submit proposals, or that which the governing body will use in checking plans and construction. 7.0 Submittals 7.1 See Division 1 for submittal requirements. 7.2 Project Data: 7.2.1 Manufacturer's standard schematic drawings: 7.2.1.1 Modify to delete information which is not applicable to this project. 7.2.2 7.2.2.1 7.2.2.2 7.2.2.3 7.2.2.4 Supplement standard information to provide additional information applicable to this project. Clearly mark each copy to identify pertinent materials, products or models. Show dimensions and clearances required. Show performance characteristics and capacities. Show wiring diagrams and controls. 7.3 Schedule of Submittals: SECTION. NO. ITEM REQ'D SUBMITTALS DWGS DATA SAMPLE 15050 Thermometers X Pipe hangars & Supports X Valves X 15250 Pipe Insulation X Duct Insulation X 15300 15400 Pipe and Fittings Valves Sprinkler Heads Alarm Switches Hydrants Calculated Systems Pipe & Fittings Cleanouts Sill Cocks Hose Bibb Manhole Frames & Covers Interceptors Shock Arrestor Water Heater Drains Plumbing Fixtures X' X X X 15650 Condensing Units X Refrigeration Piping X Refrigeration Accessories X 15750. DX Coils Unit Heaters 'Humidifiers 15850 Ventilation and Exhaust Fans Packaged Air Handling Units Vibration Isolation HangArs 15880 Grilles and Diffusers Roof -top Outlets Roof Curbs Fire Dampers Louvers Flexible Conduit Ductwork Filters Duct Lining Automatic Dampers 15050 -4 X 15950 Motor Control Wiring X Dampers & Damper Actuators X Controllers X Duct Sensing Elements X Thermostats X Control Systems Diagrams X X 7.4 All cuts for the above shall have rough -in dimensions, connection sizes and any special installation requirements. 8.0 Location of Equipment 8.1 The approximate location of all equipment and pipe is shown on the drawings. 8.2 Owner may change the location of any equipment or piping 5 feet in any direction without these changes being made the subject of any extra charge provided such changes are made before final installation. 9.0 Operation and Maintenance Instructions 9.1 Furnish to the Owner three copies of operating and maintenance manuals as prepared by the equipment manufacturers for all items of equipment and systems furnished under this contract. Conform to Section 01010 - 7.0. 9.2 The contractors shall provide specific instruction and training of the Owner's representative for their respective equipment and systems as follows and for a minimum of time as listed: HVAC System 1 day Assume one trip for each day of training. 9.3 Instructional period shall occur before the project is accepted. The equipment manufacturer's representative shall also visit the job and furnish such instruction as may be required. 9.4 The above does not relieve the contractors of their responsibility of making service calls due to any defects which may develop during the guarantee period. 10.0 Lines and Levels 10.1 Determine all grades, maintain necessary lines and levels throughout the progress of work, and assume full responsibility for their correctness. Where levels are indicated on the drawings, install work at those levels unless prior written approval to change is obtained from the Owner. 15050 -5 11.0 Piping Data 11.1 All pipe shall be full weight, free from flaws, and with good, clean -cut threads. 11.2 The plans show the proper size and approximate location of the several mains, branches and risers; but it may be necessary in some cases to make minor changes in the location of same in order to pass immovable obstructions, or coordinate with others' work. 11.3 Under no circumstances shall the indicated sizes of piping be changed without prior written approval of the Owner. 11.4 Reducers shall be used for all changes in pipe size. Bushings shall not be used unless otherwise specified. Reducers shall be eccentric type where required for proper drainage and /or venting. 11.5 "Weld -O- lets" or "Thread -O -lets" welding couplings may be used for branch take -offs in lieu of welded reducing tees, if branch piping in two sizes smaller than the main. NIPPLES WELDED DIRECTLY TO THE MAIN WILL NOT BE ACCEPTED. 11.6 Short radius welding elbows shall be used on welded piping systems 3" and smaller. 11.7 Long radius welding elbows shall be used on welded piping systems 4" and larger. 11.8 All welding fittings shall be of the same material and classification as the piping system. 11.9 Drain plugs and caps shall be brass. 11.10 Pipe and fittings for the required systems shall be as specified in the various sections of Division 15. 12.0 Unions and Flanges 12.1 Provide a union downstream of each screwed valve and at inlet and outlet of each piece of equipment. All unions 2" or smaller shall be malleable iron body with brass ground joint. Unions in galvanized piping shall be galvanized. Unions in copper piping shall be cast brass. Provide dielectric unions between all copper and steel or iron pipe. 12.2 Make all unions 2 -1/2" in size and larger and all connection to valves and flanged equipment with weld neck flanges. 12.3 Make all flanged connections with compressed ring or full face gaskets of material as required by service and U.S. Standard machine steel bolts with hexagonal heads and cold punched hexagonal nuts. 15050 -6 13.0 Wall and Floor Sleeves 13.1 Wherever piping passes through building construction, provide sleeves around piping. 13.2 Wherever pipes, which are exposed in finished areas, pass through floors and all poured concrete walls, use pipe sleeves of Schedule 40 galvanized steel. 13.3 In concealed and unfinished areas, fabricated galvanized sheet metal sleeves shall be 18 gauge in floors and 24 gauge in walls. 13.4 Protect all cold piping passing through construction the entire thickness of the construction with a metal sleeve of sufficient size to permit passage of insulation unbroken. 13.5 Caulk piping passing through below -grade walls watertight with lead and oakum. Pack piping passing through floors, smoke partitions and fire walls tight for full length or depth with loose mineral wool insulation and caulked. Fire rated expanding foam fill or multiple component, ceramic fiber filler, board and compound is also acceptable. 13.6 Where plastic piping is used and passes through a fire or smoke wall, enclose the pipe in a close- fitting metal sleeve. The metal sleeve shall be 18 gauge or heavier and shall terminate flush with each side of the wall. The space between the sleeve and wall opening shall be fire stopped with packing same as described above. 14.0 Pipe Hangars and Supports 14.1 All pipe hangars and hangar rods shall be as hereinafter specified. 14.1.1 Hangars for cold service piping and all piping 4" or larger shall be adjustable clevis type, sized to fit over outside of insulation. 14.1.2 Hangars for all other piping shall be split ring type, with insulation over the hanger. 14.1.3 Hangar rod sizes shall be according to the following schedule: SIZE OF PIPE ROD SIZE 3/4" to 2" pipe inclusive 2 -1/2" to 3 -1/2" pipe inclusive 4" to 5" pipe inclusive 6" to 8" pipe inclusive 3/8" 1/2" 5/8" 3/4" 14.2 Hang piping from the bottom flange of steel beams with beam clamps. Hang piping from the top flange of steel beams with top beam clamps. 15050 -7 14.3 Piping 1" and smaller may be hung from . the bottom chord of bar joists with C- clamps. 14.4 All piping 1 -1/4" and over hung from bar joists shall be hung from the top chord of the joists as follows: 14.4.1 Piping 1 -1/4" through 3" may be hung individually from the top chord of joists with Grinnell, Fee and Mason, Elcen or Bergen top beam clamps. 14.4.2 Piping 1 -1/4" through 3" may also be hung from 2" x 2" x 3/16" angles for joist spacing up through 2' -0" O.C., or 3" x 3" x 1/4" angles for joist spacing 2' -1" through 4' -6" O.C. Cope angles so angle rests on top of joist with leg down or in the case of composite, joist angle shall be welded to, bottom of top angles. Length of angles shall be joist spacing plus 3 ". 14.4.3 All piping 4" and over shall be hung individually from 2" X 2" X 3/16" or 3" X 3" x 1/4" angles, as specified above. 14.4.4 Where several pipes occur adjacent to one another, pipes may be racked on a trapeze, providing none of the pipes are larger than 3 ". Construct trapeze of 2" x 2" x 3/16" angles for spans of 2' -0" or less, and 3" x 3" x 1/4" angles for spans of 2' -1" through 4' -6 ". Suspend angle from 1/2" diameter rods. Support rods off top chords of joist with angles as specified above. 14.5 Wall supports for piping shall be welded steel brackets.with 3" x 3" x 1/4" plate on opposite side of wall and a bolt through the wall. The location and use of wall supports is subject to review and approval by Owner. 14.6 14.7 14.8 Provide inserts for securing hanger rods to concrete construction. Lag -type hanger supports shall be utilized in wood frame construction. Use heavy duty insulation protection saddles, with ends flared and notched to fit hangers for cold piping so that the insulation may pass unbroken through hangers. 14.9 Hangers and supports for plastic piping shall have a 3/4" minimum bearing width. 15.0 Valves 15.1 Use valves for all piping systems as scheduled below and locate in main and branch lines and at equipment where shown on the drawings for operation and maintenance of the system. 15050 -8 15.2 Install a screwed or flanged union between each valve, within 6" of the valve and any equipment or apparatus which may require service or removal. Arrange piping and valves in such a manner that no piping need be disturbed, except branch to individual equipment or apparatus, when removing or servicing. 15.3 All valves shall be tight in operation and if any leaks are found, they shall be repacked with best grade of packing to suit service, or replaced. 15.4 All risers shall be valved. Branch runouts shall be valved where indicated on the drawings. 15.5 All bypass valves shall be globe or butterfly type. 15.6 All shut -off valves 3" and larger shall be either gate valves or butterfly valves. 15.7 Gate Valves 15.7.1 General Shut -off Service - 2" and Smaller up to 125 psig. 15.7.1.1 Gate Valves for use in general shut -off service of steam, condensate, water, and oil are as follows: They shall be 150 SWP, 300 WOG, bronze threaded end, rising stem, solid wedge, union bonnet and gland packed. MANUFACTURER VALVE NUMBER Crane 431UB Fairbanks U -0226 Jenkins 47U Lunkenheimer 3151 Milwaukee 1151 Nibco T -134 Powell 2714 Stockham B -120 Walworth 11 15.7.2 General Shut -Off Service - 2 -1/2" and larger up to 125 psig. 15.7.2.1 Gate Valves shall be 125 SWP, 200 WOG, cast iron, flanged end bronze trim, rising stem, OS &Y and gland packed. MANUFACTURER VALVE NUMBER Crane 465 -1/2 Fairbanks 0405 Jenkins 651A Lunkenheimer 1430 Milwaukee F -2885 Nibco F -617 -0 Powell 1793 Stockham G -623 Walworth 8726 -A 15050 -9 15.7.3 Gate. Valves for Buried Exterior Service 15.7.3.1 Buried exterior gate valves 2" and larger for water service shall be iron body, bronze mounted, double disc, conforming to AWWA C -500. Valve stem shall terminate in 2" wrench nuts. Furnish two (2) suitable keys. Valve boxes shall be Buffalo type, cast iron, adjustable sleeve having a minimum shaft diameter of 5 -1/4 ". The castings shall be coated with two coats of coal -tar pitch varnish and the lids shall bear the word WATER. Valves shall be as follows: MANUFACTURER VALVE NUMBER. Clow Crane Kennedy Mueller 2485 -0. A2380 -6 15.8 Ball Valves 15.8.1 General Shut -Off Service - 2" and smaller up to 125 psig. 15.8.1.1 Bali Valves for use in general shut -off service of steam, condensate, water, and oil are as follows: They shall be 150 SWP, 400 WOG, two piece bronze threaded or soldered end, blowout proof stem, stainless steel ball, TFE seat rings, and lever handle - fed. spec. WW -V -35, Type II Class A. 15•9 Gas Valves MANUFACTURER VALVE NUMBER Crane 2180 Jenkins 900T Nibco 580 Hammond 805 Watts Regulator B6000 15.9.1 Gas Valves for all gas piping shall be by the following manufacturers. Valves must be U.L. or A.G.A. listed, as required by Local Code, full port and give a bubble -tight shut off. MANUFACTURER VALVE NUMBER SMALLER THAN 4" Crane DeZurik Milwaukee 15.10 Check Valves 15.10.1 General Service - 2" and smaller up to 125 psig. 320 425 BB1 -100 15050 -10 15.10.1.1. Check Valves in all piping of steam, condensate, air, gas, water and oil are as follows: They shall be 150 SWP, 300 WOG, bronze threaded end, horizontal swing check design, composition disc compatible to line media and be so designed that it can be used in either the horizontal .or vertical position. MANUFACTURER VALVE NUMBER Crane 141 Fairbanks 0630 Jenkins 352 Lunkenheimer 230-70 Milwaukee 510 Nibco T-433 Powell 596 Walworth 3412 15.10.2 General Service - 2-1/2" and larger up to 125 psig. 15.10.2.1. Check Valves shall be 125 SWP, 200 WOG, flanged end, cast iron, swing check and bronze trim. MANUFACTURER VALVE NUMBER Crane 373 Fairbanks 0702 Jenkins 624 Lunkenheimer 1790 Milwaukee F-2974 Nibco F-918-B Powell 559 Stockahm G-931 Walworth 8928-F 15.11 Butterfly Valves 15.11.1 Butterfly Valves for General Shut-Off Modulating and Balancing Service - 2-1/2" and larger 15.11.1.1 Butterfly valves shall be of the wafer-style, cast iron body, with ductile iron discs, seats and seals, shall be of EPDM for service to 2500 F. Valves shall comply with AWWA Standard C-504-66 Class 150B. Operators shall be extended to allow clearance for installation - 6" and smaller shall be lever operated - 8" and larger shall be gear and handwheel operated. 15.11.2 Service Access Installations 15.11.2.1 Double tap lug style bodies shall be used for either shut-off or balancing operator where required. If double lugs are not used, a flanged spool shall be installed on equipment side of wafer valve to allow removal of equipment. 15050-11 15.11.2.2 When butterfly valves are used for balancing, an infinite memory device shall be provided with wheel or lever handle. 15.12 Pressure Relief Valves 15.12.1 Pressure Relief Valves for use in all locations where shown or required by codes shall be as follows: SERVICE Water Pressure and Temperature Relief SIZE TYPE All Watts 140 -240 & 340 Cash Acme FV Series 15.13 Backflow Preventer Assembly 15.13.1 1/2" and 3/4" Watts Regulator Co. No. 9D 16.0 Piping Methods 16.1 Clean the inside of all pipe and fittings by brushing or well pounding and thoroughly blowing out, to remove slag, scale and other sediment or foreign matter from the lines. 16.2 Ream all cut ends to insure full internal diameter. 16.3 Prime the exposed threads of all piping or cover with teflon tape immediately after installation. This shall apply to piping which is to be insulated as well as uncovered piping. 16.4 Arrange and install all piping, valves, unions, flanges, strainers and auto valves, at final connections to all fixtures and equipment in a manner that will permit the complete removal of any fixture, coil, or piece of equipment without cutting the pipe lines or damaging beyond repair fittings or valves. 16.5 Locate specialties so that final connections of piping may be drained and removed with valves and specialties remaining in place, without draining remainder of systems when cleaning, rodding, or replacing tubes in heat exchangers. 17.0 Wall and Floor Sleeve Installation 17.1 Set wall and floor sleeves during the construction of the portion of the new construction through which the piping is to pass. 17.2 Properly anchor all sleeves to the building construction. 15050 -12 17.3 Set floor sleeves plumb, wall sleeves level and all piping shall be centered in sleeves. 17.4 Take care to set sleeves in formwork and check all dimensions before concrete is poured. 17.5 Extend floor sleeves in finished areas 1/2" above finished floor and neatly bevel top of sleeve. 17.6 Finish all wall sleeves flush with wall lines unless otherwise specified. 17.7 18.0 18.1 Caulk all sleeves. Installation of Hangars and Supports Properly support all piping by using pipe hangars (as previously specified) attached to iron rods or wall supports. Secure to the building construction. 18.2 Support all piping at such intervals as to prevent sagging of pipe or excessive loads on any one hangar. 18.3 Support piping 2 -1/2" in size or larger, at least every 10 feet. Support piping 2" in size or smaller every 8 feet unless otherwise specified on drawings. 18.4 Plastic piping systems shall be supported a minimum of every 4 feet. 18.5 Where hangar rods are to be attached to fireproofed beams, these hangers shall be in place before fireproofing is sprayed on. 18.6 Do not use wall supports for any piping whose diameter exceeds the wall thickness. 18.7 Cooperate with other contractors in providing for the arrangement and the support of all piping to be installed in the building, to the approval of the Owner. 19.0 Welding 19.1 Employ only competent oxyacetylene or electric welders with field experience in pipe welding. 19.2 Install steel piping 2 -1/2" in size and larger with welded joints made by the oxyacetylene or electric process using only high test welding rod. 19.3 Line welds shall be of the single vee butt -type for which the pipe shall be mill beveled or machine beveled to 45 degrees within 1/16" of the inside wall. 15050 -13 19.4 Pipe with a wall thickness of 3/16" or less need not be beveled, but may be welded by melting down into and building up over the abutting ends. 19.5 Separate abutting ends of the joints before welding to permit complete fusion to the bottom without overlapping, tacked in two or more points to maintain alignment and welded. All welding, wherever possible, shall be continuous around the pipe. 19.6 Welds shall be of sound weld metal, thoroughly fused into the ends of the pipe and to the bottom of the vee, and shall be built -up in excess of the pipe wall to give a reinforcement of 1/4 the pipe wall thickness and in such a manner that the weld metal will present a gradual increase in thickness from the surface of the pipe to the center of the weld. The minimum width of the weld shall be 2 -1/2 times the thickness from the surface of the pipe wall. 19.7 Fuse fillet welds for flanges or fittings into the pipe and plate for a minimum distance of one and one -half (1 -1/2) times the pipe wall thickness and build up to present a minimum throat thickness or depth of weld on one and one - quarter (1 -1/4) times the pipe wall thickness. 19.8 Clean welds and prime with rust inhibitive paint as soon as possible after they are made and before insulation is applied. 19.9 Contractors may be required to furnish proof of the competency of each welder and shall at the request of the Owner, have all or any of the welders pass a standard qualification test such as ASME, AWS or Hartford Insurance Company procedure and tests. All welders to be AWS certified. 20.0 Expansion and Contraction 20.1 Install piping to provide for expansion and, where necessary, to fix direction of expansion. 20.2 Anchor piping securely and entirely free from sags as previously specified. 20.3 Provide for the proper expansion and contraction in such a manner that the joints will not develop leaks. 20.4 At swing connections, offsets and expansion loops, cut short and cold spring pipe into place before welding or fabricating to compensate to 50% of expansion when pipes are hot. 21.0 Circulation (Water System) 21.1 Insure a perfect and noiseless circulation of water and air throughout entire water system, without pounding or air binding, in any part of the system when operating at gauge pressures varying from 1/4 to 75 pounds. 15050 -14 21.2 Arrange all piping to drain by gravity. Provide drain valves with hose connections at all low points in the system. 22.0 22.1 23.0 23.1 Excavation and Backfilling See Division 2 Protection of Work Protect work from injury by keeping all piping capped and plugged or otherwise protected. This includes damage by freezing and /or stoppage from building materials, sand, dirt or concrete. 24.0 Cleaning Mechanical Systems 24.1 Thoroughly clean all grease, oil and dirt from all parts of the new system in a manner satisfactory to the Owner at completion of installation and before final capacity tests are conducted. 24.2 Care must be taken not to get dirt, grease or oil upon floors or walls, and any damage done shall be repaired to the approval of the Owner. 24.3 After a period of these operations, any defects or damage that may have developed in the equipment and apparatus as a result of the cleaning -out process shall be made good and the apparatus put in first - class working order, or replaced. 25.0 Painting 25.1 Do not include painting of material or equipment except for rust inhibitive paint where specified. 25.2 Prime all structural steel installed for pipe or equipment supports or burned by welding with one coat of rust inhibitive paint at the time of installation. Touch up all damaged factory finishes on new equipment. 26.0 Electrical Work 26.1 Electrical Services to Motors and Equipment 26.1.1 The Electrical Contractor will furnish and install electrical feeders of proper size, disconnects or manual motor starters, magnetic starters or contactors with integral hand - off -auto selector switches or remote pushbutton stations where required and all power wiring including final connections for each motor. 26.1.2 The Plumbing and HVAC Contractor shall each furnish and install all control and interlock wiring from the holding coils of the starters or the ungrounded load side of the manual starters to all manual and automatic control devices 15050 -15 for proper operation of the equipment and systems as specified under Division 15. The Plumbing Contractor shall do all control wiring associated with plumbing equipment and systems and the HVAC Contractor shall do all control wiring associated with heating, air conditioning and air distribution equipment and systems. All control wiring shall be installed in accordance with all applicable codes and the Electrical Division of these specifications. Hand - off -auto selector switches furnished by the Electrical Contractor as an integral part of the magnetic starters shall be wired into the control system by the Plumbing or HVAC Contractor. The hand position of the selector switches shall not be wired to bypass any of the control system safety devices, ie., freezestats, firestats, fire alarm shutdown, time delay relays, flow switches and pressure switches. The hand position shall be wired to bypass control devices, ie., thermostats, day -night switches, time clocks, P.E. and on -off switches. 26.1.3 For equipment specified in Division 15 as being furnished with integral starters, the Electrical Contractor will furnish and install power feeders to the line side of the starters and terminate same. All power wiring from this point to the motor, shall be furnished and installed by the Contractor furnishing same. 26.1.4 Consult with the Electrical Contractor before the installation of equipment, to coordinate the motor type, voltage and sizes with the starter type, voltage and sizes, holding coil voltage, thermal overload capacities and interlocks, and insure that the equipment installed is of proper size. 26.1.5 After wiring is completed by the Electrical Contractor, these contractors shall inspect said wiring before motors are operated. If any discrepancies are discovered, the Owner shall be notified in writing of said discrepancies and will arrange to have changes made as required. After changes are completed, the contractors who furnished the motor shall be responsible for motor protection during the warranty period. 26.2 Electric Motors 26.2.1 All motors shall be of the single speed squirrel cage induction type, unless specified otherwise for specific equipment in these specifications, with ample power to perform the work required and capable of withstanding a momentary overload of 50 %. Each motor must be suitable for the duty it has to perform and must be capable of developing starting torque without excessive starting current. All motors shall be of the same make, if at all possible. Motors shall be General Electric, Westinghouse, U. S. Marathon or Louis -Allis with adjustable rails and bases. Integral horsepower motors shall have high quality grease lubricated ball bearings with zerk supply fittings and 15050 -16 drain plugs. Fractional horsepower motors shall have permanently lubricated and sealed ball bearings. All motors shall be quiet running and free of all noise, vibration, or magnetic hum. Energy efficient motors shall be installed. 26.2.2 All motors shall have electrical characteristics as called for under equipment headings and in schedules on drawings and shall be constructed in accordance with the standard of the NEMA. 26.3 Magnetic Starters 26.3.1 Furnish starters as specified in Division 16. Furnish the same make of starters as the Electrical Contractor when not provided as part of the equipment. 27.0 Openings in New Construction 27.1 Openings required in new construction shall be provided by the General Contractor at the request of and in accordance with information furnished by each contractor. The General Contractor will inform the individual contractors in advance so that they may lay -out the required openings. If any contractor fails 'to lay -out required openings, he shall be responsible for the necessary cutting, patching and repairing to the satisfaction of the Architect. 28.0 Cleaning Up 28.1 Before work can be considered complete, clean all surfaces . of all paint, plaster, mortar, labels and other stains and remove all lumps of cement. Care shall be taken that no surfaces be scratched, marred or damaged, in cleaning. In case of dispute, the Owner may remove the rubbish and charge the cost to the one or more contractors as the Owner . may determine to be just. END OF SECTION . SECTION 15180 - INSULATION, General 1.1 Provide insulation required for piping system, ductwork, equipment and accessories. 1.2 Conform to Division 1. 2.0 Submittals 2.1 Items for which the submittal requirements apply, specified elsewhere, are as follows: 2.2 Product Data - All materials. 2.3 Samples - All materials, mounted on 1/8" thick hardboard panel(s) 3' x 4', labeled and referenced to the specification. (Note: Specifier use only when samples are needed.) 2.4 Certificates of Compliance - .Insulation 3.0 Applicable Publications 3.1 The most recent edition of the publications listed below form a part of this specification to the extent indicated by the references thereto. ASTM E84 NFPA 255 UL 723 ASTM E96 ASTM D -781 ASTM D -774 NFPA 90A ASTM C177 "Surface Burn Characteristic of Building Materials" "Building Materials, Tests. of Surface Burning Characteristics" "Test Hazard Classification of Building Materials" "Test for Water Vapor Materials" "Test for Paperboard Puncture) Transmission of Puncture" (Breach "Burst Strength for Paper Test" (Mullen Burst) "Air Conditioning and Ventilating Systems" "Test for Thermal Conductivity of Materials by Guardeo Hot Plate" 15180 -1 4.0 Fire Resistance 4.1 Ratings: Insulation tape, adhesives, vapor barrier materials and jacket's shall have a flame spread rating of not more than 25. Smoke developed ratings shall not exceed the following: 4.1.1 Fiberglass with all service jacket, not more than 50. 4.1.2 Phenolic Foam with all service jacket, not more than 50. 4.1.3 Closed Cell Elastomeric Insulation, 1" thickness or less, no jacket, not more than 270. 4.1.4 Continuously molded Rigid Urethane Foam, with all service jacket, not more than 200. 4.1.5 Other insulation items not exempted from fire resistant ratings: smoke developed rating not more than 50. Ratings shall be developed by testing in accordance with NFPA 255, ASTM E84, and UL 723. 4.2 Factory /Field Applied Items: Materials that are factory applied shall be tested as assembled. Materials that are field applied may be tested individually. UL label or listing of satisfactory certified test report from . an approved testing laboratory will be required to indicate compliance with the preceding paragraph. Flameproof treatments subject to deterioration are not acceptable. 4.3 Exempt Items: The following materials are exempt from Fire Resistant Rating: 4.3.1 Nylon duct insulation anchors 4.3.2 Treated wood insulation inserts 4.3.3 PVC fitting and valve covers 5.0 Thickness 5.1 The normal thickness of insulation given is the thickness of the basic block insulating medium and does not include the finishing coats. 6.0 Proof of Compliance 6.1 Proof of approval of materials shall be delivered to the Architect. This approval shall incorporate approval of Underwriters Laboratories and other authorities having jurisdiction as well as certified performance guarantees. 7.0 Exposed and Concealed 7.1 Exposed shall mean work exposed to the view of occupants in normally occupied areas and in equipment rooms. Concealed shall mean pipe and duct located in ceiling spaces, chases and other locations not exposed to view. 8.0 General Requirements 8.1 Conform to Division 1 of these specifications. 8.2 Provide insulation for all hot and cold water, drain, suction and liquid piping and overflow piping as herein specified. 9.0 Products 9.1 Fiberglass Pipe Insulation: Fiberglass pipe insulation suitable for pipe temperature from -600 F to 5000 F; one piece type with only one longitudinal joint. Thermal conductivity not greater than 0.27 BTU per square foot per degree F per inch of thickness at 1000 F, 0.30 BTU per square foot per degree F per hour per inch of thickness at 200 degree F and 0.40 BTU per square foot per hour per inch of thickness at 3000 F. Provide factory applied all service jacket. 9.2 Phenolic Foam Pipe Insulation: Continuously molded, chemically neutral phenolic resin pipe insulation suitable for pipe temperatures from -400 F to 2500 F; one piece type with only one longitudinal joint. Thermal conductivity not greater than 0.22 BTU per square foot per degree F per hour per inch of thickness at 400 F mean temperature and 0.23 BTU per square foot per degree F per hour per inch thickness at 750 F mean temperature. Provide factory applied all service jacket. 9.3 Closed Cell Elastomeric Pipe Insulation: Closed cell elastomeric pipe insulation suitable for pipe temperature from -200 F to 1800 F. Thermal conductivity not greater than 0.26 BTU per square foot per degree F per hour per inch of thickness at mean temperatures of 75o F to 900 F. Finish with elastomeric insulation finish in exposed areas. 9.4 Jackets for Pipe Insulation: Factory applied all- service jacket - White Kraft paper outer surface bonded to aluminum foil vapor barrier, suitable for painting. Kraft paper permanently treated for fire and smoke safety and to prevent corrosion of the foil. Factory applied pressure sensitive closure system for permanent seal of laps and butt strips. Physical characteristics as follows: 9.4.1 Water Vapor Permeability (ASTM E96) 0.02 perm. 9.4.2 Breach Puncture (ASTM D -781) 50 oz. in /in tear. 9.4.3 Mullen Burst (ASTM C -776) 70 PSI. 15180 -3 9.5 Insulation of Fittings and Valves 9.5.1 Fittings - All Service Jacket: Factory premolded one -piece PVC fitting cover; factory precut insulation same type and thickness as the adjacent pipe insulation. Seal with vapor barrier adhesive on cold lines. 9.6 External Ductwork Insulation 9.6.1 Exposed Ductwork and Air Handling Equipment: Fiberglass rigid board with factory applied foil- scrim -kraft facing consisting of fiberglass yarn mesh and reinforced aluminum foil laminated to a white, fire - retardant kraft paper facing. Density 6 lb. per cubic foot. Thermal conductivity not greater than 0.24 BTU per hour per square foot per degree F per inch of thickness at a mean temperature of 700 F. Finish with presized glass cloth set in a vapor barrier adhesive. 9.6.2 Concealed Ductwork: Fiberglass flexible blanket with foil- scrim -kraft facing. Density 0.75 lb. per cubic foot. Thermal conductivity not greater than 0.30 BTU per hour per square foot per degree F per inch of thickness at a mean temperature of 700 F. 9.7 Duct Lining: Lining to cover all four interior sides; glass fiber, John - Manville "Micro - Coustic" or Pittsburgh Plate Glass "textraface "; thickness as scheduled under Section 15180 - part 3. Lining shall meet erosion test method described in UL Publication No. 181. Maximum flame spread rating, 25; maximum smoke Developed rating 50. Minimum SRC =0.7 for 1" thickness liner. 9.8 Joint Tape 9.8.1 Glass fiber reinforced, aluminum foil and kraft paper laminate with vapor barrier characteristics comparable to insulation facing. 9.9 Cement 9.9.1 Finishing Cement: Hydraulic setting, low shrinkage insulating and finishing cement for one coat finish, Johns - Manville No. 375 Cement or approved, suitable for painting with water base paint. 9.9.2 Insulating Cement: Mineral fiber cement suitable for application on metal in single layers up to 4" thick, Johns - Manville No. 460 Cement, or approved. 9.10 Adhesives and Finishes 9.10.1 Vapor Barrier Adhesive: Vapor barrier lap sealing adhesive, Foster 85 -20 or approved. 15180 -4 9.10.2 9.10.3 9.10.4 9.11 Lagging Adhesive: Lagging adhesive, Foster 30 -36 or approved. Elastomeric Insulation Adhesive: approved equal. Elastomeric Insulation Finish: approved. Color, White. Insulation Pins Armstrong 520 adhesive or Armstrong Armaflex finish or 9.11.1 Fasteners: Zinc Coated steel, 2 x 2 perforated steel plate with spindle and washer. Spindle length to suit insulation thickness. 9.11.2 Adhesive: Contact cement suitable for fastening insulation pins to metal surfaces, Miracle Adhesive No. HT 4620, Foster 82 -11 or approved. 9.12 Inserts Between Pipes and Pipe Hangars /Supports 9.12.1 Rigid Block Insulation: Calcium silicate of thickness equal to the adjoining insulation; provide vapor barrier. 9.12.2 Inserts: Provide inserts not less than the following length: 1/2" to 2 -1/2" pipe: 6" long 3" or greater pipe: 9" long 9.12.3 Treated Wood Inserts: May be used on cold piping system. 10.0 Execution 10.1 General 10.1.1 Install all joints tightly butted. Tuck and tuft edges of insulation. Install insulation to allow easy access to equipment for inspection and repairs. Remove all loose dirt, rust, all other loose foreign material, moisture and frost from surfaces prior to installing insulation. 10.2 Time of Application 10.2.1 Insulation shall be applied only after piping has been tested and certified by the Engineer as ready for insulation. Insulation Contractor may at his option insulate the various piping systems, except flanges, with the understanding that necessary removals, repairs and modifications to insulation due to leaks that may occur in piping systems due to testing will be made without additional cost to the General Contractor. All loose dirt, rust, etc., shall be removed by the subcontractor from the pipe surface. Piping must also be free of frost at time of insulating. 10.3 Items to be Insulated 10.3.1 The following items shall be insulated either wholly or to the extent indicated: Piping: The following piping shall be insulated except (1) valve stems, handwheels and operators; (2) unions Cold Lines - Condensate drain lines, domestic cold water. Hot Lines - Domestic hot water supply and circulating piping. Ductwork and Air Handling Equipment: Insulate all air handling systems from the outside air intake to the room outlets, including ductwork, plenums, casings, coils, fans, and sound attenuators. Insulate all return air systems including ductwork, plenums, fans, and sound attenuators. The following shall not in insulated: Ductwork and equipment specified to have internal, acoustical lining.. 10.4 Insulation Thickness and Type 10.4.1 Pipe insulation type and thickness shall be as follows: Service Insulation Thickness for pipe size shown, Type To 1" 1 -1/4 to 2" 2 -1/2 to 4" 5 -6" Domestic Hot Water & Dom H.W. Circula- ting (100 -140° F.) H. W. Heating (100 -180° F.) Fiberglass Phenolic Urethane Elastomeric 1" .1" 3/4" 1", 1" 1" 3/4" 1 "` 1 -1/2" 1 -1/2" 1-1/2" 1 -1/2" Service Insulation Thickness for pipe size shown Type To 1" 1 -1/4 to 2" 2 -1/2 to 4" 5 -6" Condenser Water, Domestic Cold Water (40 -800 F.) Fiberglass 1" Phenolic 1" Urethane 3/4" Elastomeric 1/2" 1" 1" 3/4" 1/2" 1" 1 ". 3/4" '1/2" 1" 1" 3/4" 3/4" Indirect(cold) Fiberglass 1" 1" 1" 1" Drains Phenolic 1" 1" 1" 1" (32 -700 F.) Urethane 3/4" 3/4" 3/4" 3/4" Elastomeric 1" 1" 1" 1" 10.4.2 Ductwork: Insulation of Ducts Duct Location Insulation Types for Washington Exterior Zone I D, V, W Unheated Space Zone I C, V Conditioned Space Zone I C, V V = Vapor barrier, with perm rating not greater than 0.5 perm, all joints sealed. W = Approved weatherproof barrier. Insulation Values: A. C = .48 B. C = .24 C. C = .16 D. C = .12 E. C = .08 10.5 Pipe Insulation Installation R = 2.08 R = 4.16 R = 6.25 R = 8 R = 12 10.5.1 All insulation shall be continuous through wall and or ceiling openings and sleeves. 10.5.2 Insulation on all cold surfaces where vapor barrier jackets are used shall be applied with a continuous, unbroken vapor seal. Hangars, supports, anchors, etc., that are secured directly to cold surfaces shall be adequately insulated and vapor sealed to prevent condensation. 10.5.3 Metal shields shall be applied between hangars or supports of piping and the pipe insulation; refer to Section 15050. 15180 -7 10.5.4 Specified adhesives, mastics and coatings shall be applied at the manufacturer's recommended minimum coverage per gallon. 10.5.5 All service jacketed insulation shall be applied over clean, dry pipe with all joints butted together. Longitudinal jacket laps and butt strips shall be smoothly secured according to manufacturer's recommendations. 10.6 Fitting Insulation Installation 10.6.1 All Service Jacket Insulation Fittings: .Apply factory precut insulation, tucking ends of the insulation snugly into the throat of the fitting, and edges adjacent to the pipe covering tufted and tucked in, fully insulating the pipe fitting. Seal all seam edges of the one piece PVC fitting cover with vapor barrier adhesive applied over insulation. Tape circumferential edges of cover with vapor barrier pressure sensitive tape to match fitting cover color. The tape shall extend over the adjacent pipe insulation and have an overlap on itself at least one inch. 10.7 Duct Insulation Installation 10.7.1 Rigid Insulation: Secure rigid insulation to ductwork by impaling over pins located not more than 3 inches from the edge of insulation pieces and spaced not more than 12 inches on center. Apply insulation with all joints tightly butted. Cold ductwork shall have all joints, breaks, punctures and voids filled with vapor barrier mastic and covered with tape . to match insulation facing. 10.7.2 Flexible Insulation: Apply flexible blanket insulation to ductwork with Foster 85 -20 mastic applied in 4 inch wide strips on 12 inch centers; secure with edges tightly stitched with stables. Insulation on the bottom of rectangular horizontal ducts over 24 inches wide shall be impaled over pins as specified for rigid insulation in addition to mastic; sagging of flexible duct insulation will not be permitted. Seal all punctures and voids with vapor barrier. 10.7.3 Seams: All seams shall be sealed with 4" wide pressure sensitive vapor barrier tape to match insulation facing. 10.7.4 Duct Lining: See Section 15800. END OF SECTION 15180 -8 pipe and fittings shall conform to ASTM standard specifications. 15400 -1 4.2 Cleanout branches shall be provided throughout the plumbing system where indicated or required by the nature of the work. 4.3 Changes in line or grade shall be made with the proper fitting. 4.4 Openings for connections shall be kept closed until used. All earth or foreign matter that may get into the sewer shall be removed. 4.5 Floor drains shall be set with the utmost care to suit the grade of the floor, using a spirit level to line up same. The Plumbing Contractor shall have a man present when floors are laid to ensure the proper installation of this Contractor's work. 4.6 Waste lines 2" and larger shall be service weight cast iron soil pipe. 4.7 Soil and waste pipe sizes shall be no smaller than the connection to individual fixtures. No soil pipe from water closets shall be smaller than 4" inside diameter and no underground or buried underfloor waste or vent piping to be smaller than 2 ". 5.0 Soil and Waste Lines (Plastic) 5.1 All soil and waste pipe within the building above floor level (unless otherwise indicated) shall be manufactured from Type 1, Grade 1, polyvinyl chloride (PVC) materials. The materials shall be classified as self- extinguishing and have a flamespread rating of 0.25. Pipe shall meet the requirements of CS 272 -65 or ASTM D2665 and shall be approved by NSF. PVC pipe will not be allowed in return air plenum. 5.2 The pipe shall be marked in accordance with the ASTM and show the symbols DWV NSF. 5.3 Adapter fittings specifically manufactured for changing PVC DWV pipe to threaded, flanged or bell and spigot pipe shall be used where required. No other fittings shall be used for that purpose. 5.4 Provide expansion fittings with a rubber o -ring in a groove where required. 5.5 Expansion fittings utilize a rubber o -ring that should be lubricated with water pump grease, petroleum jelly or other water- resistant grease to facilitate assembly. Protect the operating end of the expansion fitting from dirt by means of a thin plastic, rubber or cloth sleeve. 15400 -2 5.6 Protect pipe and fittings from direct sunlight. Store pipe in a horizontal position and support along its entire length. Do not stack pipe over two feet high. 5.7 Conventional pipe clamps, brackets or strapping that have a bearing width of 3/4" or more are suitable supports. Supports shall have a maximum spacing at 4 foot centers. Support vertical pipes to maintain alignment. All supports should permit expansion and contraction of the pipe without binding. 5.8 Enclose PVC DWV pipe passing through a fire wall in a close- fitting metal sleeve extending 20 inches on each side of the wall. The sleeve shall be 18 gauge (.040 in.) or heavier. The space between the sleeve and wall opening shall be fire - stopped by packing with an acceptable noncombustible filler. 5.9 Test by standard air or water test procedure. Test thermal expansion and operation of the expansion fittings by draining at least 30 gallons of hot water into the system at the most distant fixture. Expansion fittings should move freely and pipe should not bow, distort or be restricted in linear movement. 5.10 Leaks shall be repaired by cutting out and replacing the fitting. 5.11 Provide cleanout branches throughout the plumbing system where indicated or required by the nature of the work. 5.12 Make changes in line or grade with the proper fitting. 5.13 Keep openings for connections closed until used. Remove all foreign matter that may get into the sewer to ensure the proper installation of the plumbing work. 5.14 Keep exposed, overhead piping as close to the ceiling as possible, properly graded and securely supported. 5.15 Size soil and waste pipe no smaller than the connection to individual fixtures. 6.0 Vent Piping 6.1 Provide vent piping of the same material specified for Soil and Waste Lines. 6.2 Sizes may be increased at Contractor's option. 6.3 Install vent stacks of size and number as required to vent all fixtures. 15400 -3 6.4 Minimum venting shall be as shown on plans; otherwise, all venting shall comply with the rules of the applicable codes. 6.5 All parts of the soil and waste system of piping shall be vented as to prevent all liability of siphoning of traps of plumbing fixtures. Bottom of all vent stacks shall be connected so that any scale from the inside of risers will be washed out through the waste pipe. 6.6 Vents shall be a minimum of 12" above the roof, and shall be properly flashed. 6.7 Buried or underfloor vent piping shall be the same as underfloor waste pipe. 7.0 Downspouts and Overflows 7.1 Downspouts and overflows shall be of the same material and specifications as "Soil and Waste Lines" as hereinbefore specified. 7.2 PVC pipe will not be allow in return air plenum, or where codes prohibit. 8.0 Flashing 8.1 Flash pipes passing through the roof with four pound sheet lead. Flashing shall extend 12" from pipe underneath roofing material in all directions. Provide a lead collar extending from flashing up around outside of, carried over and turned down into top of pipe. 8.2 Flash drains with flashing rings, unless otherwise specified, with three pound sheet lead extending 12" in all directions from flashing ring clamp device or of suitable approved material. 9.0 Cleanouts 9.1 Cleanout connections shall be installed near the base of each vertical stack and where required by code or indicated on the drawings for horizontal runs of waste or sewer pipe. The size of each cleanout shall be the same as the line into which it is connected, when said line is 6" in diameter or less. Where space permits, all cleanout connections shall consist of long radius quarter bends or two - eighths bends with the extension pieces of pipe where necessary. 9.2 Cleanouts shall be Wade, J.R. Smith, or Zurn: 15400 -4 9.2.1 Floor Cleanout - Wade No. W- 700 -Z, Smith No. 4020, Zurn No. Z -1400 with nickel brass cover plate. 9.3 Cleanouts shall be brought to such points as to make them easily accessible. 10.0 Water Piping Inside of Building 10.1 A complete system of domestic water piping shall be furnished and installed to all appurtenances requiring water. 10.2 Water piping shall be either schedule 40 galvanized steel with 150 lbs. galvanized malleable fittings or type L hard copper pipe with wrought fittings joined to pipe • with 50 -50 solder. 10.3 10.4 10.5 10.6 Provide dielectric insulating unions between all copper and steel or iron pipe. Nipples and couplings used in pipe shall be of same type material as the pipe. Chromium - plated pipe shall be brass pipe, not less than 85% copper, of standard pipe size and heavily plated. Each length of pipe, nipples, coupling and all fittings furnished under this contract shall bear the manufacturer's characteristic identifying mark or marks. 10.7 Bushings will be permitted on galvanized piping when reduction cannot be made with one (1) fitting and when provided with a permanent coating of rust - resistive paint at the time of installation. No "face" bushing will be allowed. 11.0 Heat Tracing - Cold Water supply to cooling tower. 11.1 Heat tape shall be self regulating to control thermal output in response to surrounding temperature without need for thermostat. 11.2 Tape construction shall be as follows: #18 AWG conductors separated by a self limiting conductive core material covered with an 8 mil polyurethane insulation layer with an outer layer of 12 mil irradiated polyolefin insulation. 11.3 Acceptable Manufacturers: Foster model RSI, 120 volt, 4 watts/ft. 15400 -5 12.0 Hose Bibb 12.1 HB - 1: Chicago Faucets No. 7T with No. 293 -6 Tee handle and No. E27 vacuum breaker or approved. 12.2 HB - 2: Sill cocks shall be Wade No. W -8604, Smith No. 5610 or Zurn No. A -1315 cast bronze freeze proof hydrants. Face plate shall be polished nickel brass. Valves shall operate with loose key and set with lead gasket and caulking. Provide vacuum breaker. 14.0 Shock Arrestor 14.1 Furnish and install where required or where shown on the drawings, J. R. Smith, Zurn, or Wade shock arrestors installed in strict accordance with Plumbing Drainage Institute (PDI) and sized in accordance with the manufacturer's recommendations. Size shall be Smith No. 5020, Zurn No. Z -1700, size 100, or Wade 0. W -20. Vacuum Breakers A vacuum breaker shall be placed in the water supply line (hot or cold) supplying any plumbing fixture or piece of equipment if the inlet terminated below the flood level rim or top of the fixture, or a hose can be attached to the water outlet. 15.2 No direct connection, even with the vacuum breaker, will be permitted on fixtures which can be placed under pressure. 15.3 The vacuum breaker shall be placed on discharge .. side of the control valve supplying water to the fixtures. 16.0 Drain Schedule 16.1 Furnish and install the following drains where indicated on the drawings. Sizes shall be as shown on. drawings. Provide "Deep Seal" P -traps on floor drains. 16.1.1 D1: Wade No. W -1100, Zurn No. Z -415 or Josam No. J30000 with 6" diameter white metal rim and strainer. 16.1.2 D2: Zurn No. ZN -415 6" with T - /PE E funnel drain and strainer. Josam No. 3002- EZ -9Z. 16.1.3 D3: Jr. Smith #2210 P. H., Zurn #2- 507 -5, Josam #32124 -50, Wade #W- 1310 -TD. 16.1.4 RD -1: Jr. Smith #1330, with under deck clamp. Zurn #Z125ERC, Wade #W -3204. 16.1.5 RD -Z: Jr.Smith #1620 -0, Zurn #ZRB -180, Wade #W -3243. 16.1.6 AD -1: Jr. Smith #2630. 17.0 Traps or Seals 17.1 Traps shall be installed to connect each fixture or piece of equipment not having a trap or seal as an integral part of same into the sewer system. Traps shall conform to the following pattern of materials: 17.1.1 Recess threaded cast iron drainage traps when connections are made in steel pipe. 17.1.2 Chromium - plated brass traps shall be installed when the connections made to fixtures in finished rooms are exposed. 17.1.3 Exposed traps shall have cleanout plugs. 17.2 No traps shall be installed in inaccessible positions. 18.0 Plumbing Fixtures 18.1 For the purpose of establishing a quality material and style, the numbers were taken from the catalogs of the manufactures as noted. American Standard, Kohler, Crane, Eljer, Elkay, Just, Bradley or Acorn will be acceptable. 18.2 Faucet fittings from the catalogs of the manufacturers as noted, Delta, Chicago Faucets or fixture manufacturers will be acceptable. 18.3 All fixtures, equipment and materials shall be properly supported and fastened. 18.4 Supplies to all fixtures shall be provided with IPS chromium plated brass pipe with loose key stops, including exposed flush valves with integral stops. 18.5 Lavatories and urinals shall be supported by concealed arm, floor mount carriers within wall construction as manufactured by Wade or Zurn. 15400 -7 18.6 Fixture carrier shall be properly installed and secured. 18.7 Water cooler shall be Elkay, Oasis, Halsey - Taylor, Haws, Sunroc /Western or Cordley. 19.0 Plumbing Fixture Schedule 19.1 The following is a list of the fixtures specified for the project: 19.2 Fixture A - Water Closet - Eljer "Newark" No. 111 -0505, Kohler "Anglesey" No. K- 4486 -ET or American Standard, "Neolo" No. 2529 -014 vitreous china, wall outlet, floor set, siphon jet, elongated water closed complete with Sloan Royal 116 flush valve and white solid plastic open front seat with self - sustaining check hinge. 19.3 Fixture B - Water Closet - (Handicapped) - Eljer "Auburn Watersaver" No. 111 -1405, Kohler "Anglesey" No. K- 4430 -ET or American Standard "Afwall" No. 2477.016 vitreous china, wall hung, siphon jet, elongated water closet complete with Sloan Royal 116 flush valve and white, solid plastic open front seat with self - sustaining check hinge. Mount fixture with top of seat 18" from the finished floor. 19.4 Fixture C - Urinal (Handicapped) - Eljer "Savong Watersaver" No. 161 -1090, Kohler "Fresman" No. K- 4985 -T or American Standard "Trimbrook" No. 6560.015 vitreous china, wall hung siphon jet urinal complete with Sloan Royal No. 186 flush valve. 19.5 Fixture D - Lavatory (Handicapped) - Eljer "Delwyn" No. 051 -1848, Kohler "Greenwich" No. K -2030 or American Standard "Heritage" No. 0360.057, 20" x 18" vitreous china, wall hung lavatory complete with Chicago Faucets No. 404A -E12 with No. 369 lever handles and open grid strainer. Provide 1 -1/4" x 1 -1/2" cast brass P -trap and loose key supply stops. Insulate all exposed piping below fixture with 1/2" Armaflex II. Keep fittings below fixture as high as possible. Fixture shall be mounted with 29" clear bottom of fixture to finished floor. Provide Wade, Zurn or Smith concealed arm carrier. support. 19.6 Fixture E - Janitors Service Sink - Fiat Model F1 -1, or approved, 22" x 21" x 13" deep molded stone sink, with four self - leveling legs; supplied with loose key stops; tailpiece; rubber plug with beaded chain; Kohler K -7730 chain stay; and Chicago No. 891 faucet with GN- 2B -VB -E2 swing spout with vacuum breaker and hose end. 19.7 Fixture F - Electric Water Cooler (Handicapped) - Elkay No. EHF -8 Oasis, or Haws, wall mounted electric water cooler. Provide 1 -1/4" x 1 -1/2" cast brass P -traps and loose key stop in supply piping. Mount fixture with basin rim 34" above finished floor. Color of vinyl laminated cabinet to be selected by the Architect. 19.8 Fixture G - Sink (One Compartment) - Elkay "Lustertone" No. Lr -1918, Just or Zeigler Harris, self- rimming, 18 gauge, stainless steel sink, 3 hole punched, complete with Chicago Faucets NO. 201 faucet fitting with 369 lever handles and LK -18B stainless steel open grid strainer for 3 -1/2" opening, 1 -1/2" x 1 -1/2" cast brass P -trap, and loose key supply stops. 19.9 Fixture H - Kitchenette Disposer - In- Sink - Erator Model 333/SS, 1/2 horsepower, 1725 rpm 115 volt, 60 cycle, 6.7 amp. Mounting assembly shall fit standard sink opening of 3 -1/2" to 4" and be provided with one piece stopped. Waste outlet 1 -1/2 ". 20.0 Water Heater - WH -3 20.1 Provide and install where indicated on the drawings, State Industries, Lockinvar, Bradford White, Rheem or Ruud glass -lined electric water heaters. Units shall operate on 208 volt, single phase. Recovery @ 1000 F. Tank Capacity Temp. Rise Water Heater (Provide shelf on wall) 20 15gph 21.0 Oil Interceptor 21.1 Provide and install where indicated on drawing Jr. Smith; #8535, Wade #W -5300, Josam #GX -50. Provide rust resistant coat, steel extension, flange and flashing clamp and gravity drain plugs. SECTION 15450 - REFRIGERATION PIPING 1.0 REFRIGERATION PIPING 1.1. All work described in this section shall be performed only by skilled refrigeration mechanics. 1.2 Field fabricate refrigeration Piping. 1.3 Workmanship on these systems must be GOOD and cleanliness of the piping systems is mandatory. Remove and replace work that does not meet this criteria at no cost to the Owner. Owner determines whether the work meets this criteria. 1.4 Piping shall be Mueller Streamline ACR or Reading hard drawn factory sealed nitrogen charged special refrigeration duty copper tubing. Fittings: Mueller or Nibco wrought copper long radius refrigeration type. 1.5 All piping joints shall be brazed with material with minimum melting temperature of 10000 F. 1.6 Fill piping with oil pumped dry nitrogen during all soldering operations. 1.7 Build up 20 PSIG in system with R -22 and then increase pressure to 150 PSIG in suction piping with 350 PSIG in high side piping with dry nitrogen. Tap all fittings with rubber mallet. Leak test with Halide torch. Repair any leaks discovered by completely remaking the leaking joints. Repeat procedure until system is proven tight for a 24 hour period. 1.8 Bleed off pressure and evacuate system to .1" HG absolute, measuring same with Zimmerli vacuum gauge or manometer. Break vacuum by injecting R -22 into system at farthest point in piping from compressor. Re- evacuate to .1" HG absolute. System must hold this vacuum for 15 minutes. repair leaks as required until it does. Charge system with proper quantity of refrigerant. 1.9 Refrigerant shall be DuPont "Freon" or Union Carbide "Ucon ". 1.10 Cover all suction piping (indoors and outdoors), fittings, valves, etc., continuous through sleeves, hangars, etc., with 1/2" FR /Armaflex 22. Installation shall be condensation -free, and installed according to manufacturer's recommendations. 15450 -1 1.11 Pipe hangars, where needed: Grinnell #260 clevis type, 5' -0" on center, securely attached to building construction. 1.12 Pipe Support: Attach lines securely along pad /floor equipment /structure to prevent movement. Support in manner that lines do not hang from evaporator connections or block access to filters, controls, etc. 1.13 Bracket all refrigerant pipes located exposed outdoors rigidly so that piping cannot be damaged by stepping on it. 1.14 Trap oil in suction line at evaporator coil. No other coil traps permitted. Provide suction risers, check valves, solonoid valves, or other devices required in piping system by manufacturers installation instructions. SECTION 15460 - GAS PIPING 1.0 General 1.1 The Utility Company will furnish and install a gas service complete with regulator and meter as shown on drawings. Verify work limits with Utility Company. 1.2 Connect to the gas service at meter outlet and furnish and install all pipe and fittings to all gas users. 1.3 Gas pipes to be a minimum of 3/4" size; where fixture connections are less than 3/4 ", reduction shall be made close to fixture using reduction fittings. 1.4 Confirm all gas piping rough -in dimensions for all equipment with the shop drawings of the equipment manufacturer before installing service. Every equipment item requiring gas shall have approved shut -off valve. 2.0 Submittals 2.1 Items to be submitted, specified elsewhere, are as follows: 2.2 Product Data: Pipe and Fittings Regulators Safety Controls Unit Heaters Sealants Protective Tape 2.3 Certificate of Compliance: U.L. AGA ASHRAE Standard 90 3.0 Piping Materials 3.1 Comply with Section 15050. 3.2 Provide products complying with ANSI Z 223.1 "National Fuel Gas Code" (NFPA Standard No. 54), where type is not indicated. 3.3 Pipe shall be schedule 40 black pipe. Fittings to be 125# black malleable. Secure all piping in a thorough manner with approved hangars, bolts and screws, as specified under hangars. 15460 -1 3.4 All piping shall be laid with continuous fall to properly drain. Furnish an 8" leg, capped for draining purposes. 3.5 Provide a main gas shut -off lubricated plug valve at outlet of gas meter before entering building at full pipe size - Walworth #1796. 4.0 Installation of Piping System 4.1 Comply with Sections 15050 and 15060. Install piping products in accordance with manufacturer's written instructions, with appplicable installation requirements of ANSI Z 223.1, and the Uniform Plumbing Code. 4.2 Use sealants on metal gas piping threads which are chemically resistant to LP and natural gas. Use sealants sparingly and apply to only male threads of metal joints. 4.3 Ground gas piping electrically and continuously within project, and bond tightly to grounding electrode. Buried bare metal piping is acceptable as a grounding electrode. 4.4 Install drip -legs in gas piping at each piece of equipment and each vertical rise in piping. Install "Tee" fitting with bottom outlet plugged, or capped, at bottom of pipe risers. 4.5 Use insulated couplings where dissimilar metals are joined underground. 4.6 Verify gas delivery pressure and coordinate with gas utility company as necessary to interface gas piping with gas service supply work. 4.7 Connect fuel gas piping to equipment in manner shown; comply with equipment manufacturer's instructions where not otherwise indicated. 4.8 When gas delivery pressure exceeds 9" W.C. all gas fired equipment shall be equipped with pressure reducing valves. 5.0 Quality Control 5.1 All gas piping shall be installed in accordance with latest edition of NFPA Codes 54 and 58, including amendments thereto. 15460 -2 Fuel Gas Piping Tightness Test: Prior to initial operation, test and. purge fuel gas piping in accordance with ANSI Z 223.1, "National Fuel Gas Code and the Uniform Plumbing Code." 6.0. Project Close Out 6.1 Provide Test Data, Operating and Maintenance Manuals, Certificates, Guarantees and Perform Tests and Demonstrations required in Section 15010. SECTION 15500 — FIRE PROTECTION 1.0 General 1.1 The work in this section consists of furnishing a complete design, and all materials, accessories, tools, equipment, transportation, labor, services and performing all operations necessary to complete the Fire Protection System for this project. Provide all fire protection in place complete. Cooperate fully with other trades. 1.2 Provide piping to Fire protection Systems as per State and local requirements and in accordance with NFPA 13 and the Fire Marshal for the system as follows: 1.2.1 Backflow preventer assembly 1.2.2 Bulk feed main 1.2.3 Branch mains 1.2.4 Upright and pendant sprinkler heads 1.2.5 Flow alarm device 1.2.6 Fire department connection 1.3 This consists of a complete system in accordance with NFPA No. 13 and the requirements of the Fire Marshal and the Owner's insurance carrier (confer with Owner's representative). 2.0 Work Not Included 2.1 Specific references are made in this Contract Division of the Work, to work to be performed by other Contractors under the Contract Division of the Work. 2.2 Some of the items which will be furnished under another Division of the Work are: 2.2.1 Electrical connection to sprinkler alarm system. 3.0 Shop Drawings 3.1 Shop drawings are required on the following: 3.1.1 Pipe and fittings 3.1.2 Backflow preventer assembly 3.1.3 Fire department connection 3.1.4 Valves 3.1.5 Heads 3.1.6 Flow alarm switches 3.1.7 Hangars and supports 3.2 All shop drawings shall have rough -in dimensions, connection sizes and any installation requirements. Submit complete calculations for Fire Protection System. 15500 -1 4.0 Sprinkler System 4.1 The Fire Protection Contractor shall design, furnish and install an automatic sprinkler system all in accordance with local and state requirements and in strict accordance with NFPA and the Fire Marshal. 4.2 Furnish necessary labor, materials and equipment for a completely automatic sprinkler system. 4.3 The Fire Protection Contractor shall prepare working drawings showing all work as it is to be installed and copies shall then be submitted to the Fire Marshal for correction and approval and to Owner's insurance carrier. 4.4 The arrangement of piping in the system shall be substantially as shown on the drawings, not withstanding the requirements outlined in paragraph 4.1 above. 4.5 Under no circumstances will a direct connection between the sprinkler system and sewer or waste systems be permitted without vacuum breaker or other positive protection against contamination of the water supply by back siphonage or stoppage of the drainage lines. 4.6 Sprinkler heads shall be arranged symmetrically with walls, lights, and other construction, and so as not to interfere with ducts, piping and lights, all as approved by the Owner. Heads shall be installed in upright or pendant position, as indicated. Escutcheons shall be provided for each head to meet code requirements and to match chrome heads. 4.7 Sprinkler heads in finished areas shall be chrome - plated, flush mounted heads. 4.8 Sprinkler heads in unfinished areas, such as Mechanical Rooms, may be rough - finish brass heads in upright or pendant position as indicated on the plans. 4.9 Unions 2 inches and smaller shall have malleable iron body with brass to iron ground joint Grinnell, Crane, or Walworth. 4.10 All unions 2 -1/2" in size and larger shall be companion flanges. Flanged unions shall be screwed on type. All flanges shall be cast iron flanges constructed for 150 pounds working pressure. 4.11 All sprinkler piping shall be installed by a Contractor qualified by the State of Washington to do sprinkler work. 4.12 All sprinkler heads shall be approved solder type and shall be inspected to insure a melting point of 135 degrees above areas not subject to excessive heat. The fusible links adjacent to heating mains, and other locations subject to 15500 -2 excessive heat shall be intermediate rating heads having melting point between 165 and 212 degrees F. 4.13 Screw threads shall be clean cut tapered threads, made up with red lead and oil applied to male threads only. Flanged joints shall be made up with gaskets. 4.14 Provide where required a 1 inch valved inspectors test pipe, with pressure gauge, and discharge onto roof to a drain where shown on drawings. Pressure gauge shall also have shut -off valve and petcock for draining. 4.15 Sprinkler pipe and fittings shall be light wall Schedule 10 for pipe thru 6" and standard weight Schedule 40 pipe for larger than 6 ", with Victaulic, Wheeler, Gustin- Bacon, or Slip -lock mechanical couplings, or standard cast iron sprinkler fittings. Reduce pipe size with reducing fittings. No bushings will be permitted. 4.16 It is the intent of the sprinkler layout that the system be completely turnable with a minimum number of drains and valves. Where building construction or other interference require additional drops or risers, all auxiliary drains and valves required shall be provided by the Contractor. 4.17 Provide automatic ball drip for draining piping to siamese connections. 5.0 Painting 5.1 This contract includes furnishing all labor, materials, tools, and scaffolding necessary for, or reasonably incidental to, the completion of the painting work. This includes, basically, pipe supports, pipe anchors, and pipe identification. 5.2 All painting shall be done by competent painters. 5.3 All surfaces shall be thoroughly cleaned of all foreign material before paint is applied. 6.0 Valves 6.1 All valves shall be Underwriter's approved, outside screw and yoke (OS &Y). Valves shall be designed for operation with not less than 175 pounds working pressure and of a type permitting repacking while under pressure. 6.2 Where globe valves are required, they shall be of the same materials and jointing as those specified for gate valves. Globe valves shall be renewable composition discs. 6.3 All flange connections shall be made up with an approved high pressure special type asbestos graphited 1/16" sheet packing. 15500 -3 6.4 7.0 7.1 Gaskets shall fit inside of bolt holes for all lines. Backflow Preventer Assembly (Fire System) Furnish and install in the fire service main, as indicated, a Cla -Val Co. Model D. AWWA C506, UL approved, double check valve assembly. 8.0 Valve Supervision 8.1 All fire protection system valves controlling water supplies to sprinklers, regardless of size of valve, shall be locked open with nonbreakable shackle locks. When exposed to the weather they shall be bronze body. Key distribution to be limited to those directly responsible. 9.0 Dry Pipe Valve 9.1 Dry pipe valve shall be cast iron, differential type, 175 PSI (water) rated working pressure, flanged ends complete with drip check valve, drain cup, reset bar, alarm test shut -off valve, drain check valve, acceiertor, gauges and air pressure maintenance device, Reliable Model D or approved. 9.2 Air Priming Circuit: The Compressed air piping system shall be galvanized steel, Class I. 9.3 Provide air compressors to deliver air supply to all deluge. valves. Compressor shall be as indicated on drawings and include dehydrator, relief valve, shut -off valve, and low pressure alarm switch. Manufacturer, Reliable Model F13 -A -BS, or approved. 9.4. Provide automatic air maintenance device to maintain correct pressure and unload compressor during off cycle. Manufacturer, Reliable Model B -1 or approved. 10.0 Fire Department Connection 10.1 Furnish and install Allenco No.276 modified, Norris Industries No. 361 or Elkhart No. 166 flush wall siamese with clapper valves. Provide brass straight way pattern automatic ball drip between check valve and wall outlet. Finish to be polished chrome. 10.2 Coordinate threading with local Fire Department. „,„ 11.1 This Contractor shall provide 6 spare sprinkler heads of each type installed located in a metal wall cabinet indicating contents and shall include wrenches and temporary sprinkler plug in accordance with NFPA recommendations. 12.0 Flow Alarm Devices 12.1 Furnish and install where indicated, a Notifier Co. Series WFD, vane type, UL listed, waterflow detector and switch with adjustable pneumatic retard element. Switch shall have a rated capacity of 7 amps at 125 volt A.C. 13.0 Materials,Workmanship and Labor 13.1 All materials and equipment shall be new and shall be installed and completed in a first class workmanlike manner. 13.2 The Owner reserves the right to direct the removal and replacement of any item which, in his opinion, does not present an orderly and reasonably neat and workmanlike appearance without additional expense to the Owner. 13.3 All work will be subject to the Owner's test and approval. 14.0 Wiring of Alarm Switches 14.1 Flow Alarm Switches 14.1.1 This Contractor shall furnish and install all flow alarm switches as hereinbefore specified. 14.1.2 The Electrical Contractor shall furnish and install all wiring from the fire alarm control panel to the flow alarm switches and make all final electrical connections to same. 15.0 Drains 15.1 The entire sprinkler system shall be turnable in accordance with NFPA standards. Drain valve locations shall be provided with standard hose threads for attaching a drain hose extension. 16.0 Sterilization of Service Main 16.1 Before placing in service, the sprinkler service main shall be chlorinated. The method to be used shall be any one of the methods set forth in Section 17 of the AWWA Standard Specifications, Volume 30, No. @, February, 1938 including amendments thereto. 15500 -5 17.0 Testing Sprinkler System 17.1 All piping shall be tested for1 leaks, and approved by the Owner. 17.2 At such time as the Owner may direct, the Contractor shall cap all open connections in all of the sprinkler piping to be tested with water at 200 psi gauge pressure registered at ground floor level. A suitable air chamber shall be attached to the system and compressed air introduced so as • to maintain the test pressure throughout the test. The systems shall be carefully inspected and all defective material replaced and leaks repaired. Leaky joints shall be tightened by remaking the joint. Caulking with a caulking tool and the use of wicking, lead or tinfoil will not be , acceptable. The pressure test shall be repeated until the systems are proven tight and hold the test pressure for a minimum period of 2 hours without variation in pressure except that which is due to changes in temperature. 17.3 All tests shall be made in .the presence of the Owner and the work shall meet with his approval. Any preliminary tests which the Contractor may make without tests being observed will not be accepted as fulfilling the requirements of these specifications, irrespective of the alleged results. 17.4 • Notify Owner 48 hours in advance of testing. , . SECTION 15650- COOLING TOWERS 1.0 General 1.1 Work Included: Cooling Tower Chemical treatment, Cooling Tower Pan water Glycol - Condenser water 2.0 Submittals 2.1 Submit shop drawings and product data in accordance with Section 01300. 2.2 If other than a BAC tower or cooler is proposed as an alternate, it must be done at time of bid and under the following conditions: Submit a certified copy of tests performed on the type of substitute tower or cooler proposed to confirm that the capacity of the alternates are equal to or better than the capacity required. The tests shall be per the Cooling Tower Institute test procedure in CTI Bulletin. ATP -105. 2.3 Submit manufacturer's performance guarantee letter in accordance with Section 01300. 3.0 Delivery of Equipment 3.1 Factory assemble entire unit. For shipping, disassemble into as large as practical subassemblies so that minimum amount of field work is required for reassembly. 4.0 Products 4.1 Acceptable Cooling Tower Manufacturers: Baltimore Air Coil. 4.2 Cooling Tower 4.2.1 Model number, capacity, and motor horsepower shall be as scheduled or otherwise indicated on drawings. 4.2.2 Provide extended surface coils for water conservation and plume elimination. 4.2.3 Provide "Energy Miser Fan System" so that low horsepower motor operates the fans at approximately 2/3 fan speed. 4.2.4 Provide fan scroll dampers for capacity control. 4.2.5 Provide electric immersion heaters sized to prevent sump freezeup, per manufacturer's recommendation. 5.0 Chemical Treatment, Cooling Tower Pan Water 5.1 Provide Water Treatment Specialist Meter -Matic System No. 35, and electric cycle- controlled, chemical feed and bleed system with chemical pump, 50- gallon chemical tank, chemicals, and service. 5.1.1 Chromate compound type treatment is not acceptable. 5.1.2 The water treatment system shall be guaranteed to be effective in preventing the formation of scale and corrosion. In the event that cleaning of the system becomes necessary during the "service" period (see below), the Contractor shall clean the system free of charge. 5.1.3 Any damage to equipment incurred as the result of water treatment will be the responsibility of the Contractor, and repairs shall be made at his expense. 5.2 Feed Equipment 5.2.1 Makeup meter monitor sized to suit makeup line with totalizing register. 5.2.2 Control panel Mogul TP -3CPS. 5.2.3 Automatic bleed valve sized to suit makeup line. 5.2.4 Bleed regulating valve. 5.2.5 Corporation cocks and nozzle assemblies. 5.2.6 Chemical tank, agitator, and pump assembly No. 8281 -11 (0.83 GPH at 100 PSI) with liquid level switch No. 1429. 5.2.7 Suction and injection tubing. 5.3 Valves: Schedule 80, Type 1, PVC. Threaded or weld socket ends. Control valves, manual ball type. Check valves, ball type, with o -ring seats. 5.4 Operation 5.4.1 The system shall pump any particular chemical formula so that a change'in formula will not require system alterations. Maintain control by an impulse water meter in the makeup line preset to deliver one impulse for each measured volume of makeup water. Transmit each impulse to an impulse counter in the control panel. 5.4.3 The chemical volume shall be adjustable at the pump head. Determine both of the settings by chemical analysis of the raw and tower waters. Regulate the bleed percentage by the reset time. When the settings are determined by testing, the bleedoff shall remain a constant factor. 5.5 Chemical Treatment: Corrosion, scale, and algae control. One year supply of chemicals for continuous treatment. Complete water analysis of makeup water and complete treatment analysis of cooling tower pan water each month. 6.0 Condenser Fluid 6.1 For initial system fill, provide a 40 percent glycol /water solution. 6.2 Provide one 55 gallon drum of full strength glycol - Dow Chemical SR -1 with rust inhibitor. 7.0 7.1 Execution Towers Install in location shown on drawings. Install in accordance with manufacturer's instructions. Install electric heat tape on pipes as shown on drawings or required. See Section 15400 for electric heat tape. 7.2 Chemical Treatment - Cooling Tower Pan 7.2.1 Install makeup monitor in tower makeup line, and run bleed line from water circulating lines to a nearby drain. Install wiring from impulse meter on makeup monitor, chemical pump, and bleed valve to control panel. Locate as indicated on drawings. 7.3 Glycol System: At completion of system fill, and after 4 hours operation of system pumps, sample fluid in system for freeze point. Adjust solution strength as required for 00 F. freeze protection. END OF SECTION 15650 -3 SECTION 15691 - MODULAR COOLING UNITS (MCU) 1.0 GENERAL 1.1 Install Owner furnished direct expansion, Data Processing Modular Cooling. Units as indicated on the drawings and as specified herein. 1.2 Modular cooling units will be shipped directly from the manufacturer, freight prepaid, to a destination to be named by the Contractor. The Contractor shall be responsible for receiving, unloading, storing and reporting any shipping damage or shortages to the freight carrier and Owner. External damage shall be noted on the freight bill at the time of delivery. Open and examine each carton for concealed damage and report same to the freight carrier within 48 hours. All costs of repairs of unreported concealed shipping damage shall become the responsibility of the General Contractor. 1.2.1 The Contractor shall compare the equipment received with the equipment specified in the contact documents at time of delivery. Report any discrepancies to the Owner promptly. 1.2.2 All costs for moving the equipment from the Contractor selected destination to the job site, in event of offsite storage, shall be the responsibility of the Contractor. The Owner will attempt to schedule delivery according to the Contractor's schedule but makes no guarantee in this respect. Store all Owner furnished material in a dry and secure location. Keep covered and /or protected from damage. 1.2.4.: A manufacturer's representative is notified and is scheduled to contact the contractor prior to arrival of the shipment. This representative will assist the contractor in resolving any problems regarding cost of repairing shipping damage, shortages, or equipment discrepancies or defects. This representative will be available to answer_ questions concerning the equipment or installation. If this contract has not been made and assistance is needed, call the local Liebert representative, Don Bartold (206) 822 -0200. Otherwise call Liebert (614- 438 - 5717), Dave Reed or Scott Hrabcak; or SEPCO, Inc. (309- 692 - 2685). 15691 -1 2.0 MATERIALS 2.1 Floor mounted units are self contained fan, coil, compressor/evaporator units with detached, louvered sheetmetal top mounted supply air plenum and remote, outside condenser(s). Some units, when scheduled, will have an internally piped and wired humidifier and humidistat. 2.2 The number of units will come with internal electric controls, control transformer, fan and compressor contractors. The contractor shall provide any additional controls and relays as shown on the plans. Internal wiring changes or connections, if any, are so indicated on the plans and/or in the sequence of operations. 3.0 INSTALLATION 3.1 Locations for the modular cooling components are shown on the drawings and shall be verified with the Owner. 3.2 The Contractor shall install and connect such Owner furnished optional equipment as scheduled on the plans and wiring diagrams. 3.3 Install the supply air plenum on top of the MCU. Mount the leg stand and power connection panel on the condensing unit per manufacturer's instructions. 3.4 Provide such items as copper condensate lines, refrigerant piping (per 15900), pressure relief lines, • pipe hangars (per 15090), pipe insulation and any additional refrigerant required. When a humidifier is scheduled, coordinate the water piping connection with the Plumbing Contractor. 4.2. 3.4.2 15091-2 If operational difficulties with the equipment do occur, the Contractor shall make every effort to determine the cause. If due to the Contractor's work or installation error, the Contractor shall make corrections or repairs at his own expense. If the cause is due to equipment malfunction, the Contractor shall advise the Liebert representative and provide an estimate of the cost to correct the problem prior to making any repairs. The representative will provide direction and approve the work. Contact Liebert or SEPCO, Inc., if the latter procedure should prove unsatisfactory and advise the Owner promptly. 4.3 The Contractor shall demonstrate the operation • of the equipment and the related control.system.in the room to • the Owner. Each function of system operation • specified. in Section 15951 shall be tested and demonstrated and any difficulties corrected until the system functions as specified. The Contractor shall ::warrant: his.: material and workmanship from the point of connection to.'the Owner furnished . equipment for the duratiom of the contract warranty. The warranty of the Owner furnished equipment shall be provided directly to the Owner by manufacturer. Operation and Maintenance Provide 0 & M information. Conform to Section 01010 - 7.0. END.:OF SECTION SECTION 15710 —WATER HEATING SYSTEM 1.0 Description 1.1 Provide all hot water heating equipment for office in Mechanical Room. 1.2 Related Work Specified Elsewhere: General Mechanical Requirement Insulation Air Distribution System Air Handling Equipment Control Systems HVAC Balancing O Section 15050 15180 15860 15890 15950 15990 1.3 Conform to Division 1. 2.0 0 Submittals '2.1 0 Items for which submittal requirements apply, specified elsewhere are as follows: 2.1.1 Shop Drawings: Heating Coil Piping Hot water heating pump installation and piping 2.1.7 2.1.3 Product Data: Pump Pump Coupling Piping Specialties. Boiler Instruction Manual Certificates of Compliance: U. L. AMCA AGA 3.0 In-Line Water Heating Pumps 3.1 Manufacturer: Bell & Gossett, Armstrong, Taco or approved. 3.2 3.3 3.4 Type: Centrifugal, horizontal shaft, in line type, flanged connections, horizontally-mounted, motor-driven. Shaft Seals: Mechanical, ceramic-carbon faces with Buna-N below. Construction: Casing, cast iron; impeller, bronze; shaft, ground and polished steel or 416 stainless steel; pump bearings, bronze, sleeve, oil lubricated. 15710-1 3.5 Coupling: Drive Coupling - Noise dampening flexible type. 3.6 Service: Pump volute shall be arranged to permit removal or servicing of pump internals without disturbing pipe connections. 3.7 Efficiency and Head Curve: Pump selection shall be made at not less than 2/3 the flow rate at maximum efficiency and with a drive motor sized to operate at any point on the pump curve for the impeller selected. 4.0 Piping 4.1 Piping shall be as specified in Section 15050. 5.0 Hot Water Specialties 5.1 Manufacturer: Bell & Gossett, Taco, or Amtrol. 5.2 AS -1: Two inch air separator - model R -2, 56 gpm capacity. 5.3 AT -1: Air tank - model 15, 15 gallon with 1/2 inch gauge glass tappings. Unit constructed in accordance with ASME Code and stamped with 125 psig design pressure. 5.4 TF -1: Tank fitting - model ATF -12. 6.0 Water Heating Boiler 6.1 Manufacturer: A. 0. Smith Company 6.2 Model number and capacity shall be as scheduled or otherwise indicated on drawings. 6.3 Boilers shall be design certified by and bear the seal of the American Gas Association. 6.4 Boilers shall be constructed in accordance with the provisions of Section 4 of the ASME Pressure Vessel Code, and be stamped with the required official ASME symbol. 6.5 Boiler shall comply with insurance requirements. 6.6 Boiler shall be equipped with, but not limited to, the following: Auxiliary low water cut off. Alarm horn. ASME safety relief valve. 15710 -2 7.0 Execution 7.1 Installation: Install pumps, equipment and accessories as indicated and specified. 7.2 Manufacturer's Instructions: Install all equipment in conformance with manufacturers' instructions. 7.3 Equipment Installation: Necessary supports shall be provided for all equipment, appurtenances, and pipe as required; these include frames or supports for pumps, and equipment items requiring supports. 7.4 Support Attachments: Provide anchor bolts or expansion anchors embedded in the concrete floor. Provide steel shims and grouting under each base - mounting point. 7.5 Connections at Pumps: Provide a taper -type reducer fitting at each pump inlet or outlet which is of different size than the adjacent piping. 7.6 Piping System: Piping installation shall be as specified in Section 15050. Tests - Prove system tight at 1 -1/2 times operating pressure or 75 PSIG, whichever is greater, water pressure for minimum of 2 hours duration; witnessed by Engineer. 7.7 Cleaning System: At completion and following initial operation, the system shall be drained, then filled with a minimum mixture of water and trisodium phosphate, 1 ib. for each 50 gallons of water which shall be circulated for 2 hours, then drained and flushed. 8.0 Project Closeout 8.1 Provide Test reports, instruction of Owner's personnel; Certificates of Approval•and /or.Completion; guarantees and warranties; operating and maintenance manuals; and As -Built drawings per Section 15050. SECTION 15750 - HEAT TRANSFER 1.1 Requirements Include 1.1 HVAC Contractor: Provide and install heat transfer systems as shown on the drawings and as specified. 1.1.1 Work includes, but is not limited to, the following: 1.1.1.1 Electric cabinet unit heaters 1.1.1.2 Electric horizontal discharge unit heaters 1.2 Work Not Included: 1.2.1 Materials, equipment or final connections to items of equipment specified or noted on the drawings to be furnished or executed under another contract. 2.0 Quality Assurance 2.1 Use only new materials and apparatus of the specified design and manufacturer. Furnish all materials in accordance with latest ANSI, AWWA, ASTM, NFPA, ARI, ASME, IBR standards and other applicable standards or codes. 3.0 Submittals 3.1 See Division 1 for Requirements. 4.0 Electric Unit Heaters (Cabinet Type) 4.1 Provide and install cabinet unit heaters. 4.2 Cabinets shall be constructed of 16 gauge furniture steel, except backs, which may be 18. gauge. Fronts shall be removable for easy access to motor, blower, heating element and controls. All parts shall be bonderized and finished with factory applied baked enamel finish, color selection by the Owner. 4.3 Electric heating elements shall be sheathed with helical fins brazed to the steel sheath. Finish shall be high heat aluminum. 4.4 4.5 4.6 Provide units with overheat protection, integral relay and thermostat. Multi -speed fan switches shall be factory mounted inside unit. Fans shall be centrifugal type, direct connected to 2 -speed motor. Motors shall be tap wound permanent split capacitor, highest efficiency. 15750 -1 4.7 All wiring devices with controls shall be concealed inside the cabinet. 4.8 All units shall be furnished with a steel filter frame to receive disposable filter media by American Air Filter, Farr or Continental. Provide a quantity of filter media sufficient to replace media furnished with the units and change all media at the time of occupancy of the structure. 4.9 Each heater shall be cycled by the respective thermostat (Honeywell T874A). 4.10 Acceptable manufacturers: American Air Filter, Chromalox, Trane. 4.11 Forward shop drawing submittals to the Owner for review. 5.0 Gas Fired Unit Heaters 5.1 Unit heaters shall be as scheduled on the drawings, no substitutes. 5.2 Each unit heater shall have: 5.2.1 Totally enclosed motor 5.2.2 Direct drive propeller fan with fan guard, etc. 5.2.3 Provide manufacturer's standard heat exchanger warranty - minimum 10 years 5.2.4 Transformer for controls 5.2.5 Primary air adjustment 5.2.6 Thermocouple -type pilot.with 100% safety shut -off 5.2.7 Suitability for 1000BTU /cu.ft. natural gas unless specifically noted differently on the plans. Provide gas conversion kit installation if required. 5.2.8 Gas pressure regulator with single stage gas valve unless specified otherwise. 5.2.9 5.2.10 5.2.11 5.3 Horizontal and vertical louver -fin diffusers AGA label Thermostat - See Section 15950 Unit heaters shall be suspended from structural angles which span two or more structural members. Secure the angles to prevent movement and secure the heater in a manner to prevent swinging. 5.4 Mounting height of unit heater shall be 8' -0" above finished floor. Maintain code and /or manufacturer's recommended clearances from walls and ceiling. 6.0 Breaching and Flues 6.1 Installation of breaching and flues shall conform to requirements of NFPA #54, current publication. 15750 -2 6.2 6.2.1 6.3 Vertical flues shall be UL labeled, Metalbestos: RV or QC with galvanized outer wall and aluminum liner. Equipment by Duravent, Metl -Fab or Metivent will also be acceptable if approved by Owner. 6.4 Provide storm collar; roof flashing; base support, securely attached to building construction; tees; elbows, caps, etc., as required. (Roof flashing on flat roof by others). Flue caps shall be Breidert Type L, or Acme with aluminum construction and 1/2" mesh birdscreen. 6.5 6.6 6.7 Horizontal breaching and vent connectors shall pitch up in direction flow, 1/4" per foot minimum. Terminate flues with bottom of flue cap 2' -0" minimum above roof. This minimum height may be used provided that vent is not less than 8 feet from any vertical wall and the height complies with all applicable codes. 6.8 Install gas tight sleeve through the second floor and roof deck. Size the sleeve diameter close to the flue size but allow clearance for future replacement and as required by code. 6.9 Vent Connectors between equipment and vertical flues or main horizontal collector breaching shall be 26 gauge galvanized steel. Main horizontal collector breaching shall be of same construction as flue. A minimum height of 5 feet is required for gas vents measured from the draft hood outlet of the appliance. Hang, support or brace flue and /or manifolds with sheet metal straps. Bolt the strap tightly around the pipe and support from the structure. Do not use screws or any type of penetrating fasteners into flues and breachings. 7.0 Cleaning the System 7.1 At completion of installation and before final capacity tests are conducted, thoroughly clean all grease, oil and dirt from all parts of the new system in a manner satisfactory to the Owner. 15750 -3 7.2 Care shall be taken not to get dirt and grease on floors or walls, and repair all' damages 'done to the satisfaction of the Owner. 7.3 After a period of these operations, make good all defects and damage that may have developed in the equipment and apparatus as a result of the cleaning -out process, and put the apparatus in first class working order, after cleaning and replacing all dirt pockets. SECTION 15820 - EXHAUST FANS 1.0 General 1.1 Furnish and install exhaust fan system(s) complete as shown on the drawings and as specified herein. 1.2 Such materials as duct work, louvers, fire dampers, access doors, duct liner, flexible connections, self action shutters (SAS), where shown on plans or specified, shall conform to 15860. 1.3 Power wiring, conduit, disconnects, TT switches, final connection and such items as required for a complete working system are by the electrical contractor - See Section 16010. HC shall coordinate installation with EC. 1.4 Motor: Provide manufacturers standard motor. See schedule on plan for required voltage, RPM, CFM and horsepower. 1.5 Self acting shutter (SAS): Provide shutters where shown on plans. Provide manufacturers standard or optional shutter installed in a workable, accessible location or provide and air balance "Series 1000 ", 16 gauge extruded aluminum blades and frame with oilite bearings. 1.6 Access Doors (AD): Provide a duct access door near each shutter (or fire damper, if specified), located and sized to permit easy access and service. Doors must be large enough to reset fire dampers and change fuse link when specified. 1.6.1 Where required for service access, provide access panels or access doors in building construction. 1.7 Submit shop drawing for: Each type and size of exhaust fan specified in the building. Controllers or thermostats as shown on plans. Self Acting Shutters. 2.0 In -Line Fans 2.1 Manufactures: Greenheck, Carnes. Self contained packaged direct drive centrifugal fan with all steel, baked enamel finish, acoustically lined cabinet enclosure with removable access panel and baked enamel finish. 2.1.1 Controls: Where thermostats or remote bulb controllers are specified, set point shall be 90 degree (adjustable). Where motor speed controls are specified, provide manufacturers recommended electronic controller, flush mounted, where shown in electrical drawings. 2.2 Installation:. 2.2.1 Suspend fans with adjustable rods form the structure where indicated or detailed, on plans. Provide rubber -in -shear isolators to assure quiet, vibration free operation. Where hangar rods are long, provide means to prevent lateral movement. 2.2.2 Locate fans and service access in an accessible location, . coordinate with ceiling systems, lights, walkways, etc. 3.0 Roof Ventilators. 3.1 3.1.1 3.1.2 Allow =enough flexible conduit to allow fan removal for service of self acting shutter (SAS). Manufacturers: Provide Cook, Greenheck, Jenn -Air, Carnes, Centrifugal, Low silhouette type. Each unit shall be equipped with motor, bird screen, detachable hood, disconnect switch, and internal wiring post. A11' exposed parts of unit shall be aluminum. Steel supporting parts and .other internal steel framework shall be prime coated and electrotytically isolated. Installation: Attach fan to curb with non - rusting lag screws. Curb by General Contractor - see Architectural plans. Coordinate opening size with other trades. SECTION 15860 - AIR DISTRIBUTION 1.0 Requirements Include 1.1 HVAC Contractor: Provide and install air distribution systems as shown on the drawings and as specified herein. 1.2 Work includes, but is not limited to the following: Filters Ductwork systems Duct lining Fire dampers Dampers Louvers Grilles and diffusers 1.3 Work Not Included: Materials, equipment or final connections to items of equipment specified or noted on the drawings to be furnished or executed under another contract. 2.0 Quality Assurance 2.1 Use only new material and apparatus of the specified design and manufacturer. Furnish all materials in accordance with latest ANSI, ASTM, NFPA, AGA, UL standards and other applicable standards or codes. 3.0 3.1 4.0 4.1 Submittals See Division 1 for Requirements. Disposable Filters Filters for air handling systems shall be 2" flat fiberglass, disposable type to match filter racks. 5.0 Sheet Metal Work 5.1 Provide and install complete systems of supply, return, relief, transfer and exhaust sheet metal ductwork as shown on drawings and as specified herein. All ductwork shall comply with NFPA 90A. 5.2 Forward shop drawing submittals covering duct gauges, construction details, hangars, access doors and panels, fittings and dampers to the Owner for review before fabrication is started. 5.3 Support all risers at floors by means of galvanized angles riveted to the sides of the risers. 15860 -1 5.4 Where ductwork passes through a poured concrete wall or a floor, provide a galvanized sleeve reinforced with galvanized angles or braced as required to prevent distortion of the sleeve. The sleeve shall be installed in all work except openings shown on the Architectural and /or Structural drawing as being framed by the General Contractor. Where the sleeve is required in concrete construction, deliver sleeve to the required locations for installation by the General Contractor or designated subcontractor. Floor sleeves shall extend 1/2" above floor. 5.5 At all points where ducts pass through partitions, walls or floors, seal space around duct with noncombustible material. 5.6 • All ducts shall be of size indicated on drawings. In no case change the indicated size of ductwork without written approval of the Owner. 5.7 Duct sizes as shown on drawings are NET inside area and wherever lining in ductwork is specified increase sizes to allow for lining. 5.8 All ductwork shall be hot galvanized steel sheets, unless otherwise specified. 5.9 All seams in ductwork shall be locked and hammered flat and made airtight. Lap joints with inside lap in direction of air travel. 5.10 Furnish and install airtight access doors of size indicated, where shown on the plans, or wherever necessary to obtain access to volume dampers, fire dampers and filters. 5.11 Support all horizontal ducts up to 46" wide with strap iron hangars, placed down side, turned under bottom of ducts and securely fastened to the building construction in an approved manner. Ducts from 47" up to 70" wide shall have 1 -1/2" x 1 -1/2" x 3/16" angle iron trapeze hangars with 3/8" diameter rods attached to building construction. Space ; horizontal duct supports not more than 8' -0" apart. All hangars and stiffeners shall be galvanized iron. 5.12 Where large ducts are installed on trapeze hangars above suspended ceilings, increase vertical leg of angle 1/2" and increase metal thickness 1/16" to permit attachment of ceiling suspension wire to vertical leg of angle. Rivet or screw angle to duct to increase lateral stabilization. Provide hangars 4' -0" on center. 15860 -2 5.13 Carefully check the arrangement of ducts and dimensions of all working spaces at the building so that there will be no interference with the running of ducts. Carefully lay out all openings in floors and walls. 5.14 Provide flexible connections on the inlet and discharge duct connections of all fans and air handling units, except power roof ventilator. Flexible connections shall be made of 30 oz. woven fiberglass double coated with neoprene and shall have edges firmly rolled into a 24 gauge galvanized iron metal strip to permit fabrication of joints for attachment to ductwork. 5.15 Increase duct sizes gradually, not exceeding 15 degrees divergence or convergence in duct runs. 5.16: Where plenum type takeoffs or runouts are shown, the area of opening into main duct shall be 200% of branch duct area. 5.17 Ductwork: Provide and install a complete system of supply, return, transfer and exhaust ductwork, as shown on drawings and as specified herein. Design pressure shall be 2.00 inch water column positive, 2.00 inch water column negative. 5.18 The following gauges of iron shall be used for ducts, unless otherwise specified: 5.19 4" to 12" wide 13" to 30" wide 21" to 60" wide No. 26 No. 24 No. 22. All ducts 30" or greater in width or height shall be stiffened with galvanized structural angle reinforcing to prevent sagging or buckling and to provide a rigid installation and freedom from vibration and noise. 5.20 , Construct ells, offsets and wye branches with a throat radius no less than the width of the duct. .21 Wherever shown on the drawings or wherever it is impossible to obtain the above specified radius on ells, offsets and wye branches, use approved turning vanes, installed maximum 4" o.c. with frame as recommended by manufacturer or use short radius throats with full radius internal vanes (first vane located in ell one throat radius, second vane located in four throat radii, etc.) Install the turning vanes to provide right angle deflection of air uniformly over the entire duct area. 5.22 Where round ducts are specified as being insulated, use prefabricated ductwork with fiberglass insulation with vinyl or aluminum vapor barrier. 5.23 Access doors in ductwork shall be double steel doors, UL labeled, with 1" thick, 4 -1/2 lb. minimum density fiberglass insulation sandwiched between metal panels. Furnish and install doors complete with angle iron mounting frame, 2 butt type hinges, one cast aluminum kason type latch for each 24" of height or portion thereof, strike -plate and neoprene sponge rubber gaskets. 5.24 Stacks from gas fired equipment shall be Metalbestos all fuel type "B ", complete with flashing sleeves and counterflashing waterproof caps. Install per NFPA 54. 5.25 Construction of ductwork shall conform to SMACNA Duct Construction Standards, 1st Edition 1985. 6.0 Duct Lining 6.1. Furnish and install duct lining for all systems in this contract as specified and as shown on the drawings. 6.2 Employ only skilled mechanics regularly engaged and employed in the application of insulation material. Lining shall be applied in accordance with SMACNA "Duct Liner Application Standard ". 6.3 All acoustical lining inside of ductwork shall be flexible fiberglass blankets with sprayed on neoprene coating of thickness and density, as hereinafter specified. Flame spread rating shall not exceed 50. Lining shall comply with NFPA 90 A. 6.4 Lining shall be applied with neoprene sprayed side to the air stream and shall be secured with full brush or spray coating of fire retardant adhesive. All joints in the lining shall be firmly butted and sealed with adhesive. In addition, on the side of any ducts greater than 18" in width or height, secure lining with adhesive applied split nails, or spot welded studs and 1 -1/2" diameter caps on 12" centers both ways and along all joints and edges of the lining. 6.5 Duct sizes shown are net inside area and all ducts must be increased to allow for lining thickness. 6.6 Line supply ductwork within 15' of the mechanical equipment room with 2" thick 3 lb. density insulation. 15860 -4 6.7 Line all return air ductwork within 15' of the mechanical equipment room with 2" thick 3 lb. density lining. 7.0. Volume Dampers 7.1 Provide balancing and volume dampers at all branches and as shown on the drawings and as required for proper air balancing in ductwork larger than 18" wide and 12" high. The following damper manufacturers are acceptable: Ruskin type CD45, Air Balance Model PA216 or Louvers and Dampers, Inc., Model CD400. 7.2 Balancing dampers in ductwork with maximum dimension of 18" wide to 12" high shall be as detailed on plate No. 2d, Page No. 61 of Duct Manual and Sheet Metal Construction (of SMACNA). 8.0 Fire Dampers 8.1 Fire dampers shall be UL listed and meet all NFPA requirements for primary fire dampers. 8.2 Blade Assembly: Curtain type. 8.3 Fusible Link: 2120 F standard. ' 8.4 Provide fire dampers as follows: 1. Type 1 - Ruskin Model IBD2 Style A, for 1 -1/2 hour rating. 2. Type 2 - Ruskin Model IBD2 Style C, for 1 -1/2 hour rating. 3. Type 3 - Ruskin Model IBD2 Style CR for 1 -1/2 hour rating. 9.0 Louvers 9.1 Provide and install extruded aluminum louvers in walls as shown on drawings and as specified herein. 9.2 Louvers in masonry walls shall have channel frame recessed 1" on sides and top with one.piece extruded aluminum counterflashing sill- frame - bottom blade. 9.3 Louvers in other walls shall have wall flange on sides, top and bottom. 9.4 All louvers shall be constructed of minimum .081 extrusions, with reinforcing bosses and bars as required. 9.5 9.6 9.7 Furnish 5/8" mesh removable bird screens on inside of all louvers, constructed of .063 wire with extruded frames. Louvers shall have anodized finish (finish selection by Owner) . All louvers shall have AMCA rating and label. The manufacturer shall furnish air pressure loss data with all submittals. 9.8 Acceptable manufacturers: Air Balance, Inc., Chicago, IL; The Airolite Co., Marietta, Ohio; American Warming and Vent Co., Inc., Toledo, Ohio; and Vent products Co., Inc., Chicago, IL. 9.9 Forward shop drawing submittals to the Owner for review. 10.0 Air Handling Dampers 10.1 Dampers shall be of all galvanized steel construction; have Teflon, nylon, or Oilite bronze bearings and be of size specified on the plans and be installed where shown. 10.2 All dampers shall be opposed blade; Honeywell Moduflow, Johnson Proportionaire, Barber Coleman, Pacific Air Products or Ruskin as approved. Each shall have Neoprene or Butyl blade edge and side gaskets (spring loaded stainless steel side seals will be acceptable). The dampers provided shall be certified to meet or exceed the following low leakage criteria: 3.5% maximum leakage at 4" H22 4 pressure differential with 1500 FPM approach velacit . Furnish a copy of the certification with shop drawings. 10.3 Installation of each damper shall be coordinated such that the use of short linkage to the motor is possible and that linkage will not interfere with access doors or other control locations. Each damper assembly shall fit and be sealed tightly in its opening or duct to prevent air bypassing and be free of binds. 10.4 Mount economizer control on top of outside /return air damper operator. Install the mixed air capillary tube with manufacturers hardware near the furnace in the mixed air duct. Use rubber grommets where tube passes through duct. Use Honeywell clips and serpentine mount per manufacturers instructions. 10.5 Mount the end switch on the outside /return air damper operator and adjust to cause exhaust damper to open when outside damper opens 30%. 15860 -6 v 11.0 Motorized Operators 11.1 All motorized operators shall be Honeywell M945 or as shown with spring return, one minute cycle, 50 inch /pound torque. Outside air and return air damper shall be operated by a modulating.24 volt motor with balancing relay. The exhaust air damper shall be a two position 24 volt motor, Honeywell M845 or as shown. Interlock damper motors so outside air and exhaust air dampers close and return air damper opens on power interruption and upon system shutdown for night operation. 11.3 Position operators securely to structure or on reinforced ductwork adjacent to the damper. Location must allow access to maintain and service operator, furnace and other equipment and be accessible to a person standing on the equipment room floor. 11.2' 12.0 Insulated Flexible Air Duct 12.1 Flexible duct shall be a factory fabricated assembly consisting of an inner duct, insulation and an outer moisture barrier. The inner duct shall be constructed of a continuous vinyl- coated spring steel wire helix bonded to a continuous layer of woven fiberglass coated with vinyl. A Thick insulation blanket of fiberglass, providing a thermal conductance (C Factor) of 0.23 BTU /hr. sp. ft /F at 75 degrees, F., shall encase the inner duct and be sheathed with an outer moisture barrier of a reinforced metalized Mylar /neoprene laminate of low permeability with integral attaching devices (grommets) for a suspension system as listed by Underwriters' Laboratories, Inc. The entire flexible duct shall be listed by Underwriters' Laboratories, Inc., under their UL -181 Standards as a Class 1 Air Duct and shall comply with NFPA Standard No. 90A. 12.2 Care shall be taken when bending flexible duct. Centerline bend radius ratio (centerline bend radius divided by duct , diameter) shall be 3.0 or larger. Non- grommeted flex shall be supported at 4' intervals by 2" wide plastic bands. No deformation of duct diameter will be allowed. 12.3 Flexible duct for use in low pressure (2" W.C. or less positive pressure, .5" W. C. or less negative pressure), low. velocity (less than 2,400 ft /min) systems shall be: Thermaflex M -KE Clevaflex Wiremold 12.4 Attachment of flex to VAV boxes, diffusers, etc. shall be as per manufacturer's printed instructions. 12.5 Maximum length of installed flex shall be 5 feet. 12.6 Forward shop drawing submittals to Owner for review. 13.0 Exhaust Damper Hood 13.1 Provide and install custom or factory- fabricated aluminum relief hood as shown on the drawings. 13.2 Hood shall be designed for high winds, proper drainage, stiffened and reinforced to prevent oil canning. 13.3 Provide hood with removable 1/2" mesh bird screening over the outlet. Hood shall have low silhouette and minimum outlet area equal to total damper net area. 13.4 Hood base shall form the counterflashing over curbs. The General Contractor will provide the roof flashing and roof curb. 13.5 Acceptable manufacturer: Jenn -Air, Penn, Cook, Acme or Carnes. 14.0 Grilles and Diffusers 14.1 Furnish and install all grilles and diffusers as shown on the drawings and as specified herein in connection with air distribution systems. 14.2 All diffusers and grilles shall be draftless and noiseless. At no point within the working area shall air velocities exceed 50 ft. per minute, except adjacent to large exhaust vents, when the system is in full operation. Velocities and types of grilles shall be suitable for temperature differentials, noise levels and mounting heights. All grilles not connected to ductwork are included under the Architectural Section, except as noted on the plans. 14.3 All grilles and diffusers shall have removable face cores. Frames shall be flanged type in walls, plaster ceilings and concealed grid acoustical ceilings. Where ceilings are lay -in exposed tee type, frames shall be type to lay into tee. 14.4 See drawings for schedule of grilles and diffusers. 14.5 Forward shop drawing submittals to Owner for review. END OF SECTION 15860 -8 SECTION 15890 - AIR CONDITION EQUIPMENT 1.0 Description 1.1 .Provide air- conditioning units. • 2.0 Submittals 2.1 Items for which the submittal requirements apply, specified elsewhere, are as follows: 2.1.1 Shop Drawings: A/C Unit Wiring Diagram Wiring diagrams for all field wiring connections and interlock and Division 16 2.1.2 Product Data: Air Conditioning Unit Vibration Isolation Equipment. Economizer Filter 3.0 Products 3.1 Air Conditioning Units: Self - contained variable air volume system, complete with microprocessor controls and Tracer building management network. Equipment shall be shipped completely factory assembled, precharged, piped and wired internally ready for the field connections. Manufacturer shall test operate system at the factory before shipment. 3.2 Manufacturer: Trane, self- contained variable air volume as scheduled or otherwise indicated on drawings, or approved. 3.3 Approvals: All electrical components,shall have U.L. listing. All wiring shall be in compliance with NEC. Units shall comply with the State Energy Codes, as applicable. 3.4 Provide vibration isolation mountings as specified and as shown. 3.5 Manufacturer: Manufacturer shall be Vibration Mountings, Inc., Vibration Eliminator Co., Amber /Booth, Consolidated Kinetics, Inc., Korfund, or approved. 3.6 Isolated Efficiency and Deflections: The design of the foundation and its supports shall be adequate to produce not less than the following vibration isolation efficiency and spring deflections. Vibration isolation efficiency shall be based on the lowest disturbing frequency of both driving and driven units. Fan Minimum Isolation Minimum Deflection RPM Efficiency - % Inches 350 or less 80 1.5 350 to 800 90 0.5 Over 800 95 0.25 3.7 Anchor Bolts: Galvanized anchor bolts shall be provided for each isolator; minimum of two for each unit. 3.8 Computations: Following selection of equipment mounted on isolation mountings, the Contractor shall prepare computations showing how vibration - isolation efficiency will . be produced and submit for approval. 4.0 Execution 4.1 Installation: Install all equipment indicated and specified. 4.2 Manufacturers' Instructions: Install all equipment in conformance with manufacturer's instructions. 4.3 Cleaning and Adjusting: Plenums and casings shall be thoroughly cleaned of all debris and blown free of all small particles of rubbish and dust before installing and making final duct connections. Equipment shall be wiped clean, with all traces of oil, dust, dirt, or paint spots removed. Temporary filters shall be provided for all fans that are operated during construction, and after construction dirt has been removed from the building, new filters shall be installed. Bearings shall be properly lubricated with oil or grease as recommended by the manufacturer. Belts shall be tightened to proper tension. All control valves and other miscellaneous equipment requiring adjustment Shall be adjusted to setting indicated or directed. Fans shall be adjusted to the speed indicated by the manufacturer to meet specified conditions, ready for air balancing. 5.0 Project Closeout 5.1 Provide Test reports, instruction of Owner's personnel; Certificates of Approval and /or Completion; guarantees and warranties; operating and maintenance manuals; and As -Built drawings per Section 15050. END OF SECTION 15890 -2 SECTION 15950 BUILDING MANAGEMENT AND AUTOMATIC TEMPERATURE CONTROL SYSTEMS 1.0 General 1.1 The General Provisions of the Contract, including the General Conditions and supplementary General Conditions, apply to the work specified in this Section. 1.2 Related Documents: The following Specifications Sections shall be included as a part of these Contract Documents. Section 15050 - Basic Materials and Methods Section 16050 - Basic Materials and Methods 1.2.1 The Building Management System (BMS) and Automatic Temperature Control (ATC) Contractor shall be bound by the same Specification that the mechanical and electrical trades must follow. 1.3 Description 1.3.1 This Contract is for all labor, materials and equipment required for the construction of the BMS /ATC systems. 1.3.2 The systems shall be complete in all respects, tested and ready for operation. 1.3.3 All materials, equipment and apparatus shall be new and of first -class quality. Acceptable manufacturer shall be Trane. General Instructions The BMS /ATC systems as specified herein shall be provided in their entirety by the BMS /ATC Contractor. The BMS /ATC Contractor shall base his Bid on the systems as specified and as described on the System,Paint List (Appendix A). 1.4.2 The BMS /ATC Contractor shall submit a (Base) Bid which will include all central processing hardware and software, electronic and control equipment, sensors and thermostats, as shown on plans. 1.4.3 As part of his Bid, the BMS /ATC Contractor shall submit for review by the Owner's authorized representatives a written description of his proposed BMS /ATC systems, including block diagrams showing all major components and panels, printers 15950 -1 and other processing devices and required cabling between each. Include environmental and space requirements for panels, CPU's and other major devices. 1. Include manufacturer's literature for each type of panel, controller or device that may be shown on the Riser Diagram. 2. Riser Diagram shall show, schematically, the entire building system with all major components identified. 3. System points list. 1.4.4 In general, the proposal shall be based on a completely electronic system, including valve and damper actuators, and a full DDC /VAV system, wherein all VAV terminals are centrally controlled by the BMS /ATC system. 1.5 Scope: The BMS /ATC systems shall be supplied and installed completely under the BMS /ATC Contract. Components shall be mounted and wired by the BMS /ATC Contractor. 1.5.1 The engineering, installation, calibration, software programming and checkout necessary for complete and fully operational BMS /ATC systems, as specified hereafter, shall be provided by the BMS /ATC Contractor. 1.6 Work by Others 1.6.1 The HVAC Contractor shall: 1. Install all line size and non -line size automatic valves and separable wells furnished by the BMS /ATC Contractor. 2. Furnish and install all necessary piping connections, taps and wells required for flow, pressure or temperature devices. Provide dampers, if so indicated, under Equipment Specifications. 1.6.2 The Sheet Metal Subcontractor shall: 1. Install all automatic campers furnished by the BMS /ATC Contractor. 2. Assemble multiple section dampers with required interconnecting linkages, shafts and brackets and extend the required number of shafts through the ducts 15950 -2 for externally- mounted damper motors. Jack shafts will be assembled with sealed roller or ball bearings of stainless steel construction. 1.6.3 The Electrical Subcontractor shall install and connect all power wiring. Power wiring shall be defined as follows: 1. Wiring of power feeds through all disconnect starters and variable speed controllers to electric motors. . Wiring of 120 VAC emergency power feeds to all temperature control panels. 1.7 . Power wiring to 120 Volt, single -phase motors shown on Electrical Plans and all VAV boxes shown (with or without motors). Wiring of any remote start /stop switches and manual or automatic motor speed control devices not furnished by the BMS /ATC Contractor. The BMS /ATC Contractor shall have a local office within a 50 mile radius of the job site, staffed with factory trained engineers fully capable of providing instruction, routine maintenance and emergency maintenance service on all system components. The BMS /ATC Contractor shall have a three year experience record in the design and installation of computerized building systems similar in scope and performance to that specified herein, and shall be prepared to provide evidence of this history as condition of acceptance and approval prior to Bidding. The BMS /ATC Contractor shall be prepared to make a personal presentation of his systems to the Owner or his designated representatives prior to award of Contract should the Owner request it. 11.8 Prior Approval Submit to engineer ten .(10) working days :before bid date a written description of BMS system proposed.. Include Architecture block diagram, system points list and software description including sample reports. Approved bidders will publish by addendum. Approval does not relieve this contractor from performing to the intent of this specification. 2.0 Products and Systems 2.1 General The Building Management System shall improve HVAC reliability and enhance building efficiency while providing an easy to use interface for monitoring and managing the building. The BMS shall provide the necessary hardware, software, and network communication abilities to provide scheduling, monitoring, trending, historical storage, and alarm functions for the HVAC equipment and systems as described in this specification. Control capabilities shall include: Time of Day scheduling, Direct Digital Control, Custom Control, Boolean Logic, Optimum Start /Stop, Duty Cycling, Electrical Demand Control, Temperature Control, After Hours Override, Reports and Logs, Trend Prints, Remote Communications, Alarm Logging, Run Time and Maintenance, and Expanded Informational Messages. 2.1.1 The BMS shall allow full user operation with a minimum of training. It shall have an English language display, with both user prompts and a "help" user tutorial. It shall contain management reports for the monitoring of both current and historical energy usage, heating and cooling degree day, building status and after hours occupancy information. 2.1.2 All applications programs shall be pre - engineered and pretested. Program entries shall be fill -in- the -blank editing format, with English language prompting. This shall be verified by standard format programming worksheets included with the submittals. 2.2 ., Building Management Systems 2.2.1 The BMS shall be composed of one or more independent, stand - alone, microprocessor -based master control panels. The master panels shall provide centralized control for all distributed stand -alone unit controllers located oh each major niece of HVAC equipment. Master panels shall communicate with HVAC unit controllers and provide for the miscellaneous equipment points detailed in the points list. Master panels shall be of a modular design, allowing point expansion by the addition of input /output cards. Before contract award, BMS supplier may be required to document expansion points available in the proposed system. 2.2.2 Each master panel memory shall be protected for a minimum of 30 days in the event of power failure. Internal clock shall • continue to run during a.nower failure so that the system makes tne appropriate aajustment to ail connectea points when power is restored. Should database be lost, provide a means or rapid reprogramming from an archive copy of the database. ,2.2.3 The operating system of the master panels provided must manage communication signals, both in and out, to allow panels to share real and virtual point information with each other, and to allow central monitoring, central alarms, and editing of all panels from a single operator station as described below. The system.of panels'shall be programmable to autodial out upon system alarm, if required. Binary Outputs shall provide a continuous low voltage signal for on/off control of remote devices. Where specified or indicated on the point list outputs shall have three position manual override switch (On/Off/Auto), a status light, and shall be selectable for either normally open or closed operation. • 2.2.5 Analog Outputs shall provide a modulating signal for control • of remote devices. Outputs shall provide either a 0 to 10 VDC or a 4 to 20 miliamp output signal as required to • provide proper control for the output device. 2.2.6 Binary Inputs shall allow the monitoring of on/off signals from remote devices. The Binary Inputs shall be compatible with commonly available signaling devices. All status points shown on point, list or mentioned in unit sequence of • operation shall be positive proof binary switches, sensing the medium being controlled. 2.2.7 Analog Inputs shall allow the monitoring of variable, low •voltage, current, or resistance signals and shall have a •minimum of .a 12 bit resolution. The Analog Inputs shall be compatible with, and field configured to, commonly available sensing devices. .2.8 Timed Override Switches: The system shall include the necessary switch hardware and corresponding inputs for the remote, timed initiation of after hours equipment operation in the building. Switch types and locations are as scheduled. 2.2.9 Alarms: The system shall . provide audio, visual, contact closure and remote telephone annunciation for: Remote equipment failure Equipment run time, number of starts, or date Program failure Card failure Sensor failure In addition, each analog sensor and binary input and output shall be individually alarmed for values in excess of individual high /low limits or status. 2.2.10 System Diagnostics: The system shall continuously check the status of all processor and memory circuits.. Upon failure, the panel shall: Switch equipment into preassigned failure mode per normally open /closed relay, setting. Emit alarm. Display card failure identification.. 2.3 BMS Master Panel Software 2.3.1 Anti- Recycle Protection Anti- Recycle Equipment Protection Timers Protection of each HVAC unit shall be provided through individually programmable "minimum on ", and "minimum off" timers. These shall have priority over all application software functions except fire shutdown /smoke evacuation modes. All timers shall be individually programmable from 0 to 120 minutes. 2.3.2 User Access: User access shall be through the use of a prompted, menu driven,. English language communications routine. When using the system,.the user shall be able to both list program options from menu and directly access them. At any time, the user shall be able to depress a "Help" key in order to display instructions for the user interface. The communications routine shall be compatible with any ASCII based, RS232 compatible terminal. User access shall be secured using individual security passwords for a minimum of eight users. It will be partitioned into multiple levels of user access with data entry restrictions being assignable by password. User log on /log off attempts will be recorded. 2.3.3 Time of Day Scheduling: The scheduling program shall have 32, eight -day (seven days plus Holiday) Master Schedules. To these Master Schedules, up to 24 system loads (HVAC equipment, lights, etc.) or groups of loads, can be assigned. The Master Schedules shall be individually editable for each of the days of the week and Holiday. On any day, up to six time -of -day events shall be edited including: equipment start and stop, optimum start and stop duty cycle start and stop, and night purge cycle start. 2.3.4 Direct Digital Control: The Direct Digital Control program shall allow the modulating control of remote devices based upon sensed data. The control shall allow the combination of proportional, integral, and derivative control routines (PID Control). Control routines shall allow full flexibility in setting parameters and provide ease of adjustment for nontechnical operators. The Direct Digital Control program shall include a dynamic graphic display printout routine to indicate the status and real -time performance of the control loop. Direct Digital Control loop setup and modification shall be done through a single, preformatted edit screen, with parameters listed in English language. 2.4 Telephone Operation (Dial Up Connection) 2.4.1 The system shall allow electronic downloading and storage of templated applications programs for use in remote panels. 2.4.2 After Hours (Night Time) Alarm Processing - When panels report an alarm message during unoccupied hours at the central station, software shall be capable of processing the . alarm as described in the "Central System Alarm Operation" section and transferring the alarm message to an alternate location equipped with a terminal device and an auto - answer modem. Telephone number of the alternate location, and time of day to start and stop transfer of alarm message shall be user designated. 2.5 Miscellaneous 2.5.1 Duct Mounted Control Dampers: Duct mounted dampers shall be designed to operate in systems having velocities up to 3,000 FPM with a static pressure differential of 4" WG. The frame shall be minimum 16 gauge galvanized steel roll formed channel. Blades shall be minimum 16 gauge galvanized steel 15950 -7 with a maximum width of 8 ". Shafts shall be minimum 1/2" diameter. Maximum damper sections size shall be 48" x 72 ", with larger damper installed in sections with appropriate jack shafting. 2.5.4 Actuators: Electronic valve and damper operators shall be positive positioning, spring return. Motors shall be of the low voltage synchronous type and shall be non - overloading at a continuous stall. 2.5.4.1 Actuators to be factory selected, mounted and tested for proper operation based on unit size, type and torque requirements. 2.5.5 Control Valves: Electronic, positive positioning, spring return, low voltage (24 VAC) actuators to be properly selected for the valve body and service. 3.0 Execution 3.1 Installation Requirements: All electrical work performed in the installation of the BMS/ATC system as described in this specification shall be per the National Electrical Code (NEC) and per applicable State and local codes. Where exposed, conduit shall be run parallel to building lines properly supported and sized at a maximum of 40% fill. In no cases shall field installed conduit smaller than 1/2" trade size be allowed. Where conductors are concealed, cable rated for use in return air plenums shall be used. 3.2 Operating Ambients: Electronic' controls mounted in unconditioned space shall be rated for ambient operating conditions from -400 F to 1580 F. Controls not meeting these limits shall be mounted in an accessible location within conditioned space. 3.3 Owner Training: The BMS /ATC Contractor shall provide three copies of an operator's manual describing all operating and routine maintenance service procedures to be used with the temperature control and Building Management System supplied. This Contractor shall instruct the Owner's designated representatives in these procedures during the startup and test period. The duration of the instruction period shall be no less than 12 hours, during normal working hours. 3.4 Calibration and Adjustments: After completion of the installation, perform final calibrations and adjustments of the equipment provided under this Contract and supply services incidental to the proper performance of the BMS and ATC system under warranty below. 15950 -8 3.5 Acceptance Procedure: Upon completion of the calibration, Contractor shall startup the system and perform all necessary testing and run diagnostic tests to ensure proper operation. Contractor shall be responsible for generating all software and entering all database necessary to perform the sequence of control and specified software routines. An acceptance test in the presence of the Owner's representative or Engineer shall be performed. 3.6 Warranty: All BMS /ATC devices and installation shall be warranted to be free from defects in workmanship and material for a period of one year from the date of job acceptance by the Owner. Any equipment, software, or labor found to be defective during this period shall be repaired or replaced without expense to the Owner. Factory authorized warranty service shall be available within 50 miles of jobsite. 4.0 Commercial Self- Contained Air Conditioning Unit Control 4.1 The stand -alone microprocessor based Self- Contained Unit (SCU) control panel shall monitor and control the SCU in a stand -alone mode or as directed by the BMS. The SCU control panel shall have local display and adjustment. The BMS shall perform the following SCU control strategies and provide the points as listed on the SCU point list, and the specified monitoring and diagnostics'. 4.1.1 Occupied Mode: When the unit is turned ON by the BMS during normal occupied hours, all self - contained unit control functions will be enabled. Variable Air Volume units will operate in the cooling mode. The self- contained unit . defaults to this mode whenever communication with the BMS unit is lost. * ** Variable air volume boxes will control to their occupied /unoccupied setpoints, depending on the schedule of the zone. * ** 4.1.2 Normal Operation: In the occupied mode, as described above, the dedicated self- contained unit controls shall operate economizer and stages of cooling to maintain supply air temperature setpoint (VAV units), or stages of heating, economizer, and cooling to maintain space temperature setpoint (constant volume units). Motorized inlet guide vanes shall modulate to maintain static pressure setpoint in supply air ductwork (VAV units only). The following setpoints shall be reset manually through the BMS by the operator, or reset automatically by the BMS: Space temperature (constant volume units). Supply air temperature (VAV units) Static pressure (VAV units) 4.1.3 Startup Mode: When the unit is turned ON by the BMS for optimal start, heating or cooling is provided as required by space, temperature. On Variable Air Volume units, the BMS holds the self- contained unit in the heating mode until the zone temperature is greater than the user entered occupied heating setpoint. The outside air dampers remain closed unless economizing, until the occupied time of the zone. ** Heat source at VAV box: In morning warmup mode, exterior VAV boxes shall control to occupied heating setpoint while interior boxes open to maximum CFM setpoint. When morning warmup setpoint is reached, interior and exterior boxes shall control to occupied setpoints. ** 4.1.4 Coastdown Mode: When the unit is turned OFF by the BMS for optimal start, heating or cooling is provided as required by space temperature. On Variable Air Volume units, the BMS holds the self- contained unit in the heating mode until the zone temperature is greater than the user entered occupied heating setpoint. On both Constant and Variable Air Volume units, the outside air dampers remain closed unless economizing, until the occupied time of the zone. 4.1.5 Nighttime Free -Cool Purge Mode: An economizer -only cooling cycle shall be provided during unoccupied hours when outdoor air conditions are suitable and the zone requires cooling. During this mode, the supply fan is on, ventilation is at a maximum, and mechanical heating and cooling are locked out. ** VAV boxes will control to their occupied cooling setpoint. ** 4.1.6 Night Setback Temperature Control: During unoccupied hours, the self- contained unit shall be controlled by the BMS to maintain user defined unoccupied heating and cooling setpoints in the space. The outdoor air damper remains closed during night setback operation (unless economizing). ** When the unit runs in a heating mode, all associated VAV boxes control to their unoccupied heating setpoints. When cycling in a cooling mode, associated VAV boxes shall control to their unoccupied cooling setpoint. ** 15950 -10 4.1.7 Outdoor Air Ventilation Control: The use of outdoor air for ventilation shall be provided only during scheduled hours of occupancy and during periods of timed override. Use of the airside economizer overrides any outdoor air ventilation control. 4.1.8 Low Ambient Compressor Lockout: Compressor operation shall be disabled below a user defined outdoor air temperature. 4.1.9 Emergency Shutdown: The unit will shut down in response to a customer supplied contact closure to the BMS indicating the presence of a fire or other emergency condition. 4.1.10 Unit Status Report: For each self- contained unit, the BMS shall provide an operating status summary of all sensed values (zone temperature, discharge temperature, etc.) setpoints and modes. Diagnostics /Protection: The BMS system shall be able to alarm from all sensed points from the self- contained units and diagnostic alarms sensed by the unit controller. Alarm limits shall be designated for all sensed points. 5.0 Miscellaneous Equipment Sequences 5.1 Condenser Water Control: Provide a sensing element in the condenser water piping to the cooling tower. On a rise to about 830 F., the cooling tower fans will be started in sequence. On a drop to 780 F. in the condenser water temperature, the fan stops. . Hot Water Heating System: The BMS shall automatically enable the hot water lead pump below 650 F. outside air temperature. After proof of flow, the boilers packaged safety and operating controls will be enabled to maintain. setpoint. If a lead pump fails for 15 seconds or more, the lag pump shall start and an alarm sent to the BMS. Restroom Exhaust Fans: The restroom exhaust fan shall be interlocked through the BMS such that they run during occupied hours and are off during unoccupied hours. 1 1 N .r. 41 CL Z 441411 wort M/k/ /IMi on swipe" um aYNsw •aa owl vN1 • • VAC Am lam ONION worry 300 umiak/ NAN MOW doloung 140 WoNo Nom") k noNas .t aMlaoua�p - -� • II LIougo3 • a•l.mii • IN/ NONNI 1m. Ames mot Om .Mw •a, • f • MNw .1 m a 1 1 H NOvn • 10•MO • IPION) Ymr'1 ' • • • • "ISIS IN wmK /ONION'S() wei INNS ONO • 4040 wSIS a ♦ryNolioNS ,• 300 •� 1 443 awNmMUaI v yr Q 1.01 LC •1. 4 0 oo tel VI 0. • O C Y1 NA N VI L w- E „u° 15950 APPENDIX A 41 41 ..-•O 41 d r L I— 4- N Q C Q0 L 0 1i r 03 E i ) RI ce 1i 1 1J C d 1.2.2 All instruments used for measurements shall be accurate. Calibration histories for each instrument shall be available for examination. The A/E reserves the right to request instrument recalibration, or the use of other instruments, where accuracy of readings is questionable. 1.2.3 Balancing data will not be acceptable if the work is performed prior to cleaning of the air systems and flushing of water systems. 1.3 References: 1.3.1 National standards for Field Measurements and Instrumentation - Total System Balance, Latest edition,. Published by Associated Air Balance Council. 1.4 Submittals: 1.4.1 Submit the name of the agency to the Architect for acceptance within 60 days after contract award. Include in the submittal the names and individual qualifications of all persons who will supervise or perform the actual balancing, and indicate which person will be in charge of all work on the job. If the Contractor fails to submit the name of an acceptable agency within the specified time, the Architect may select a firm to accomplish the work, and this selection shall be binding upon the Contractor at no additional cost to the Owner. 1.4.2 Following submittals shall be in accordance with Section 01300 except as modified below. 1.4.3 Submit three copies of the following to the Architect for approval prior to the start of balancing. 1. General description of each air and water system with its associated equipment. 2. A complete listing of all flow (air and water) measurements to be performed. 3. Descriptions of specific procedures for determining flow rates and pressure differentials, including types of instruments to be used and methods of instrument applications (by sketch). For air flow measurements at grilles, registers, and diffusers, indicate the relationship between velocity readings, air terminal configuration, air density, and resulting CFM determinations. 4. Data sheets for each item of testing equipment required. Include name of device, manufacturer's name and model number, latest data of calibration, and correction factors. 5. Specimen copies of form which will be used for reports. AABC forms are preferred, and sheet sizes shall be 8 -1/2 x 11 inches. 1.4.4 Submit three copies of final balance reports. 1. Report shall be on forms and have format previously approved. 2. Each report shall be signed by the person in charge of all work on the job, and this signature shall attest to the validity of the results reported. 15990 -2 2.0 Execution 2.1 General: 2.1.1 Air and water balance shall be performed generally in accordance with the procedures of the Associated Air Balance Council's "National Standards for Field Measurements and Instrumentation - Total System Balance ", Latest edition. 2.1.2 Test, adjust, and balance all systems in accordance with the following requirements. 2.1.3 For all systems which heat and /or cool, this work shall be done with full flow of supply air and with minimum outside air. 2.2 Air Balancing: 2.2.1 Supply and Return: Make Pitot tube traverse of main supply and return ducts; determine CFM at fans and adjust fans to design total CFM. Test and adjust system for design minimum outside air and for corresponding return air. (Minimum outside air is equal to the difference in capacity of the supply and the return air fans.) 2.2.2 Exhaust: Make Pitot tube traverse of main exhaust duct; determine CFM at fans and adjust fans to design. 2.2.3 Distribution: Adjust flow rate at all grilles, registers, and diffusers. This applies to supply, return, and exhaust. Identify each point measured as to location and determine required flow reading. Test and adjust each point measured to within 10 percent of design requirements. Test procedure shall include comparison of required velocity and observed velocity, adjustment, and comparison of required CFM and observed CFM after adjustment. Adjust flow patterns from supply outlets to minimize drafts to extent permitted by design and equipment. 2.2.4 Records: Record rated and actual voltage and running current for each fan motor. Record total CFM, inlet static pressure, outlet static pressure, and RPM for each fan. Record adjusted CFM for each grille, register, and diffuser. • 2.3 Hydronic Balancing: 2.3.1 Preliminary: List all mechanical specifications of tested equipment and verify against Contract Documents. Open all line valves to full open position and set control valve to 2.3.2. coil flow. For each pump, verify rotation, test and record pump shutoff head, and.test and record pump wide -open head. Verify proper water levels in compression tanks and in the system. Verify that air vents in high points of water systems are installed and operating freely. Central Equipment: Set hydronic water pumps to proper flow quantity. Adjust flow of water through heating coils to design values. Distribution: Balance f].ow to each heating water circuit. Upon completion of flow readings and adjustments at coils, mark all settings. Observe pressure drop through each coil at set flow rate on call for full heating. 2.3.4 Records: Record rated and actual voltage and running current for each pump motor. Record: GPM. and total dynamic head for each pump. Record "as left" flow GPM, or other readings for each point measured. SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS 1.0 GENERAL 1.1: All work by the electrical contractor shall include all applicable• requirements of the Contract Documents. 41.2 Each contractor shall be responsible for all of his work fitting into place in a satisfactory and neat workmanlike manner in every particular to the approval of the Owner. 1.3 Confer with the General Contractor and the other Contractors regarding the location and size of pipes, equipment, fixtures, conduit, ducts, openings, switches, outlets, etc., in order that there may be no interference between the . installation or the progress of the work of any Contractor on the project. 1.4 The Mechanical and Electrical Drawings are diagrammatic and shall be followed as closely as actual construction of the building and the work of other trades will permit. All changes from Drawings necessary to make the work of each Contractor conform to the building construction and the work of other trades shall be done at the' appropriate Contractor's expense. 1.5 The Owner reserves the right to change the location of any equipment 5 feet and any piping or conduit 10 feet in any direction without extra charge, provided such changes are made before installation. 1.6 Should any bidder consider that any requirements of these Specifications and drawings will make the effective operation of any portion or the whole installation impossible, he must embody in his proposal stipulation for any change which he deems necessary. The failure to do so shall be considered as an agreement on the part of the bidder to guarantee the effective opetation of said installation. 1.7 Unless explicitly stated to the contrary, each Contractor shall furnish and install each item of equipment or material hereinafter specified, complete with any and all necessary fittings, supports, trim, piping, insulation, etc., as required for a complete and operating installation. 1.8 All equipment and materials shall be installed according to the manufacturer's instructions unless otherwise specifically directed by the Contract Documents. 1.9 Provide equipment, materials and accessories for electrical systems as noted on the drawings and for systems as follows: 1.9.1 A complete conduit and raceway system. 1.9.2 A complete rough -in system including conduit, outlet boxes, pull boxes, junction boxes, sleeves and hangars. 1.9.3 A complete under floor duct system with all device fittings. 2.0 Work Not Included 2.1 Specific references are made in this division of work to be performed by other contractors. Some of the major items which will be furnished by other contractors are: 2.1.1 Motor control wiring as hereinafter specified. 2.2 Work to be done by other contractors will include furnishing and installing: 2.2.1 All conduit and wiring required for control work from the holding coil circuit of the starters to associated automatic controls, such as, EP switches, aquastats, thermostats, time clocks, limit switches, multi -speed motor switches and alternators for control of holding coil circuits of starters. 2.2.2 All associated automatic controls. 3.0 Quality Assurance 3.1 Installation shall be by qualified personnel who are thoroughly trained and experienced in the skills required and who are completely familiar with the manufacturer's current recommended methods of installation as well as requirements of the work. 4.0 Standards 4.1 Provide materials, perform work and install materials in strict accordance with the latest requirements of the following: 4.1.1 Underwriters' Laboratories, Inc. (U /L or UL). 4.1.2 National Electric Code (NEC) or National Fire Protection Association (NFPA). 4.1.3 Other applicable codes and standards of NFPA. 16050 -2 4.1.4 Factory Mutual System (FM). 4.1.5 American National Standards Institute (ANSI). 4.1.6 Occupational Safety and Health Act (OSHA). 4.1.7 Federal, State and local codes, laws, ordinances; and rules and regulations of authorities having jurisdiction. 4.2 In case of conflict or disagreement between codes, laws, ordinances, rules and regulations or within either document itself, the more stringent condition shall govern. 4.3 Use electrical materials approved by Underwriter's Laboratories, Inc. (U /L) and bearing the UL label. 4.3.1 All fabricated assemblies, manufactured items or electrically operated equipment shall have UL approval or UL re- examination listing in every case where such approval has • been established for the particular type of materials or devices in question. 5.0 Shop Drawings 5.1 See Division 1, shop drawings for number and submittal requirements. 5.2 Definitions: 5.2.1 Shop Drawings: Shop drawings are original drawings prepared by Contractor, Subcontractor, Supplier of Distributor, which illustrates some portion of this work, showing fabrication, layout, setting or erection details. 5.2.1.1 5.2.1.2 5.3 5.3.1 5.3.1.1 5.3.1.2 Prepared by qualified detailer. Identify details by reference to sheet and detail numbers shown on Contract Drawings. Project Date: Manufacturer's standard schematic drawings: Modify to delete information which is not applicable to this project. Supplement standard information to provide additional information applicable to this project. 5.3.2 Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive date. 5.3.2.1 Clearly mark each copy to identify pertinent materials, products or models. 5.3.2.2 Show dimensions and clearances required. 5.3.2.3 Show performance characteristics and capacities. 5.3.2.4 Show wiring diagrams and controls. 16050 -3 5.4 Samples: Physical samples to illustrate materials, equipment or workmanship and to establish standards by which complete work is judged. 5.4.1 Samples: of sufficient size to clearly illustrate: 5.4.1.1 Functional characteristics of product or material, with integrally related parts and attachment devices. 5.4.1.2 Full range of color samples. 5.4.1.3 After review, samples may be used in construction project. 5.5 Schedule of Submittals SECTION NO. ITEM REQ'D SUBMITTALS DWGS DATA SAMPLE 16050 16400 16500 • 16700 Electrical Wiring Devices X Underfloor Duct System X X Reels & Suspended Outlets X Electric Heating Units X Distribution Transformer Distribution Panelboards Lighting and Branch . • Circuit Panelboards Motor Starters and Associated Equipment Disconnect Switches Photo Cells X X X X X X X Light Fixtures X X Fire Alarm System X X Emergency Lighting Units 5.6 All cuts for the above shall have rough -in dimensions, connection sizes and any special installation requirements. 6.0 Space Preference 6.1 Carefully check and coordinate the location and level of all lines. Run preliminary levels and check with all other contractors so that conflict in location may be avoided. 6.2 If conflicts occur, the following preference schedule shall be followed: 6.2.1 Recessed electric fixtures. 6.2.2 Sanitary drainage. 16050 -4 : 6.2.3 Steam condensate, hot and chilled water. 6.2.4 Low pressure ductwork. 6.2.5 Domestic water storm and vent lines. 6.2.6 Electric conduits. 6.3 No other work shall have preference over plumbing lines below fixtures, above or below electric switchgear and above or below panels. 6.4 No piping conveying fluids shall be installed directly over electrical or elevator equipment. 7.0 Permits and Fees 7.1 Obtain and pay for all permits, and make all deposits necessary for the installation of the work under this contract. 7.2 Where inspections of the work are required by State or local authorities, obtain certificates of inspection of the work by such authorities, and these certificates (in triplicate) shall be submitted to the Owner before final certificate for payment will be issued. 8.0 Identification of Equipment 8.1 Furnish and install on all items of equipment, approved permanent type identification labels showing nature and function of each piece of equipment and its designation number. Numbers shall correspond to control diagrams and schedules. 8.2 Labels shall be 3 ply laminated plastic in contrasting color laminations with 1/4" high letters cut through the top layer to expose center lamination. 9.0 Field Corrections and Changes 9.1 This contractor shall carefully and accurately record on his field set of drawings, any deviations or changes in locations of conduit, wiring and /or equipment made in the field and shall keep the Owner informed on all deviations and changes. 9.2 At the completion of the job, this contractor shall furnish the Owner three (3) complete sets (not the field set) of drawings indicating these deviations or changes. Extra sets of drawings will be provided to the contractor for this purpose. Any changes in the exterior work shall be recorded by dimension. 16050 -5 10.0 Operation and Maintenance Instructions 10.1 This contractor shall furnish to the Owner before final acceptance of the electrical installation, three (3) bound copies of a complete set of operating and maintenance instructions and procedures for all electrical systems and equipment furnished under this contract. 10.2 Prepare a complete file of maintenance and operating instructions which covers all electrical systems and equipment listed in the section entitled "Electrical Submittal Schedule." 10.3 Data shall be placed in an 8 -1/2" x 11" slide hinge, heavy duty, three -post type, stiff cover binder, Faultless, National, or similar. Each completed binder shall not exceed 3 -1/2" in thickness. Label binder as follows: ELECTRICAL SYSTEMS MAINTENANCE AND OPERATING INSTRUCTIONS. (Project Name) (Location) 10.4 Data shall include a complete table of contents, tabs (National, or equal), final approved shop drawings wiring diagrams, manufacturer's operating and maintenance instructions, catalog brochure information, replacement parts lists, name, address and telephone number of nearest stocking supply house. 10.5 Drawings shall be neatly folded to approximately 8 -1/2" x 11" size and inserted individually into Mylar No. 213, 8 -1/2" x 11" sheet protectors (Chicago Desk Pad Company) which shall be properly punched and inserted into the binder. 10.6 All materials relative to the equipment for one system (i.e.; lighting fixtures, panelboards, motor starting equipment, etc.) shall be filed behind a clearly labeled filing tab. The following information shall be typed on the filing tab page: Item, Manufacturer, Contractor's Order Number, Supplier's Order Number, Manufacturer's Order Number. 10.7 Three completed files shall be submitted for approval prior to job completion. Final payments will not be certified until the maintenance manuals have been received and approved. .;16050 -6 10.8 Authorized manufacturer's personnel shall instruct (to the Owner's satisfaction) all personnel designated by the Owner in the use of equipment and systems as listed in the section entitled "Shop Drawings" - Schedule of Submittals. 10.9 Provide a minimum of 3 man days in 2 trips to the job before the job is accepted for the instruction and training of the Owner's representative in the operation and maintenance of the complete electrical system. 10.10 The above does not relieve the contractor of his responsibility of making service calls due to any defect which may develop with systems or equipment during the guarantee period nor shall these service calls be included as part of instruction time. Specific requirements in specifications for factory service representatives is also in addition to above requirements. 11.0 Lines and Levels 11.1 Determine all grades, maintain necessary lines and levels throughout the progress of the work, and assume full responsibility for their correctness. Where levels are indicated on the drawings, work shall be installed at those levels unless prior written approval to change is obtained from the Owner. 12.0 Guarantee 12.1 In entering into a contract covering this work, the contractor accepts the specifications and guarantees that the work will be carried out in accordance with the requirements of this specification or such modifications ae may be made under the contract documents. 12.2 Contractor further guarantees that the workmanship and material will be of the best procurable and that none but experienced workmen familiar with each particular class of work will be employed. 12:3 Contractor further guarantees to replace and make good at his own expense all defects which may develop within one (1) year after final payment and acceptance by the Owner, due to faulty workmanship or material, upon receipt of written notification from the Owner. 13.0 Raceways and Conduit 13.1 Electrical Metallic Tubing (thinwall conduit, EMT). :16050 -7 13.1.1 All electric metallic tubing shall be hot dipped galvanized coated, bear Underwriter's Laboratories Inc. label and shall conform to Federal Specifications WW -C -563, ANSI C80 -3, and UL 797. 13.1.2 All electrical metallic tubing shall be manufactured by Allied Tube and Conduit Corp., Republic Steel Corp., Wheatland Tube Co., Southwire Co., or Owner approved. 13.2 Rigid Steel Conduit. 13.2.1 All rigid steel conduit shall be hot dipped galvanized coated plus a secondary coat with galvanized threads, bear Underwriter's Laboratories, Inc. label and shall conform to Federal Specifications WW- C -581d, ANSI C80 -1 and UL -6. 13.2.2 All rigid steel conduit shall be manufactured by Allied tube and Conduit Corp., Republic Steel Corp., Wheatland Tube Co., Southwire Co., or Owner approved.' 13.3 Flexible Steel Conduit. 13.3.1 All flexible steel conduit shall be hot dipped galvanized coated, bear Underwriter's Laboratories, Inc. label and shall conform to Federal Specifications WW- C -566C. 13.3.2 All flexible steel conduit shall be manufactured by Triangle PWC, American Flexible Conduit Co., Inc., Anaconda Metal Hose, or Owner approved. 13.4 Liquid -tight Flexible Steel Conduit. 13.4.1 All liquid tight flexible steel conduit shall be interlocking flexible galvanized steel conduit with a special polyvinyl chloride covering extruded over the flexible conduit to make the conduit liquid tight, resistant to moisture; oil, chemicals and corrosive fumes. 13.4.2 All liquid tight flexible steel conduit shall be manufactured by Anaconda Metal Hose, O- Z /Gedney, Triangle PWC, or Owner approved. 13.5 PVC Plastic Conduit (for underground exterior use only) 13.5.1 All PVC conduit shall be schedule 40 heavy wall duct. Conduit shall be composed of high impact PVC (Polyvinyl Chloride -C -200 compound) and shall conform to industry NEMA Standards and be UL listed for underground and exposed use. Material shall have tensile strength of 7,000 psi at 73.4 16050 -8 degrees F., flexural strength of 11,000 psi, compression strength to 8,600 psi, and minimum wall thicknesses in various sizes. 13.5.2 All conduit fittings, couplings, terminal adapters, junction boxes and necessary fittings shall be of the solvent welding material. 13.5.3 All PVC conduit shall be manufactured by Carlon, Can -Tex, Triangle PWC Inc., or Owner-approved. 14.0 Conduit Hangers and Supports 14.1 Surface Mounted Conduits 14.1.1 Rigid steel, IMC and EMT conduits 1" and smaller shall be supported with hot dipped galvanized one hole steel pipe straps spaced maximum every 8' -0 ". 14.1.2 Rigid steel, IMC and EMT conduits 1 -1/4" and larger shall be supported with hot dipped galvanized one hole malleable iron pipe straps with pipe spacers spaced maximum every 5' -6 ". 14.1.3 All pipe straps shall be manufactured by Raco, Efcor, T & B, Appleton, or Owner approved. 14.2 Suspended Conduits 14.2.1 Individual rigid steel, IMC and EMT conduit 1" and smaller shall be supported with conduit clips of high carbon spring steel or zinc plated steel and support 100 lb. static load. Conduit clip shall be provided with 1/4" 20 threaded impression for attachment to 1/4" 20 threaded rod. Conduit shall not be supported by wire from joists or other rigid building supports. Conduit shall not be supported or attached to HVAC ductwork. 14.2.2 Individual rigid steel, IMC and EMT conduit 1 -1/4" and larger shall be supported with stamped steel conduit clamps with 1/4" 20 bolt and nut support 150 lb. static load. Provide conduit clamps with 3/8" 16 threaded boss for attachment to 3/8" 16 threaded rod. Conduit shall not be supported by wire from joists or other rigid building supports. 14.2.3 Support two or more rigid steel, IMC or EMT conduits adjacent to each other by 1 -5/8" x 1 -5/8" metal framing channel with minimum of two 1/2" 13 threaded rod at each end. Attach conduits to metal framing channel with electro- galvanized split pipe clamps with screw and nut. 16050 -9 14.2.4 Conduit clips and clamps shall be manufactured by Raco, Efcor, T & B, Appleton, or Owner approved. 14.2.5 Metal framing channel and split pipe clamps shall be manufactured by Unistrut, Super Strut, Kindorf, or Owner approved. 15.0 Conduit Fittings 15.1 All conduit fittings and box connectors shall be strong in construction and shall be of such material and finish as not to cause any chemical reaction between itself and the conduit or outlet box to which it is fastened or supported. 15.2 All conduit fittings and box connectors shall be listed by Underwriter's Laboratories Inc. 15.3 Provide all box connectors with insulated throats or separate plastic insulating bushings on all conduit openings. 15.4 All conduit fittings, box connectors and lock nuts shall be of steel or malleable iron. Fittings of die -cast or pressure -cast materials will not be accepted. 15.5 Fittings for EMT shall be compression type, rain -tight and concrete - tight. Connectors, couplings, locknuts and other fittings for rigid steel heavy wall and IMC conduit shall be threaded type. Set screw, indenter and similar fittings are not acceptable for rigid, IMC or EMT conduit. 15.6 Fittings for flexible conduit or liquid -tight flexible conduit shall be of straight 45 degree or 90 degree connectors and approved for grounding purposes. 15.7 Conduit fittings shall be manufactured by Raco, T & B, Efcor, Appleton, or Owner approved. 16.0, Boxes and Covers 16.1 All junction boxes, pull boxes, fixture outlet boxes and switch boxes shall be listed by Underwriter's Laboratories Inc. 16.2 All boxes and covers shall meet all requirements of the National Electrical Code. 16.3 All boxes and covers shall be made of code gauge steel. 16050 -10 16.4 All boxes shall be of proper size and shape for all conduits and conductors entering them. 16.5 All boxes for lighting fixtures shall be octagonal in shape with fixture stud as required. 16.6 All boxes installed in poured concrete, block, brick or tile shall be masonry type. 16.7 All multiple gang switch boxes of more than three -gang shall be solid gang box. 16.8 All surface mounted boxes shall be cast FS or FD type. 16.9 Where two or more conduits enter a box, the minimum size of boxes shall be 4" x 4" x 1 -1/2" minimum depth. For single device installation, install square cut single device cover. 16.10 Install all device boxes with square cut device covers for number of devices required. 16.11 All boxes shall have tapped hole for 10 -32 ground screw. 16.12 Boxes and covers shall be manufactured by Raco, Steel City, Appleton, or Owner approved. 16.13 For multiple gang boxes installed for more than one 277 volt switch, a barrier shall be installed between each box gang. 16.14 For power and communication outlets installed in same box but separate gangs, barriers shall be installed between facilities. 17.0 Cable and Wire 17.1 All wire shall have copper conductors and be listed by Underwriter's Laboratories, Inc. 17.2 All wire shall be type THWOR THHN, 600 volt 75 degree C. insulation except for all wiring in mechanical equipment rooms, all motor wiring and all feeder wiring to panels and distribution equipment which shall be type THHN or THHW 90 degrees C. insulation. 17.3 Minimum wire size shall be No. 12 except for internal fixture wire which shall be minimum size of No. 14 type AF, CF, or TFN, 300 volt. 17.4 All wire No. 8 and larger shall be stranded. 17.5 All branch circuit wiring and feeder cables for circuits over 20 amps shall be sized as noted on the drawings. If size is not specifically noted, size all branch circuit wiring and feeder cables in accordance with the National Electrical Code. 17.6 Cable and wire not installed in conduit shall be #12 AWG SO or SJO type grounded cord. Cord shall terminate at junction boxes and devices with strain relief cord grids. 17.7 All wire shall be manufactured by General Electric, Triangle, Crescent, Colleyer, General Cable, or Owner approved. 18.0 Electrical Wiring Devices 18.1 All devices are specified as having an ivory finish. The Owner reserves the right to change the color to dark brown at time of shop drawing approval. 18.2 Furnish all special outlets with mating caps with cord grips. 18.3 Schedule of all electrical devices: MANUFACTURER'S NAME DEVICE AND CATALOG NUMBER RATING Single Pole Sw. Hubbell #1221 -I Bryant #4901 -I 20 amp @ A -H #1991 -I 120/277V Three Way Sw. Hubbell #1223 -I Bryant #4903 -I 20 amp @ A -H #1993 -I 120/277V Four Way Sw. Hubbell #1224 -I Bryant #4904 -I 20 amp @ A -H #1995 -I 120/277V Momentary Hubbell #1557 -I Contact Bryant #4921 -I 20 amp @ A -H #1995 -I 120/277V Single Pole Sw. with pilot light Duplex Coven - ience Outlet Hubbell #1221 PL with Neon Pilot Bryant #4901 -PLR 120 with Neon Pilot 20 amp @ 120 V Hubbell #5352 -I Bryant #5362 - I(Tech Spec) A -H #5739 -S -I 20 amp @.120 V 16050 -12 Weatherproof Dup- lex Cony. Outlet Pass.& Seymour GFI 15W/ #1591 -F -46 weatherproof cover to be P &S #4600 flush enclosure with locking cover 15 amp @ 120 V 18.4 Forward submittals to Owner for approval. 19.0 Wiring Device Plates 19.1 All device plates shall be furnished with proper openings for the device with which it is being used. Where required, multiple gang plates for correct combination shall be used. 19.2 Device plates shall fit tight against the finished walls and shall completely cover the openings in the walls for the boxes. 19.3 Device plates shall be attached and adjusted so they finish straight and level. 19.4 Where more than'one light switch is ganged or a light switch and outlet are installed in a two gang box, install multiple gang device plates with proper openings. 19.5 All device plates shall be smooth plastic with ivory finish, with the proper openings for the device with which they are being used. The Owner reserves the right to change the color to brown at the time of shop drawing approval. Plates not available in chosen color shall be stainless steel. 19.6 " All device plates for exterior weatherproof outlets and switches shall be cast aluminum with gaskets and spring loaded flip -up covers. Cover shall meet UL WDL "open" listing requirement. Cover shall be suitable for standard boxes or 'FS type boxes. 19.7 Mounting screws for all plates shall have the same finish as the plate. 19.8 All device plates shall be furnished by the same manufacturer as devices for proper color match except stainless steel covers. 19.9 Forward submittals to Owner for approval. 20.0 Underfloor Duct Electrical System 20.1 Furnish and install a complete system of underfloor duct as shown on the drawings and as specified herein. See Section 16350. 16050 -13 22.0 Reels and Suspended Outlets 22.1 Furnish and install where shown on the drawings, Appleton, McGill, extension cord automatic rewind cable reels complete with 25 ft. of 3 conductor No. 16 SJO grounded cord, positive stop, outlet box mounting, etc. At the end of the cable, furnish and install one duplex convenience outlet in a handy box. Attach cable to box with strain relief cord grips. 23.0 'Electric Baseboard Heating Units 23.1 Furnish and install where shown on the drawings, the number, size and capacity of baseboard electric heating units as scheduled on the drawings. 23'.2 All units shall be of the heavy type with 16 gauge furniture steel front cover with louver grille for protection of interior of heater. 23.3 All units shall have full length thermal linear protector for safety and floating element suspension. 23.4 The units shall have parchment white baked enamel finish and shall be complete with end caps, connector strips, terminal lugs and trim plates. 23.5 Units manufactured by Federal Pacific;.Chromalox or Singer are accepted. 23.6 Furnish and install on all units a self- contained thermostat section. The thermostat shall be rated at 22 amps and be of the tamperproof type adjustable with screwdriver. The thermostats shall have an adjustable range from 55 degrees - 85.degrees F. 23.7 Forward submittals to the Owner for. approval. 23.8 Surface mount the baseboard units on walls against floor or as recommended by unit manufacturer. Securely attach all baseboard units to the walls. 23.9 24.0 24.1 Openings in New Construction Openings required in new construction for Division 16 Work will be provided by the General Contractor at the request of and in accordance with information furnished by Electrical Contractor. The General Contractor will advise the 16050 -14 Electrical Contractor in advance so that he may lay out the required openings. If said Electrical Contractor fails to lay out required•openings, he shall be financially responsible for the necessary cutting, patching and repairing. The patching and repairing will be done by the General Contractor. 25.0 Wall and Floor Sleeve Installation 25.1 Set all wall and floor sleeves during the construction of the portion of the new construction through which the piping is to pass. 25.2 Provide sleeves of black iron pipe or styrene plastic conduit, and of proper size to accommodate raceway. Install sleeves flush with walls, ceiling or finished floors. Coordinate locations of sleeves with other trades to avoid interferences with their work. 25.3 Anchor all sleeves properly to the building construction. 25.4 Set floor sleeves plumb, wall sleeves level and center all piping in sleeves. 25.5 Care shall be taken to set sleeves in formwork and check all dimensions before concrete is poured. 25.6 Extend floor sleeves in finished areas 1/2" above finished floor and neatly level top of sleeve. 25.7 Finish all wall sleeves flush with wall lines unless otherwise specified. 25.8 Where sleeves occur in exterior walls below grade, caulk sleeves with oakum and lead wool. 25.9 Where underground conduits enter building through sleeves, caulk with oakum and lead wool. 25.10 Openings between sleeves and conduit thru fire or smoke barriers shall be closed with fire stop material to maintain fire or smoke barrier rating. 25.11 Fire stop material shall be Dow Corning 3 -6548 Silicone RTV Foam or Chase Technology Corp. CTC PR -855 fire resistant foam sealant. 25.12 All occupied and unoccupied conduit sleeves in closet shall be fire stopped after cable or conduit is in place. Occupied 16050 -15 conduit sleeves shall be fire stopped with fire stop material and unoccupied conduit sleeves shall be fire stopped with metal caps on both ends. 26.0 Foundations and Supports 26.1 Provide minimum 4" thick reinforced concrete bases under all equipment installed on building floors. Rough up building floors to assure bonding of the base to the floor. Also, anchor the base to floor with reinforcing bars set in floor at time of pouring or with power driven studs. Set anchor bolts, as required by equipment, in base at time of pouring. 26.2 Furnish equipment bases for the following equipment: 26.2.1 Transformers 26.2.2 Switchboards 26.2.3 Distribution panelboards 27.0 Excavation and Backfilling 27.1 Do all excavating, backfilling, sheathing and bracing required for the installation for any and all parts of work. 27.2 Conduct all excavations so that no personnel shall be endangered and no building walls or footings shall be disturbed or injured. 27.3 Excavate to dimensions and elevations required for work. 27.4 Remove any old foundations, building construction, and other materials concealed beneath present.grade, where required to execute work, and as indicated. 27.5 If undesirable material is encountered during excavation, remove and replace material as directed by Owner. Properly level off bottoms of all excavations. 27.6 27.7 Remove all rocks, lumps, frozen ground, soft or wet material, vegetation, and other foreign material upon which fill is to be placed. 27.8 Scarify top 12 in. (300 mm) of earth and compact to 95% of maximum dry density. 27.9 Place fill material in 9 in. lifts and compact each lift to 90% 16050 -16 ! 27.10 Maintain between 0% below and 3% above optimum moisture content during compaction. 27'.11 Compact fill and backfill using suitable mechanical tamping equipment to obtain specified density. 27.11.1 Use mechanical hand tampers for filling and backfilling next to walls. 27.11.2 Compact granular fill using vibratory methods. 27.12 Do not permit water to accumulate or remain in trench or other excavation that is a part of this contract. Dispose of water withdrawn from excavations in a manner that will not cause injury to public health, public or private property, or to the work already completed or in progress. 27.13 All backfill material under buildings, sidewalks, streets, curbs and within 5 feet of footings shall be sand and gravel, free from cinders, ashes, refuse, vegetable or organic material, boulders, large rocks or stones. Where a utility passes under a building footing, backfill material shall be concrete up to footing bearing surface. 27.14 Load excavated materials which are to be replaced with sand and gravel backfill, directly from the trench into trucks, remove from the construction area and properly dispose of it where directed. 27.15 Extreme caution must be used in excavating for new underground services to avoid all damage to existing underground utilities in the working area. Confirm where possible, the exact location of all existing utilities. In the event of a break in an existing utility main or service, immediately notify an official from the utility interrupted and lend all possible assistance in restoring services cut. Also, assume costs or claims connected with the interruption and repair of such service. 27.16 Excavate the trenches to a depth required so as to provide a uniform and continuous bearing and support for the pipe on solid undisturbed ground or compacted fill. 27.17 Wherever excavations are made through streets, sidewalks, parking areas, curbs or other finished surfaces, replace such surfaces with material to match existing surfaces. Where reinforcing steel in concrete is required, install it in a manner similar to that used in existing surfaces. 16050 -17 27.18 If it is necessary to drive trucks or equipment over sidewalks, pavement, streets, and curbs, take care to protect same from damage. If such surfaces are damaged, replace same with new materials, same type and thickness and in the manner as the original. 27.19 Reuse original surface materials if, in the opinion of the Owner, they are suitable for use in restoration. 27.20 Excavated material which is to be reused in backfilling or restoring the surface shall be piled in a manner that will not endanger the work and will avoid obstructing sidewalks, driveways or traffic lanes which are to be maintained during construction. 27.21 Keep all excavated top soil separated from excavation soil Stock pile sufficient top soil to provide 6" top soil at.all graded areas. Provide any additional soil from off -site source if required. 27.22 Finish work, seeding or sodding shall be as specified in Division 2. 28.0 Protection of Work 28.1 Protect work from injury by keeping all conduit and boxes capped and plugged or otherwise protected. This includes damage by freezing and /or stoppage from building materials, sand, dirt or concrete. 29.0 Installation of Raceways and Conduits 29.1 All conduit shall be concealed in wall construction and /or above ceiling construction except in mechanical equipment rooms, where it may be exposed at the ceiling or on walls. 29.2 Lay -out all partitions on the project, for proper rough -in locations of all boxes, conduits, etc. This contractor shall verify all partition locations, door swings, cabinet locations, etc., with Owner, before roughing in, and make any /all changes necessary to insure that all switches, outlets, systems equipment, rough -ins are located properly. Any changes necessary in locations, rough -ins, etc., due to a partition change and this contractor's failure to coordinate and verify same, shall be made by this contractor at his own expense. 29.3 The routing of conduit shown on the drawings is diagrammatic only, and this contractor shall install conduit as required to complete the systems so as not to interfere with other trades in both elevation and location. 29.4 The location of all conduit, boxes, fixtures, etc., in all areas finished and unfinished shall be coordinated. 16050 -18 • 29.5 Conduits in the mechanical equipment rooms, boiler rooms, etc., that are to be installed at the ceiling, shall be installed after mechanical equipment and work is installed, and shall be exposed. Conduit for pumps, etc., located on the floor shall be installed below the floor slab. 29.6 All conduit extending through the roof shall be installed through 12" square 16 ounce copper box with 12" flange on all sides for flashing. Height of box shall be as required for conduit radius. All seams of box shall be soldered with 95 -5 solder. 29.7 All openings in the concrete floors either new pours such as sleeves, core drilled holes, etc., necessary for conduit passing through same, shall be furnished and installed by this contractor. All openings around conduits, pipe, etc., shall be sealed with fire stop material. 29.8 Install all conduit as shown on the drawings and on the riser diagrams, and conform to the following: 29.8.1 All conduit shall be a minimum of 1/2" unless otherwise noted on the drawings. 29.8.2 All conduit bends shall be long radius with not more than the equivalent of three (3) 90 degree bends between pull points. 29.8.3 Provide all open ends of conduit with bush caps to exclude any foreign material during construction. 29.8.4 All conduit installed in or under concrete or underground shall have joints sealed to exclude all water or other foreign material. 29.8.5 All conduit installed in concrete shall have 1 -1/2" minimum concrete covering. 29.8.6 Coordinate the installation of all conduit in mechanical equipment spaces or where large amounts of ductwork and piping is present, with the other contractors so as to avoid interference. 29.8.7 Unless otherwise noted on the drawings, size all conduit according to the National Electrical Code. 29.8.8 Install all exposed conduits parallel or perpendicular to adjacent walls, ceilings for floors. No exposed conduit except electrical and mechanical room.and unfinished ceiling areas. 29.8.9 All conduit couplings and fittings shall be made up wrench tight. 29.9 Install rigid steel conduit for the following: 16050 -19 29.9.1 29.9.2 29.9.3 29.9.4 29.9.5 29.9.6 29.10 29.10.1 29.10.2 20.10.3 29.10.4 29.11 All All All All All All conduit conduit feeders conduit conduit conduit in poured concrete walls, roof or floors. underground. for panelboards and distribution equipment. exposed in exterior areas. exposed in mechanical equipment rooms. installed that exceeds 2" diameter trade size. Install electrical metallic tubing (thin wall) conduit for the following: All conduit in block, brick, tile or stud walls. All conduit above dropped ceilings. All conduit exposed in interior areas except mechanical equipment rooms. All conduit for low voltage or control cable. Install surface metal raceway in all finished areas where it is not possible to conceal new raceways or where noted on the drawings. 29.12 Install flexible steel conduit for final connections for all recessed lighting fixtures, (fluorescent, incandescent and HID) as well as final connections to transformers, and all vibration generating equipment except where flexible liquid -tight is specifically called for. A maximum length of flexible steel conduit shall be limited to 6' -0 ". 29.13 .Install liquid -tight flexible steel conduit for all final connections to all motors, except exhaust fans in ceiling space and wall 1/8 HP and less as well as all equipment exposed to exterior conditions and limited to a maximum length of 6' -0 ". 29.14 Install PVC conduit for all underground exterior lighting circuits. PVC conduit shall be complete with all accessories, such as couplings, male and female adapters, expansion couplings, elbows and support straps. Install one expansion coupling for every 100 ft. of run, or in any run solidly connected at both ends. Use solvent welding cement recommended by the duct manufacturer, for all conduit terminations at fittings of all types to seal and secure the connections. Support the plastic conduit horizontal conduit runs 4 ft. on center and vertical runs every 8 ft. 30.0 Installation of Boxes 30.1 Furnish and install pull boxes, junction boxes or outlet boxes as shown on the drawings and /or in all runs of conduit having the equivalent of three (3) 90 degree bends or more than 100 feet in length. 30.2 Locate all boxes as approved by the Owner and no other boxes will'be permitted without the Owner's approval. 16050 -20 30.3 Locations of all junction boxes shall be verified on the job. .30.4 All junction boxes shall be installed so that they are accessible by removing an access door, recessed fixture, coverplate, etc. 30.5 Where flush coverplates are required in finished areas, they shall be painted to match adjacent wall or ceiling finishes. 30.6 All junction boxes, other than for power or lighting, shall be identified as to, their usage; such as television, telephone, door security, fire alarm, etc., by permanently attached labels on the inside or outside of the coverplate. 30.7 Furnish and install readable identification tags on all conductors in junction boxes, terminal cabinets, etc., for easy identification of wiring systems, where final connections are to be made by others. 30.8 The exact system for tagging and /or identification shall be submitted for approval along with samples of the tags or markers. 30.9 Where power and communication outlets are installed in the same box but separate gangs, barriers, shall be installed between facilities. 30.10 Install all switch and receptacle boxes so that device plates will be tight and plumb with wall finish. 30.11 Boxes shall not be attached to metal studs with spring -on clips. Method of Wiring Install all the conductors in this installation in conduit. 31.0 31.1 31.2 • Equipment and devices installed and not constructed with cases especially suited for mounting and enclosing all live parts, shall be installed in metal cabinets. 31.3 A complete metal raceway or enclosure shall be provided for all circuiting throughout the extent of the systems specified. 31.4 Run all conduit to distribution cabinets in a neat, accurate manner and install concealed in wall construction where possible. 31.5 Where conduits are to be run exposed, rigidly support or secure in place by means of approved hangars suited to the conditions under which they are used. 16050 -21 31.6 Swab.all conduit until all moisture and grit is removed before any wires are pulled or installed. 31.7. Size all branch circuit wiring for circuits over 20 amps as shown on the drawings and /or as required by National Electrical Code. All home run branch circuit wiring from the first outlet, fixture or device on 120 volt, 1 phase, or 277 volt, 1 phase circuit to the panelboard shall conform to the following wire sizes for 20 amp circuits unless otherwise noted on the drawings: 120 VOLT CIRCUITS 0 to 50 feet #12 wire 51 to 100 feet #10 wire 101 to 150 feet $ 8 wire 151 to 200 feet * 6 wire 277 VOLT CIRCUITS 0 to 125 feet #12 wire 126 to 275 feet ##10 wire 276 to 300 feet * 8 wire 31.8 All branch circuit wiring and feeder cable shall be done with color -coded conductors using the following colors throughout the installation: 120/208 VOLT, 3 PHASE, 4 WIRE SYSTEM A Phase -- Black B Phase -- Red C Phase Blue Neutral -- White Ground -- Green 277/480 VOLT, 3 PHASE, 4 WIRE SYSTEM A Phase -- Yellow B Phase -- Tan C Phase -- Purple Neutral -- White Ground -- Green 31.9 At the Electrical Contractor's option, the three phase power circuits and feeder cables can be installed with color -coded conductors or with three conductors of the same color, if they are installed with the same color of insulation, mark with colored tape in the panelboard and starter. 31.10 Phase all distribution equipment left-to-right, A,B, and C for continuity of phasing throughout the installation. 31.11 All stranded cables shall terminate into mechanical type or compression type lugs at termination point. 16050 -22 31.12 Neatly group all circuits in all distribution equipment and tie with Seine Twine, Ty -Rap or Wrap Tabs. 31.13 Special care shall be taken to balance connections of circuit wires on different phases at the lighting panelboards using distinguishing colors for identifying the particular phase on which the circuit belongs. 31.14 In general, lighting and outlet circuits shall distribute from single pole 20 ampere breakers, 2 wire, 120 volt or 277 volt circuits with solid neutral. Where noted on the drawings, run single phase or 3 phase power circuits from two or three pole breakers. 32.0 • Joints 32.1 Joints in conductors shall be as few in number as practicable and where they are necessary they shall be mechanically strong, well made and shall provide complete electrical contact. 32.2 Joints shall be so made that they have an electrical resistance not in excess of that of two feet of the conductor. 32.3 Make all branch circuit joints for wire up to and including No. 10 AWG with expandable steel spring and polypropylene body type connectors and wire nuts manufactured by Ideal, Scotch, Buchanan or Owner approved. 32.4 Make all wire splices in wire No. 8 and larger with connectors either mechanical or crimp type of proper size and wire configuration. Tape all connectors with a minimum of three layers of 600 volt tape. 32.5 Neutral conductors in outlet boxes at receptacles shall be jointed and pigtailed to the outlet. The removal of a receptacle from the circuit shall not affect the continuity of the neutral conductor. 33.0 Heights of Wall Switches and Receptacles 33.1 Determine the exact height of each light, receptacle outlets, and outlet boxes on the premises and examine the general drawings and details to see that outlets are properly spaced and located with relation to the interior finish and treatment. 33.2 In order that all outlets may be located in proper relation to paneling and decorated areas', become familiar with details of these areas. Consult with the other contractors 16050 -23 on the project and procure all details of the various areas so as to make the outlet boxes and panelboards come in proper relation to the work of all other contractors. Outlets and switches in tile areas are to be installed so as to be completely surrounded by tile. Be responsible for the exact and proper location of the various portions of work. Such work must be entirely satisfactory to the Owner. 33.3 The following is a list of mounting heights for equipment: 33.3.1 locate wall switches 4' -0" above the floor, except where special treatment requires a higher or lower setting. 33.3.2 Locate receptacles as follows: 33.3.2.1 33.3.2.2 33.3.2.3 33.3.2.4 33.3.2.5 33.3.2.6 33.3.2.7 33.3.2.8 33.3.2.9 In general, locate 12" above finished floor except as hereinafter specified. In block walls, locate either in the bottom or top of the nearest block course. In brick walls, mount in the horizontal position, in the fourth brick course, above finished adjacent surface. In spaces where noted to be above counters, mount in the horizontal position, 4" from backsplash to bottom of box. In rooms that house mechanical and electrical equipment, locate 40" above finished floor. Locate weatherproof receptacles 14" above finished grade. F. A. Horns and Visual Indicators: 12" down from finished ceiling. Wall Mounted Public Address Speakers: 12" down from finished ceiling. F. A. Breakglass Stations: 4' -0" above finished floor. 33.3.2.10 Disconnect Switches: 5' -0" above finished floor. 33.3.2.11 Manual and Magnetic Starters or Pushbutton Controls:. 5' -0" above finished floor. 33.3.2.12 Telephone Outlets: Same as receptacles above. 33.4 All of the above mounting heights shall be held as near as possible to the center line of the equipment. 16050 -24 33.5 The above list is general in nature. Examine all Architectural Drawings and consult with the Owner and vary mounting heights as directed. 34.0. Electrically Operated Doors 34.1 Furnish and install all wiring for motor operated doors, both overhead and sliding as shown on the drawings, and as hereinafter specified. 34.2 All wiring shall be furnished and installed from the disconnect switch to the controls, motors, limit switches and other devices. 34.3 All controls, such as limit switches, starters, relays, pushbuttons, etc., associated with electrically operated doors shall be furnished by others supplying door and operator. Install all controls furnished and wire them complete, leaving same in operation. 34.4 Verify the exact location of all disconnect switches and wiring diagrams on the job before roughing in, so as to locate it in a relatively close position to the door operator and wire same as recommended by the manufacturer. 35.0 Electrical Service to Elevators 35.1 Furnish and install three phase feeders, fused disconnect switch for each elevator motor and power wiring to drive motor and controller as shown on the drawings. 35.2 Furnish and install all conduit and wire and make all final power connections to the disconnect switch, motor controller and drive motor for each elevator. 35.3 Wiring and conduit work associated with elevator floor controls and safeties will be furnished and installed by the elevator installer. 35.4 Furnish and install a fused disconnect switch for 120 volt control circuit for elevator car light and fan outlet in the elevator equipment room. Final connection of 120 volt control circuit to elevator control equipment shall be by Electrical Contractor. 35.5 Furnish and install speaker wiring from sound system to junction box in elevator equipment room for final connections to speaker terminals at elevator equipment by the Electrical Contractor. 35.6 Furnish and install speaker in opening provided in elevator cab. Speaker shall be as specified in Section 16700. 35.7 Furnish and install empty conduit from telephone terminal board to junction box in elevator equipment room. All wiring in conduit and from junction box to telephone terminals at elevator equipment shall be by telephone installer. 35.8 All final power, speaker, and telephone wiring from elevator control terminals to elevator cab shall be furnished and installed by elevator installers. 35.9 Confirm exact location of rough -ins and equipment connections with the elevator manufacturer and /or installer before roughing in. 36.0 Testing 36.1 After wires and cables are in place and before connection to the devices and equipment is made, test the system for ' shorts and grounds by. means of an approved type of constant potential "Megger ", which is to be furnished by the Electrical Contractor. 36.2 Remove and replace all hot wires if shorted of grounded. 36.3 Make a voltage test at the last outlet on each circuit. Apply a resistor load of one half of rated circuit capacity to the last outlet and if drop in potential is in excess of 3% of the panel voltage, correct the condition by locating partly grounded conductor or high resistance splice. 36.4 Rectify all grounds, shorts and high resistance splices as directed at the operation except as mentioned before. 36.5 All wiring devices, electrical apparatus, or lighting fixtures furnished under this contract, if grounded or shorted, shall be removed and the trouble rectified by replacing all defective parts or materials as directed. 36.6 Take the readings only in the presence of a representative of the Owner. Record all readings correctly and give in writing to the Owner or his representative as directed. 36.7 36.7.1 36.7.2 Test and record the following on all motors: Fuse size. Heater size. 16050 -26 36.7.3 36.7.4 36.7.5 36.7.6 36.8 36.9 36.10 Full load amp. Running amp. Rated voltage. Terminal operating voltage. Deliver two (2) copies of all test data to the Owner. Furnish all meters, cable, connections, equipment or apparatus necessary for making all tests. Main two (2) typewritten copies of all tests (in addition to copy given to superintendent) to the Owner. Copies of tests shall state the name of the building, name of equipment driven and complete nameplate data of motors. 36.11 In cooperation with the other contractors furnishing motor equipment (including motors) put the same in service operation; instructing the Owner's operator regarding proper operation and turn all equipment over to the Owner free from defects and in perfect operating conditions. 37.0 Utility Identification 37.1 The Contractor shall install a 6" wide warning tape one foot below finished grade in both the primary and secondary electrical service trenches when the trenches are backfilled. Warning tape shall clearly identify the utility buried in the trench. 37.1.1 Warning tape shall be "Warnoline" as manufactured by the Safety Sign Company, 13700 Prospect Road, Cleveland, Ohio 44136. 37.2 The Contractor shall install property line and change of direction markers directly above the utility. The markers shall be located where the utility crosses the property line and at each change in direction between the property line and the point where the utility enters the building. 37.2.1 Markers shall be as detailed on the Civil drawings. Markers shall'be flush with finish grade and have a 2" diameter solid steel shaft set in concrete to locate the utility. . The exposed top of the steel shaft shall be stamped with a letter to identify the utility buried beneath. END OF SECTION 16050 -27 SECTION 16350 - UNDERFLOOR DUCT ELECTRICAL SYSTEM 1.0 General 1.1 Furnish and install a complete system of underfloor duct as shown on the drawings and as specified herein. 1.2 Submit shop drawings of at least the following equipment to the Owner for acceptance. 2.0 Materials 2.1 Underfloor duct shall be Square D "Standard Duct" or Walker Duct #2 or #4 for power and "SQ D Standard" or "Super Duct" or "Walker Duct #2 or #4 for communication on first floor, "Walker Deck" on second floor; refer to plans for location and extent of each type. Duct shall be heavy gauge steel to meet UL requirements; be coated inside and out with UL approved epoxy finish; have appropriate inserts located 12" o.c. with 10 inserts per 10' -0" length; (2) two cell or single runs as shown. Provide a minimum of 1/8" concrete over top of inserts unless otherwise noted on the drawings. Inserts must have oval fittings and be 7/8 in. in height. 2.2 Junction boxes shall: be steel, square or rectangular only; be suitable for both single and two cell duct; adjustable to floor level by leveling screws; be complete with appropriate partitions and tunnels to separate different services; equal to SQ. D GS -33 type or Walker #224. 2.3 Marker screws shall not be required. 2.4 Extension collars for inserts may be required to allow clearances for structural steel or laying on grade. Coordinate with General Contractor. No extra shall be allowed for extensions or relocating ducts to avoid structural or other equipment. 2.5 High tension floor outlets shall be Square D G2 -BA or Walker #513 LR with Hubbell No. 5252 -I receptacles. Provide and install a quantity of 120 volt outlets complete with receptacle and wiring in accordance with the Underfloor Duct Fitting Schedule listed herein. Outlets shall be installed before occupancy as directed by the Owner. Include in the Form of Proposal as unit prices, (1) the additional cost per complete outlet 16350 -1 assembly installed over the quantity scheduled herein and (b) the deduct price to delete and not install per each complete fitting assembly scheduled. Also provide five (5) high tension service fittings complete as spares and ten (10) insert blanking plates as spares to the Owner. 2.6 Telephone outlets shall be Square D G2 -LL -G or Walker.502 with one outlet hole and 1" I.D. bushing on each side of outlet. Provide and install a quantity of telephone floor outlets in accordance with the Underfloor Duct Fitting Schedule listed herein. Outlets shall be installed before occupancy as directed by Owner. Include in the Form of Proposal as unit prices: (1) the additional cost per complete outlet assembly installed over the quantity scheduled herein, and (2) the deduct price to delete and not install per each complete outlet assembly scheduled. Also provide five (5) low tension complete as spares to the Owner. 2.7 Underfloor Duct Fitting Schedule: 2.7.1 Furnish and install 60 of each type of high tension and low tension fittings as covered under 2.5 and 2.6. 3.0 Execution 3.1 Provide underfloor duct system where indicated, in slab on grade. Coordinate with general Contractor when laying out the duct system. 3.2 Solidly anchor the junction boxes and ducts in place to prevent any shifting when slab is poured. 3.2.1 Use adjustable saddle supports spaced five (5) feet on center to install ducts. Bring the top of the preset inserts to approximately 1/8 inch below finished floor line. 3.2.2 Seal all duct joints and ends to exclude concrete and moisture. 3.2.3 Where indicated, install 2" conduits using sweeping bends from junction boxes to indicated telephone board or as shown on drawings. Use no 90 degree bends until termination point is reached. 3.3 Verify in the Owner's presence that each underfloor duct is open and clear of any obstructions and is specified length. Do this after slab is poured and fire proofing, if required, is sprayed with a 1/4 inch fish tape or other approved means. 16350 -2 3.4 Walker: Deck Installation 3.4.1 All deck sheets, cellular (electrified) and non- cellular (non- electrified) shall be.placed in accordance with installation drawings furnished by Walker as approved by the project Architect. It is imperative that the contractor installing the deck units becomes totally familiar with these drawings. 3.4.2 .If any deviations are found between Walker installation drawings and the Contract drawings, they must be brought • to the immediate attention of Walker and the Architect. No work shall proceed until any such deviations are reconciled between the project Architect and Walker. All deviations must be clearly identified to expedite the resolution process. Any deviations in cellular deck placement could require severe corrective measures during installation of trenchduct, preset inserts, and subsequent activation of the system. 3.4.3 All deck bundles are clearly marked for ease of :identification. Individual sheets of cellular deck have piece marks which correspond to mark numbers on installation drawings. Depending on requirements, non- Cellular sheets may or may not have individual piece marks. 3.4.4. Each deck bundle shall have a, packing list which :identifies the quantity of sheets in the bundles along with each sheet's specific length.: All deck bundles shall be shipped in a manner to correspond with the erection schedule as agreed to by Walker and Contractor:.. responsible for installation. Walker shall not be responsible for unloading or hoisting deck material unless specifically stated in Walker's contractual agreement. If special sequencing instructions have not been established prior to manufacturing "deck units, Walker will sequence same in manner of its choosing. All deck not scheduled for prompt installation shall be stored off the ground supported by timber or other suitable material with one end elevated longitudinally. :.and covered with a tarpaulin or other waterproof covering to prohibit collection.of water on bundles., Adequate ventilation and heat must be provided under the tarpaulin : to prevent condensation. 3.4.6 Installation of deck sheets shall begin at specific locations as indicated on drawings. The actual placement sequence will vary based on the cellular deck module and contractor preference. Walker does, however, recommend the following procedures. 3.4.7• For non - cellular floor areas, the deck units shall be placed consecutively on supporting steel framework and adjusted into final position prior to welding. Both lateral and longitudinal alignment must be maintained which can be accomplished with any one of, or a combination of the following devices not provided by Walker: string lines, piano wire, chalk lines, steel tape and chalk, etc. 3.4.8 Base lines should be established at the location of initial installation with intermediate control lines along both directions of deck layout to monitor and maintain predetermined module. After establishing base lines, the deck installer shall verify the location of the supporting steel to insure a minimum 2" end bearing. If horizontal or vertical alignment of structural supports does not permit proper bearing support for the deck, (no shims allowed) it must be brought to the immediate attention of the general contractor to direct corrective measures and assign responsibilities. If rolled on hangar tabs fall on supporting members, they are to be flattened to assure proper bearing. Under no circumstances are deck sheets to be installed without proper bearing. 3.4.9 Welders should follow close to placement crews: all sheets shall be welded in place by the end of the working day. All welds are to be made from the top of the deck. Care should be taken in the selection of amperage and electrodes to provide sound welds which shall penetrate all thicknesses of material'to fasten deck units to structural supports while preventing high amperage blow holes. Attachment of the deck units to supporting members shall conform to standard D 1.2 of the American Welding Society (AWS), latest edition. 3.4.10 Deck sheets are to be welded to each support with 3/4" diameter puddle welds. Non - cellular deck units shall be welded to supports on 12" centers. Anchorage of this type may also be accomplished with shear studs or a combination of shear studs and puddle welds. Sidelaps are to be button punched or welded together at a maximum spacing of 36" on center. 16350 -4 3.4.11 In areas where cellular and non - cellular deck units alternate a different installation sequence is recommended. Each cellular deck sheet should be laid out, adjusted into final position and partially welded prior to spreading the non - cellular units. The male side of each cellular unit should be welded into position with a 3/4" diameter puddle weld. When a sufficient number of cellular units have been partially welded into position, the non - cellular units can be spread. The male end of the non - cellular unit shall be installed under the female sidelap of the cellular unit; the female sidelap of the non- cellular sheet should then be lowered over the male sidelap of the adjacent cellular sheet. Once placement and adjustment of the non- cellular units is complete, all remaining welds are to be performed as described in the preceding paragraph. 3.4.12 As an added element to the above paragraph, cellular deck sheets shall be welded at two locations to each structural support with 3/4" diameter puddle welds; welds are to be 22" on center. As stated in the preceding paragraph, shear stud welds are suitable substitutes for puddle welds. 3.4.13 All deck unit lengths are engineered to provide a slight gap at butt joints to provide flexibility to allow for fabrication and installation tolerances of the structural steel. 3.4.14 Butt joint gaps for non - cellular units should not exceed 1/4 ". The maximum gap for cellular units shall not exceed 1/8 ". 2" wide tape is provided to seal all cellular butt joints prior to concrete placement. No unframed holes or openings are to be cut through the floor deck until concrete has reached sufficient strength. No holes or openings are to be cut through the floor deck unless authorized by the Project Architect and /or structural /electrical engineer. Trades requiring holes or openings shall block for same prior to pouring concrete and coordinate with the general contractor regarding additional reinforcement, shoring, bracing, etc., that may be required. 3.4.15 Unless specifically stated in Walker's contractual agreement, any miscellaneous reinforcing or support steel is not provided by Walker. 3.4.16 Any cutting of floor deck units to accommodate columns shall be the responsibility of the deck installer. All non - cellular deck units are shipped in standard widths, any field cutting in the longitudinal or lateral direction shall be the responsibility of the deck installer. 16350 -5 3.4.17 Any longitudinal or lateral cuts required on cellular deck units shall not penetrate the cells of the raceway unless specifically approved in writing by the Project Architect and Walker. 3.4.18 No field cutting shall be allowed which could jeopardize the structural integrity of the system. 3.4.19 Care should be exercised to prevent potential damage to the deck units due to construction loads in excess of those, associated with the capacity of the units. Concentrated construction loading and traffic, as well as storage areas on the floor deck system, may require protection for the system as well as workmen below. Planking shall be used as deemed necessary to prevent profile damage to both cellular and non- cellular deck units. Profile damage shall be defined as indentations or buckling of webs and flanges resulting in the reduction of the sectional properties. 3.4.20 Any deck units that have been damaged to the extent of reducing their sectional properties shall be replaced prior to the placement of the concrete. All corrective measures must be approved by the project engineer. 3.4.21 The deck installation contractor shall remove all foreign debris from the cells at preset insert and trenchduct locations to prohibit obstructions and sharp objects to insure proper wire passage during activation of the distribution system. 3.4.22 Immediately prior to the placement of concrete, the deck system shall be cleaned of all dirt, debris, oil or other foreign material to insure intended mechanical interlock between concrete and steel. 3.4.23 Concrete placement crews are to exercise extreme care and are to establish runways for concrete buggies, if required. If concrete is to be pumped, care again must be exercised to prevent damage to preset inserts to prevent concrete from entering the raceway. 3.4.24 Contractors placing the concrete shall carefully hand finish a minimum of 24" adjacent to the trenchduct sides so that the tops of the finished concrete and trenchduct are flush. Concrete must be placed from 1/8" to 3/16" above each preset insert. Observe floor slab tolerance (03300) . 3.4.25 Concrete placement shall conform to the ACI 318 Building Code, latest edition. Any admixture containing chloride salts such as (but not limited to) calcium.chloride shall not be used as such additives have proven deleterious to steel and steel finish. 3.4.26 Immediately prior to spraying fireproofing material, if any is required, the underside of the deck shall be cleaned of all dirt, debris, oil or other foreign material to insure intended bond. 3.5 Walkerdeck Accessories 3.5.1 End closures to be a minimum of 20 gauge • galvanized in 10' -0" lengths unless noted, fastened by welding at a maximum 24" on center. Column closures to be a minimum of 20 gauge galvanized. See plans for size. The cutting and fitting of all closures is to be done in the field to suit the job conditions, not by Walker. Use all drop pieces and refer to sections for welding, etc. 3.5.2 Preset inserts indicated by on the erection drawings to be spaced 24" on center unless noted. A single piece, die cast, zinc alloy, preset insert with a 5 -1/2" x 6 -3/4" minimum top entry and .060" thickness shall provide triple service access. Included with the preset shall be a minimum .024" thick steel closure cap. A single pop rivet 3/16" diameter shall be field installed on the side of the preset opposite the latches through a hole cast into the preset which shall align with a factory punched hole in the cellular deck power channel. 3.5.3 Recessed activation kits accommodates two 15 or 20 amp duplex receptacles, plus modular data and telephone connectors, all below the finished floor surface. 3.6 Shear Stud Requirements 3.6.1. Shear stud connectors shall be field welded through the metal decking, except where indicated on sections, to the top of the steel beams and girders after the metal decking units have been placed. Refer to stud layout and placement drawings. 3.6.2 3.6.3: All shear studs are to be 3/4" diameter x:4 -1/2" long. Shear studs are to be spaced a :minimum of 4 -1/2" center to center longitudinally on a beam or girder and a minimum of 3" center to center.: transversely across a beam or girder. Studs and ferrules shall be kept dry by storage in a waterproof enclosure until installed. Standing water shall be removed immediately prior to welding. The ceramic stud ferrules shall be broken away from the after installation. Dirt, sand, concrete, dust and other deleterious :materials shall be brushed or` blown away from the decking surface before studs are welded. 'Welding shall be performed in dry weather. SECTION 16400 - SERVICE AND DISTRIBUTION (600 VOLTS & BELOW) 1.0 General 1.1 Furnish all labor, material, equipment, tools and services required to perform all work and services for execution, installation and completion of all electrical work including all parts lists, operating instructions, wiring and control diagrams as shown on the drawings and as specified and completely coordinated with work of all other trades. 1.2 Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure and complete electrical installation. 1.3 Install, complete, in operative condition and to approval of Owner, materials contemplated herein and shown on drawings. 1.4 Provide equipment, materials and accessories for electrical systems as noted on the drawings and for systems as follows: 1.4.1 277/480 volt, 3 phase, 4 wire service and distribution system. 120/208 volt, 3 phase, 4 wire distribution system. A complete ground system. Manual and magnetic starters and power wiring for mechanical equipment. 1.4.2 1.4.3 1.4.4 2.0 Distribution Panelboard 2.1 Furnish and install distribution panelboards as indicated in the panelboard schedule and shown on the drawings. 2.2 Fusible Type: 2.2.1 Distribution panelboards shall be dead- front, equipped with quick -make, quick -break fusible branch switches with rejection type fuse clips and shall be for the voltage as indicated on the drawings and the panelboard schedule. 2.2.2 Panelboard bus structure, main switch and branch switches shall have current ratings as shown on the drawings and panelboard schedule. The bus structure shall be provided with separate ground bar. 2.2.3 All fusible branch switches shall be quick -make, quick -break with visible blades and dual horsepower ratings. Switch handles shall physically indicate "ON" and "OFF" positions. Switches shall be lockable only in the "OFF" position and accept three padlocks. Switch covers and handles shall be interlocked to prevent opening in the. "ON" position. A means shall be provided to permit authorized personnel to release the interlock for inspection purposes. 2.2.4 The main and branch switches, 800 amp and larger, shall be of the fusible bolted pressure contact type with ratings as shown on the drawings. 2.2.5 Pressure contacts are to be made by firmly bolting blades to both top and bottom stationary contacts. Butt contacts shall not be acceptable. Switch blades shall be de- energized in the open position. .The switches shall have quick -make, quick -break Kinematic Action mechanisms, inter phase barriers and arcing equipment. 2.2.6 In accordance with UL Standards 977, switches shall have an interrupting rating of 12 times the continuous rating and have an operating mechanism that shall permit closure of the switch only after the opening mechanism has been charged, to assure that the electrical tripping means shall immediately be in a condition to open the switch. 2.3 Panelboard assembly shall be enclosed in a steel cabinet. The rigidity and gauge of steel shall be as specified in UL Standard 50 for cabinets. Wiring gutters shall be sized in accordance with UL Standard 67. Cabinets shall be equipped with latch and tumbler -lock on door of trim. Doors over 48" long shall be equipped with three -point latch. All locks shall be keyed alike. 2.4 Each panelboard, as a complete unit, shall have a short circuit current rating equal to or greater than 50,000 amps r.m.s. symmetrical or the integrated equipment short circuit rating shown on the schedule or the drawings. This rating shall be established by testing with the fusible switches or circuit breakers mounted in the panelboard. Method of short circuit testing shall be per Underwriter's Laboratories Standard'UL 67. Testing of panelboard over current devices for short circuit rating only while individually mounted is not acceptable. Testing of the bus structure by applying a fixed fault to the bus structure alone, is not acceptable. Panelboards shall be marked with their maximum short circuit rating at the supply voltage and shall be UL listed. 2.5 Fusible or breaker distribution and power panelboards shall be listed by Underwriter's Laboratories and shall bear the UL label. In addition, panelboards used for service entrance shall be UL service entrance label. 16400 -2 2.6 On the outside of each panel and above the door, a permanently attached and engraved sign as specified under "Identification of Equipment" shall be installed indicating the power systems, voltage, etc., in 1/4" letters" ie., (120/208 VOLT, 3 PHASE, 4 WIRE, PANEL A). 2.7 Where distribution panelboards are not furnished with door, each switch or breaker shall be furnished with a permanent card holder or an engraved plastic or metal strip as specified under "Identification of Equipment" permanently attached in uniform position to outside cover, indicating device usage or equipment controlled, such as Panel PA. Numbers shall be the same as those on drawings and diagrams. 2.8. Distribution panelboards shall be manufactured by Square D, General Electric, Westinghouse or Gould. 2.9 . Forward submittals and one -line diagram to the Owner for approval. 3.0 Lighting and Branch Circuit Panelboards 3.1 Furnish and install all lighting and branch circuit panelboards where shown on the floor plan drawings, as scheduled on the drawings, and as hereinafter specified . 3.2 All panelboards shall be of the circuit breaker, dead front type with separate ground bar and shall be for the voltage as indicated on the drawings and in the panelboard schedules. 3.3 Panelboard types shall be as follows: 250V MAIN LUGS ONLY Ampere Size Sq -D G.E. Westinghouse Gould. Manufacturer and Type 100,225 400,600 NQOB NLAB 250V MAIN BREAKER .Ampere Size 100,225 400 600 Sq -D G.E. NQOB NLAB I -LINE NLAB B10B NLAB Manufacturer and Type Westinghouse Gould BLOB B10B NLAB NLAB 480V MAIN LUGS ONLY Ampere Size Sq -D G.E. 100,225 400 600 NEHB NHB NEHB NHB NH1B NHB Manufacturer and Type Westinghouse H1OB WEHB WEHB 480V MAIN BREAKER Ampere Manufacturer and Type Size Sq -D G.E. Westiinghouse Gould 100,225 NEHB NHB H1OB NHB 400 NEHB NHB WEHB NHB 600 I -LINE NHB WEHB HB Gould NHB NHB NHB 3.4 Circuit breakers shall be quick -made, quick- break, thermal- magnetic, trip indicating, bolt -on type and have common trip on all multipole breakers. (Trip indication shall be clearly shown by the breaker handle taking position between ON and OFF when the breaker is tripped.) Branch circuit breakers feeding convenience outlets shall have sensitive instantaneous trip settings of not more than 10 times the trip rating of the breaker to prevent repeated arcing shorts. 3.5 Where noted in panelboard schedule, single pole 20 ampere circuit breakers shall be UL listed and "HID switching duty" and shall carry proper marking. 3.6 Single pole 15 amp and 20 ampere circuit breakers shall be UL listed as "Switching Breakers" and shall carry the SWD marking. 3.7 Minimum interrupting ratings (RMS Syn. Amps) are to be as. follows: TRIP RATING INT. RATING @ 240V INT. RATING (Main or Branch) @ 480V 15 -30 A (1 pole) 15 -100 A 110 -225 A 250 -600 A 10,000 A (120V) 10,000 A 22,000 A 42,000 A 14,000 A (277V) 14,000 A 22,000 A ,.304000 A 3.8 Bus bar connections to the branch circuit breakers shall be the "distributed. phase" or "phase sequence" type. Single phase, three -wire panelboard bussing shall be such that any two adjacent single -pole breakers are connected to opposite polarities in such a manner that two -pole breakers can be ' installed in any location. Three - phase, four -wire bussing shall be such that any three adjacent single -pole breakers are individually connected to each of the three different phases in such a manner that two or three -pole breakers can be installed at any location. All current carrying parts of the bus assembly shall be plated. Mains rating shall be as shown in the panelboard schedule or on the plans. 3.9 Provide lugs (top or bottom as required) for incoming feeder cables. Provide multiple line lugs or feed -thru lugs as noted in the schedule or as required to sub -feed to adjacent panelboard sections or to other panelboards. 3.10 Terminals for feeder conductors to the panelboard mains and neutral shall be UL listed as suitable for the type of conductor specified. Terminals for branch circuit wiring, both breaker and neutral, shall be UL listed as suitable for the type'of conductor specified. 3.11 Panelboard circuit numbering shall be such that starting at the top, odd numbers shall be used in sequence down the left hand side and even numbers shall be used in sequence down the right hand side. 3.12 Fronts shall include doors and have flush, stainless steel, cylinder tumbler -type locks with catches and spring- loaded door pulls. The flush lock shall not protrude beyond the front of the door. All panelboard locks shall be keyed alike. 3.13 Fronts shall have adjustable indicating trim clamps completely concealed when the doors are closed for panelboards 600 amps or less. Mount doors with completely concealed steel hinges. Fronts shall not be removable with door in locked position. Doors over 48 in. long shall have three -point latch and flush lock. Provide a circuit directory frame and card with a clear plastic directory covering on the inside of the door. Provide a space for the directory card of at least 1/4 in. high x 3 in. long or equivalent for each circuit. Type the directory to identify the load fed by each circuit. Fronts shall be of code gauge, full finished steel with rust inhibiting primer and baked enamel finish. Where multiple panel sections are required, install individual fronts for each section. 3.14 Enclose the panelboard bus assembly. in a steel cabinet and fabricate from galvanized steel or equivalent rust resistant steel. MAIN BUS SIZE MINIMUM GUTTER MINIMUM GUTTER AT MAIN OPPOSITE*MAIN 100,225 5" 5" 400,600 8" 8" BRANCH BREAKER SIZE MINIMUM GUTTER 15 -100 amp 4". 110 -225 amp 250 -600 amp 8" 3.15 Each panelboard, as a complete unit, shall have a short circuit current rating equal to or greater than 10,000 amps symmetrical or the integrated equipment rating shown on the panelboard schedule or on the drawings. This rating shall be established by testing with the overcurrent devices mounted in the panelboard. The short circuit tests on the overcurrent devices and on the panelboard structure shall be made simultaneously by connecting the fault to each overcurrent device with the panelboard connected to its rated voltage source. Method of testing shall be per Underwriters Laboratories Standard UL 67. The source shall be capable of supplying the specified panelboard short circuit current or greater. Testing of panelboard overcurrent devices for short circuit rating only while . individually mounted, is not acceptable. Also, testing of the bus structure by applying a fixed fault to the bus structure alone, is not acceptable. Mark panelboards with their maximum short circuit current rating as the supply voltage and shall be UL listed. 3.16 Where low voltage lighting control relays are mounted in the panelboards, each cabinet shall have adequate end gutter for mounting the relays. 3.17 On the outside of each panel and above the door, a permanently attached and engraved sign as specified under "Identification of Equipment" shall be installed indicating the power systems, voltage, etc., in 1/4" letters, ie., (120/208 VOLT, 3 PHASE, 4 WIRE, PANEL A). 3.18 Panelboards shall be listed by Underwriters Laboratories and bear the UL label. In addition, panels used for panels used for service entrance, shall bear the UL service entrance label. 5" 3.19 Forward submittals to the Owner for approval. 4.0 Distribution Transformers 4.1 Furnish and install where shown on the drawings, Square -D, Westinghouse or General Electric indoor dry -type transformers. 4.2 Furnish the transformers with four (4) 2 -1/2% taps, Class -H insulation for 80 degree C. temperature rise above 40 degree C. ambient operation, ventilated sheet metal enclosure, mounting rails and rubber vibration eliminator between core and coils. 4.3 Coils shall be insulated with thermo setting varnish in accordance with NEMA ST20 standards for 200 degrees C. UL component recognized insulation system. Cores shall be steel with laminations connected with structural steel. 4.4 4.5 Sound levels of unit shall not exceed 60 dB. All transformers shall be continuous wound construction for 400 volt, 3 phase, 3 wire delta primary and 120 /208 volt, 3 phase, 4 wire wye secondary. 4.6' All transformers shall be of KVA size as scheduled on the drawings. 4.7 4.8 4.9 Transformers shall be listed by Underwriters' Laboratories Inc. for specified temperature rise. Transformers 75 KVA and smaller shall be suitable for floor or wall mounting. Bond the neutral connection on the transformer, enclosure and conduits entering same to the ground system as indicated on the drawings. 4.10 Forward submittals to Architect for Owner's approval. 5.0 Disconnect Switches 5.1 All disconnect switches shall be heavy -duty multiple pole enclosed type safety switches. 5.2 All switches shall be the fusible type with rejection type fuse clips unless otherwise noted on the drawings or in the starter schedule. UL listed short circuit ratings shall be 200,000 amperes RMS symmetrical when equipped with Class J or Class R fuses. 16400 -7 5.3 Switches shall have a quick -make and quick -break operating handle and mechanism which shall be an integral part of box. not the cover. Switches shall have a dual cover interlock to prevent unauthorized opening of the switch door in the ON position or closing of the switch mechanism with the door open. Handle position shall indicate if switch is ON or OFF. 5.4 All switches shall have switch blades which are fully visible in the OFF position when the door is open. 5.5' Switches shall be horsepower rated and be for the voltage and current ratings as shown on the drawings or in the starter schedule. 5.6. All switches shall be NEMA I enclosures unless otherwise noted on the drawings or in the starter schedule. 5.7 All switches shall be UL listed. 5.8 Each disconnect switch shall be furnished with an engraved plastic or metal strip as specified under "Identification of Equipment" permanently attached to outside cover, indicating device usage or equipment controlled, such as, Fan EF -1. Number shall be the same as those on drawings and temperature control diagrams. 5.9 All disconnect switches shall be manufactured by General Electric, Square -D, Federal Pacific, Gould or Westinghouse. 5.10 Forward submittals to Architect for Owner's approval. 6.0 Fuses 6.1 Fuses 250 and 600 volt. 6.1.1 Circuits 601 to 6000 ampere shall be protected by current limiting time delay UL Class L fuses. Fuses shall be time -delay and shall hold 500% of rated current for a minimum of 4 seconds, clear 20 times rated current in .01 seconds or less and be listed by Underwriters Laboratories Inc., with an interrupting rating of 200,000 amperes r.m.s. symmetrical. 6.1.2 Circuits 0 to 600 ampere shall be protected by current limiting Low -Peak Dual- Element Fuses UL Class RK1. All dual- element fuses shall have separate overload and short - circuit elements. Fuse shall incorporate a spring activated thermal overload element having a 284 degree F. 16400 -8 melting point alloy and shall be independent the 500% of short - circuit clearing chamber. The rated current for a minimum of 10 seconds and be listed by Underwriter's Laboratories Inc., with an interrupting rating of 200,000 amperes r.m.s. symmetrical. 6.1.3 Motor Circuits -- All individual motor circuits rated 480 amperes or less shall be protected by Low -Peak Dual- Element Fuses UL Class RK1 or L. The fuses for 1.15 service factor motors shall be installed in ratings approximately 125% of motor full load current. 1.0 service factor motors shall be protected by UL Class L Low -Peak Dual- Element Fuses UL Class RK1 or L installed in ratings approximately 115% of the motor full load current except as noted above. 6.1.4 Circuit breaker panels shall be protected by Low -Peak Dual- Element Fuses as shown on the drawings, UL Class RK1 or. L. 6.1.5 All ballast- controlled lighting fixtures shall be protected by glass tube fuses with holders. They shall have individual protection on the line side of the ballast. Fuse .and holder shall be mounted within or as part of the fixture. Holder shall be mounted in protected location or be in an in -line waterproof holder. Size and type of fuse to be recommended by ballast manufacturer. 6.1.6 All fuses shall be of the same manufacturer and shall be manufactured by Sussman Manufacturing Company or Gould. 6.1.7 Spare Fuses -- Provide and install an 8 in. x 24 in. x 36 in. metal cabinet with three shelves and hinged door with lock and key. Wall mount cabinet in equipment room and use to stock spare fuses. Provide spare fuses consisting of 10% of each size and type used, but in no case less than one set of three. 7.0 Motor Starters and Associated Equipment 7.1.. Furnish separately mounted motor starters as scheduled and shown on the drawings. 7.2 All motor branch circuit power wiring shall be specified under other sections to these specifications. 7.3. Pushbutton station shall consist of heavy duty pushbuttons having single -pole single throw, maintained contact type double break silver contacts. 7.4 Pilot lights shall be 120 volts, slide base lamp or miniature bayonet base. Colored pilot light lenses shall be interchangeable. 7.5 Pushbutton and pilot light shall be of plug -in (base mounted) construction and furnished in NEMA I flush enclosure unless otherwise noted on the drawings or starter schedule. 7.6 Legend on buttons shall read, START - STOP. Pilot light shall indicate motor operating. 7.7 Manual starters shall be double break, silver alloy contacts, horsepower rated and consisting of a manually operated toggle switch complete with thermal overload elements. Starter shall be inoperative if thermal unit is removed. 7.8 Furnish all manual starters with pilot lights. Recess manual starters flush in walls in all finished areas. In mechanical equipment areas or areas with exposed conduit, furnish surface NEMA I enclosure. 7.9 Furnish separate hand -off auto selector switch with maintained contacts in separate enclosure adjacent to manual starters where shown on the drawings or noted in the starter schedule. 7.10 Magnetic starters shall be the combination type furnished for all multiple phase operated equipment, as indicated in the starter schedule. Combination starters shall be manufactured in accordance with the latest published NEMA standards, sizes and 'horsepower ratings. Disconnect switch combination starters shall consist of a visible blade fusible disconnect switch and a motor switch. 7.11 The disconnect handle used on combination starters shall always be in control of the disconnect device with the door opened or closed. Enclosure door must be closed to permit operation of the disconnect switch. A defeater screw shall allow authorized personnel to open the enclosure door with the disconnect "ON ". Provide DPDT electrical interlock on each disconnect switch. 7.12 All starters used in combination starters shall be manufactured in accordance with the latest published NEMA standards, sizes and horsepower ratings. All starters shall be across - the -line magnetic non - reversing type with double break silver alloy contacts with gravity dropout. All contacts shall be replaceable without removing power wiring or removing starter from panel. The starter must have straight - through wiring. Starters shall include a normally open holding circuit interlock as standard. These starters shall be furnished with three melting alloy type thermal overload relays. Thermal units shall be of one -piece construction and interchangeable. The starter shall be inoperative if a thermal unit is removed. 7.13 Mount starters and disconnect switches in NEMA -I general purpose enclosures, except where special enclosures are indicated in the schedule. All starters shall be complete with pilot lights and reset button in cover, externally operated fused disconnect switch, fuses, and three (3) proper sized overload elements. Furnish additional accessories, such as auxiliary contacts, on -off pushbuttons and hand -off auto selector switches with the starter as indicted in the schedule. 7.13.1 A "green" power pilot light to be "on" all the time the motor branch circuit is energized. 7.13.2 A "red" pilot light shall indicate motor running. 7.14 Furnish all magnetic and manual starters with properly sized overload elements. 7.15 All magnetic starters shall be furnished with control coils for 120 volt control voltage. All 208 volt starters shall have a neutral in the circuit and control voltage shall be phase to neutral 120 volts. Control transformers shall be furnished for 480 volt starters. Provide in -line fuse in secondary circuit of control transformer. 7.16 The schedule of starters as shown on the drawings shall indicate motor horse power, phase, voltage, starter size, starter type, auxiliary contact, types of accessories; such as pushbuttons, hand -off automatic switches and pilot lights. 7.17 Fuses for all disconnect switches shall be specified under other sections of these specifications. 7.18 Furnish each manual and magnetic starter unit with an "Identification of Equipment" permanently attached to outside cover, indicating device usage, such as, Exhaust Fan. Numbers shall be the same as those on drawings and temperature control diagrams. 9.4 The Utility Company will furnish and install the following facilities for the electric service: 9.4.1 Primary Cable. 9.4.2 Pad - mounted transformer. 9.4.3 Primary and secondary cable connections at transformer. 9.5 Provide meter cabinet and current transformer cabinet. The meters and matching control wiring will be furnished and installed by the Utility Company. Furnish and install one (1) empty 1 -1/2" conduit from the meter cabinet to the current transformer location. 9.6 Current transformers shall be provided by the Utility Company and installed in the C.T. cabinet by the contractor. 9.7 Current transformer cabinet shall be Erickson #1076 -2 WPS pre- bussed enclosure complete for 600 amp, 4 wire service. Cabinet shall be acceptable to and approved by the Utility Company. 9.8 Meter cabinet shall be Alwalt #344 meter socket. Cabinet shall be acceptable to and approved by Utility Company. 9.9 Shop drawings for current transformer cabinet and meter cabinet shall be submitted to Architect for Owner and Utility Company approval. 9.10 All cost chargeable to the project by the Utility Company for their work shall be paid directly by the Owner. 10.0 Grounding 10.1 Furnish and install a completely grounded electrical system as shown on the drawings and as hereinafter specified. 10.2 All grounding shall be in strict accordance with the 1987 edition of the National Electric Code. 10.3 Use the steel conduit system as the ground conductor on all branch circuits, all feeders, panelboard feeders and motor circuits, except as hereinafter specified. 10.4 Provide panelboards and other feeder conduits with grounding type bushings at both ends and bond to the ground bus and the panel tub with ground cables sized for NEC Table No. 250 -95. 10.5 Provide the main distribution equipment,panelboards, and motor control centers with a separate ground bus. Bond the neutral bus, distribution enclosure and all conduits 16400 -13 entering same to the ground bus with separate ground wires per Table #250 -95 of NEC. Neutral and ground buses shall be bonded together only at the service entrance equipment. 10.6 The electrical service ground shall consist of separate ground cables installed from the ground bus to a ground field and the water main. The ground field shall consist of three 3/4" x 10' -0" copperweld ground rods driven in a 10' -0" equilateral triangle, driven to a depth so that the top of the rods are 24" below finished grade. Interconnect the rod and cable with the same size cable as the cable entering the distribution equipment with bolt type bronze cross connectors. Locate the field in an undisturbed earth area. 10.7. Furnish and install a bonded jumper around the water meter in the event the meter is removed from the piping. The jumper shall be either a cable jumper with proper pipe to cable clamps or a standard bonding yoke of equal current carrying capacity as the system ground. 10.8 Install all outlets with a green jumper wire from the ground terminal of the outlet to a grounding lug in the outlet box. 10.9 Install separate green ground wire (in addition to branch circuit conductors) and bond to electrical equipment when the following conditions exist: 10.9.1 Where flexible metal conduit and liquid tight flexible conduit is used as a final connection to electrical equipment, bond the green conductor to conduit system in the last junction box and to all electrical equipment, i.e., lighting fixtures, motors, transformers and other equipment. 10.9.2 Where plastic conduit is specifically specified and used for branch wiring, i.e., exterior lighting. All distribution and substation transformers with "wye" secondary connections shall have the "XO" or neutral terminal bonded to the ground system along with the enclosure and mounting hardware. 10.10 10.11 Take care to provide complete ground continuity throughout the system. 11.0 Electrical Connections to Motors and Equipment 11.1 Furnish, install and wire complete all manual starters, magnetic starters, remote pushbutton stations and disconnect 16400 -14 switches, for all pieces of electrically operated mechanical equipment as shown on the drawings and as hereinafter specified. 11.2 Furnish and install all power wiring for the electrically operated mechanical equipment (such as motors) from the panelboards to the disconnect switch and starters and to the motor terminals; and connect same, leaving the apparatus ready for operation. 11.3 Work to be done by other division contractors will include all conduit and wiring required for control work from the holding coil circuit of the starters including the furnishing and installation of all automatic controls, such as, EP switches, aquastats, relays, thermostats, time clocks, limit switches, multi -speed motor switches and alternators. 11.4 Where equipment is furnished by other contractors with factory mounted control panel with integral starters, furnish and install and terminate all power feeder wiring to line side of control panel or integral starter. All power wiring from load side of control panel or integral starters and miscellaneous control wiring shall be furnished and installed by the furnishing contractor or factory. 11.5 Where duplex pumping equipment is furnished by other contractors with an alternator as an integral part of the pump and complete with starters and factory wiring, furnish, install and terminate all power wiring to the line side of the starters or alternator. 11.6 Where duplex pumping equipment is furnished with a remote mounted alternator, the furnishing contractor shall mount the alternator as directed. For remote mounted alternator, furnish and install all power feeder wiring to the line side of alternator and to the motors from the load side of alternator or starters. The control wiring for control of the pump motor operator shall be furnished and installed by the furnishing contractor. '11.7 For specific mechanical equipment such as roof top air handling equipment and air cooled condensing units where multiple motors and starters are associated with the equipment, furnish and install all power wiring from the panelboard to the externally mounted weatherproof disconnect switch near or on the unit and terminate cables at line side 16400 -15 of disconnect switch. Mechanical Contractor shall provide all necessary raceways, cable and final connections from load side of weatherproof disconnect switch to all required terminals in unit. 11.8 Make all final connections to.motors with liquid tight flexible conduit and straight 45 degree or 90 degree connectors. The length of flexible conduit shall not exceed 48" or be less than 12 ". 11.9 All motor branch circuit power wiring shall be as specified under.other sections of these specifications. 11.10 Consult with all other Divisions of Work; such as heating, ventilating and plumbing before installation and before ordering equipment to coordinate the starter type and sizes with the motor type and sizes. Be fully responsible to furnish and install proper fuses, starters, conduit, thermal heaters and conductors to the individual motors, leaving same ready for operation. 11.11, At the time of installation, field check the rating of overload heater elements vs. the nameplate rating of the motor and also to check for proper rotation. The Mechanical Contractor shall be responsible for the final energizing of this equipment. 12.0 Utility Identification 12.1 The Contractor shall install a 6" wide warning tape one foot below finished grade in both the primary and secondary electrical service trenches when the trenches are backfilled. Warning tape shall clearly identify the utility buried in the trench. 12.1.1 Warning tape shall be "Warnoline" as manufactured by the Safety Sign Company, 13700 Prospect Road, Cleveland, Ohio 44136. 12.2 The Contractor shall install property line and change of direction markers directly above the utility. The markers shall be located where the utility crosses the property line and at each change in direction between the property line and the point where the utility enters the building. 12.2.1 Markers shall be as detailed on the Civil drawings. Markers shall be flush with finish grade and have a 2" diameter solid steel shaft set in concrete to locate the utility. The exposed top of the steel shaft shall be stamped with a letter to identify the utility buried beneath. END OF SECTION 16400 -16 1.0 General 1.1 SECTION 16500 - LIGHTING Furnish all labor, materials, equipment and services required to execute, install and complete ready for use, lighting systems for the complete electrical systems; include all parts lists, operating instruction wiring and control diagrams for the systems according to the drawings and specifications and completely coordinated with work of all other trades. 1.2 Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure and complete electrical installation. 1.3 Install, complete, in operative condition and to approval of Owner, materials contemplated herein and shown on drawings. 1.4 Provide equipment, materials and accessories for electrical systems as noted on the drawings and for systems as follows: 1.4.1 Complete light fixture installation. 1.4.2 Complete exit fixture installation. 1.4.3 Complete battery operated fixture installation. 2.0 Light Fixtures 2.1 Furnish and install all light fixtures as shown on the drawings and hereinafter specified. 2.2 If the fixture for a particular outlet is not specifically mentioned on the drawings, figure on furnishing a fixture similar and comparable to that specified for a similar location. 2.3 Furnish each fixture with lamps as noted on the fixture schedule. 2.4 Incandescent lamps shall be 130 volt inside frosted extended service type. 2.5 Fluorescent lamps shall be warm white unless otherwise noted on the fixture schedule. 2.6 HID lamps shall be diffuse coated. 2.7 All lamps shall be manufactured by General Electric, Westinghouse or Sylvania. All fluorescent lamps shall be full output type. 2.8 All fixtures shall be Underwriter's Laboratories listed.. 16500 -1 2.9 All fixtures shall have socket suspensions which prevent twisting of wire when installing light bulbs. All incandescent fixture wire shall be type AF, FF -1, PF or PFF and wiring in fluorescent fixture channels shall be AF, CF, or PFF. 2.10 All fluorescent ballast shall be manufactured to UL Standards, carry UL label and shall be ETL certified to CBM Standards. 2.11 All fluorescent rapid start, 430 M. A. ballasts shall be UL "Class P Type ", internally thermally protected manufactured by General magnetic hum. All ballasts shall be guaranteed for two years from any defects. All rapid start ballasts shall have a sound level of "A" or better. 2.12 All four lamp fluorescent fixtures shall have one two lamp ballast connected and controlling the two outboard lamps and the remaining two lamp ballast connect controlling the two inboard lamps to allow 1/2 level lighting control. 2.13 All three lamp fluorescent fixtures shall have the two lamp ballast connected and controlling the two outboard lamps and the single lamp ballast connected and controlling the center single lamp. All three lamp fluorescent fixtures shall have lamps equally spaced across the width of fixtures. 2.14 All HID ballasts shall be stabilized type for the various types and sizes of lamps used manufactured by General Electric, Solar, Sylvania, or Westinghouse. 2.15 Furnish all fluorescent and HID ballasts with a Sussman HLR holder and GMF fuse, sized at three times normal ballast amperage. Fuse and holder shall be mounted within the ballast channel or as part of the fixture and located convenient for changing of fuse. 2.16 All fluorescent and HID ballasts shall be suitable for operation at 277 volt, 60 hertz unless otherwise noted on the fixture schedule. 2.17 All fluorescent fixtures shall be suitable for proper heat dissipation from the ballasts. If necessary, the manufacturer of the fixture shall test same to insure proper operation temperatures for the ballasts. 2.18 2.19 2.20 Fixtures shall have specified finish. Where finish is not mentioned, it shall be obtained from the Owner. Before any fixtures are ordered, install samples in contractor's showroom for approval if the Owner so directs. All recessed fixtures to be installed in plaster ceilings shall be furnished with plaster frames and light tight gaskets as required. 16500 -2 2.21 All recessed fluorescent fixtures shall be suitable for installation in the ceiling and /or the suspension system they are to be installed in. Check the fixture types against the approved type of ceiling material in each room and install the proper fluorescent fixture trims to fit the ceiling suspension system, ie., flanged for plaster and concealed suspension systems, lay -in for exposed Tee -bar, etc. 2.22 Furnish tee bar safety clips for all recessed fixtures to be installed in lay -in tee bar suspension ceiling systems. 2.23 Forward a bound brochure of all lighting fixtures indicating fixture types, finishes, lamps, details, etc., to the Owner for approval. 2.24 See Light Fixture Schedule on the drawings for additional information. 2.25 Handle chrome eggcrate lenses only with new, clean, white cotton gloves. Fingerprints will be cause for rejection. 2.26 Provide GWB "tents" as required for one hour ceiling areas. 3.0 Exit Lighting System 3.1 Connect all exit lighting units to an unswitched circuit• originated from the same branch circuit as adjacent corridor lighting fixtures. 3.2 All exit fixtures as noted in light fixture schedule on the drawings shall be of the self- contained type with the following items: 3.2.1 Maintenance free rechargeable sealed lead battery having a 10 year life rating and warranty and capable of powering the connected lamps for 1 -1/2 hours to 87 -1/2% of initial nominal battery voltage. 3.2.2 Automatic charger with multi -rate, solid state rectifier . with sensing device and charge transformer to charge the battery to 100% of battery capacity within 12 hours following full rated load discharge to 87 -1/2% nominal voltage. 3.2.3 3.2.4 3.2.5 Test switch to simulate a power failure and to cycle the charging circuit. Automatic transfer switch to immediately energize all lamps connected to unit upon failure of normal power. Pilot and ready light. 16500 -3 3.2.6 Integral battery and charger emergency pack shall be mounted within the exit housing and shall be accessible for service without removing exit sign from its mounting. .3.2.7. Normal lamps shall be 145 V. long life 50,000 hours. 3.3 These units shall be fully automatic with solid state switching. Upon normal AC power failure, two emergency lamps will operate on battery power for the minimum required 1 -1/2 hours without reducing battery voltage lower than 87 -1/2% of nominal rated voltages as required by NEC and OSHA. Upon restoration of regular power supply, the unit shall switch back to normal mode and charger shall replenish sealed battery within 24 hours. 3.4 Forward submittals to Architect for Owner's approval. 4.0 Battery Operated Emergency Fluorescent Lighting Fixtures 4.1 Furnish and install in fluorescent lighting fixtures, General Electric Cat. No. 8G5751, emergency power pack, complete with sealed nickel cadmium battery for 90 minutes of operation, invertor, two lamp ballast, derangement lamp, battery charger and push -to -test indicator. 4.2 Install all components in the ballast channels and housing of the fluorescent fixtures. 4.3 Install the push -to -test switch in ballast housing, accessible by opening lens enclosure. Wire the switched circuit and unswitched circuit thru the push -to -test switch. Push -to -test switch shall be a two pole switch. 4.4 Install the derangement indicating lamp in ballast housing and locate approximately 1/4" from lens. 4.5 The switched circuit and unswitched circuit shall originate from the same current phase and same branch circuit. 4.6 All fixtures shall be switched by standard wall switches. Connect the battery charger and sensor to an unswitched 120 volt circuit. Energize the standby power source only when 120 volt input voltage to or from the panelboard is lost. 4.7 Power pack system manufactured by Advance, Universal or Bodine can be furnished. 4.8 See lighting fixture schedule on the drawings for the particular lighting units that are to be equipped with the emergency power packs. 16500 -4 4.9 Forward submittals to Architect for Owner's approval. 5.0 Exterior Lighting 5.1 Furnish and install all conduits, boxes, wire, concrete bases, anchor bolts, trenching, backfilling, necessary to complete the exterior lighting installation as shown on the drawings and as hereinafter specified. 5.2. All wire shall be installed conduit and shall be type THHN /THWN direct burial cable. All conduit for this installation shall be Carlon type 40 heavy wall plastic raceways. Bury all raceways at a depth of 24" and lay in the bottom of the trench with no sharp bends. 5.3. All concrete bases shall be complete with reinforcing steel, anchor bolts and conduit ells. All concrete bases shall have the exposed portion hand- rubbed for a finish surface. 6.0 Junction Boxes for Recessed Light Fixtures and P.A. Speakers 6.1 Furnish and install a junction box with flexible greenfield to unit for each recessed ceiling fixture and P.A. speaker shown on the drawings. 6.2 Where required, the junction boxes shall be standard 4" square or larger with blank cover, located adjacent to recessed unit. The boxes shall be rigidly fastened in place to the steel framing system or structure. Install separate junction boxes for the emergency and normal power sources, but the flexible greenfield shall terminate at the same junction box on the light fixture. 6.3 From the junction boxes, install 1/2" flexible conduit to the fixture. 6.4 Length of the flexible conduit shall not be less than three feet and not more than five feet long. Locate the box at least one foot from the recessed unit. 6.5 Furnish all recessed fixtures and recessed speakers with plaster frames so they can be removed from the ceiling after plastering is completed. 7.0 Support for Light Fixtures and Speakers 7.1 Furnish and install all supports for the lighting fixtures and all other items of equipment in this contract. Required backing previously installed under other Sections - coordinate. 16500 -5 7.2 In general, support all fluorescent fixtures from the building structure and not from the ceiling suspension system (such as a T -bar system for a suspended acoustical tile ceiling). 7.3 Support the fixtures from the bar joists, floor structure or roof structure above with threaded hangars, washers and nuts. Install two hangars for each fluorescent fixture. Where a fixture occurs under ducts, the width of duct shall be spanned with Unistrut suspended and supported at both ends and the fixture attached to the Unistrut. 7.4- At the Electrical Contractor's option recessed fluorescent fixtures can be supported from the ceiling suspension system if the Electrical Contractor makes arrangements and pays for additional ceiling hangar wires of adequate strength and . quantity to support the fixtures. Where recessed fixtures occur in grid system, install tie wires on all four corners of the grid system about the fixture. Fixtures so supported shall be securely fastened to the grid system members with safety tee bar clips. 7.5 . Location of all recessed incandescent fixtures are approximate. Verify the exact locations on the job so fixtures are centered in the 20" x 60 ", 2' x 4', 2' x 2', or 1' x 1' acoustical tile ceiling. 7.6} Mount outlet boxes for all surface or pendant mounted ceiling fixtures, fluorescent or incandescent directly above fixtures with a:face box opening above the fixture or canopy. 7.7 Furnish all pendant mounted fixtures with canopies and ball aligner.s. Verify ' the exact length of all pendants on the job and install accordingly to clear ducts, piping and other obstructions. 8.0: Control of Lights 8.1 Where the control of any light is not clearly shown on plans, nor clearly specified, obtain this information from the Owner in writing before starting the conduit work. Include in proposal control of every light outlet in the building not so indicated on the drawings. 1.0 General 1.1 SECTION 16700 - COMMUNICATIONS Furnish all labor, material, equipment and services required to execute, install and complete ready for use, communication and alarm systems for the complete electrical systems; including all parts list, operating instruction wiring and control diagrams for the systems according to the drawings and these specifications. 1.2 Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure and complete electrical installation. 1.3 Install, complete, in operative condition and to approval of Owner, materials contemplated herein and shown on drawings. 1.4 Provide equipment, materials and accessories for electrical systems as noted on the drawings and for systems as follows: 1.4.1 Complete fire alarm system. 1.4.2 Complete telephone conduit system. 2.0 Fire Alarm System 2.1 Furnish and install a completely new low voltage, electrically supervised, zoned, fire alarm system as shown • on the drawings and as hereinafter specified. 2.2 The system shall be arranged and wired to function as follows: 2.2.1. The act of breaking a glass and pulling a lever on manual breakglass station or activation of automatic detector shall automatically activate the following functions: 2.2.1.1 Sound all signals continuously and flash all visual signals continuously until the system is reset.. 2.2.1.2 Indicate on the remote annunciator panel and on the control panel the particular zone in the building that has been. activated. 2.2.1.3 Close separate contacts of remote reporting module to initiate an alarm to a remote station receiver via leased telephone lines. 2.2.1.4 Close and open all auxiliary dry contact relays to stop fans, close smoke dampers and release magnetic door holders connected to same. 2.2.2 Power failures, opens, ground, shorts or any disarrangement in the wiring for the zones, signal circuits, general alarm horn circuits, or components shall indicate trouble by energizing a trouble light and sounding a signal at the control panel. The audible trouble signal may be silenced; however, the trouble lamp shall remain lighted until the system has been returned to normal operating condition. Each new fault shall re -sound the trouble signal even though a previous trouble signal may have been silenced. Trouble signals in the system wiring shall also be transmitted to the remote reporting station. Operating an alarm acknowledged pushbutton (reset) on the main panel shall silence the alarm signals. A subsequent alarm from another zone shall automatically resound the signals and illuminate the corresponding zone lamp until it is acknowledged. This shall continue until all actuated devices are restored and the system is reset. 2.2.3 When the system is tested or serviced, a disconnect switch shall prevent transmission of the alarm signal to the remote reporting panel. When the switch is operated, the disconnect shall operate an "OFF NORMAL" lamp and sound a trouble alarm. During such periods as the disconnect circuitry is in operation, a trouble condition shall be indicated at the remote reporting panel. When the system is reset and restored, the disconnect shall reset and return to the normal condition. 2.2.4 All opens, ground or shorts in the wiring for the zones, signal circuits, or general alarm horn circuits shall indicate trouble by energizing a trouble light and sounding a buzzer. Trouble lights on the zone circuits shall be indicated for each zone. 2.2.5 All lamps in the remote annunciator panel shall be manually supervised in the individual panel with group lamp test switches. Trouble signals in the system wiring shall also be transmitted to the local fire department. 2.2.6 The system and all its components shall be for low voltage operation at 24 volt D.C. The power supply to the control units will be 120 volt, 60 hertz and automatically transfer to standby batteries should the main power fail. Batteries shall be rated at sufficient capacity to operate the system for 1 -1/2 hours with the main power source disconnected and 16700 -2 still be capable of powering the system in an alarm condition for 15 minutes. Disconnecting the batteries, low battery voltage or high battery voltage shall sound a system trouble on the main control panel. Failure of the 120V AC system and an automatic transfer to batteries. shall indicate and sound a system trouble at the remote alarm panel. 2.2.7 All equipment shall be approved by Factory Mutual and /or Underwriter's Laboratories. :2.2.8 The system and all equipment is specified as being manufactured and furnished by the Simplex Time Recorder Co., Systems; however, equipment manufactured by Honeywell or Pyrotronics can be furnished provided they meet all functional requirements. 2.3 Equipment: Any material or equipment necessary for the proper operation of or to complete the system not specified or described herein shall be deemed part of this specification. Furnish and install the following equipment where shown on the drawings and schematic diagrams: 2.3.1 Main Control Panel: Simplex Cat. No. 2001 -9000, Pyrotronics No. CP30 or Honeywell Cat. No. W940A. The control panel and all its components shall be solid state and modular. All major functions shall be contained in separate modules. The control panel shall provide the following functions: 2.3.1.1 2.3.1.2 2.3.1.3 2.3.1.4 2.3.1.5 2.3.1.6 2.3.1.7 2.3.1.8 2.3.1.9 2.3.1.10 2.3.1.11 2.3.1.12 2.3.1.13 2.3.1.14 2.3.1.15 2.3.1.16 8 zone, space for 4 zone future 2 general alarm horn circuit 4 3PDT auxiliary relay battery charge and standby batteries as required fuse ffiodules remote reporting station module distribution terminals transformer disconnect switch for remote reporting station lamp flashing module supervised detection circuits supervised alarm circuits supervised audible alarm circuits zone alarm lamps AC power on lamp lockable steel surface mounted cabinet. 2.3.2 Manual Breakglass Station: Simplex No. 4251 -30, Pyrotronics No. MS501 or Honeywell No. S464 - -A double action manual breakglass unit with normally -open alarm contacts, recessed pull lever, and plastic replaceable break -away rod. The unit shall be semi-recessed in the wall 48" above the floor where shown on the drawings, or where directed. Spare plastic replaceable break away rod shall be provided with each 'unit. 2.3.3 Alarm Signals (Audio and Visual): Simplex Cat. No. 2903 -9005, Honeywell No. SC806A or Pyrotronics No. HIF -O - -A 24 volt DC flush mounting horn and grille and flashing light. The flashing light shall be self- contained, shock- resistant mounted, controlled by flashing unit at the control panel. The cover for the flashing light shall be white with the red work "FIRE" applied on 2 sides in red silk screened letters. 2.3.4 Automatic Fire Detectors: All detectors shall be Simplex Cat. No. 4255 -1, Honeywell Cat. No. T4057A or Pyrotronics No. DT -135R. 2.3.4.1 All detectors shall be 135 degrees fixed temperature and rate -of -rise with normally -open contacts. 2.3.4.2 Where 200 degree units are specially noted on the schematic drawings, they shall be 197 degrees fixed temperature with normally open contacts as manufactured by the following: Simplex Cat. No. 4255 -2, Pyrotronics No. DT -200F or Honeywell Cat. No. T4037A.. 2.3.5 Fan Stop and Smoke Damper Relay: The fan stop relay shall be installed in NEMA 1 enclosure complete with a 24 volt DC coil and with two (2) normally -open 25 amp contacts, one (1) set of contacts for each fan control circuit. The control circuit for each designated fan shall be wired through one (1) set of relay contacts by the Electrical Contractor. Control coil of relay shall be connected to the normally closed contacts of the auxiliary relay module in the fire alarm control panel. A 24 volt DC power source for coil operation shall originate from the fire alarm control panel. Activation of the fire alarm system shall cause the relay to operate and fans to shut down. 2.3.6 Smoke Detectors: Simplex Cat. No. 2098 -9507, Pyrotronics No. DI -3 or Honeywell Cat. No. TC100A - -A two- chamber ionization detector with sensitivity of 2% per foot of smoke obscuration. Detectors shall operate on a two wire alarm /power circuit. An illuminating red LED in the base of the individual detector shall indicate that the unit is in alarm condition. Where smoke detectors are concealed, a remote lamp shall be provided for ease of locating the detector in alarm condition. Detector shall be provided with SPST N/O alarm contacts. 16700 -4 2.3.7 Smoke Detectors with Auxiliary Contacts: Simplex Cat. No. 4262 -22, Pyrotronics no. D1 -3 w /aux. contacts or Honeywell Cat. No. TC100A- 14501384 -002- two - chamber ionization detector with sensitivity of 2% per foot of smoke obscuration. Detectors shall operate on a two wire alarm /power circuit. An illuminating red LED in the base of the individual detector shall indicate that the unit is in • alarm condition. Where smoke detectors are concealed, a remote lamp shall be provided for ease in locating the detector in alarm condition. Detector shall be provided with SPST N/O alarm contacts and SPST auxiliary contacts. 2.3.8 Duct Mounted Ionization Detector: Simplex Cat. No. 2098 -9506, Pyrotronics No. DA -4R or Honeywell Cat. No. TC1000B - -A duct housing and sampling tube assembly capable of a 50% to 75% penetration into the duct width to provide an accurate and consistent air. supply to be sampled, complete with ionization smoke detector. The detector shall be enclosed within the housing and be a dual chamber ionization type with factory setting to detect both visible and invisible particles of combustion at a 2.0% light obscuration per foot level. Detector shall operate on a two wire alarm /power circuit. A visual LED alarm indicator shall be mounted on front of detector housing along with test and reset button. Detector shall be provided with SPST N/O alarm contact and SPDT auxiliary contacts rated at 10 amp, 120 volt resistive. Additional N/O contact shall be provided for remote alarm indication. The N.0 auxiliary contact shall be for fan shut down. Contractor shall wire 120 volt control circuit from motor starter coil of the air handling unit in series with N/C auxiliary contact. Specific care should be taken in the location of duct type sampling tubes and associated housing to allow for proper operation, testing and inspection. Where ductwork is visible, such as mechanical rooms, the detector shall be located in ductwork to allow the alarm indicating LED to be viewed from a common passage in room. Where detector cannot be located in ductwork to be viewed from a common passage, a remote alarm indicator LED, test and reset assembly shall be provided on wall near detector for•ease of locating detector in alarm condition. Actual location shall be confirmed by manufacturer as to duct width, filters, air velocities and bends in ductwork. 2.3.9 End -of- the -Line Resistors: Simplex Cat. No. 4293, Johnson Controls Cat. No. EOL or Honeywell Cat. No. 14507600 -01 -- End -of- the -Line resistors and diode assembly shall be installed at the end of each zone circuit for 416700 -5 supervision. The unit shall be recessed in.the wall or ceiling adjacent to the last device on the system, ie., break station, fire detector or smoke detector. The coverplate shall clearly designate the unit in graphics. 2.4 New Wiring 2.4.1 All wiring shall be installed in conduit. All wiring in the system shall be new. All wiring shall be individually insulated conductors. The individual conductor insulation shall be color -coded throughout the system. 2.4.2 All wiring shall be in accordance with the manufacturer's wiring diagram and recommendations. 2.4.3 All rough -in boxes shall be of sufficient size for the conduit and conductors entering same. 2.4.4 All connections and power sources introduced into the fire alarm system via the auxiliary contacts of the smoke detectors shall be in strict accord with the fire alarm manufacturer's requirements and recommendations. 2.4.5 The sprinkler system flow switch will be furnished and installed by others. The Electrical Contractor shall wire same into the system as a separate zone. 2.4.6 The following is a general description of the system wiring requirements: 2.4.6.1 Zones (initiating circuits) to manual breakglass stations, automatic detectors (heat and smoke), sprinkler alarm valves, etc., two (2) conductor twisted cable, No. 14 AWG. per zone, in continuous circuit, without taps, to the last device and the end -of- the -line resistor. 2.4.6.2 Fan Stop.Relay: Two (2) No. 14 AWG per circuit. 2.4.6.3 Alarm Signal Circuits: Two (2) conductor No. 14 AWG for visual signals and two conductor No. 14 for audio signal. 2.5 The system manufacturer shall furnish to the Electrical Contractor, a complete wiring diagram of the system for use during construction. 2.6 Shop drawings of all components and a system wiring diagram showing devices and connections for this building installation shall be submitted for approval. 16700 -6 2.7 The Owner shall be responsible for contacting, arranging and paying for all lease or term agreements with the telephone utility company or alarm reporting company to install all wiring necessary from the City or remote station module contacts in the fire alarm control panel to the authorized point of reception of an alarm or trouble condition, such as, a.municipal fire alarm station or answering service. 2.8 Forward submittals to the Architect for Owner's approval. 2.9 The following is a schedule of the zones on the system: 2.9.1 First floor office 2.9.2 Inspection area 2.9.3 Master sprinkler flow valve 2.9.4 Inspection area sprinkler flow valve 2.9.5 Air handling unit smoke detectors 2.9.6 Second floor office 2.9.7 6 spare for future 2.10 Zone indicating lamps shall be labeled as noted under designation above and not by zone numbers. Labeling shall be with 1/8" high letters on permanent plastic strip attached below indicator lamps. 2.11 Upon completion of the installation of fire alarm system and all equipment, a complete and satisfactory test of the fire alarm system components shall be conducted by the Electrical Contractor for certification in the presence of the Owner or the Owner's representative. Test shall be scheduled to allow all persons involved to be present. A check -out and adjustment of the system shall be made by or in the presence of a qualified factory representative prior to the above test. 3.0 Telephone Conduit System 3.1 Furnish and install a complete conduit system from entrance point to terminal and outlets as shown on the drawings and as hereinafter specified. 3.2 Furnish and install on walls of telephone room, 8' -0" high and width as noted on drawings, 3/4" thick A -C plywood. The material shall be securely attached to the metal studs or other structural wall materials. The plywood shall be sealed front and back, and given two (2) coats of white enamel paint on the exposed face. 3.3 All telephone outlets shall be furnished with coverplates with 5/8" bushed opening. The coverplates shall be of the same material and finish as other device plates in the building. 16700 -7 3.4 3.5 3.6 Install all conduits with nylon fish lines to facilitate the easy installation of telephone cables. All telephone outlets shall be 4" x 4" x 1 -1/2" deep masonry boxes complete with square cut single.gang cover. All outlets shall be mounted 12" above finished floor except for units indicated as wall outlets which shall be mounted 48" above the floor. 3.7 The telephone service shall consist of two (2) empty 4" PVC conduits installed underground from the main telephone terminal point to a point on the site shown on the drawings, including all conduit, trenching and backfilling necessary to complete the services. 3.8 Service entrance conduits shall have nylon fish line installed for ease of installation of telephone cables. 3.9 Unless otherwise noted on the drawings, the minimum size conduit feeding an outlet shall be one inch (1 "). In no case shall conduit homerun feed more than two outlets. 3.10 Provide a 3/4" conduit with ground wire to the building ground or to a water pipe from the terminal cabinets. Furnish a 120 volt quadplex receptacle connected to a separate 20 amp - single pole circuit adjacent to the main cabinets. 3.11 Contact the local telephone company to coordinate the exact telephone service entrance location and requirements prior to running conduits. 3.12 All requirements for the system shall be verified and all costs chargeable to the Owner for the telephone company's work shall be obtained by this Contractor prior to bidding and shall be included in his bid. 4.0 Utility Identification 4.1 The Contractor shall install a 6" wide warning tape one foot below finished grade in both the primary and secondary electrical service trenches when the trenches are backfilled. Warning tape shall clearly identify the utility buried in the trench. 4.1.1 Warning tape shall be "Warnoline" as manufactured by the Safety Sign Company, 13700 Prospect Road, Cleveland, Ohio. 44136. 16700 -8 4.2 The Contractor shall install property line and change of direction markers directly above the utility. The markers shall be located where the utility crosses the property line and at each change in direction between the property line and the point where the utility enters the building. Markers shall be as detailed on the Civil drawings. Markers shall be flush with finish grade and have a 2" diameter solid steel shaft set in concrete to locate the utility. The exposed top of the steel shaft shall be stamped with a letter to identify the utility buried beneath. 5.0..: Installation Drawings 5.2 Schematic diagrams and system floor plan drawings are included on the drawings for all of the system specified. However, any item of equipment shown on the floor plan drawings and not on the schematic diagrams or items shown on the schematic diagrams and not on the plans, is intended to be installed. The floor plan drawings and the schematic diagrams are as one and any item shown on either shall be installed. In addition to the shop drawings, the following shall be submitted for approval and for use in installation: 5.2.1 All equipment specifications, rough -in dimensions, locations, etc., shall be indicated. 5.2.2 . Routing (riser diagrams) showing proposed locations of conduit for ali communications systems, including conduit, sizes. 13UILUIIU rCI"1MI1 (POST WITH INSPL LION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING PERMIT NO. DATE ISSUED: 5S.CD FEES DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 3.542.00. 2,302,00 0523 0523 6 -30 -89 6 -30 -89 PLAN CHECK FEE BUILDING SURCHARGE 3.50 0523 6 -30--89 ENERGY SURCHARGE 15.00 0523 6 -30 -89 OTHER: TOTAL - 5.862 ,50 CHECK 1/89 -155 PROJECT INFORMATION S 6835 Southcenter 131 PROJECTNAME/TENANT State Farm Insurance Company TYPE OF (i New Building U Addition U Tenant Improvement (commercial) LJDemolition (building) ❑ Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: New construction of 2 story office building. VALU 0 ASSESSORACCOUNT# 295490- 0445 -06 1,000,498.00 PROPERTY OWNER Stye Farm surance Sri PHONE 309- 766 -3490 ADDRESS One State Farm Plaza, Bloomington , IL ZIP 61710 -0001 CONTRACTOR M 6 Construction P.O. Box 849 PHONE 889 -9700 ADDRESS 4055 Lake Washington Boulevard 1/200, Kirkland, WA ZIP 98083 -0849 WA. ST. CONTRACTOR'S LICENSE 1 MBCONC *179RG EXP. DATE 3 -31 -90 ARCHITECT Michael Glanz, Architect DMGA) PHONE 486 -6134 ADDRESS 16212 Bothell Way S.E. #F146,_ Mill Creek, WA ZIP 98012 CODE COMPLIANCE / SQUARE OCC. FEET _LOAD SQUARE OCC. FEET 1,QAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC, Lap TOTAL SOUARI FEET TOTAL OCC LOAD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year) :. SETBACKS: _ _ _ FIRE PROTECTION: QSprinklers [] Detectors ❑NIA UTILITY PERMITS RECIUIRED I bloc Yes ❑ No Public Worits1 ZONING: p_0 BAR /LAND USE CONDITIONSnyes 0 N DATE: ( ) "' 9 - ? " • NDITIONS (other than those noted on or attached to permit/plans): COMPANY: t4'..? Cc.�At'f,7 t . FOR n �� % ' SSUANCE BY: j ..�� /!L e 4it/' .� .L,1 . BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: i 2 — to be true and correct. All provisions herein or not. The granting of of any other state or local laws tor and obtain this building permit. _ I hereby certify that I have read a • ex ided this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized ;IGNATURE: r4„, � /--(' DATE: ( ) "' 9 - ? / >y ' UNT NAME: t= i;A2rt /z lrFl COMPANY: t4'..? Cc.�At'f,7 t . This permit shall become null and void it the work is not commenced within 180 days from the date of issuance, or it the work is suspended or abandoned for a period of 180 days from the last inspection. : ERTIFICATE OF )CCUPANCY NO. j DATE ISSUED: • .......iIII■1t� T %ri1 ■ •■•••■■■■■•••r• ■rr.arr.EIN.■•■••••"r .: ELTUJ"1-41 BEL,%7 STATE FARM MUTUAL U FICE COMPANY 6835 SOUTHCENTER BOULEVARD TUKWILA, WASHH'JGTON 98188 7LE ral`H[gYinLiQj • Owner: Architect: Civil Engineer: Landscape Architect: Structural Engineer: Mechanical Engineer: Electrical Engineer: Fire Protection: Building Official: ELECTRIC: GAS: TELEPHONE: WATER, SANITARY SEWER STORM, FLOOD CONTROL... AND HYDRAULICS: TRANSPORTATION ENGINEER (STREET): PARKS & RECREATION: 17--11 ni) L State Farm Mutual Automobile Insurance Company One State Farm Plaza Bloomington, IL 61710 mga architecture & planning Michael Glanz, Architect 16212 Bothell Way S.E. - Suite F146 Mill Creek, WA 98012 (206” 46.6134 or Seattle (206) 522-6125 Clifton`s. Chiu, Project Architect Bush,'. Roe il and Hitchings 2009 Minor Avenue E. Seattle, WA 98122 (206) 323 -4144 Robert Roed, Livid Bell Beck and Baird 1000 Lenora Street Suite 516 Seattle, WA 98121 (200 68242439 'red Beck, Jim Howard Ne 1p'in /Bourdages 11411 N.E. 124th. St. Suite 230 Kirkland, WA 98034. (206) 823 -6667 Robert Bourdages, Mark Codispoti Team Engineering •• 1107 H.W. Grady Way Suite 210 Renton, WA 98055. (206) 226 -7832 Buzz Warter, Jim Ballard; / Team Engineering 1107 S.W. Grady Way Suite 210 Renton, WA 98055 (206) 226) -7832 Buzz Warter, Ann Tieu Team Engineering 1107 S.W. Grady Way Suite 210 Renton, WA 98055 (206). 226 -7832 Buzz Waiter, Jim Ballard City of Tukwila 6200 Southcenter Blvd. Tukwila, WA' 98188 (206) 433 -1845 PUGET SOUND POWER AND LIGHT COMPANY Wn3P293798°58 620 GRADY WAY DON RUSHING WASHINGTON NATURAL GAS 818 MERCER STREET EATTLE, WA 98102 206) 622 -6767 BETTY ROUND S WEST DIRECT COMMUNICATIONS EN QN``4' WA 7TH 98055 (210bb) 872--0110 ANY PERSONNEL b56U JOUTHCENTERP•ISBVD, TUKWILA WA 98188 (206),433-1850 PHIL FRASER,)ENGINEER 6rITY OF TU;1.,Il�A UB I WORKS DEPT 30u ' BOUT ENTER 1 LVD. TUKWILA, WI 98188 (206) 433 -0179 BRIAN SHELTON, ENGINEER LL Q UTUWT vD UKW I LAWAg81 8 . (206) 433- 1843 DON WILLIAMS, DIRECTOR WORKS DEPT. • 4 SEPARATE PERMIT AND APPROVAL REQUIRED SEPARATE PERMIT AND APPROVAL REQUIRED SEPARATE PERMIT AND APPROVAL REQUIRED SEPARATE PERMIT AND APPROVAL REQUIRED INDEX TO DRAWINGS COVER^ ' i,�ai,.EE'1' NNOE3;. Tom• DRAWING J URVEY' "SV"1 BOUNDARY & TC.POORAPHICAL. MAP .GRADING a STORM DRAINAGE. SEWER S+ WATER PLAN GREEN DIVER. CROSS SECTIONS HORIZONTAL CONTROL PLAN ®UMPSTER PLAN a E,lwEVATIONS H,ANDICAPPEID. SiGN G.- SYMBOL (LANDSCAPE) -1. LANDSCAPE PLAN G.• PLANT SCHEDULE IRRIGATION PLAN "-- ARCHITECTURAL, SITE PLAN, .VICINITY ,MAP Awa . FIRST FLOOR PLAN,, 00OR SCHEDULE, DOOR ELEVATjONS,: PLAN & '- '1rpABQA.. LEGEND .:A =•.3 SECOND FLOOR PLAN, NOTES,, (DETAILS' i.A. 4/4A ROOM FINISH • .SCHEDULE, ASSREVATIONS, NOT•ESi :A-E3 ELEVATIONS, 91 fDREFRONT, DETAILS ,,A' -S BUILDING SECTIONS, .A -7 ; RESTROOM, ROOP,: ICS R'00M PLANS, INTERIC IA ELEVATiQ NS 1.A"8 , 3TAI P PLANS,) SECTIONS 41 I3 ETAILS1 JE L. E V'A'3' O R pie —alum (A.u9 STAIR PLANS, IN eTIONE, DETA1LS1 A..10 'WALL SECTIONS, DETAILS A3.1 1 ¶'F ALL SECTION, ON.TAILS' .A...11 a FIRST 0-1.!.0 OR REFLEC E " .CEILp,it® A 13' ; BIE.CON® FLOOR 'REFLECTED CEILING STRUCTURAL S°'1 i1F ®UN:L ATI0N PLAN, : ,GRADE SEAM S. COLuiVIN tics' buLE., NDTEp 'SECOND FLOOR PR MJNO PL,ANJ i.1..In1'TEL SCmEcaULEp. NOTSB tfQOF FRAMING PLAN pETANLS. D E.TA1LB DETAILS MECHANICAL /ELECTRICAL 9 IiiVAC. st: ELECTRICAL COMPONENTS MECHANICAL j FIRST° FLOOR PLAN, LEGEND, .AOI RE AT1ONS FLOOR,..PLA11N {. M' 3 ROOF PL,AN4 Limate.I!!I O* .SY'ad0, afl.0 &: SCHEDULE • PLUMBING hw 1. F.OUND.ATIO IN PLAN ra pfST FLOOR:. PLAN, TOILET ROOnfl PL,ANp.• PIPING .DIAGRAM.: .: P 3 SECOND FLOOR PLAN ,:TOILET' ROOI.PLA_ . .; 'LECTPICi'L; ' ki.6 1 i Lin GRINDS, LIGHT IN G RI LI E`N"a .0.1A GRAMS FIXTU a SCI- IEOUL.E ESA. :SI"B"S PLAN �i piRST PLODRIPOWER . PLAN k;,14,7.4 _*N CON'+11R.3 FLOOR POWER .: PLAN S `,. FIRST, FLOOR .ILi3HTiNG.. PLAN. a1 ®EI 1 Sap-onto FL d OR . I)GHTINO PLAN. 1.FIRE PROTECTION ;-)FP3..1 FiR$1 FLOOD . P+LAI'!N, STANDPIPE SIztriG CHART FP -E ...SECOND FLOOR PLAN., FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and aov &I Of plans dos of authorize the violation of any adopted code or ordinance. Receipt of contractor's toper of approved � p tab acknowledged. By+w/!" PLAN REVIEW F011 COMPLIANCE,WITH THE FOLLOWING ORDI7■ IP,NCES ONLY SU9J�T TO INTERPRETATIONS OF THE GOVERNING f jTHORITY, ERRORS, OMISSIONS A.ND INCONSISTENCIES. DATE IN „ES— OY .--- DATE OUT MAHAN & DeSAL' 0, INC. Date 2--/7— `ter Permit No. we it a OMAN & DESALVO, INC. architecture and planning richeael Mani QrchILecr . 162( Bothell Way SE #146 MIL L CReE!4, WASHINGTTN 9891.2V (2O6) 4 6 134; .522 -ko125 'r CITY OF TUKWILA APPROVED DEC 121089' AS NOTED -1 BUILDING DMVMSIO S ' •.c to " wit,t4n .' romesitamemertunzipholiontoormanwomor • .w. -rr G..:i,":�,• :,tf.,?'ra. '" tx1.': •I•�'., s.. y;_:� ^. �" ^: u s ::,a:::r Vii+'''.+,",^• =�': ,1,K'�:ci7:.:'LS • 11II II 11III iIIIIIIIIIIII11 III1111111111111 0 ,o nc. INCH t. :' r y �'^"a ;f' -t4 /'. fi�F- Y:!y „`!Y.Y%w` ,.iv :?t�.?^'%'J,�.R.•t"c f"+i .+, ® 1�r �f. i� 1 x ': ri# 02Mvorma,44.04Wtid11.... 1i:irI . ..a X. f" _ • YA IIIIIriiiI.IIIi.iiiiiii 1rifitilJ,,,I l,I iIIiilliwjllipp up iiiir1t•• I lIiiii.iiiiii I twiII .1II`IIiiIiIii1Iiiiiiiiiiii' 1i t•i•i1iIiiiiii 2 3 4 5 6 7 8 9 10 11 mAcifiNomANY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. EZ 1Z OZ 6L 01 LL 91 51 Oil £I GI LI p�, 6 8 L 9 5 �;i , I��I i I•I��iI I I !1 ( I,•i I,'I ,', I I I i 1 I 1 I .I i. I I, 1 .I.IIi i)I I,II,,,,Liliili'J �Iyj �I' I i I IIIIIIIII IIIill Iiillllii i IIIirniffil1111iIIli IHIllilli iliilfiii iiii illiiiiiliiiiiIIIIIIIIIIIlIilluli !nili!II III it II 11 • r '.i� I,/,r\YJ!' =4-,,, w. +'..'I/. °a � *' -` . � .T'� yy,�''i ' . {!� ..� ... .r ' � •.. • `.-B ,1 j ' • 1 '� ^ :J' I . ,91rw'£r�.,.�� \ *�. �CI.Y. -/ :t q+;: '��' "kr '";Y. �.7F ,,} _,.rj `Y'.:' 1. II II .r .x •`I,lf �. -!t' `.'. V r' y 4 b "�.i }`J.{ ii" �..% d:4 _� .. ': ...:,...fi±!�F'd.• .:�_:.,... ' # .,'' /: . �. .i F t � cc 6z ae LE 9z GZ 47E CZ 66161666661400t IIi) III II III IIdill► lllllill40iliilll' • • ' • • 1• • SCALE: 1" 40' EX. C8 RIM 27.2f' IE 12" S CONC. 20.77' if 15" NE CONC. .20.64' If 12- E CONC 20.07' I EX. sr Mil RIM EL .' 24.81' 1E 24 W CONC. 12.96' /E 21" N CONC. a 13.31' 1E /2" E CONC a 17.51' Ik" 1.5" $W CONC. • MEP pl t ‘'••••••-•.- • tsmi r" - ',` ':.: ''• . • / '' 0.4 H...... :1 't \•. ('•?) 1. ' 3 . s • I s • ---s'e..;‘. ". •.<:-....,_._,41- 2- "t Is .^ -c- ... \- ..1.: - t .' - IA .$4; . Is fOsi.•\: y, r, ...,i• t";:N..\ 1;;\\ „..?___ Rtr.r%\ ‘ • REVISIONS PESCR1PrION/DAT, Co'! :.:v. 3 40-41$ vr or, EARLINCTUN, • t c r. • Ste SUM 1I11 sla" 0 40' ACCESS EASEMENT • R X. GAD 'LES .A9' 29n \. 91.-1 -Y CO RIM EL - • •• $ . . : 176ru) 11 VICINITY MAP EX. CB RIM EL • 24.31' X. WET WELL 1E 24- E £:x. 12.81' IE 24" W CONC. • 12,6•6•• RIM EL • 27./9- IEaI6.I3 eV C‘ // iT • P 'cti tJ 41 // R R 50.00' A P6" 32' 41" L 23.17 7./ WNS.- Ilik rit4I2C71-108.4 400Ntrf 1.9.34 74.0, .p4•0, // /IV 40' 41" E LOWTSOFSITE BOI/NDRY N • 1' /1 11 11 11 /1 /1 / /1 1/ 11 1/ 'ST 1 If. /0' BUlLDING SET BACK LINE RO WER • • • .• • :• • z6 • I1 .413 95.0 72. 27 -- vv i, 44° • LEGAL DESCRIPTION 4•1111=MAINNIIIFNIMIIIWZIIN IMA•01110tb All that certain real property in the Cite oF Tukwila, • King County, State oF- Washington, rand being more particularly described as Follows: 1/ ix, ce R/A.I • 27.32' /2- 12- SY CONC. I / 1 , I 1 PA 4•X. SS MH RIM EL - 27.7e' ak.„ N4S PVC .17.34' 'ea:, /7 R 330.00' ar 08. ir 064' L s 47.91' 1 /1 1/ 0 8 .:5€5116' .° o A 6 4. 11;k10. 01.4‘4er S, 41101V Ale?) We' • 3c).• / VA Ex.A0 r C �x.A //11 T SV.4FIDARD • 7 •O' 700 s ,v1,0 f(015f3 UTILITIES INFORMATION PUGET SOUND POWER AND LIGHT CO. 620 GRAP Y WAY RENTON WA 9068 PACIFIC NW BELL • 300 SW 7TH RETON WA 98055 WASH1147av NArt/RAL. GAS GO. -am MERCER ST. SEATTLE WA 98/02 WATER 4 SEWER.SERVICES CITY OF TUKWILA y/ Cmmeheing at Highway Engineer's Station P. 0. :T. C203 127: + 75.0 on the 2M line shown On the State HighWey map oF primdry State Highwae #1 CSR 405) Green River IhterChone, sheet 2 of sheets, esteblished by Commission Resolution #119, Februore 19 1962; thnce, northeasterly tit right angleS to said 2M1inNOrth 30 27 06" East, a rlistanca oF 284.86 Fet; thence tahgent to the preceding course along the arc of o curve to the leftAvihg a radius oF.300.00 Feet 'end a central angle of O3° 19' 06", an arc length of 43.56 Feet; thence tarigent to the preceding curve North 2° OS' 00" Eost, o dietende OE 309.43 feet;' thence North 63 59' 57" :East, p distahee'df 60.0.0 Feet, to 1:1 'point on the northeasterly line oF Southeehter Boulevard us conveyed 'to the tit of .Tukwila, tit,i :Deed recorded October 29, 1974 under Auditor's File 7410290105 and the TRUE POINT OF BEOINNING ar the poreel to be described herein; thence Korth 63° 35' 19" East, o distance of' 293.37 Feet; thence South 26° 21' 11" Ecst, a distance pf 354.91 Fet; thence Sept)' Qi 52" Wet, a-disance pf27.06Feet; thence South 72 18' 14" Weet Q distance oF 95.05 fet;. thence South 64' 02' 45" Wet, a distance oF.111.11 feet; thence South58° 26' 46", West 1113.30 Feet; thence South 47° 20' 49" West, a distance of 279.23 Feet; thence North 5° 32' 54" West, o distance oF 131.55 Feet, to a' paint on the southweeterly line of Southeenter Boulevard; thence':, along the southwesterly lihe OF Southeentet Boulevard the?, following courses end -distances; thence North 30° 27' 06" Eat, a1 distehee of 106.52-Feet; thence along a cury e to the leFt, With a redius.:of 330.00 feet an orc lngth -of /7.91 feet, and el central anle.af 060 19' 06"; thence Norh :22° OO"East, a distance c3F 223.13 Feet; thence clang a curve -to the rightwith.a redius DE 50.00 :Feet, an qtc iength of'2317 Feetl phd a centra1 dngle dE 260 3'' 41"; thence North :480 10' 41" East, a dietaries of 41.18 feet; ,thence elong a curve to the leFt, with a radius Of 60.00 Feet, 6.6 61-c 1singth6F 713.204•eet, and a central angle Of 74 40''44" and THE TRUE POINT OF BEGINNING, and betritaining 4.223 obrim ot Ippd. • 1 --P. .4 eq- cP- / () vc3 / ,43 d•EX M SS MH RI EL 34.00' Sas r cf.) 8-ALDER ,c) IZALDER C) 8-ALDER e 8-ALDER 0 24ALDER 24-ALDER 0 24-ALDR C) 8"ALDER () 24AL0ER :0 I6-ALDER C) 18-ALDER' I8-ALDER ED 24-ALDER ED eALDER e 15- ALDER A:04, •••,4 0 dr$* p9 rP.47. •1 Fq451.22,0 L.114e, c-7HEE-1 • V k ittECONECO eny Oft IttoNliA, '• JUN 30 1989 SAM EIPU CITY OF TUKWILA APPROVED Ec 121989 . AS NOtED UWINQDVISION •/ ivo•Aw. 0e4.-ow4-717:: De.514A0 or Dk449V-': COO. ; CNECKED'. EL. "7.: SEPT:74E7;7 ; r '7,, •'"r..,!.:r9C,- ;,"5.1t • a'■.f 04110141#10404103114ealibbsaldali412111".V.ZildirditAtaiMatte,441mlai.0.1.:70,..05.1P....7.4 :4-...--?,•.ia,-14 . • ?•.:4 ; - tsV#".,:t -1.4: t • 4%1. • /, ,*.`4w• • t s!,-• w, ; 0 IS THS INCH 1 2 3 • r • •■, rJUJtIrIIJrlf 1111111i/1i 11111 Ili1111111111111111111111 1111.111111111111 111111111111111111111111111111111111111111111111111 9 e, 10 11 '414E" "R"ft 12 :t 1 • - • . .„ - „agovoa lervr, • 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. oe 6Z 8C LZ 9Z gr VZ CZ Ze te oz 61 81. a 91 St sit CL Zt IL OL 6 9 Z. : 9 9 . El li r'l 0 IIIIIIIIiiliIIIIMIIIIHIJIlliliiiililiilliiilliiiliiiililillidlillii111111111,11111,li11011111111111611iii1111111;16116111111,11iililiiiiiilliiiIIIIIIIIIIIIiiIIIIIIIIIIIIIINIIIIIIIiiillililldillihdiAnilliiiiiIIIIIIIIIIIIIIiiiilllil lillidili Illilii!IIIIIiIIIIIIIIIIIIilli .., '''''.::::' `,:',,,',-;;.,..,'::,,:;,,•,. rd,...:;',..,‘,--,',..'„, ii,,;,'.-. ,-'-',,,,,'';',.'7,,,,;',.i.'.,;:k:4A-., ';'i',.:.:.'..r..;.• . ' '.("'. 1:,1P'5'." -;fe,,.....!.0. - - r;•T're.:,,X".r.lez.;''';?Mr?,9'. iA-,- ,,...:...Iti,64.7.7.,,,,i., "IF,z,W.!.:V=;.):eJti,...!-.M0.14,..-7i-F.:5z,-„.7..,,,w..-....------.r4-4.,---- ........ "';''''..::-.:•:":',.."...:.',;',',',:',...:'...,7f''''''..,...:..; ;,7,..,';:.,';,. ..';'.•::,•'.,,.•,:..:,: ......,.,,-...d., ..,,I..t.,..?,::. • ,...41.- • ..4..."; ' ...). .,r. ........7,4-„,,,,..,i.„.,.......IF.........„...,,,;,,,,,:, )7.1.7 " .r.'77. ,€,4.,,,....,4 ...",-;.'".• , .7., ,...",". -.•• " .,..• ,yr,r,...","4../:. ""'".,•••,n77.7w!"4•••/,;:••'.'•••::;,,,. • . ,• • • ... . - • • - 4X-..."'s -7,-..,,-.L4'.:e 1 r'-----' ,e' • '1's...,,-...,-,,,',„.=-,,--_,-,, - . . ' ,::: .4,4 . . . . „ .. ."':-..i,-,'":''''''=" .. . . . . .. . . . Ir3 • f. „ INN3 •FStia i f ,• . . ' • .1� • i • .i • .awe . r•/N• •rte- • t,. i &6u t7 LONI)StAPE, 6RMS ot4t -( .m. - i bol2diro and newsman areas who'll' isltlally be cleared of all ,Ig.tatlom. debris. lad any "%Stitt's. shams sat.rlals Aboal4 mot b tassel' as Select *111, they sboeld be removed droa the site sad disposed. Constrvctlom .vetets tut mould potartially be oronester.d. a3tb000h it vas sot cornea• •tersd in any teat pits 10 aelldisgra pavement areas. Constrncttoa Lebsis . 4111 Ebetwtsrad drri*N mite pte$atatiar earthwork aboard b. removsd'an6 .11spasod off -alto. ire Tocounend that the *Agora. swb9rad. sops be scarified mad r.cotpattsd. • 'Was soli chOuld ie scarified to a depth of at least 12 Lacb. Ander the Alm tiro bcildlllg area and areas to lEs paved. Sp.eiii«tly. scarification and; r000mmactlos should =teed et least 10 twit pant bundlag lines and 5 tent beyond paved areas. Scarified soils should b moisture coaditloned to 'slightly toter their tlptilea Moisture CW0teat as ase.asaty and r.compacted , . ;..sloes rh..pstoot teas roll.r. Et mill lll.iy'ba 1spoaaible to pesters .seoompietior elarimp'aet weather. . Nunes the banding and marled areas maw bean 1radsd to approxlmutw &Enos . Easwtioas and scarified and rscwmpaet.d as d•scr /bed '.bow. ye reoommesd 'that these arras he psaotrolled ender our toll -tine obsorvatioa. Proof-, Erblila0 *hoaOE bs acco pllebed vlth s Geavy. rubber-tiro-4 '.Meld such as * leadtd damp track. This proCsdare l!a1ps to delineate the erral extent ft •say *oft or most calls. The soft soils should bo scarified. moisture coo - ditlon.d as rsQ'ir•.d. and roEcmpectsd. It the mnt.rlels cannot be rocoa- yeat.d to m•.t sp.c1ficatiama. they sAEuld he excavated End replaced vita iel.at rill or crushed rock. 'typically. a depth of o srexcavatloa of about • ! to i tea is ed•�aate for this parposs. 11 eatth $rk fates place tlerh4 vet mat .r. vs recommend ,chat a wort pad consistteo et at least one toot of mxspoctsd 341eet 1'111 or crashed root b planed over th. stire bv4Rdiap area. Farting area suborad•s may also 100 trot.ct.d with • work pa. AltsrAately. Aspholt Trated lase for the r.m.at s Ion any b Rmstell.d early to protect the subgrad.. The . •_- W sukor.deo ill likely f.atb i.r d.rado and require addltioeal odIp.nslwe treatmat fore coostrvction can beola It protective moasuraf ar. mot taken when rtiwork'Is perteem.d In wt conditions. rseoae,end traction eriulpnest he Rapt off exposed subg des after a salwafall until sails have as apoortualty to dry 'ruffle!, 1E to accept trowtroetloa Ile without undue detorloratlon. It this roeautierm is Act followed. trustier' truffle rill damage the .subgrad rasultist lr the s.csssity tot rsxcavatton and replacement of material E.ye• GodToi)1t/. • PREOSEoa6v tealTomJRl. Ptt.opo456P mot •YEAPE fEDe.G ora 4ew4.) VAVILItp VA... 6 AO . f • w�t1PJCs be GeIMo4J6 Rcsex. ,coMp*c. 6p:," / To 15 10 Mltd. 51TY ►.41.+ G a,7' • g I veiz e-IJe. S 1-1014 E •E j 3" "45/12.13. AGP Z°3'w GR.t11E G •VRFAGIw1[s 12a 4.1-A65 e Reeser .60.6mle,L. !IS elo MI MYY PPS D•-1557 3 :E TIER 9 1�.•_.wAS j 11� a Tg TliCKEIVE• EDC SECTION • ,; 6EE $ECrcMP 17P1H EXRANSK N • .lCkltf BACK Cr CURB. 12"5.b. OtlTL. ET, PER. STA. PLAN 13 -7A <NV. ELEV____!�•'� RIP RAP OuTL.ET 4 -Er SPALLS. 12.NTHICK MAT 1 MOTES: . 1. SIDEWALK WIDTH SHALL 8E 5`40 %A./torsi . 2. FUL4.- 174qPn1 rJufCsG . , IO 410::ORAA t. iw PII►C.L'0o • C+ _Y taw. QwJMM`C yJ.rSt►rf . EVm Y 6 - • • • • 3.. CEMENT CONCRETE SHALL BE PLACED ON COMPACTED SUBGR1iDE IN ACCORDANCE WITH SECTION 8-14 OF THE 1984 APWA/WSOOT STANDARD SPECIFICATIONS. A G doe-44 me -Searsol4 F- I?•f.Th. /lo /Er I0 • • 1 de :24 • to - •:4: Es.; .. E EEEE I "e" A <_ ? (mg J t'c r sT•c SPEC 5-04) ?yy," A.SP -1AL.T T2.>rATE:.12 15A6E `• 'I�e 4UEbQ.Ltl (LcMPAC.TEO To 9S'+/0 GoMPbiT1o,J 1-11114. `F'm-IZ .4. 66-1 -4 to -15 67 P A d ' . E= i EtLIT ` eGT- t oiJ • PI PE eC tCoita_t(s 1.E. 12 "/+•17.a 4.I.t5 No./. = 2o.b5 `j WALE?. FAR•tv1 0 t9 ki G.6. T`1( T.E. 24.60 i.e. 1o.`0 .13. d' `1E At," 4t v./ / 011- / v.1�L.TER EPAR.AThtt • T E Z.4.So t. E 19 .1% • E.E: DETAIL. BEL +J Csr" il.�• 14' "Tee. 2.4.C'c7 -E I9• -z2 • :vP• 'mss cr : ! Nv aNF.l 1 D} 1 po PI Pe. wow. r ON 2b EXSTI"X3 ORVEW a14 Z EXPANSION ,X)INT Or{h6i- E -.. ra .bcV 6c -ruA-r A.994.9- 4•rc» DG., -f ' I$ V I'' % epc4 -= ac LPG6-114( aP D Dee �GXr -Y o VGR L ADDac.. • PLANTING STRIP 0 4 -C A.11 -.. i 41 T. 1 4 lL -ot .> cv Fore c P. w l 4KF..P(. (d„0tzc•j S ` . sgGYI Oki /f Ca f 1 s 3Ua DESIGN NOTES L CANC..Ir i stbpok \._.t Ts =24. 2s' IE REt-47/ C l., L7ITe.s2,. p lei P e o 1152 i u GT 4301 AG ..er -7 • >? r &c . M Aar.-14£ c.,Q Qee AT (, Tei'K. L- lJE~ . LET e • i.‘ FOP OF "ELMO AT ORNEWNrS 1. CONCRETE FLARED END SECTIONS SHOULD BE CONSIDERED FOR USE WITH CONCRETE PIPE CULVERTS HAVING SKEWS NO GREATER THAN 150. 2. STANDARDS 2364 AND 2379 (GRATING FOR CONCRETE FLARED END SECTIONS) SHOULD BE CONSIDERED FOR USE WITH THIS STANDARD WHENEVER FLARED END SECTIONS FOR 24" THRU 54" DIAMETER ACROSS -ROAD CULVERTS ARE, OR WILL BE, LOCATED WITHIN THE CLEAR ZONE OF THE ROADWAY ; :..• 14 TA. okvr. ,!1.-1 j"W- -e eHP �at.0 +C . oF'('lokiANL. ?_4(t y SPI,1C- 111/...1 NOTES: 1. PRECAST CONCRETE FLARED END•SECTIOUS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M 170 CLASS 111, REINFORCED CONCRETE PIPE. 2. PRECAST CONCRETE FLARED EN(` SECTION FOR PIPE DIAMETER REQUIRED SHALL BE AS INDICATED ON DETAIL PLAN FOR EACH INDIVIDUAL INSTALLATION. 3. THE END BLOCK SHALL BE PLACED PRIOR TO THE INSTALLATION OF 1HF. FLARED END SECTION. THE END BLOCK SHALL BE BACKFJLIED IN ACCORDANCE WITH ART. 501.11 OF THE STANDARD SPECIFICATIONS, COST INL1+?ENTAL ID END -,SECT-10. .. � fry: Re NE 40 +h.. lJC'VD 1929. 1.1DrE: lA.(.t. 4TeE PA9--T4 4NP 4t) rLFAL'S Mt),‘" Qtr 6A1- v44I1 --6p e.L.la exaMe -7 V../1 aPIhALT (167-Et rMEaLT Ora- scarce. . Fo% PRoTELew ..D S E E 'rUPO GR ArRti tCi SUSN NOTES: SECTION 1. CONCRETE SHALL BE A 6 SACK MIX WITH SS AIR ENTRAINMENT. , 2. INSPECTICd( REQUIRED OEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIV;}AY APRONS SHALL BE.A MIN. 6' THICK. 4, WHERE DRIVEWAY WIDTHS EXCEED 15'. A 3/8" MINIKJNI EXPANSION JOINT SHALL 4 t 4' BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AP4A/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. t =z! 0 paAl�.,. • APVJA GATc-N e ',t4 TYPE 7L (PE--.R.. ss?"O. Pr_A4 Pa la trr.• 1 toJAT'e hEpAi2Aii2 4 ' BE STQI24 r»ArmuH NOTES • 1 ALL CONSTRUCTION SEW. BE IN ACCORDANCE WITH *STANDARD SPECIFICATIONS FOR mutat:PAL PU.ILIC yams CONSTRUCTION- PREPARED BY WASHINGTON STATE CHAPTER AMEERICAN PUBLIC WORKS ASSOCIATION, CURRENT EDITION (AMA) AND CITY OP TUKWILA STANDARDS AND SPECIFICATIONS. 2. TEE COifrRACTOR IS SOLELY RESPONSIBLE FOR THE HUES, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHER ON THE CONSTRUCTION SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT Id -PLACE ALL UTILITIES AND /DR STRUCTURES SHEERER SHOWN OR NOE SHOWN ON THIS PLAN. DAMAGE DUE 70 CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER !MARK SILT FENCE TO INSURE SEDIMENT LOU WATER DOES NOT LEAVE THE PROJECT SITE. TEE FACILITIES MUST EE INi OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AHD BE MAINTAINED UNTIL CONSTRUCTION AND L.*NDSCAPIEC ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION RAS PASSED. AS CCNSTRUGTlON PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY SE tEQULRED TO ISSUE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AHD RESPONSIBILITY Of T'UE DEVELOPER TO ADORESS ANY NEN CONDITIONS YMAT MAY BE CREATED ET HIS ACTIVITIES AND TO PRO IDE ADDITIONAL FACILITIES, • OVER AND ABM lUaIXEH REQUIREMENTS, AS MAX 8 NEEDED TO PROTECT ADJACENT PROPERTIES. S. ALL TYPE I CATCH BASINS SMALL BE PER APWA STANDARD PLAN 1(0. E -1, WITH AIWA STANDARD PLAN N0. 1-2a FRAHL END CRATE. ALL TYPE I1 CATCH BASI? S (OIL/V.TEk SEPARATOR) SMALL SE PER APWA STANDARD PLAN NO. 11-1. WITH APWA STANDARD PLAN 110.,3-2e FRAME AND GRATE. 6. THE BACKYILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A 'LOOSE Ati?_RACE DEPTH OF SLX INCHES, MAXIMUM WEE EIGHT INCHES, THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON FACE SIDE Of THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE TES FILL OVER PIPE SHALL LIB 1'EE SAME AS EXCAVATED PROM( THE TRENCH EXCEPT THAT ORGANIC MATERIALS, FROZEN MMES. OR ROCKS OR PAVEMENT CHUNKS NONE THAN SIX INCHES IN KAXIMUH DIMENSION, OR OTHER UNSUITABLE MATERIALS SHALL NOT SE USED. 7. ALL STORE DEAIN PIPE SHALL BE CONCRETE ROBBER CASKETED ASTY. C -14 -2 OR AST( C- 76 -II. Vi•E it VV P1 G -TV -Y tr.) 14.01kCWA1. 8. IEDDINC FOR EICID PIPE (CONCRETE OR IRON) SHALL SE CUSS "E" PER APWA STANDARD PLAN 1t0. 5 -11_ BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS -F^ PER APWA STANDARD PUN N0. B -18. TRENCH WIDTH SHALL EE 40 INCHES KAXEMUH OR 1 -1/2 TINES PIPE DIAMETER PLUS 18 INCHES, WHICUEVER IS CREATE¢. BACIJILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 952 KA:I1(UN DENSITY. 9. BIOPILTRATION SEELES, RLSTRICTORS AND STORM DRAINS NOT LOCATED ON PUBLIC EIGHT-OF-WAY ARE TO BE PRIVATELY MAINTAINED. 10. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION INURES TEM REMOVAL OF SOD, ETC., THOSE £31AS SHALL SE HrDRO- SEEDED WITH RTE GRASS FOR THE PREVENTION OF ON -SITE EROSIOE. 11. ALL PIFB SHALL BE LAID OS A PIC PREPARED FOUDATION ACCORDING TO YASHIN +ETON STATE SPECIFICATION 7 -02..0(1). THIS SHALL INCLUDE NECESSARY 1rEVELIN; OF THE TRENCH sorroK OR THE TOP OP THE FOUNDATION MATERIAL AS WELL AS PIACLMENT AMD COMPACTION OP REQUIRED w1EDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A INNIFOL'(LY DENSE UWYIEI.DING BASE. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON PILE IN THE DEPARTMENT OF PUBLIC VORIS. AN(Y DEVIATION FROM TEE APER0:'ED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPEP. AGENCY. CULRENYLY THE CITE OF TUKWILA DEFAR:)(Eh7 OF PUBLIC YORKS. DRAW% BY CHECKED BY 13. A COPT OF THESE APPROVED PLANS MOST BE ON THE JOB SIIE WHENEVER CONSTRUCTION IS IN PROGRESS. 14. ALL ROOF DRAINS AND 700TING DRAINS Vjl m T IKWILA TO THE STORM DRAINAGE SYSTEM. APPRO.NED .- C.rcC : 1989 its NOTED- SCALE J08 NO .:519 .Z 849- r +Swr: . w e Iry..a !,o- • e.• .... _,.: .. , .: - h p. , ,. . .i ':i.i' Oaf! ' aXif.',.,4 ,:,. . i. i' .+ere d A :E::t'6. * ., .5; n• "I. •_ 7 s et7 e.,., • `.- ;-.v.. r r 4!7, r r r z t . ""'"'•.'S►"t',nfs.'.el` .. - .'SQ.'S'...., .. ,.... _... , ....,:...-•;". .';'�"*�!C;�.3'.'.,._- ..,...,_a .. .. _ ,. - . E 111111111111 111111111U11111111111111111111111:911111111 2 : 3 0 la THSINCH 1 .. .,,, >• 1- - + -err ,. 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'.':,.r. -i'.. :._ •.fs. �. : -� s,:- .•, t 5,'.'7�.. �..;- r.G,!? , Rim e' �., \L`ru''w+.l;d.f5r..+ia'.r" -r1f' _r_.,';.%!J'i � ". :��,.2"} %_J°x;: Eo • 2 III a S ..1 ill .4) 11) pcage in 4.aL % ii7 . o Le igd, az 0 4 ° d %."rE ' tv > 0 0 l'1 0s 0 cr � II! III it oil ' • Is ig : � Qi .Iii 0 0-. 44. le tb�. �� v Rd »s • L i_ .�C. IVIL ENGINEERS &LAND SURVEYORS - -- - 11ni 2009 MINOR AVAST SEATTLE. WA 98102 BRH -- r 206) 323 -4144 ", lommiliazionampamosmissia CIPIACM7737;11 13P7;#7h174;;;;mG"AmmT FOMOB1 DRAW% BY CHECKED BY 13. A COPT OF THESE APPROVED PLANS MOST BE ON THE JOB SIIE WHENEVER CONSTRUCTION IS IN PROGRESS. 14. ALL ROOF DRAINS AND 700TING DRAINS Vjl m T IKWILA TO THE STORM DRAINAGE SYSTEM. APPRO.NED .- C.rcC : 1989 its NOTED- SCALE J08 NO .:519 .Z 849- r +Swr: . w e Iry..a !,o- • e.• .... _,.: .. , .: - h p. , ,. . .i ':i.i' Oaf! ' aXif.',.,4 ,:,. . i. i' .+ere d A :E::t'6. * ., .5; n• "I. •_ 7 s et7 e.,., • `.- ;-.v.. r r 4!7, r r r z t . 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SPECEFECATICNS c sot -sA/ EMU BE LONPRESSIDU -TYPE NT» !BWm met t -PIECE EEL* -• I REM WIYN RIARi' TIN.SLE y 11[ 1WD LDQ Cr ,trORAttrs Ow. Coq RD CiTr 'O1I m L * *PJ1. > _ 'man To rya ..t' T aR Ali ?AUEGT ° BY FINE -f".*.ERP4111141161% ,..E,, - . Wr(>AIWr POLL falaA UL?- *LUIS 'DRY Wan Amu mew FREED OLONTDIR, sDDItG9 £?P *. it A COMES oR OIL. OIL WISEAWiR >:a11 Mt it um Mw/ MO NT atlr, SEALS. Ate Urrel $Tal L SANI.L MAT! A BRASS SLIDW. .' ;r .4. MD 1M$ ' � two vaunts w 2' SOLI° STEEL .. a To. COINER SHAME Oil - . - -_ 4 *Jt• A. '11YK.L^1E i.)<RPi'E9 Vim Tie tir N.S.T. 100 Kan MO oc JerN.S.T. ► IESOaRCE PORT AND SNAIL MINE A lie v -urr C t*ATING ma. paw. etese A t+' SL.J. swum catecfl I ay re" Pa1M VALVE OPEPIII j 111 OESIEN D Cal A 41" BM AIR/ SMELL MEW N" MOW GREER LEVEL 10 PiR1- PER ' - POUT. 5. TO ,M,L. ~LED IMO P011E A t' CFDiMim am. c. lr SUTTEE EAST EROS V1L1t Br WIIW SLIDING ENIENSI011 (8101 1111 05). o. i • Arde 7RE - Pt.d. X M.J. 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N. aC+ 1Plia BSi 11104464.4 SANITLET SIDS SEWER IMMEE: 1. ALL MATERIALS 17SED ZOR CONSTRUCTION OF CITY OF TUKWILA $ SEVERS SHALL BE NEE AND MENACED. ALL MATERIALS USED an SHALL RE INSPECTED AND APPROVED DY THE CITY PRIOR TO I■ ACCEPTANCE OF THE MATERIALS BY TUE CITY SHALL NOT at DEVELOPER /CONTEACTOR PROM AIM RESPONSIBILITY TO GUARANTEE ilSlll AND MATERIALS. ;; 2. ALL MATERIALS AHD METHODS REFERENCED UEIEIM SHALL CONFDR APPLICABLE STANDARDS TOR MATERIALS AND CONSTRUCTION POVI 'STANDARD SPECIFICATIONS FOR MUNICIPAL FUBLIC WORKS COHSTRUCTI11e EDITION, PUBLISHED BY TEE VASNING:ir.1 STATE CHAPTER OF THE AIFEUIi VORXS AS50CIA710E, AND THE WASHINGTON STATE DEPAMT!IENT OF TEAMS HEREINAFTER REFERRED TO AS'TIAt APVA/4'SDOT STANDARD SPECIFICATiS11 3. MATERIALS FOR SIDE SEVERS SWILL SE TITHER CONCRETE, PVC OR ss4.45 R) .:ss4 •r AS SPECIFIED BELOW: SIATtR 0ISYRIIU5U M NOTES: - CEMENT CONCRETE PI ?E SHALL SE RUBBER GASKET BELL AMO API CONFORMING TO AS DESIGNATION C14 CLASS 2 FOR NON- REINFOIcCLD ASTM C76 FOR REINFORCED WITH REQUIRED CLASS TO 3F SPECIFLPJ PLANS. v - DUCTILE IRON PIPE SHALL OONFORN YO ANSI A21.51 OR AWE C15 46 SHALL BE CEMENT LINED, PUSH -OS JOINT UFLESS OTHERWISE $PECtPIED. • MANN THICKNESS CLASS SWELL BE CLASS 52 UNLESS OTHERWISE 1rrCI IED, AS - P.V.C. PIPE SHALL COIO'ORM TO THE PROVISIONS OF AST$ 0303440 SDR 35 UNLESS OTHERWISE SPECIFIED. ALL JOINTS ARE TO EE PUSH -ON TTPE. ARY SIDE PROJECT LATION. EVE THE T RUCT ION TO THE IN THE " LATEST N PUBLI• RTATIOM, LLE IRON OT TYPE PIPE AND ON TUE DETAILED IN SECTION 5.3.4 OF THESE STANDARDS. 1. ALL CONSTRUCTION or EATER DISTRIBUTION SYSTEMS SHALL CONFORM TO THE DESIGN Rap: um OF THE STATE OF VASHIN;T!k' DE ?ARTMENT OF SOCIAL AND HEALTH SERVICES AND TEE CITY OE TUKWILA 4'.^ : ,.RKS EATER COk$tRUC110N AND DEVELOPMENT STANDARDS. 2. EXCEET AS OTHERWISE NOTED HEREIN, AL: ` SHALL BE ACCOMPLISHED AS RECONNENDED 1W APPLICABLE ANERICAK VA' S•S ASSOCIATION (AWA) AND AMERICAN PUBLIC VOLES ASSOCIATION (AF41,.. EPYCIFICATIONS NFPA 24 AND ACCORDING TO THE RECC *CENDATIONS OF THE IUBUFACTURER OF THE MATERIAL OR EQUIPMENT USED. CONTRACTOR PERFORMING ACTUAL OUNSTRUCTIOM SHALL HAVE A MST Or THE SPECIFICATIONS OW TEE JOB SITE AT ALL TIMES. CONTRACTOR SHALL FURNISH A .ATEE TIGNT PLUG Of TUE APPROPRIATE. SIZE WHICH SHALE SE INSTALLED I! TUE END OF THE WATER MAIN WHEN VORX IS DELAYED OR STOPPED AT TWA END OF THE WORK SAY. • 3. EATER MAINS SHALL BE A MINIMUM DEPTH OF THIRTY -SIX (36) INCHES RELOV ROAD RIGHT -Of -WAY, BELOW FINISHED GRADE. ALL EATER MAINS AND SERVICES WILL NOT SE MORE TEAM SIX (6) FEET BELOW FINISHED GRADE. 4. DUCTILE IRON PIPE SHALL BE CEMENT -LINED STANDARD TNICK.SESS CLASS 52 MUSS OTHERWISE SPECIFIED AND SHALL CONFORM TO THE STANDARDS OF USA 5-UPWARD A -2I.S1 (AWE C -131). 5. RUBBER CASKET PIPE JOINTS TO RE PUSH -ON -JOINT (TYTON) OR MECHANICAL JOINT (M.J.) Il: ACCORDANCE WITH USA STANDARD A21 -1i (AVWA C -111), UNLESS OTHERWISE SPECIFIED. 6. FIANCEE, JOIST SHALL CONFORM TO USE STANDARD B16.I. A. I'IPE LAYING SHALL START PAWS THE LOUEST POINT UNLESS OTaal /IRE PPROVED BY THE CITY BNGIREER. 5. NO PORTION OP ANY SEVER MAIN OR LATERAL INSTALLATION IS TO BE KFILLED OR COVERED UNTIL APPROVED BY THE rum= WORKS INSPECTOR. 1' 6. ALL NEV LATERALS OR EXTENSIONS TO EXISTING SEMIS SRALL SE '^ SEED BY EITHER EXFILTRATION WAEIR TEST OS TAY PRESSURE AIR TEST EACH 911.7 OF CONNECTION TO THE EXISTING STUB OR MA1N TO THE CONNECTION: ITN THE BUILDING PLUMBING. TESTING OF SIDE SEWERS SHALL BE TERPORREO RIOR TO BACKFILLING. �`.. E ROJE :'T PJ O 2.11-1 7. ALL REQUESTS FOE INSPECTIONS AND FOR WITNESS /NG TESTS SMALL : , NEDUL!D WITH THE PUBLIC WORKS INSPECTOR 24-BOARS IN ADVANCE. FRI TO GIVE ADEQUATE ADVANCE NOTICE )AY RESULT IS DELAYS TO ENE CO OR FOR REQUIRED INSPECTION. 7. STANDARD THICKNESS CEMENT LINING SHALL SE IN ACCORDANCE VISE USA STANDARD A21.4 (AREA C- 1 -4). S. TRENCHES SHALL BE PROVIDED PER TUXUIL► STANDARD FLAN V -13 AND OSHA/SURE REQUIPZMENTS. 9. ALL TEES, PLUGS AND HYDRANTS SHALL BE PROVIDED WITH REACTION RL005ING. TIE LOOS 01 JOINTS DESIGNED TO PREVENT MOVEMENT MAY ALSO BE REQUIRED. ON -SITE NIXING OF CONCRETE IS NOT ALLOWED &EDI -MIX ONLY. (REF PLAN Y -1 A W -2). ELL TIE -RODS SIiALL BE PAINTED WITS A MITUNINOUS COATING. 10. A CONTINUOUS AND UNIFORM BEDDING SHALL BI1 PROVIDED EN TUE IRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS MOUND Tb'E PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROT°CT THE PIPE. STONES FOUND IN THE TRENCH SHALL SE REMOVED FOR A DEPTH OF AT LEAST SIX (6) INCHES BELOW THE 60TTc1 OF THE PIPE. 11. CLASS 52 DUCTILE IRON PIPE INSTALLED IN ACCORDANCE VITH AL+WA STANDARD'C- 151 AND THE MANUFACTURERS RECOMEENDATIOR, • 12. FIRE MOUNTS SHALL BE CONSTRUCTED PER CITY STANDARDS PLANS S! -3. W -B. ,Y -S - AND W -6 AND CITY ORDINANCE NO. 729. CITY OF TUKWILA A APPROVED 721989 k. V IJ AS Worn) pUILDING DIVISION DRAW! H+ .- .+Ii•It +H 15. Pi...Ut -iD sa rot rftz ra Ga00.1,114.aL -iI9- ALL %.•-e1IL7!G., O - C.&.11.1 "14„1.,- 14BCGC46I6 r 4V•RM)-116, ME- t'1rTi.- aMc* I►JSPL°c.19 19-1t.t.Q. 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Gr of t. ttip,r104 tov* II ,ar�iJ.,r'�v 1/8" I'- cis 0 0 r -tf Epbe. f5kigr 6e-di-PPE. Kr T'' OF aIR I fr12•IPE.' �A"" `-r'aL.LP i i41 C 81d jct�. iMr,ri • P�i%e►�,,,��►�1 � '"�• li+u :trecii2.4cve•Azoax..1 1721,./.1A-r4 I �...j 11 To 1 2 t t.Cc Aia0t7r5 41. IZI1 K. Wj1 c314.1.3 Fes AN.Nev.cq 1:1.4r1" lvil Ate, 'zvV -k--IA l &ki ,1,/411 s rG� I Ins I • I.s �►a�~�+� - , : Li gre .crow -n-112.L XI.:.�.� L I L?IJ& 5/05 tie --7�� Than F.�IFJ2GY CODE •CODE_ `' WASHINGTON STATE ENERGY Y CODE , LATEST EDITION. • ROOFh ULATIONs 2 LAYERS OF 1.5" RIGID INSULATION, R =20 TOTAL.. SLOPING:. AS INDICATED ON ROOF PLAN /SECTIONS. ',60/15P,41 14i+C4.41.'01c$ ' •' • WALL.;INSUI,ATION NIN• 3 -1 /2" FIBERGLASS BAT TS, Ra1.1.0, OR 1-L /2°` RIGID R�ti.0 :14I1a1. AS D�TAILLP /APPROPRIATE LOCATIONS. SEE 'PLANS • • GLAS>`I Gs' ' REFLECTIVE GREY .ON CLEAR, RELECT'.VE SIDE .ON.. SURFACES -, , ..:1 INSULATED -UNITS IN THERMALLY B1ROKFt4 FRAMES. SHADING, . ' COEFFICIENT O$' -.€1.4O TO 0.67. VISIBLE LXr:ST TRANSMISSION FOR GR .;; PANEL OF 1$25% WITH 1/2'9 DRY R SPAC'6.' . RA=1.5 MIN. MAXIMUM 's.' REL `a XV ITY o 208.. • PBRIM T$R INSULATION: , . 2" RIGID XNSUI:1TION, R1410 I4IN. WIDE "AT• 13A`rSn SPACES. 1 1 >< ! 7 &I.1 .iU p -7 c-)12 LIT 4 � tic.l, JbI 'r } 14 7 r P 04,41--) tutu ifevE•me CITY oi: WU-' 1\PPPOV TUKEl0 AS NOTED BUilt?iNG DIVISION .. ` CAQLI(ING.'M D SEALING:•. ALL JOIHTS IN MATER/ ALS WILT, EE CAULKED TO PIE VZNT'.flFI'T. RATION AS REQUIRED BY CODE. ALL EX??ANSION JOINTS ¶ro B) . PRO RR'LY DESIGNED •TO PREVENT SEPARATION OF CAULKING AND. BDIWXNG; NATER1A1..` • e t • 74cT it+ t gIN3x ' ALL' DOOR8,.. :IRC�c '0D1NC, O'G MI AD DOORS N 1 WEATHER ; T'RRPHn''ON ALL SIDES. EXTERIOR METAL DOORS TO '113 INSULAT ; •. ftEP TO SPECIs :CATIONS FOR DETAIL. v t r -. - - .' . '38Ts 1T1ON s ALL HOT RD cc; D ° UP> Y A�� as • �IPItd�#r >'l riRN - 3N3ULAT D TO MERT WLS1i?TNGTOt S'A'TE E$ I?GX CODE AHD r.' Fitl;* 84iIII U ALL PI P I IJG I N' INTER / OR VALLS TO BE I NS ULA�`>�SA. PE fl4SULATIO1 a • ; .• 9i,4J . ) 1��' 1Y . X115 3� 1TED CO IPON ?NT5 TO: MEET APPLICABLE ; �`a• ' NA SING ON STATE 1 RG'Y> CODE, 21MD j'O 15E OE2a R IS :.MAD .COdPLYE!EI E Z °tCIE T ' O THE• : r << ?F` Tfi; EP1 FOGY' E x:,12 " #S Z11DE �4`£:LQ i Oi' ` ` 1' uW tIo1 & • y,;� U RY+'/��(y;I::9t r 4 v.�AL A�41�: C OAlt, CAEfi i l:,�, C {;RA'i C$ S. TO BpE THER)4ALXi . t'• ' .:: JUN • ,!�rY^' o�f"�*'.5 wje;^Niu �.,T.S`.V''G ,��. ':ir• -`}. f:•...J1'. ' Jr '.••'taH'.'�k�r?.:- +✓t%af.'�{'` ti"'!�� y _ �. ., .1 ,Nr ,:.::ri .r. +4'aSt - , -..... a :r4 , s,r +: Csp� Y�_ t r*,q, } rs .• r;...ir L • ae.,, ,x+S.�'�•.:c$3� ll�r ..,.✓,aaL• �a+;,`.'t:At i::3:•i. mA• t r .. ,.., " :ce�rG'£RTi. x:J:r...� •t: 4.•:e� - :s ",,:'_.. g, :?'arrz- 1.16..7.. :'w ;.r.:..• _... ,._sag i I I I I I I I ! I i I I I I I I I I i � ..• !, .1 ...... .• . __; :.. M.: ,.,......:.. -.,'. r t . - , .. � � • .;,.: .•..:. , c. ,;.,r: I I I i{ I I I I I (� I I I I I I (� ICI{ �IIIIIII�II►III f lll�III�IIIIIlI�IIIIIII +111;lliiillllli�IIII►tlli IIIIIIIIIII {!II {III {III {III{i�l{ `I{lIIIIIIIIIIIIIIIIIIIIIIIII 1111IIIIII111 MS/NCH 10 11 WAN /4 0FP /4411 12 16 0 1 2 3 4 5 6 7 S g NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. `I� 02 6L el II. st St "1 el zi {u 0l 6 „� I,I�fill�ilil�illl l��I�li Ili!, ill► iii► lllilll► ��► �1���i�ii�Illillilii� ,ll�l�l�lllllllll�l� ill ►i #I11Ii�I�I1l,ll�lllii,ii .; -r . r, .' i Sti.� ��i r f'...y ? ; n - T., "r'f� -kyf Y C ,.r; � /�. '� r ,�.� ' ✓ •i" . - e 7,05MCa^,4/..+7A'+tr'.�. .rrt�- !;C1"::v . ...... -_ ...... .,,. _,....: .... _... _..., r•r,.. 4 5 ViassatzumraworamowingslaWNONEMO PLAN�Ji�ir_t IRRIGATION ABBREVIATIO 1``` �•.. gi „ iC9l'�.-`�y 1+ 1 /.a Ir 1 1 1 1 Green Rker • r1 c , LAND`�CAJ? AFCNITe.CT ANRC1-4 ITS" �Lc7q&Ic_ !OIZ�JIhIG . �iCIr�TII�JG+ MNIMUM ■tCIMUM. CIDJ..Lt)f45' Fit 1✓II JLJ T ;UNca ?FA INCH iVOU6 Pa-(VI t iYL.CisL toe. 11JITh -1 P1*Mj5T+ . c E GO‘LVANIZZD IRON PIPE c J'IC wT KVER 2V' ----4 � ^.p lam DfRWC1 I FOR a�..�. a.. ..o „ %4? cot) ...a. ernes a�wnw 11 taf�... �.e.�. 4!Y X 11 3'4 M IC. Tr\, m 11 1" /4 11 =-'* �a'i"vl?•M J ETENT7dN Aft ' CIVIL UF644IN S I� r 11 IN` 3" • 1Y4" 13. Ira" 461 0 1u 18 tY4 2t. MGtiNL..tIWE �I� 2." • NN� 1 21 NA-Tem MA 4NLTNE` -TV eUIL.pIN ir,x14TINft 2! IflKiz- Mc IZ 112KIC •-T1VN 5113"1'T1 �Y Geweg .L CC241 TOK 9 r, 4 =-- 2 M,b NU4 J.. GATE V LVE P✓ (G CCNTl'�P TOR/ i l•f" f''`C P NNE c.T1 ON FCK .IR;QKTION GaYS�t"EN1 III — — J. ._..... ...a — ...ono. .�.w...e ..ow.e. ��� � k 7 rim " 1 11.,1'2 53,0 ,4 16,14 J4� 0 Ca c:1 dit LEGEND'' SYMBOL AL- 2/2." vR 2 °` SIZE s '" \ 20 . A , DESCRIPTION Class 200 PVC pipe with size Schedule 40 PVC pips with size (Irrigation Mainline) Schedule 40 PVC pipe sleeves with size Control valve with GPM and valve size • lefrA"l' tjV1P 1C . 1 Weathermatic Mari. "A" Series Irrigation Controller (24 Stations) 1 ,3 • 1et`+ 14 1'/4r, A4" 4. Febco 805Y (2°) backflow preventer Buckner #25010 Quick Coupling Valve (1 ") W/ Locking top W1,1" key and Lug W/ #45002 Hose Swivel Manual Gate Valve (Per Specifications) Minim, Drain Valve (Per Specifications) EdOA of shrub bed Detail identification S ification identification FiCee.'f•lt.xel 02.'7 0 1 1. Drawings aro schematic: Final location of Irrigation cones equipment to be` verified by Landscape Architect. Irrigation mainlines, cntrcll valves, quick couplers and all other irrigation equipment are to be located inside the property linos of the project. 77" • 2. Manual drain valves to be located at ALL !ow points In fidget ra.4123n lines , ,and lateral lines to allow winterization by draining the entire system,..f'rovide 12" x 24" deep gravel dry wait for drainage. - It 3. Locate all quick couplers and valves boxes irr planting bads wherever possible and at points to easy access from paved andior lawn area. 4... irrigation head locations to be coordinated with plant material locations to minim.ie conflicts 5. Any discrepancies between the drawings and/or specification ;w th the site ocinditions shall be brought to the attention of the Landscape Aiehitect prior to proceeding with ^^^s'r•^"^n . 6. Provide and install Toro Adjustable Arc Nozzles as necessary to fit any shape planting area. - . 7. Provide and Install Toro' Fog -Less Spray Nozzles as necessary te'prevent cs � T 1,-ibro 570 Series plastic spray iiozzles 'With 570Q-AP plastic spray head - , . Select 15' Standard Gallonage, 1i LoW Galkivage, Float , y „ Standard Gallonagaor Flat Spray Lew'Galionage. or. '..r4c!-. Toro 670 Series PlaStie sPray i(44),Zzi.e4s with ' Select 16' Standard Gallonage; 12' Lew Gallortegto.:FlatA3ray , i Standard Gallonage or Fiat 'Spray Low Galionagefref.z.P.SI'lvie;e4OzZi-ES l's Toro 300 Series Streain RototSPrinkler *Rh 01 Nozzle and with 3".PlEratio Pop Lip Hea4.2 - Select appropriate Ar4 Disc to properly-water an . „Toro SOO Series Stream Rotnr Sprinkler witii- ' • 02 Noz.zie and with 3," Plastic Pop Up Heed Select appropriate Arc Disc to props Watefany Toro 300 Series Stream Rotor Sprinkler witty- , 03 Nozzle and with 3' Mastic Pop Up tioad. Weathermatic G40 Series Rotary.Pop-Up Sprinkler, with G4OP Model Head,! 'Adjust 8f0 SO (O. prOfftty watir ' ''', Weathermatic 650 Series Rotary P.013-UP 81)dt-eider with G4OP Model Head.' Adpst arc size to properly water - (1) Weathermatic d6u Series Rotary pnri-UP Sprint* tE with G6OF Model Head .477 L fIR„ 6Off,:at JUN 3 0 1989 Weathermatic G60,Series Rotary Pop-Up Sprinkler with G6()P Model Head. Adiust arc size VA properly water' any size planting area , 47' t2.4., 0.",) ritr nozzle fogging. SSW ermatic #950 Rain -Stat There is a loss of pressure in each papa fitting due to Melton and 'v turbulence. These losses are compensated tor by adding ten (10) cent to the manufacturer's G.P.M. for each sprinkler head in calculated pipe sizes. Beck&Baird/Seattle CITY OF TUKWILA APPROVED AS NOTED Wifi ens 600 series 2' pressure reducing valve I..•ere'+�.�+ tit4 Vr ei∎., Y,- .•.cv..,..:.:...:..- ,.� -,lo .1...- -,.;7 iJ.� ;24i' • .. X ^: 4 ...�. .........+c, • • • .1 a day... I.:* • y 11111111111111111111111111111111111111111111"411,11' il��ili�ili�ililill�ll `IIIIIiliICIJIliI il!IlI�ililIlIJ III1Et (II'I 0 161Ha,NrW 1 2 3 4 5 6 7 NOTE: If the microfilmed document is 1c83 clear than this notice, it is due to the quality of tho priginal document. 11111 111 111111111111111111 1' III1I111111I11■111111111111I1I111111111 +1111 8 9 ; 10 11Nomum 12 0 63 ee LZ 93 ..,� ...'.�.r ..'.,�. ,,.. ,. � • . .., SZ .. .,...;:,': i £. Z :i - 32 13 OZ 6'lf1 91 LI 91 SI �v�!•Sx L 471 ,.' r ^.. £l ;s f 31 •r,.� 1 1 r..r� 0 1� , 6 f(�y L 9 IJIIIJIiIIAIIIIII1111111 ill !II!!!111II 1I(111111iillll! 111111111 { liI! t 111111i III! Il i1iilllllll1jl il0I111I1111h11111111 !IIIIIllilli lillilillil I Ii ii l t ilil l ' lI I 1 I !'I ! l S i i • II -� Lanascape Architect Planning Urban Design 3414 N.E. 55th Street Seattle, Washington 98105 (206) 526-0468 BUILDING DIVISION t , ti+ 1 • 1 • .h . I�S� IC1,c711 D All that certain real property i i'>Gaate in pie City of; of ,King, State of Washington, Snit: 4 g more particurlrly,desoribed asifo1,lQwfe • i . • f ' p y'' RIFY LOCATION' OF ALL UTILI'T'Y STUDS PRIOR "Td: T TON ',Off,:t' . DRAWINGS %R$ OT TO BE SCALED. CONTACT ARIC!I,TZC91, RESOLUTION OF ANY CON*LiCTS OR DISCREPANCY. }; •3 Co&*menclt►g at liigl;vay Engi"nser'u - StatIOn P.p.1T. (2141'127 •c•74:0 on'the`'2M line *hewn on the State flight,aY'.lap,,of primary State fi l way i-11 (SR 405),.Green River Interchange, beet ,2 of 4 sheets, eatabfiehed by Com dsa:ien let;oluOonf•i1192, February 19, 1962; •thd`ncse, Northeasterly At right argl'es to :said 2H line ,f1 30 21'06 "Bast ,b distance of 284480 feet;,. thence tangent to the' preceding•,cobre along the arc pf a curve'to the left. haviny,s radius •of 3'09 feet anf" a Central :angle of o6 19'06" `an arc ,length $f '43.56 feet ;, thence t4ngent ;to• the Rteceding 'cuyve.North 12- X08' OD" East, a distance of 309.43 , feet; thence North 63; 59'; 57 ", Eft tp a d1SR'ance of 60.00 feet.'te a po,nt, on•t{he Northeasterly line of.8o1,1thcenter Boulevard 'as conveyed, . tc� • the'Citp of _rukVila, by Deed recorded Octobe 2, . 1174: tinder Acdito a File 7410290!,05 and the' 1'RUK POINT OF BEG1Nt4INq of the parcel eo bo'4eae,ribed herein; thence No;Kth u3� 351 49" Last, ra dietancs of 23 .37; X'eet; theme I Sogt :h 260.24' 11" East, is distance of 354.91'Feet;-'.thence Routh 728% 52 ".Welst, a dihtancepf 27.06 felt; thence South 72 18' 44" West •a d;stance.of 95},05., f&etd thence O;ut:h 64 52'. 45" West, a'',c�itstance of 114':11 feet "South 58 26' 46" Nest, 118.30 feeb; thence South 47 201 43" Ytest, a distance *C1270,423' feet; thence North slb. 7' 54*. West, a distance of J,81.55 feet, to A point: on the ,Southwesterly line of'Southc'enter 0gulevard; thence al;gng the SoOthwesterly line' of Southdenter Boulevard •►:he following courses and distances; thence North 30 27' 06," 'East, a distance of 106.5`2 feat; thence along a curve to khe left, following a radius of 330.00 feet, an arc length of 47.31' feet.,.. and .a central angle of 08 19' 06 "; thence,North 22 08' CO" East, a distance of 2%3.43 feet; thence-along s curve to tke •'lght, with a radius of 50.pO feet, an arc length of x3.17 feet, and a central angle �.1iw•,260 32' 411; thane* North,48 40' 41" East,_a distance of,41.18 feet; thence along a curve to the left; with a radius Of 60.00 feet. an arc'•3c�ngth of 78.20 feet, and a central angle of 7ir 40' 44' and THE TRUE 1 INT OF BEGINNING, and containing 4.223 acres' of litfi6. '2. 1'L , I 'I •j- -- 4 k'"1. F , 0 . 5, 1,4 'i6-f. pb. t office r, 5-1.behRiewt- -` cZ&Lr rT L ': <110 f - ' VA(' . 'b. • CONTRACTOR TO VERIFY Al -te FIELD DIMENSIONS , AND CONDITIONS-."' DISCREPANCY BETWEEN PLAN AND ACTUAL CONDITION IS .' Q : 8E BROUGHT TO THE ATTENTION OF ARCHITECT FOR RESOLUTION. . CORa HEIGHTS MAX. 7" AND MIN. 4 ". MAXIMUM STEP g DQQR8' TG BE 1/2" OR AS SHOWN IN DETAILS. - j MAX. RAMP TO BE 1 IN 20 FOR HANDICAP, 1 IN- ,12 'W. R ALL OTHERS. Nei ; cot ' e4,►10rl,gl. Ai (coml./ elm - CoAMIG j. t i : 1,54, ou� :1+4 ( ) '" r f p I , / 4 (4I3A.t) 4.4)% cov 4-.0e:444'414 . t+J€ 410 .40 zoF4 : tic 80 p4p� EACH CONTRACTOR TO INSPECT EACH SHEET OF DRAWINGS_ IN, OFAR. AS I','' MAY APPLY TO HIS PORTION OF' THE WORK: CONTRACTOk•; 10: COORDINATE. 41, TRADES PRIOR TO CONSTRUCTION SO NO CONFLICT OCCURS. ' y' • • •:AI; SITE DEVELOPMENT, BUILID$G CONSTRUCTION-AND. HAND/CAP PROVISIONS ARE TO MEET OR EXCEED ;APPLICA ' POFiTI ',0 . WASHINGTON STATE H DICAP STANDARDS (EB/ DESIGN) E B $. ', W . I . S . H .1. 'i `WASII NGTON STATE 'ENERGY CODE, D . B: C4R 3d+C 4 , U . F . C .,, U . M.C. , tl.F. PA. , ETC., LOCAL ZONING CODES AND •LOP ,AMENDMENTS ` 'TO THESE CODES AND STANDARDS. (ALL CURRENT EDITIO . AS ADOPTED'` BY LOCAL AUTHORITY) . a • ramom...www '.fir .. d offaMssMOINIWww,NO. NO • - r e ' ) " BUILDING ADDRESS , TO BE VISIBLE= L ='ROii _ STREET, 6" MINI iUs LETTER .HEIGHT. REF ` : TO BUILDI G ELEiATYONS. ISPIN A r.:. .d.:. • ;.xup(Mm...rrsr 601e.p5 - .fit' .ipt Gp.Lrg.. r • REMOVE EXISTING ROCK PILE, EARTH MOUNDS, ETC. , VERIFY EXTENT PRIOR TO BID. FILL HOLES AND COMPACT. TO SPECIFICATION. DISPOSE' t OF DEBRIS IN A LEGAL MANNER. REMOVE EXISTING INACTIVE UTILITIES THAT MAY. BE..ENCOUNTEREU. IF ACTIVE UTILITIES FOUND WHERE NOT DESIGNATED, NOTIFY UTILITY COMPANY AND-REMOVE, • CAP OR OTHERWISE RENDER UNUSABLE OR UTILIZE. 'I'I LI ZE FOR THIS PRO3ECP ;'O THE SPECIFIC REQUIREMENTS OF THE U7'J L1TY COMPANY. .DISPOSE OF DEBRIS IN A LEGAL MANNER. REMOVE 'EXISTING DAW,GED CURB.,` REPMR CURB AND GOITER.. VERIFY EXTENT PRIOR TO BID. DISPOSE OF DEBRIS IN A •LEGAL MANNER.' ,INSTALL NEW CURB CUT TO 'CITY OF TUKWILA STANDARDS. I NSTALI.; NEW WALK TO CITY STANDARDS. EX /STING FIM HYDRANT. EXISTING CATCf~BASIN. EXISTING STREET LIGHTING. ' COORDINATE TRAIL AND SIDEWALK' CONSTRUCTION WITH PARKS AND RECREATION,pIRECTOR. "COORDINATE ACTUAL LANDSCAPE PLACEMENT TO •EAST OF PROPERTY LINE WITH PARKS AND -RECREATION 'DIRECTOR._ •; OFFSITE GRADING AND .IMPROVEMENTS THIS' LOCATION • ADJACENT' PROPERTY OWNER., CONTRACTOR 'TO VERIFY 0ID OR START OF GRADING OPERATIONS. ;;APPROACH,, CURB AND GUTTER TO CITY;bF TUKWILA STANDARDS. -EXISTING .COTTON TREE TO .BE 'REMOVED ,, SITE VACTRICALi REFER 40 SHEET E'�2. : BOUNpRY MARKER BY AGREEMENT WITH EXTENT PRIOR .,v AS NOTED BUILDING DIVISION 'PORTABLE EIS' EXTINGUISSERS' :PER NPPA 10 • AND Iii CONSTRUCTION , : SHACK. , PERHANENT EXTtNGUISHE ZS, 2A14BC FUitNISHED : AND. INSTALLED . BY'OWNER 'T<►'2 LOCATIONS REQUIRED BY FIRE, 13ARSIMAL.AND AGREBD 8Y, OWNER FIND` ARCHITECT. • - "Al: . '' :`.' ` '. i' ; • . ' :. ,l ,t 10. ° IMPROVEMENTS,. TO HAVE APPROVAL OP? •BUILDING/ FIRE= DEPART EN`?" '- PRIOR,` A J TO..CONSTRU ;I.TYQN OR OCCUPANCY. NO OCCUPANCY- PRIOR,:: } ', SS>IANCE 'OF' ; CE1 TIF3CATENOF OCCUPANCY. , < • `` 11. SPECIAL TEAS LABORATORY, INSPECTION REQU 'It$D FOR ": I,Lt "$I . WELD • HIGR 1STRENGTR BOLTING, STRUCTURAL' MASONRY. AND 'RLL ,S'TRUCTU1AL CONCRETE. SEE STRUCTURAL NOTES, TOO. ' ',,, • • 12. SUSPENDED CEILINGS TO BE DESIGNED FOR' SEISMIC• SONS III, SUBMIT• DESIGN AND CALCULATIONS TO LOCAL BUILDING AUTHORITY :FOR APPROVAL AND TO ARCHITECT UNDER "SHOP DRAWINGS" PROVISION OF':'• 13. POUR NO CONCRETE WHEN THE ANTICflATED SITE TEMPERRATURE WILL, BE BELOW 34 DEGREES* F. DURING THE FIRST 48 HOURS OF CURING.:` 1 4. THE. CONTRACTOR SHALL CALL RE STRUCTURAL ENGXN'oE1V.FOR maxi ' •: OBSERVATION DURING MASONRY `CONSTRUCTION, GRQUTINGIOR; TO- " APPLICATION OF ROOFING, AND AS SPECIFIED, AN4--RSIMBI�RSE,'ENGXL•rE35R FOR HIS REVIEWS. n c t ▪ IN THE EVENT OF FIELD ERRORS OR OMISSIONS 'THE, CONTRACTOR $ i.6L NOTIFY THE ARCHITECT AND MARE NO REVISIONS •' OR •REPAIRS WITHOUT HIS REVIEW OF THE CONTRACTOR'S PROPOSED SOLUTION. 6. G1 O 'ECHNICAL ENGINEER TO VERIFY SOIL, BEARING PRIOR ` 4 DR.3VING OF, • PILES,' POURING GRADE BEAM OR FOOTINGS._ TO 1i . GEOTECHNXCAL :.ENGINEER TO INSPECT :. ARID APPROVE PRIOR TO `POURING FLOOR GEOTECHNICAL ENGIN;r'ER TO INSPECT RND APPROVE PRIOR TO LAYING OF A.T.B. OR OTHER,, BASE CODRS 51T�. P44 8 j EXISTING ABOVE - .GROUND ELECTRICAL VAULT. SIDEWALK TO BE 'ROUTED AROUND AS INDICATED WITH 5' MINIMUM SEPARATION. EXISTING, UNDERGROUND VAULT. BR1? G• TOP TO NEW GRADE AS REQUIRED. EXISTING TELEPHONE COMPANY MANHOLE. ADJUST TOP RINGS SO THAT RIM ELEVATION MATCHES DRIVEWAY ELEVATION. EXISTING .TELEPHONE J -BOX.: ADJUST ELEVATION AS REQUIRED. 0 EXISTING POWER VAUL1. ADJUST 4O1P.ELEVSTIQN AS REQUIRED. EXISTING CGTTOPJWQODr TRFF;8.' REMOVE "DEAC3, DISEASED OR DAMAGED. `!`1IEE4c.. ( * *) A:ND' TREES WHICH "ARE GROWING IN LOCATION DESIGNATED - OR'DEVELOPMYNT.. REMOVE 4,L _SC'R•US ;VEGETAT'ION''ACROSS ENTPRE 'SITE. • CONTRACTOR TO PROVIDE ALL ' WORK , • SERVICES: A 8i41WtW1 L S ,f NECESSARY TO CONSTRUCT A, COMPLETE OPI3RATING. "1L''ACZLI!fl, I NSOPAR AS MA`; BS REASONABLY- INFERI D ,F i ` ..Tf NCO TIRUC$XOt, ., ' DOCUMENT:. r •r.t� THE CONTRACTOR SHALL APPLY PAY AND SWUM ;. ALL OCCt1P -► : SEWER, STORM'', WATER, ELECTRICAL. AND: OTHER pERl+fx IDICLuDa PAYING FOIL BUILDING PERMITS.• 'HE RIAU PAY AZ C" SS FEES AND POST BONDS "RE C UIE. , CWNER WZLL',PAY :• $ FEE, ONLY. f PERMITS SCO{S<Ym w SCORED: CITY 'OF, TUKWILAs PERSx? . Ie7_- ' Lt-4P' 1 1 ORSTGN . 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WALL- 1� 1 H ttf 4 Ce. 44.-16eg L.T dWLa1.41 tS4.4.4M ! 1 >' ii4do �ta.tt3 . ffkZ �• � celiac*, ,=m's, 4?446.T� L.r e 71141‘ > AIL , \PF1 >I ` e›e› .ourrif4rISS A .1...1wcp► xrtt 'A I 1 V I PF rFO11 r .1 c11-46 � 4.0' 1.4r" e :p LE.I,hs 1. SOILS REPORT IS INCLUDED AS PART OF THE CONTRACT. WHERE PROVISIONS OF THE OTHER CONTRACT DOCUMENTS ARE MORE RESTRICTIVE, THE DOCUMENTS - ,SHALL GOVERN. 2. THE ARCHITECT WILL BE THE SOLE JUDGE OF PRECEDENCE IN THE CASE OF CONFLICT IN THE CONTRACT DOCUMENTS. 3. THE ARCHITECT WILL NOT BE JUDGE OF THE EXTENT OF ANY CONTRACT OR SUBCONTRACT; THIS IS THE JOB OF THE GENERAL CONTRACTOR. REFERENCES HERE ARE SUGGESTIONS AND FOR CONVENIENT GUIDE ONLY. 4. ANY ITEM(S) NOT SPECIFIED, BUT APPEARING ON THE DRAWINGS WILL BE SUPPLIED AS IF SPECIFIED. ANY ITEM(S) NOT SHOWN ON THE DRAWINGS, BUT APPEARING IN THE,S?ECIFICATIONS WILL BE SUPPLIED AS IF SHOWN (SUCH AS ACCESS DOORS) IN AS MANY LOCATIONS REQUIRED BY THE SPECIFIC INSTALLATION OF CERTAIN ITEMS SUCH AS HIDDEN VALVES AND DAMPERS. : -@) G 4' �°i 1,1 I.4 H czikrrzokicroakieH cat,ila,rAe moo km • 44.1e41: x Idd IZJ•4 -- 1001. - &c X. ;2" i5 Zel r J' / 1 L.E u 1 e1_pn I -< STATE FARM 1NSLJ$AP1 CEI::2 H '_ r,T co N1R0 lxM PVIZAK911 I N ALL mot' e.l-4 c•oI.. . , R 9' r2 'I 'f, ' , !4 (2 riou -r I !••Ica CITY OF TUKWILA1 IkPPROVED r'r.1.;1•'' AS WILD BUILDING Di',/15IOiV h'Il+: G• • ..I ICAL. v54-1- �,t F'I I� 1l., L,, 'cow 1�1 % ote 1 I-16a Loh ;. Glief124 1' .►HI (.G96r;) j4 I-. Lf2 I,�4u 16,,'t jar . ?1 . p6/11, I 14\110 k-1 Vs" & • I.. 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'iot liiiii4tk,4*,:;;,v;.4: 6 7 11111111111111111H111111!111111i1111111111111111111111111 t 8 9 10 11 4wv 12 .f-.:, NOTE: If the microfilmed document is less clear than this '_ notice, it is due to the quality of the original document. 0 € sz se L2 9Z SZ VZ CZ ZZ l?. OZ 6i 81 LI 9 I 'hi El Zt L 01, 68L9 G £ 1,4,10 1111.111;11111 1111Wilillil 11111WIIIIIIMI1,111:,1111,1.:!iiI111.1111,1111,1111, 111111(111'11 '1111111'111111 I I 1 11111111111111111111111i1 • ..a..sSFSi GENERAL NOTES CODE: UNIFORM BUILDING CODE - 1985 EDITION LIVE LOAD,, ROOF 25 PSF FLOORS 50 PSF W /20 PSF PARTITION DEAD LOED CL T. S. FOUNDATION CL T.S. It f AC EE Or CMU 1 8` x 8" 'KEEP HOLES PER CIVIL SHT C4 STRUCTURAL DESIGN CRITERIA COMPLIES WITH SOILS REPORT #15,271.001, DATED MAY 20, 1988 BY APPLIED GEOTECHNOLOGY, INC. FOUNDATION SHALL BE SUPPORTED ON DRIVEN TIMBER PILES HAVING AN ASSUMED CAPACITY OF 30 TONS AND A LATERAL LOAD CAPACITY OF 1 TON. DRIVING CRITERIA SHALL BE AS SPECIFIED BY THE SOILS ENGINEER. CONTRACTOR SHALL VERIFY PILE CAPACITY WITH SOILS ENGINEER PRIOR TO STARTING WORK. SU3GRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS SHALL BE IN ACCORDANCE WITH SAID SOILS REPORT. DRIVEN TIMBER PILES PILES ARE TO BE CLASS "A" OR "8" CLEAN, PEELED, ROUND DOUGLAS FIR WOOD PILES IN ACCORDANCE WITH UBC STANDARD 25- 14 -85, FOR FRICTION TYPE PILES. PILES ARE TO BE ONE PIECE FROM TIP TO BUTT; SPLICES ARE NOT PERMITTED. BOTH BUTT & TIPS TO BE SAWN SQUARE WITH THE AXIS OF THE PILE. MINIMUM TIP DIAMETER TO BE 8" AND THE MINIMUM BUTT DIAMETER TO BE 12 ". TREAT PILES IN ACCORDANCE WITH AMERICAN. WOOD PRESERVER'S ASSOCIATION SPECIFICATION C -3 (17 PCF MINIMUM CREOSOTE SOLUTION RETENTION). TREAT ALL CUT SURFACES AND PILE HEADS AFTER CUT -OFF IN ACCORDANCE WITH AWPA STANDARD M -4. I Ti TS COLS CONCRETE MIX SUBMITTALS SHALL MEET UBC OR ACI -318 STANDARDS IN ESTABLISHING PROPORTIONS FOR SPECIFIED STRENGTH. SUBMIT TO CITY AND ARCHITECT. CONCRETE SLUMP TO BE 4 ". DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING ADMIXTURES. NOTE: ENGINEER'S APPROVAL REQUIRED. CALCIUM CHLORIDE WILL NOT BE USED. MINIMUM' CONCRETE STRENGTH (28 DAYS). 6" SLAB ON GRADE W/ 6X6W21XW2.1WWF (AT EXIT DRIVE AND INSPECTION AREA ONLY) CURB PER ARCH GROUT CELLS 0 161 o.c. 9. -.1t• 5r -0" R5 t 1' -4' 12' -4` (2) ;> 8 --� d 3' -4• R.O. - ��IY I (2) #5 0 O. SLAB s ALONG ALL INTERIOR GRID LINES SEE DETAIL K /S4 FOR SLAB JOINT DETAILS .�J FOUNDATION PLAN SCALE 1/8" = ?' -0` NO TES: 1. CMU WALLS -- j,5V 0 48* o.c., (2) ;/4H 0 48' o.c. & GOUT CEU.S 0 48" o.c. TYP U.N.U. 2. WALLS W/ DESIGNATION A\ ARE TO BE 5V 0 32' o.c., (2) 4H 0 485 o.c. & GROUT SOLID. COLUMN SCHEDULE 02,06 103 -5I E5 E2 E3; E4 3. WALLS SHOWN '1HUS ,r AlCir ARE SINGLE STORY MASONRY w!)N TOP OF WALL HEIGHT AT 11'-0 ". REFER TO FOLLO`ANG PLAN SHEETS FOR T.O.W. ELEVATIONS AT WALLS NOT SHADED GRADE BEAM SCHEDULE MARK. • BOTTOM BARS TOP BARS SIDE BARS STIRRUPS .. 81 i M1 k 3' -0' (2) 7: X .. w (4) 17 EA SIDE 10N o.c. z 25'-0' FULL LENGTH 82 1' �" X 3' -0' (4) >j EA SIDE �3 ®10 " "o,c. FOR 6'--0 FROM PILE G3 . i' -3' X 3'�-0' (2) �+5 (2) #5 (5) f7 EA SIDE 84 r (4) I % (2) i�5 -- F3 OR 6' 0" FROM PILE 85 (4I > 5 (2) ; - I 0 1O" o.c. 2 X 15' -0" FOR 6' -O" FROM PILE B6 1'- 3' X 2' -O" (2) b5 _ ALL FOOTINGS & FOUNDATIONS 3,000 PSI ALL OTHER CONCRETE 4,000 PSI AIR - ENTRAINMENT 5% TO 7% FOR SLABS ON GRADE AND FLOOR DECK. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318 -83. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 1/2 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (FY = 60,00.0 PSI)., LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1.`- -7" MINIMUM UNLESS OTHERWISE NOTED. CORNER BARS ('1' -7" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL 1'N ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES." COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES - WEATHER FACE 1.1/2 INCHES INTERIOR FACE3 /4 INCH. STRUCTURAL AND MISC. STEEL. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TtiBE COLUMNS ASTM A500, GRADE B(Fy = 46,000 PSI) BOLTS - ASTM A325, UNLESS OTHERWISE NOTED IN DETAILS. ALL OTHER' STEEL - ASTM A36 (Fy = 36,000 PSI) DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "AISC SPECIFICATION , FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR DUILDINGS . " ALL WELDING SHALL ' CONFORM TO THE,.AWS CODES, AND SHALL BE BY WABO CERTIFIED WELDERS. WELDS NOT SPECIFIED SHALL BE NOT 1/4" SPECIFINED SHALL BE /4 "M CONTINUOUS ILLET MINIMUM 70 ELECTRODES. WELDS REINFORCING STEEL' WELDING ALL WELDED REINFORCING STEEL TO BE GRADE 40 (ASTM A61S) AND. WELDED PER "ANSI /AWS D1.4 -79 STRUCTURAL WELDING CODE - REINFORCING STEEL." ALL. REINFORCING STEEL WELDING SHALL BE BY WAB° CERTIFIED WELDERS. USE ONLY FRESH E78XX.ELECTRODES (AWS A5.1 OR A5.5) BENDS IN WELDED REIN1'ORCING STEEL SHALL COMPLY WITH ACI STANDARDS. 'BENDS MUST NOT OCCUR WITHIN' 4" OF ANY WELD. PROVIDE. SPECIAL INSPECTION PER UBC 306. STREL ROOF JOISTS STEEL JOISTS SHALL BE OPEN WEB TYPE AND SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE STANDARD FOR "H" SERIES. PROVIDE SLOPED BEARING SHOES AS REQUIRED. "H" SERIES JOISTS SHALL BE FIELD 4,WELDED TO SUPPORTS WITH 1 -1/2" OF 1/8" FILLET EACH SIDE. COORDINATE_ LOCATION OF ANY JOISTS. ICA ADDiTIO�ALRMEMBERSUMAY�BE PROVIDED TO THESE CARRY LOADS IN DESIGN OF Q MECH /EL'EC LOADS IF APPROVAL IS FIRST OBTAINED FROM ENGINEER AND ARCHITECT. TRUSS BRIDGING SHALL BE PER MANUFACTURER SPECIFICATIONS BUT SHALL NOT BE LESS THAN. THE FOLLOWING: "H" JOISTS SHALL HAVE 1-1/4 x 1 -1/4 x 1/8 BRIDGING ANGLE AT MAXIMUM OF 11' FEET. ON CENTER. BRIDGING ANGLES SHALL BE BOLTED (NOT WELDED) TO JOISTS AND END CONNECTIONS USING 3/8" DIAMETER GALVANIZED BOLTS. TRUSS BEARING SHOE DEPTHS TO BE 2 -1/2" FOR "H" SERIES. REFER TO SPECIFICATIONS. STEEL STUDS AND JOISTS DEPTH, SPACING GA. AND SECTION PROPERTIES OF STEEL STUDS SHALL BE PER APPROPRIATE SECTION. ALL. STEEL STUDS SHALL BE GALVANIZED. PROVIDE TWO. ROWS OF WALL BRIDGING` PER MANUFACTURERS SPECIFICATIONS. ALL STUDS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE D (#'y = 50,000 PSI) STEEL SHALL HAVE G-60 GALVANIZED COATING. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS. AXIALLY LOADED STUDS SHALL BE INSTALLED IN A MANNER WATCH WILL ASSURE THAT„ ,ENWOP THE STUDS' ARE POSITIONED AGAINST THE INSIDE TRACK WEB PRIOR TO STUD AND TRACK`ATTACHMENT. REFER TO SPECIFICATIONS. STEEL DECK AND CONNEXIONS `F'bC99R°,+FS:. FORMLOCK G60 GALVANIZED STEEL DECK X20 GA W...E E. , PP' 0. -920 IN4. AND M ..t ` b' ' - P .t : .w _-_ - , -, ; SHALL HAVE A 3 INCH ,RIB DEPTH AN0 :., u4:, • __ TO SUPPORTING. Is . ,. • : -.. - : 1 WELDS THROUGH 3/8" DIAMETER HOLE IN 1:-H : . FLOOR DECK WILL BE BLENDED wiTx "WALKER DECK" WDR3 CELLULAR DECK/NG AT VARYING SPACING JREFER TO MECHANICAL PLANS). ETHE $TEEL SHALL.CONFORM ASTM A446. A611. Is. FLOOR DECK WILL BE BLENDED WITH "WALKER DECK" WDR3 CELLULAR DECK/NG AT VARYING SPACING (REFER TO MECHANICAL PLANS). THE STEEL SHALL CONFORM TO ASTM A446, .. -1 —. OR •.— • ARIA_ BASE PL PER CAP PL PER R /S5 1 G /S5 L/S5 I Q /S5 1 c /S6 D /s6 STEEL DECK, AND CONNECTIONS: FLOOR t)ECK 4T3 FORM I4bC G90 GALVANIZED STFEL3DFCK X 20 GAUGE WITH .,.. MINIMUM 1E0.896 IN AND MINIMUM S =0.534 IN PER .FOOTOWXt)TH. _., DECK SHALL HAVE A 3 .INCH RIB DEPTH AND A FLUTE SPACING OF 12 INCHES. SUPPORTING SECURE TO ,MEMBERS WITH .1/2" DIA. PUDDLE WELDS AT 12" ON CENTER AND TO PARALLEL FRAMING ; MEMBERS (WHERE BOTTOM FLUTE CORRESPONDS WITH TOP FLANGE) WITH 1/2" DIAMETER PUDDLE WELDS AT 12" ONAiCENTER. PROVIDE SIDELAP FAST BUTTON PUNCHING AT 36" ON ON .. FASTENING OF , • «•..w •• •-.I.•I.-.V.'. YIELD STREi.%JS &.. O - 33 {\t.7.i, AND E G60 GALVANIZED. THE DECK GA IS' TO BE 20/20 COMBINATION WITH MINIMUM I := 1.469 IN4 AND MINIMUM S = 0.714 IN3 PER FOOT WIDTH. SECURE TO SUPPORTING MEMBERS AS PER ABOVE. ROOF DECK 22. GA. GALVANIZED TYPE B STEEL DECK WITH MINIMUM I = 0.183 INCHES, MINIMUM S = .0.209 INCHES. STEEL DECK SHALL HAVE A RIB DEPTH OF 1- 1/2 INCHES AND NOMINAL, FLUTE SPACING OF 6 INCHES. CONNECTION OF STEEL ROOF DECK TO SUPPORTS: ROOF PANELS SHALL BE CONNECTED TO SUPPORTING MEMBERS WITH PNEUTEK PNEUMATICALLY DRIVEN FASTENERS WHERE SUPPORTING MEMBER THICKNESS XS 3/16 INCH OR GREATER OR PUDDLE WELD. (7) CONNECTIONS PER PANEL TO SUPPORTS AND BUTTON PUNCH SIDE SEAMS AT 12" ON CENTER. PNEUTEK FASTENERS SHALL HAVE A NOMINAL DIAMETER OF 0.15 INCH WITH 3/8 OR 5/16 INCH DIAMETER HEADS AND SHALL BE LANG ENOUGH TO PENETRATE SUPPORTING MEMBER. PNEUTEK PINS SHALL BE MANUFACTURED FROM STAINLESS STEEL. PNEUTEE PINS SHALL BE DRIVEN BY A PNEUTEK PNEUMATICALLY POWERED TOOL WITH SUFFICIENT PRESSURE TO ASSURE CONTACT BETWEEN THE FASTENER HEAD AND THE ATTACHED PANELS. PINS THAT ARE NOT TIGHT WILL BE DISCOUNTED.. CONNECTION OF STEEL ROOT DECK PANELS TO SUPPORTS WITH THICKNESS LESS THAN 3/16 INCH AND STITCH CONNECTION OF NESTED SIDE SEAMS SHALL BE TEKS NO 12 GA. SELF DRELLING METAL SCREWS WITH A MINIMUM LENGTH OF 1/2 INCH STAINLESS STEEL. HILTI "STANDARD" COATED HEX HEADS WHERE THRU JOIST MANUFACTURED AND STRUCTURE, PHILLIPS HEAD ' TRRU DECK STITCHING WHEN AT TOP. PNEUTEK PINS AND SCREWS SHALL NOT BE PLACED CLOSER THAN 8 DIAMETERS OR 1 WHICHEVER INCNIFROM PANEL ENDS PANEL EDGES PARALLEL TO R GCORATT NSA AT SIDE LAPS CLOSER THAN 7/16 INCH TO S. ffC, 1`d'1i",NOW ON SHEET" 5--2 PLAN REVIEW FOR COMPLIANCE WITH FOLLOWING ORDINANCES ONLY 6r3z SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUT iOitITY, ERRORS OMISSIONS AND INCONSISTENCIES. DATE In IFS BY DATE CUT MAHAN & DeSALVO.'I$O• CITY OF `TUI(WIIA APPROVED I� G 1•':1939 AS NOTED BUILDING DIV ON t Y ✓.7 ;" ; ri r3r4r 1GTx it 3Y.PS°i t3J�S3 fwi!::�5:rJ rF+ . ".'aryi!i$ -. .. Aw , 1 y. {..y,:, htif .:;m: ��. .,�'•,': "u�As70.. .- �nwvi+rr�Gpw.��= •�. -.c:.. .L✓'+ Yi ?N >i.?.'^"'•..::i *Yt' ;; ��L. G,�.G`� .e.., GfS,'�:r'.3�C1. ! A;r .f',"'.� ..•ti, :.:..er�yA, 111111111 �II�' III�I�IIIII�llltlti�fi�i��ll�J�= 11�I����� 3 t •. 0 ,!Th$INCH 2 INONNIOM IIIIir"I ITIFIW11111111111111 q111111I1111NiliPjijlj I EI P11110 4 5 6 7 8 NOTE: If the microfilmed document if: less clear than this notice, it is due to the quality of the original document. 1111111111111111111111111111111111111111111 1 Q 11 IN 12 Lt 91 St 9L £L ZI IL c(, 6 9 L 9 S C Z L ww Q iluh1111n11h, 11111111111��11�i111111111/! u11111�1h111�I1uhn1�I1 11Ii1iiI1111Ir11 /111uh111111i16111nl1111l1111l ; Iiiiilillllillillnl�f11111u11111111111 !111111Ir1I q? flyt� �� lr.r�s t ✓"�! �.S �� �)�+ lx r( a.::� .i':.4 -. _f.�..'�:{,:..- '.�:�ii •. �.,y �.,�,ry f4 0 GRADE BEAM SCHEDULE MARK. • BOTTOM BARS TOP BARS SIDE BARS STIRRUPS .. 81 i M1 k 3' -0' (2) 7: X .. w (4) 17 EA SIDE 10N o.c. z 25'-0' FULL LENGTH 82 1' �" X 3' -0' (4) >j EA SIDE �3 ®10 " "o,c. FOR 6'--0 FROM PILE G3 . i' -3' X 3'�-0' (2) �+5 (2) #5 (5) f7 EA SIDE 84 r (4) I % (2) i�5 -- F3 OR 6' 0" FROM PILE 85 (4I > 5 (2) ; - I 0 1O" o.c. 2 X 15' -0" FOR 6' -O" FROM PILE B6 1'- 3' X 2' -O" (2) b5 _ ALL FOOTINGS & FOUNDATIONS 3,000 PSI ALL OTHER CONCRETE 4,000 PSI AIR - ENTRAINMENT 5% TO 7% FOR SLABS ON GRADE AND FLOOR DECK. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318 -83. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 1/2 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (FY = 60,00.0 PSI)., LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1.`- -7" MINIMUM UNLESS OTHERWISE NOTED. CORNER BARS ('1' -7" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL 1'N ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES." COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES - WEATHER FACE 1.1/2 INCHES INTERIOR FACE3 /4 INCH. STRUCTURAL AND MISC. STEEL. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TtiBE COLUMNS ASTM A500, GRADE B(Fy = 46,000 PSI) BOLTS - ASTM A325, UNLESS OTHERWISE NOTED IN DETAILS. ALL OTHER' STEEL - ASTM A36 (Fy = 36,000 PSI) DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "AISC SPECIFICATION , FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR DUILDINGS . " ALL WELDING SHALL ' CONFORM TO THE,.AWS CODES, AND SHALL BE BY WABO CERTIFIED WELDERS. WELDS NOT SPECIFIED SHALL BE NOT 1/4" SPECIFINED SHALL BE /4 "M CONTINUOUS ILLET MINIMUM 70 ELECTRODES. WELDS REINFORCING STEEL' WELDING ALL WELDED REINFORCING STEEL TO BE GRADE 40 (ASTM A61S) AND. WELDED PER "ANSI /AWS D1.4 -79 STRUCTURAL WELDING CODE - REINFORCING STEEL." ALL. REINFORCING STEEL WELDING SHALL BE BY WAB° CERTIFIED WELDERS. USE ONLY FRESH E78XX.ELECTRODES (AWS A5.1 OR A5.5) BENDS IN WELDED REIN1'ORCING STEEL SHALL COMPLY WITH ACI STANDARDS. 'BENDS MUST NOT OCCUR WITHIN' 4" OF ANY WELD. PROVIDE. SPECIAL INSPECTION PER UBC 306. STREL ROOF JOISTS STEEL JOISTS SHALL BE OPEN WEB TYPE AND SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE STANDARD FOR "H" SERIES. PROVIDE SLOPED BEARING SHOES AS REQUIRED. "H" SERIES JOISTS SHALL BE FIELD 4,WELDED TO SUPPORTS WITH 1 -1/2" OF 1/8" FILLET EACH SIDE. COORDINATE_ LOCATION OF ANY JOISTS. ICA ADDiTIO�ALRMEMBERSUMAY�BE PROVIDED TO THESE CARRY LOADS IN DESIGN OF Q MECH /EL'EC LOADS IF APPROVAL IS FIRST OBTAINED FROM ENGINEER AND ARCHITECT. TRUSS BRIDGING SHALL BE PER MANUFACTURER SPECIFICATIONS BUT SHALL NOT BE LESS THAN. THE FOLLOWING: "H" JOISTS SHALL HAVE 1-1/4 x 1 -1/4 x 1/8 BRIDGING ANGLE AT MAXIMUM OF 11' FEET. ON CENTER. BRIDGING ANGLES SHALL BE BOLTED (NOT WELDED) TO JOISTS AND END CONNECTIONS USING 3/8" DIAMETER GALVANIZED BOLTS. TRUSS BEARING SHOE DEPTHS TO BE 2 -1/2" FOR "H" SERIES. REFER TO SPECIFICATIONS. STEEL STUDS AND JOISTS DEPTH, SPACING GA. AND SECTION PROPERTIES OF STEEL STUDS SHALL BE PER APPROPRIATE SECTION. ALL. STEEL STUDS SHALL BE GALVANIZED. PROVIDE TWO. ROWS OF WALL BRIDGING` PER MANUFACTURERS SPECIFICATIONS. ALL STUDS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE D (#'y = 50,000 PSI) STEEL SHALL HAVE G-60 GALVANIZED COATING. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS. AXIALLY LOADED STUDS SHALL BE INSTALLED IN A MANNER WATCH WILL ASSURE THAT„ ,ENWOP THE STUDS' ARE POSITIONED AGAINST THE INSIDE TRACK WEB PRIOR TO STUD AND TRACK`ATTACHMENT. REFER TO SPECIFICATIONS. STEEL DECK AND CONNEXIONS `F'bC99R°,+FS:. FORMLOCK G60 GALVANIZED STEEL DECK X20 GA W...E E. , PP' 0. -920 IN4. AND M ..t ` b' ' - P .t : .w _-_ - , -, ; SHALL HAVE A 3 INCH ,RIB DEPTH AN0 :., u4:, • __ TO SUPPORTING. Is . ,. • : -.. - : 1 WELDS THROUGH 3/8" DIAMETER HOLE IN 1:-H : . FLOOR DECK WILL BE BLENDED wiTx "WALKER DECK" WDR3 CELLULAR DECK/NG AT VARYING SPACING JREFER TO MECHANICAL PLANS). ETHE $TEEL SHALL.CONFORM ASTM A446. A611. Is. FLOOR DECK WILL BE BLENDED WITH "WALKER DECK" WDR3 CELLULAR DECK/NG AT VARYING SPACING (REFER TO MECHANICAL PLANS). THE STEEL SHALL CONFORM TO ASTM A446, .. -1 —. OR •.— • ARIA_ BASE PL PER CAP PL PER R /S5 1 G /S5 L/S5 I Q /S5 1 c /S6 D /s6 STEEL DECK, AND CONNECTIONS: FLOOR t)ECK 4T3 FORM I4bC G90 GALVANIZED STFEL3DFCK X 20 GAUGE WITH .,.. MINIMUM 1E0.896 IN AND MINIMUM S =0.534 IN PER .FOOTOWXt)TH. _., DECK SHALL HAVE A 3 .INCH RIB DEPTH AND A FLUTE SPACING OF 12 INCHES. SUPPORTING SECURE TO ,MEMBERS WITH .1/2" DIA. PUDDLE WELDS AT 12" ON CENTER AND TO PARALLEL FRAMING ; MEMBERS (WHERE BOTTOM FLUTE CORRESPONDS WITH TOP FLANGE) WITH 1/2" DIAMETER PUDDLE WELDS AT 12" ONAiCENTER. PROVIDE SIDELAP FAST BUTTON PUNCHING AT 36" ON ON .. FASTENING OF , • «•..w •• •-.I.•I.-.V.'. YIELD STREi.%JS &.. O - 33 {\t.7.i, AND E G60 GALVANIZED. THE DECK GA IS' TO BE 20/20 COMBINATION WITH MINIMUM I := 1.469 IN4 AND MINIMUM S = 0.714 IN3 PER FOOT WIDTH. SECURE TO SUPPORTING MEMBERS AS PER ABOVE. ROOF DECK 22. GA. GALVANIZED TYPE B STEEL DECK WITH MINIMUM I = 0.183 INCHES, MINIMUM S = .0.209 INCHES. STEEL DECK SHALL HAVE A RIB DEPTH OF 1- 1/2 INCHES AND NOMINAL, FLUTE SPACING OF 6 INCHES. CONNECTION OF STEEL ROOF DECK TO SUPPORTS: ROOF PANELS SHALL BE CONNECTED TO SUPPORTING MEMBERS WITH PNEUTEK PNEUMATICALLY DRIVEN FASTENERS WHERE SUPPORTING MEMBER THICKNESS XS 3/16 INCH OR GREATER OR PUDDLE WELD. (7) CONNECTIONS PER PANEL TO SUPPORTS AND BUTTON PUNCH SIDE SEAMS AT 12" ON CENTER. PNEUTEK FASTENERS SHALL HAVE A NOMINAL DIAMETER OF 0.15 INCH WITH 3/8 OR 5/16 INCH DIAMETER HEADS AND SHALL BE LANG ENOUGH TO PENETRATE SUPPORTING MEMBER. PNEUTEK PINS SHALL BE MANUFACTURED FROM STAINLESS STEEL. PNEUTEE PINS SHALL BE DRIVEN BY A PNEUTEK PNEUMATICALLY POWERED TOOL WITH SUFFICIENT PRESSURE TO ASSURE CONTACT BETWEEN THE FASTENER HEAD AND THE ATTACHED PANELS. PINS THAT ARE NOT TIGHT WILL BE DISCOUNTED.. CONNECTION OF STEEL ROOT DECK PANELS TO SUPPORTS WITH THICKNESS LESS THAN 3/16 INCH AND STITCH CONNECTION OF NESTED SIDE SEAMS SHALL BE TEKS NO 12 GA. SELF DRELLING METAL SCREWS WITH A MINIMUM LENGTH OF 1/2 INCH STAINLESS STEEL. HILTI "STANDARD" COATED HEX HEADS WHERE THRU JOIST MANUFACTURED AND STRUCTURE, PHILLIPS HEAD ' TRRU DECK STITCHING WHEN AT TOP. PNEUTEK PINS AND SCREWS SHALL NOT BE PLACED CLOSER THAN 8 DIAMETERS OR 1 WHICHEVER INCNIFROM PANEL ENDS PANEL EDGES PARALLEL TO R GCORATT NSA AT SIDE LAPS CLOSER THAN 7/16 INCH TO S. ffC, 1`d'1i",NOW ON SHEET" 5--2 PLAN REVIEW FOR COMPLIANCE WITH FOLLOWING ORDINANCES ONLY 6r3z SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUT iOitITY, ERRORS OMISSIONS AND INCONSISTENCIES. DATE In IFS BY DATE CUT MAHAN & DeSALVO.'I$O• CITY OF `TUI(WIIA APPROVED I� G 1•':1939 AS NOTED BUILDING DIV ON t Y ✓.7 ;" ; ri r3r4r 1GTx it 3Y.PS°i t3J�S3 fwi!::�5:rJ rF+ . ".'aryi!i$ -. .. Aw , 1 y. {..y,:, htif .:;m: ��. .,�'•,': "u�As70.. .- �nwvi+rr�Gpw.��= •�. -.c:.. .L✓'+ Yi ?N >i.?.'^"'•..::i *Yt' ;; ��L. G,�.G`� .e.., GfS,'�:r'.3�C1. ! A;r .f',"'.� ..•ti, :.:..er�yA, 111111111 �II�' III�I�IIIII�llltlti�fi�i��ll�J�= 11�I����� 3 t •. 0 ,!Th$INCH 2 INONNIOM IIIIir"I ITIFIW11111111111111 q111111I1111NiliPjijlj I EI P11110 4 5 6 7 8 NOTE: If the microfilmed document if: less clear than this notice, it is due to the quality of the original document. 1111111111111111111111111111111111111111111 1 Q 11 IN 12 Lt 91 St 9L £L ZI IL c(, 6 9 L 9 S C Z L ww Q iluh1111n11h, 11111111111��11�i111111111/! u11111�1h111�I1uhn1�I1 11Ii1iiI1111Ir11 /111uh111111i16111nl1111l1111l ; Iiiiilillllillillnl�f11111u11111111111 !111111Ir1I q? flyt� �� lr.r�s t ✓"�! �.S �� �)�+ lx r( a.::� .i':.4 -. _f.�..'�:{,:..- '.�:�ii •. �.,y �.,�,ry • 35' -0' (5. 1 30' -O' • cp. 1401_0" 30'_0• • TYP x y4 35' -0" 1'-0" r , r-- L1 SIM N (2) 16 W21 X 68 GROUT CELLS 0 16" o.c. 5 1/2' CONCRETE DEG( W/ 6X6W1.4XW1.4WWFOVER W3 FORMLOCK DECK X 20 GA N •f TYP. LINTEL 0 TRENCH' DUCT 2' -0'_. L2 ca L4 TYP U.N.O. L3 (2) 15 W24 X 104 C15 X 33.9 SIM TYP 7.rk$.. • COMTI NUt :O PROM SHEET 5- I WINDOW CURTAIN WA L COMPONENTS AND CONNECTIONS STRUCTURAL COMPONENTS AND CONNECTIONS OF COMPONENTS TO BUILDING STRUCTURE INCLUDING MULLIONS, HEADS AND SILLS SHALL BE DESIGNED BY THE SUPPLIER OR FABRICATOR. MINIMUM DESIGN WIND LOADS SHALL BE PER 1985 UNIFORM BUILDING CODE EQUATION 11 -1, USING THE FOLLOWING VALUES: Ce = 1.3 Cq = 2.1 (2.5 WITHIN 10' OF BUILDING CORNERS) qs = 17 PSF 1 = 1.0 SHOP DRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF SEPIAS FOR REVIEW PRIOR TO FABRICATION FOR: REINFORCING STEEL, STRUCTURAL STEEL, MISCELLANEOUS STEEL, AND TRUSSES. REFER TO SPECIFICATIONS. INSPECTIONS INSPECTIONS ARE TO BE PER UBC SECTION 305 AND 306 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED (PRIOR TO STARTING CONSTRUCTION) BY THE BUILDING OFFICIAL. SOIL: CONCRETE: MASONRY: REINFORCING: WELDING: PILES: VERIFY SUBGRADE IS FREE OF WATER AND DENSE, PRIOR TO POURING FOOTINGS. TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. PROVIDE CONTINUOUS SPECIAL INSPECTION PER UBC 306 (a) 6. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. PROVIDE INSPECTION PER UBC 305 AND 306. VERIFY PILE LOCATION. MAXIMUM MISALIGNMENT IS 4 ". IF MISALIGNMENT EXCEEDS 4 ", NOTIFY ARCHITECT AND ENGINEER FOR POSSIBLE REDESIGU OF PILE CAP. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLAT :io!. CONCRETE MASONRY HOLLOW CONCRETE MASONRY UNITS SHALL BE GRADE "N" (f'm = 1350 PSI) IN ACCORDANCE WITH ASTM C -90. ALL MASONRY TO BE ERECTED IN RUNNING BOND IN ACCORDANE WITH UBC MORTAR SHALL BE TYPE "S" (f'm= 1800 PSI AT 28 DAYS). SOLID REINFORCED CELLS IN LIFTS NOT TO EXCEED 4' -0 ". GROUT STRENGTH SHALL BE 2000 PSI AT 28 DAYS. MASONRY STRESSES USED IN DESIGN WERE FOR INSPECTED CONSTRUCTION. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60, (fy = 60,000 PSI). SPLICES SHALL BE 40 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE VERTICAL BARS FULL HEIGHT AT WALL CORNERS, DOORS, WINDOWS AND OTHER OPENINGS. PROVIDE CONTINUOUS HORIZONTAL BARS AT CORNERS. PROVIDE HORIZONTAL BARS ABOVE ALL DOOR OPENINGS, ABOVE AND BELOW ALL WINDOWS AND OTHER OPENINGS. (EXTEND 2'-0" MINIMUM BEYOND EACH SIDE OF OPENING UNLESS OTHERWISE NOTED IN PLANS). GROUT ALL CELLS SOLID BELOW GRADE. MASONRY VENEER VENEER ANCHOR TIES SHALL BE CORROSION RESISTANT, MINIMUM OF #22 GA. BY 1" IF SHEET METAL, OR SHALL BE A MINIMUM OF #9 GA. IF WIRE. ANCHOR TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQUARE FEET OF WALL AREA AND NOT 16" + ENT R • : • . TAL PR D WE HO " C 1�S JO •i .,C,i ' M � : fi + � ' � � _ �`i ' � ; �i E .' - AM. ' �'S _ 'V$�ti'I C�'�L ?5.. XNTS, IN;; CONTINUOUS VENEER , PER ARCHITECTURAL ELEVATIONS., TYPICAL'P.LINTEL ANGLE. .OV MAN DOORS IS •-3 -1/2 X, 3 -1/2 ,X 1/4, LINTEL ANGLES.' .SFHA D. AE, 1 CMU� 5�?ALCONT'ORNIATO : JBC�SI ?CTION,t3006�iA:SCONTRACTO END. VENEER ANCHDRAGE°.TO '' GAM,VAN T Z R HALL. SUBMIT INFORMATION. 1 ON ANCHORAGE SYSTEM TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. REFER ! TO SPECIFICATIONS. (2) j5 MC8X18. MC1 X10.6 W16 X 26 rf-. JI 1, J L'1 d 1, 1 .. • a_.a zi.a u� u � r i l �� _ \--- -- L1 "1.3 PRO,J►" C T OR?H-f SECOND FLOOR FRIAMING PLAN SCALE 1/8' NOTES: 1. CMU WALLS - (1) , 5v 0 32' o.c. do (2) g4H 0 4l3' o.c.; GROUT CELLS 0 32' o.c. TYP U.N.O. 2. ALL VERTICAL STEEL TO BE 0 CL OF WALL 3. TOP OF STEL i °AMING AT 14'-2 1/2' FROM REFERENCE ELEVATION 0' -O`, TYPICAL. 4. ELEVATIONS INDICATED +r-1! ►S: < 5 ARE TO TOP OF MASONRY FROM REFERENCE ELEVATION 0' -0". Rri R TO ROOF FRAMING PLAN FOR T.O.W. ELEVATIONS FOR UNSHADED WALLS. 5. SECURE STEEL FLOOR DECK TO ALL SUPPORTING MEMBERS WITH PLUG WELDS THROUGH 3/8' DIA. HOLE IN 14 GAGE WELD WASHER. 6. REFER TO MECHANICAL PLAN FOR LAYOUT AND SPACING OF 'WALKERDECK" CELLULAR DECKING COMPONENTS. TYP W16 X 45 L3 — . . — — LINTEL SCHEDULE MARK W16 X 26 105 W8 X 13 N /S5 W8 X 15 N /S5 2)<5X3X1 4 LLV TYP U.N.O. p/s CITY OF TUKWILA APPROVED 1:1 t C 14 989' AS 1QD BUILDING DIVISION Nia :411 . >,xya,+t 0,0`pf"�cimawxycseas6.'^.'P4'.r. �.. r' {. . , ::.rv.*' .>, ✓Y..... .. t.•� xv +��C+G:s:�1:4e�'rik7� • 'l'.�S''1lJ.D "i% .Ii 'u`...., "'rv7ri'MRCyzs�lo`i •'Y•� +°nc;: ucalarn�r _rim •. rt•¢ . vk•. N. VyL "JW r' i �. �..x n �Pl. �. n.iPii7..�i.'w� .l...+.wr.:..� -u.! ! . .P , -•G.r. .,,•?'. .. 7n ..5:.. 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BOLTS (2)3/4" DIA.--- BOLTS PLAN "di MASONRY WALL 0 SIM SECTION SCALE 3 SECTION SCALE 3/4" = NOTE: MFG TO DESIGN FOR !k AXIAL LOAD INK/ BRG SEA7' li 4 111 !k— -11 11 11 IS 1 1/2 X 1 1/2 X 1/8 X 5`--6" IN UTE OF DECK 0 tr-0" o.c. WELD 3" MIN. ro EACH SUPPORT w/1/8" FILLET k1.1) 5/8" DIA. X 5" WITS 0 24" cc. IN BOND BEAM 11 Milk Six* 11 SCALE 3/4° = PI 1/2 X‘6 Gr-6 W/(2) 5/8" DIA X 12 WHS ON GROUT BE,D — 2i. 3, X 3 X 1/4" AUG Nw/ \ CORRUGATION NEAREST WAG BRACE & PUD1)LE WELD 4 6.o.c. 1 — GRID & OUTSIDE EDGE OF SPANDREL GLASS COPE WF BOND BEAM 3 3/16 IIV-3" PL 1/4; X 6 X 01-7 ,1/2 BOLT TO 'VERT. MULLION W/(2), 1/2' O(A"BOLTS. SLOTTED HOLES 1N PL TYP. SCALE 3/4 SECTION SCALE 3/4m = SEC TI ON SCALE 3/4 TS 2 X 4 X 5/16 — L4 X 4 X 5/16 TO UNDERSIDE OF TOP FLANGE • / PER N/S6, 45° BEVEL CUT. EA EN D 4 X 4 X 5/16 TO UNDERSIDE OF BOT FLANGE PER 14/S6 --- r GROUT BED 4' VENEER---- C4 X 7.25 W'3/4" 01A X 9" EPDXY ANCHORS sONo BM, 4816.c. TYP--\ SECTION ECALC 3/4 SECTION •SCALE 3/4" DETAIL SCALE 3/4" CITY OF TUKWILA APPROVED t)C 14 1989' AS IiDTED BUILDING DIVISION NO4P661c04 16 THS INCH 1 1[11111 l'1111111 FJ • tiff p 111 11 I RI r litiffrill1111 1 fil '119 • • ./ 2 1 3 4 5 6 7 8 NOTE: If the aicrofilued docuaent is less clear than this notice, it is due to the quality of the original document. 1 9 S C IQ 4 «J . F. at la5r�:�a ::a•wrr. ^�.,�.:t,4t,;�a'a', "'���v.. tiYN'Yy::; =1i!! = 'ar;.`.kr MODULAR COOLING.: UNIT SCHEDULE • (FUR6VISHED BY OVI!lJER) MANUF RE11 12 LiEBE VIAND AUTO 24V AC •. EVAPI TOR CTI sa WEIGHT 55 STOP RUN A t A CONTROL TERMINK AL PRE.. • • DA A U L LOAD AMPS DE R CTION AMBt NT I NO DEO F M' EL . ;. MOISTURE SENSING CABLE DIMEN'io. S. INSIDE UNI 46' 3 22 HARDWIRE TWISTED PAIR COMIvUNICATiON5 LINK . 34 X 34 X 72 OUTSIDE UNIT 52 X 44 X 4 NOTE} — UNiT i C1.UD SlN ADJUSTABLE 0 -5 MINUTE ON—DELAY TIMER' MOUNTED INSIDE ....,., _.. R FREOERANT iNE 512 5 INCH 5 O:D. COPPER : NOTE: TERMINALS. ''`' D AND F NOT USED. IIIIMMB NOT IN CON PANEL FIELD WiRING 66' HOT LIQUID (AS LINE TO LINE UNIT 7/8" ;.1/2" 7/8" 1/2" HVAC CONTROL SCHEMATIC 150' : 100' NOTE: EQUIV., LENGTH - 1:5 X ACTUAL LENGTH.. FOR LENGTHS EXCEEDING CHART' 317E6 TO BE DETERMINED BY LIEBERT (71 PANEL 0/P: QUARE D, WESTINGHOUSE OR G.E., SIMILAR TO D TYPE.Now. 240 VAC.3 PHASE. 200A MAIN RCUIT BREAKER W/ 120V SHUNT TRIP, 42 SPACE, 2 WIDE. SURFACE MOUNTED, ELECTRIC - ALLY ISOLATED GROUND BAR AND NEUTRAL DAR. QTY FURNISHED: (1) BY ELECTRICAL CONTRACTOR. MOUNTING /LOCATION: KS ROOM WALL, 77- ARE. 5 WIRED PANELL. TERMINAL COMPLETELY ASSEMBLED AND CONTROL( , BLOCK FOR CONNECTIONS TQ OTHER ICS ROOM CONTROL EOUIPMENT.:16" X 12" X 7" DEEP, WITH LOCKING FRONT PANEL. QTY FURNiSHED: (1) BY OWNER. MOUNTING /LOCATION: ICS ROOM WALL 65' ARF. LEGED Fes... -.RR Q CONTACTOR (BY EC) NORMALLY OPEN FOR EMERGENCY SIiUT DORM. PUSH BUTTON SWITCH (BY EC) FOR EMERGENCY SHUT DOWN. 2 CONTACTOR: SQ D CLASS .8502, PPb 3, IN NEMA N "1 ENCLOSURE. QTY FURNISHED: (2) BY ELECTRICAL CONTRACTOR. MOUNTING/LOCATION: ICS ROOM WALL, 65' ARF. 3 PUSHBUTTON: SQ D KRI- 9RH- -13 'PUSH -PULL MAiN- TAiNED. CONTACTS: ' (1) EACH OPEN AND CLOSED. LEGEND: FOR COMPUTER ROOM EMERGENCY SHUTDOWN ONLYI IN RED LETTERS ON WHITE BACKGROUND., CITY FURNISHED: (1) BY ELECTRICAL CONTRA OR. MOUNTING: K4 AF2 ENCLOSURE (BY. EC) WI7"N 10 LOCATION: W /JLI. OUTSIDE ICS ROOM DOOR, AFF. HIGH LIMIT T1 PMOSTAT: HONEYWELL T651 A 1269. OR T65 I A202 , SINGLE POLE DOUBLE THROW. QTY FURNISH: (1) BY ELECTRICAL. CONTRACTCR. MOUNTING: P TITICN MULLICiN STRIP. LOCATION: 1C ROOM WALL. 68' ARF. (�/-') SAP AS 4 ABOVE: -'wl r_ri, C"t treat, e►.. • 1 ail , fG L NIL,P_ ,- r`r^-• PTM , . air t rur.ui!•3r�/. is1. P7 ftirr%rrrw 1.uOrrv-v,u`. ". 'MOUNTING: PARTiTIO 4 MULLION STRIP. LOCATION: ICS ROOM WALL. 76" MW. 1 HiGH LIMIT INDICATING LIGHT: SO D KT35 PUSH- V.."./ TO -TEST W/ RED LENS. '"HIGH TEMP LIMIT' LEGEND. QTY FURNISHED: (1) BY DATING CONTRACTOR MOUNTING: IN KYAF2 ENCLOSURE (BY EC) Wi LOCATION: WALL OUTSIDE ICS RM DOOR. 12 ITEM © 3: CONTROL RF.LAY, DPD NUN SAFETY DISCONNECT SWiTOI SQUARE D, GENERAL ELECTRIC CR WESTINGHOUSE; SIMILAR �T..O..SQUARE D Li \V csEc. VL.r,H.►AL *JTY MN-FUSED TYPE PE D r3 2 i VAC, 3 POLE. WITH FIELD-INSTALLED GROUND KIT. QUANTITY FURNISHED: (2) BY ELECT. CONTRACTOR. i1OJNTINM.00ATION: ICS ROOF WALL 77 ° A' „„ , . WIFO WW.N. ° y 1.L+JITCl3 T. INCLUDED IN 4 7�,� :. 3 SWITCH .. ` , t'' TYPE 248 VAC, 3 H. E MOM EP LOSURE. WITH FIELC- INSTAL�..EO GROUND KIT. tIUAN ITY FURUJSHEai 2 BY EC. MOUNTING /LOCATION REFER TO SHEET E -i FOR LOCATION. DISCONNECT SWITCH (8Y EC) - RATING AND VOLTAGE CCIrPATABLU WITH EQUIP- MENT. NEMA 1 ENCLOSURE INDOORS, NEMA 3 OR 3R OUTDOORS. CONTACTOR/RELAY /SHUNT TRIP COIL. RELAY SOCKET TERMINAL. CIRCUIT BLOCK TERMINAL IN CWPER- FURNISHED CONTROL PANEL. AC -•- ABOVE CEILING. AFF -• ABOVE FINISHED FLOOR. 3 ARF -••• ABOVE RAISED FLOOR. CKT — CIRCUIT CNTRL-- CONTROL CO -- CLEANOUT COND --• CONDENSATE FB0 w- FURNISHED BY OWNER. IM --- INDICATING . MCU MODULAR COOLING UNIT. BEFORE i`1ODULAR COOLING UNIT START -UP,'{ HE HC IS TO SET THE CONTROL SWITCHES ON THE MICROPROCESSOR BOARD AS FOLLOWS ( REFER TO THE OPERATION AND MAINTENANCE MANUAL FOR LOCATION AND OPERATION DETAILS): 411 — OFF (NOT USED) — OFF (REHEAT—NOT USED) 4'3 -' ON (STAGED COOL I NG) - +m4 -'ON (IF UNIT 18 EQUIPPED WITHA HUMIDIFIER) OFF (IF UNIT IS NOT EQUIPPED WiTHA HUMIDIFIER) S -;;OFF (HI /LOW HUMIDiTYAI.ARM =NOT USED) 4'06 -.OFF (DEHUMIDIFICATION -NOT USED) . *7 -a OFF ( &ITEMASTER MONITOR -NOT USED) 4'8 - ON (FAHRENHEIT SCALE) c $ 0 • T. 70 g400 G d ;T N - ,c)wud a :.acs �r . w 0 Q. `a: °: , a AA 47 AFTER iiooULAR CODLING UNIT START-UP ,HC IS TO SET THE TEMPERATURE /HUMIDITY SETPOINTS AND SENSITIVITY (MODE 1 ), ALARM SETPOINTS (MODE 2), AND THE CHANGE FILTER ALARM AS FOLLOWS (REFER TO THE OPERATION AND MAINTENANCE MANUAL FOR LOCATIONS AND OPERATION DETAILS): TEMPERATURE SETPOINT: TEMPERATURE SENSITIVITY: HUMIDITY SETPOINT: HUMIDITY SENSITIVITY: HUMIDIFIER WATER RATE: 72 DEGREES 2 DEGREES 40% RH (IF APPLICABLE) 5% (IF APPLICABLE) . NOT USED. NO SETTING NECESSARY MODE 2 HIGH TEMPERATURE ALARM: LOW TEMPERATURE ALARM : HIGH /LOW HUMIDITY ALARM: 90 DEGREES 35 DEGREES .. DISABLED WITH CONTR01. SWITCH 0r5... NO SETTING NEC :ES. 1FdY THE FILTER CLOG SWITCH SHOULD BE ADJUSTED FULLY CLOCKWISE TO ITS MAXIMUM SETTING. 'CITY OF i'tjkV ILil APPROVED i' rJ c ;1 � •1 i9?3 AS hbYED i4tiYL`r rr.,,, r'�I�J!•J _i! p ♦ 7�''.;.Y✓7'1 ..� , r v.tn�.oM, . f •1M 'Y [ , :.lr 7i r .. '.,,,.z.Y,C,..f�; * :: r,,;,?'y`w ri r.'.��s.�`.x sr ' "rr.,"R.7�`r.•t+.l .r'zcxi'. _x f '±. »;�y . sN• y. .;r „+.r. —.a'. r.t�' �' '.r.' r :11 111( 11 1i 11 fJJJ11I'I "IIIi''1IIIiIII1iIIr1I 1.NI ilif`t# 2 3• 4 5 6 "� I33 :. 9 NOTE: If the microfilmed document is Jess clear than this notice, it is due to the quality of the original 'docuument. 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CQVER wiTH AP (iA N . . C. REFRIGERANT LINES; SUPPORT EVT ? 5'. . D. THERMOSTATS,, INDICATOR LIGHTS) E'n . MAY ae NO(N BO ON THE PARTITION MULLION STRIP. COV ;tt TO CONCEAL WIRY. E. RAISED FLOOR CUTS ! Y• FLOOR INSTALLER. COORDINATE SIZE & LOCATION. MOS PZiMitiW4, firientfq, g SALLAS " ASUMBLE ALL KNOCKED DOWN SUPPLY DIFFUSER P'LE 'a (F1O) & INSTA ;JL ON TOP OF EACH OWNER SUPPLIED MCU. HC TO SUPPLY AND INSTALL SHUl oFr VALVES k'OR T iU LIQUID REFRIGERANT LINES. FOR MCU 1 & 2 CONTROL L SCHEDULE SEE. Si` ME 1, j .1 NO .5C AL E NU `SC.4i ,.L E r; C P •-1 CP -2 W.N -I WATER HEATER AS-1 3* AT -1. rig.--1 CIRCULATING PUMP AIR StPAiRAirOR A/R 7'4NA< TA Al l( P / Tr !V 6 SEE SPEC.- 5A7C. /S710 9J5 .ND BOX FROM bl.a.-1, 1- RUCTt.. ; EACH C N C F \IV/ 14." THREA f)E E1 ROD: ---- - ----., ,3- WA / e f 4. rr ov ,,5 ,RIVC1% 5Y-WT or VALVE (7Yp2) 6,4i." MAX. VMt/BOX(MNPOWERW- - V.,474/.0 asighwiy) so m..4 `: : co/ ) VA V -630, r'rc 5K ( Y,c). 6) iZ//i P VC T 1P -- ,, r EF -4 1 iN ROOF STRUcTiU E Af ,ve- �.,... - Jr A HO/4R; w � ,:tea .�.`° 3 ; 41' 6; RC-Di/CEP _. PLENUM SOX 1/2" FO$ M{l u J',S f /A" Db: m f $1004 0041,_ .. fl TuR s VP EP' rZ. • fsNROO, •. !? /i &Ai --/ 1' ! j1 . - - ' . , �• , ^. �° ' -' •�•- � ,.:r....3.Tv.. i+r.Ti;nn aaritv�.2iu =r, rnortrt.rar':raiY57 � . _ �,,y,�,,� /y�,�j?. cam. .a i ,`eC.T�:f k..'"' :1'rf .; y jX° ;i00446AYw;frore6 k7tY::YX' 1i3TA'wY. 14�1•t�iN'+; lil, �ljllij11' 1J1lll�Ijll1J!l ljlll lll!; 1�Ijrl! jl lljilljli!j!iljillj;Ilj1JIj1f; 1li jlll j111 11j1 11! Ijlli�flljl�l!IIIIi�I(!lll!I!i1 i lll!IIIII!il!I'ti!II Illlllii111!1'111 11 I�III 11 11! ! 8 ljl ��, ,I�111fI1I1,1 ,,l�illl 0 :lITNSINCW 1 2 3 ! 5 6 7 10 11 MA,%INoFRf.UWY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal. document. oc 6Z BG /.Z I I! i! M 9Z SZ £Z ZZ '.Z oz 61 el Ll 91 Sl bl Cl El ll 01, 6 8 I ! 1 1 ! ,'',II!!I!i1!I!i Ili !!;!1!!i�!I�Ili1;llllllillllll Ili;l ll; 11ll!! �;!!11i11►!III�I!Illilll!11111! III'! I! il�l1! !!II!I�IIIIlliiljl!IIlIIIII!il1 II „ I�l:I +III��� II' ill.. I ii l�l•il, l iilil',�i l;�� L 9 S *I C Z III III l 1∎ W h �,I! I i III 1' II.( lllhllllllill I�l; ," III.IIIi�,ili1 111111111 jy z efot, �+Cf,T ;s rr1'. 2 , CAP RCAF PLAN i / c � P 2 EXHAUST FAN DETAIL M:1 VAV CONTROL ROL PLENUM SCHEDULE f•:uu I P . AI 101 -1 MODEL -6 VCCD - 17 VCCD - 11 VCCD - 06 VCCD -17 VCCD -17 VCCD -03 VCCD -11 VFWD 2415 VCCD - 11 VFWD 0604 MIN. WT. INLET 1 IN. WG. .534 .395 .516 .573 . 352 . 25 .44 . 557 CFP! COOL HTG. COIL DESC. HTG. HTG. EAT LAT CFM STUB F F 4 EWT GPM F MODE CFM SPEED • 1' /0 1380 690 450 1.270 735 200 795 2030 - A/C AND HTG. E ,. U1'• AIR TRANE COND. AIFC COND. TRANE MODEL DESC. Sid U D 1.5 SWUD 29 COOLING BALTIMORE V. TOWER AIRCO.IL 243 ME.H TOTAL COOLING, 50 GPM .5 F, EWT,S9 F LWT,78 F EDB,64 F EWB,.81 SHR,9,e.:;Q CFM 02.0f IN WG,15 HP EVAP. FAN,2 COMP. @10 HP EA.,EER 10.4,4 -- 20X20X2 & 4- 20X13X2 FILTERS. NYD` o JI A.O. SMITH 1. N : T t'4EAI F_ Fi A,P4f N' t '` ./1t 'N,; ..'m/, ,X 16. rr� ?t, I. l kr '4NC. F_ Lc: �t il:i PI EE 5Ti: fit•- r:."�' 1475 313 ABM TOTAL COOLIHG,60 GPM 75 F EWT , 88.`-5 F LW'1' , 7Ci F EDB,63 r EWE , . 83 SHR,11 ,=:,0 CFM @3.rZ IN WG,35 HP EVAP. FAN,2 COMP.- 1 8 10 HP & 1 0 15 HP,EER 11.1,8- 20X20X2 t. 4- 20X18X2 FILTERS. SPRAY PUMP- 1 1/2 HP W '- ;ZG,PM,FAN- . HP 0 31 , 000CFM, 69 F EWT, 75 F LWT. HBN INPUT, ,319 MBH OUTPUT, GA5 FiRE)J tiC; �1i?;t i•,.1 �` 9Ci to/ (:.∎ ri'f.tT' wW '1/, ME: AC UNITS TO BE SUPPLIED WITH LOW LEAK THROW AWAY FILTERS, 4WD HUTORIZED NIN DOWN OF THE UNIT. CONTROL OF THE UNIT ;IVAC CONTROL SCHEMATIC -5N. P4E -I , ELEC. OPER. 1 REMARKS WT. 50 FLA 3225 1 1 4f60V/30 S c. FLA 3300 480V/30 DAMPERS, SMOKE DETECTION IN SU - L.Y AIR, . 0/A DAMPER WITH SPRING TO CLOSE ON SHUT SHALL BE 6Y TRACE "TRACER 100'• SYS. SEE EXHAUST FAN SCHEDULE MOTOR HP VOLTS PHASE- PENN 7- ,• ✓ .= A 3E, C4 .25 1050 .'7Sirl XR94L . 125 486 REMARKS AACKDRAFT DAMPER 1 1 FIACKDRAF T DAMPER LEKTROL SPEED CONTROL 504 .125 h' 1250 • . ,, ty1 2 ! r. 1/10 120 1/10 120 • 1 1 8ACKDRAF T DAMPER LEKTROL SPEED CONTROL 1 ( B,CKDRAFT DAMPER LEKTROL SPEED CONTROL PUMP SCHEDULE :;YM rA ---''- EQUIP. NO. MFG. MODEL GPM HEAD FT. INLET • IN. i1uTOR REMARKS' HP VOLTS PHASE PPM Fy BELL & 60 -16 23 38 1 1/2 3/4 120 . 1750 HT GOSSETT A _ '. 23 38 1 1 /2 3/4 120 1 1750 HO, .G, u - 1510 - 110 35 2 1/2 1 1/ 4E0 1 1 150'N' , WAT FA -^ 2 BC -_ - -- -110 -3,- __2'1/2 GLYCOL. _ i- - - -„ ,. 1 1/. 4E0 3 1150 t,_. = •..,'F'� GRUNDFO3 UP 1`�- 4 10 3/4 1/12 120 1 ,59O QOM. N' WV 42 -SF R ( . 7 2 , 14 , 4141 7.5 64.2 16`a .81 1 2415 1225 , 36 .321. 690 370 78 165 .2710604 . 239 700 .4511104 VCCD - 11 . 14 750 204 -1 1205-1 206-1 207-1 208 -1 209-1 209 -2 210 -1 . 73 1.200 1.05 3165 1,27 3 240 VFWD 1104 .548 750 675 11,451 1 75 185.6 165 .60 1 1 107 1600 17,096 75 185 165 .913220 1700121,092 75 86.5 165 . AIR TERMINAL• WHEDULE :;YM rA ---''- MFG. TRANE - - - -- -- -- TITUS .: MODEL 1010 VDLD- 5M01 VDLD- 5HD1 vDLD- 5LD4 VDLD- 3LD1 - - -- - VDLD- 5LD1 VDLD- 4L111 50 5 F var r-.._ 3L0 4 DESC _.•___.- SLOT DIFFUSER " „ .. 0 I " CEILING CEI GRILLE C/ f) r-- �, DIA' ,c-41.5/5P CFM 1010__ ._ SEE DWG. .. -1 ., _ . .. .' .. "1010_ ., SIZE 5'X1'- 7/16" -5'X1' -2.. 5'X9-1/4" 2'-6"X9-1/4' ____- 51X9-1/4" 4'X9-1/4" ,' x (: 4 I,._ r (1 , _ J4 — PATTERN 2 WAY 2 SLOT 11 10 " '' E - - - 2 -WAy 2 .-3 .L1-r INLET S13C INCHES ..- 8" DIA - - -- 8" DIA • 8•• (')BR 6" DIA ____ 8'• OBR 8" OBR 1010. -1010... E "e REMARK -_ PLASTERED -- CEILING I TYPE 1 �f /� "1,5TEf ED V CE /l /A/G . H 550 1 5,362 1 75 184 165 .54 1 1104 .54 1 300 775 1 5,023 ' 75 181 VCCD -06 550 VCCD - 03 . 144 24 225 210 - I - - T /)NE A /O, VFWD 1.702 1107 930 500 7,307 75 as.'' 165 .95 1107 _- A,L i..1/1/7 r r^,/ 0, 0 187Hi llt•:H r SYM Qj GD ti. EXHAUST DAMPER HOOD DETAIL AiL B,A /.. !-1I R r'Lf. N 1//1.7 Cf: /L ING P 7'A :L1 )4i5 —.W,8042/A7 /ON /50L A rION CON N . is !-' /_ A (TYe? 2.) 1 1 FrJ - JC:1F1 EXHAUST FAN DETAIL J /3 "_ '_ EF - / op/ V •E DAMPER AND LOUVER SOMEDyLE MFG MODEL ..._....0,.101_.• •_...a,.. SIZE FRAME (W X H CFM REMARKS LOUVER RUSKIN ELF 375D 24/18 L -3 L -4 MD -1 42/46 36.36 MD -2. MD-3 MD-4 MD -5 MD -6 -8 -9 MD -10 1_ MOTORIZED DAMPER MANUAL DAMPER MOTORIZED DAMPER BD2 -A3 MANUAL 1010 DAMPER CD-60 46/30 26/24 22/24 40/32 48/48 FLANGED COMB. AIR FOR W -1 & 2 9,860 1 0/A FOR A/C 1 1. 11,3601 0/A FOR A/C 2 11,36 0/A FOR A/C 2 CD 10,130 RETURR AIR % FOR A/C 2 .J • 8,585 RETURN AIR 0 FOR A/C 1 9,860 0/A FOR A/C 1 11,360 0/A BAL. FOR A/C 2 34/48 FLANGE ON 5,039 RELIEF FOR 4 S1DES- EA. A/C 1 & A/C 2 FRONT INTERLOCK WITH HD- 42/46 FLANGED 9,860 riD COMB. DAMPER - 60' OPPOSED, 40' PARALLEL 0 COMB. DAMPER - 75' OPPOSED, 25' PARALLEL : 10 '. _ Sh ... . .-: %i .v' ,. �- ,1010. ; !, u's n� . t if / Y � .1f.. ��'iC� , c�i� �"a' brtt J` '''3s 1010 y- fef . d1a'.' Y:'sfsY:s• % x s 10C 10 ✓y. .rf, is J_: w4,7....i. .C/J 1..;_f 5,ax?��n nY.; vai� ..r Ft}y , i il?. r r j., Fsc._ . m:J_. _�!�ltr1ci ! +F.- A : .;ai1. !! fi ! ► I 11 . !1! {!11j 1fll11 1Jifi1 l l ! 1 ! I I I I ;J i1!1j !1!i 1 11 i!!i I1 f 1 1 ! l 11 !I!; +! ;! l !i! f !i!i!1!►! l! ;�II!!i1!il i !i! l Ill l ill s I l !i1 i !ilil i! i ;s i 2 3 4 5 6 7 8 9 10 11 No 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 0c 61e. se L3 9z se i 1 i �1 i ij 11 1 II�1 11 ii 11��1111 I ,,,.I nli.0 . , lil, i, i lil zz Le IMiiilil IllyH llj!!!! "'l I 1 0? 6L el Gt 9L st 'A £t zL LL 01. 6 2 L 9 s 47 F z t ww 0 .11 ��i ;l! , i1 it ,11.1 i1 , 11. ,1 i 1 1 I ' 11 1 + 1 ' 1 ' 1 1 1 i 1 1, ,i 11 ,,I,i !i 11M Iii IilIN 111 I'I:i lililliiilii l�ili�,1111lllii!:1itliil1I1Wl! :11111111i111il�IIIIII! + 1H 1! :' 111' 'I i 'I ! 'i I I'll l i�lll!IWI ilil� li.l,lilil, �II� i ;ii i, I ,I, i., I. ;ill li Q/A BAL. FOR A/C 1 1 S LEGEND & SYMBOLS C---- -� r. HWS •- HWR G 24/48 48/24 DB SJ8 MBH PSI ESP A F F /AtcF / T R 4 o — 41R omftwomalovrOaft IMMOCRINIIMMICIENNIO `11 '- - -..... TO SE'S •Y-t- 11 WASTE VENT COLD WATER HOT WATER CONDENSATE DrtAIN FIRE PRO3TECT I ON HOT WATER CIRCULATION PIPE HEATING WATER SUPPLY HEATING WATER RETURN GAS VALVE - GATE VALVE - CHECK VALVE - PRESSURE RED. (PRV) UNION THERMOMETER AIR DUCT - FIRST M IS SIDE SHOWN F :-EXIBLE nLCT CO„;N , TURNING VANE SUPPLY DU ^,1 UP - 1ST. # IS TOP RETURN OR EXHAUST DUCT UP SUPPLY DUCT DOWN RETURN OR EXHAUST DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER S0. TO ROUND DUCT TRANSITION SLOT DIFFUSER DUCT REDUCER AIR TERMINAL TYPE h AIR CONDITIONING TYPE 01 THERMOSTAT TO CONTROL YAK/ 30X. ZONE t4r'. MO5TAT FLUSH CLEAN OUT CUBIC FEET PER MIN. DRY BULB TEMP. WET BULB TEMP. 1000 BRITISH THERMAL UNITS POUNDS PER SOUARF INCH EXTERNAL STATIC PRESSURE ABOVE FINISH FL00R /ABOV,F 2AI3El, FLOOR VENT TO ROOF v..1,. F Z,1 f ` clt,' neA I H VET T H R i_: ROOF i /. PEP- ' 3/4'' B,y- ASr fFL SEA' If /CE Oil P? Scr Cr! v 'TR 1: / Cif I fie L_.__ f3AC,<f/C)W PR4:V NT'E%? cw BACKFLOW PRV DETAIL NO C ALE E5s. 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';.;'-"L'E•F" \LA.. :o1-; (7 P) -L4-• WATER HEATER DETAIL &ALE ‘,4,(.:N. Cit-OPE. VA. c-: • .4/1\ P L F '726. 2.Y211.-sn- s P1\) 11/411_ ij t -4:4414-471-. LiwirdK P‘i r "'A. P AT ik-T* 55 CT -- 1 1/2• WI• r r•-. • 9,7 ff' IV PING DIAGBAM: Sc41 E.. t- FLCC/R, - FF.. C 110 - 14" e2.4 •11••■•••■■•214. r/2.42: ro . 16 61.'0C UP 4 or\k-, rSle ..V 7-1-7S- I II 109 Fc0 r- TOILET ROOM PLAIi 4 1/.4.3%1 •-rz.; _ • 4\,, --- 0-1 CD9 11.14 • E Id.••:/- -3 Ce...':TA 1 11 • ( 3 P172:). ‘3'5131-rPr..1 Ftca . I 0-1 FP-c, o 12:11-1 --2.11OFFSET (\Alai E5.) / FLUSH VAI_\/6. / AcTIVATNq HANDLS WATER CLOSET SUPPLY OFFSET.DETAIL_ 56AL. r,r; it: ,.\!-." •t•:),1. c () Pi2. P-3 vo.e4 EE. r.;E:TA L ; H.6 ---- • (4" YAI20 1..EANOUT 00-3 L ARF 121 f-,-r\ (VFW 010-3 03 RD CLE,./kIptiT csq,StnicTAJL 01-4 - CNIL. C•1'L Ti'P.AL 'fAkr.) cLEAN0I-15) \ )) apIZANerr iaikkH 70 14 \,1 FLOOR SLAB. /.1:4 . 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" , , .• _ , „:„4- !IIlIIllIlrIIIIIIIIlIlIlIlIlllllI;IiltIIll!lIIIIIIII1 Ai • 9 10 11 MAD"' NP/4814Y 12 0 HITHS INCH 1 2 3 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. • 7. „. ./•'•••• 06 -.5c. Z.Z 9? ZZ 0? 61 St 1,1 91 91 471 el Zi. LL 01, 6 „ . .„,..• , , ,„.,. 9 17 C P40.1 1,1111611111 PR:s 140. !-00$1011k • 4' FCC - t r. 11112." 0.1 (o" 2Ye" Arr, rei,47A et2.- 1, IJ 2a" co velVre •4'{ I 1 IG Acr 5 „ NIT R r" 4", lyre 4'' FCO 4" 4' ca rLll 5 Ari-c -1 (r," 14- -1'/4 V 4' •4' 41 4" F:O WASTE & VENT RISER DIAGRAM SCAL.. NO'1G PS-1 P -2$3 .0 -1 (" waTE.: L! SR $LAW �Ai3Cb FLooQ 11 /q" PPE.R 12A1N 1 "AIR FLOOR "- dilA.INIAN - ---6 .P. ; - ..1 , 4 17Fec A -• 4 . - 4 t PLO OR ORA►N FLOOR DRAIN- DE AI scALE: "4oNE CrO® 5 "v IZ • BOOS PLAN.. SCA',..E :: 1 /ice`4 i'-•O" 1,I 1%" 'JC tlµ1T L 21/2" TO P IZV STATION 21_oI� G ,IW '207 co 114 Copp rRaA,,II•,; LIME ihISUL.ATE.1.11TH I 1(P. 1.c.s._ iSi' 4 VTR \\Lii ." TO Vii' HOT & COLD WATER RISER DI ,. .- BPS 2. GNArvit 1" 1.44 tai h {. P -243 11 /"TOWN -3 PETAI L. 4" UP 1'0 I%-5 4" up -ro avERPLO) OPAJh 4� UP To 0-5 -4" Up -ro ovE.RFLow °I AIN ►1� RFL Ot4 DRAIN 3," up To G•5 T:c.k :ROOM �2 ICY i ?GI-{ 21 65/ v. Up C'SO Oki. tie bN 3 "UP TO asr5PFl.j1.4 , Of?AIN 3''Up To 0 -5 so CO 4[ JAS 014 Y oo LP 5"YTIz 'Jo.D 1fN. 1. :2IL ���I • �_ ^ 11x1"' "'r - ' 0- t " ( LZ� pw! t�QQ P —. vIt . :cF Qy,al•01 L inn FLR I • 1- PLUt. NNCa "nits 3 .1Q 't.17 1 4" FCa f. 45±ooM andirmedwaremar J I znyw r UN .3 Q 1989 • I • Nrl • arty. 1,. • ..,..:•..�, ..�r_.: a:.': •,fi. f.:r1 ... -. ^tZr.... ,..- �"41Y'?;'!,,:'.`�'J1i3,. -: .vr.'. .. _. . �,. � 3�.^ !'. �',, �."�.��ii:!�.i1�r'^�� >.,,K r. : ills( IIIIIiI( I1+ 1111I111I111I111I1111111II14j .1.111111111I11111II' 11111111111( IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (111I111(IIIIIIIIIIII IIIIIIIIIIIlIIIIIIIIIIII I I ,IIIIIIIIIIIIIIIIII II11` 111l. 0 le ?HS INCH 2 3 4 5 6 7 8 9 10 11 KADRIoCI , 12 NOTE: If the microfilmed document is less clear than this 1 notice, it is due to the quality of the original document. oe sz se tz 9z se tia CZ zz Iz Oz 61 91 GI 91 91 e1 z1 a OI, 6 e c 9 s t, CZ L wW ' I � 'I I I ' 1 �lill ,IIJ1IInI1IIlI1,,l�1 itlllll�iilli111 le, ii1111111111 11111I1111111111�111 h11 I I I I 1 i!' 1J 1 l 1 ( 0 �lilllll,f illilllil Iill11111i 1111,f I111�1l11 1l1111�11�1��' 'I�' ; �'I ,' � � ' I, ..I 'L II ! Jli,lillJII,IIIlll111l. 1111 I lillllllll.I,1f11�iiclicl,lllll 1 I I 'i � , � I � I� fiy I I I I I I I I I 11 I (11111.11, VII ... ... r •, c ,. ,..... _.. 1. r �. .,r.. � ` -s., tf -ice 'is -. ,' .. . _, ,.;.. ..' ..• t,.d �. .,., �� .. .. ,.... ,.; •, ,, -.. -:" � 1 11! -:.. .,:, � .. . :, ...� ..' -,., _ /... "., q,. ,. ..t .... t .. f . •..T� r i� r�^r ¢�y!�".l� V?t'.�y ;�1+`':'S. � r' 4 1 t.;•,. .•t,•� �. 111 . .': .'....: f ... , . .,. A.,i, �.t .0.. l ,,. .1. .�y. ..... el- n. ..l .. ✓i. �-f "-r .... ..�- ?J^'„aT' �v��f.. , .4 �).. �Y���.'rM� "X .T + ICI i I I III 1... ®i- #TXNG: INTERIOR LIGHTING. POWER BUDGET (MCB Sec. ALLOWABLE WATTS/SOFT F'1XiuRE SHALL RETURN AIR THROUGH 2 SIDES DIRECT INTO CEILING SPACE. FIXTURE SHALL L S> EQUIPED WITH ENERGY SAVING LAMPS AND BALLAST AT 277 VOLTS, R FI)IT1J E TO HAVE 3F35 ' ENERGY SAVI>yG LAMPS, THE 2 OUTBOARD LAMPS SHALL BE ,CONNECTED TO A 2 LAMP BALLAST AND THE CENTER LAMP SHALL BE CONNECTED TO A LAMP BALLAST. COMPONENT FIXTURE SHALL` HAVE'A 6" METAL END'PIL.ER ON EACH END OF THE FIXT' FXLLRS,SHAL. BE -WHITE IN COLOR AND REMOVABLE IN THE FIELD; TOTAL FIXTURE LENGTH INCLUDES THE 6 ",END FZL.LERS ON EACH END OF THE FIXTURE IS `27" X E' '. FILLER SHALL" BE PERFORATED METAL REGRESS CO TINOU S BLACK REVEAL. ALUMINUM FRAME WIT H HIGH TEMPER,., AT. U RE A . BAKED WHITE ENAMEL FINISH. PROVIDE KSH= 19/5/32 " / LENS. PROVIDE RMER fi , ,,, G 0 G 13CY BATTERY. UNIT i>�! FIXTURE. �o�iJr: M�OE,L •✓o •5 at1p3Y $A T6iZ plo.444 WHE E LING PANELS i R..., CEI t G ,1NF1,� AJOIN WALLS,: END" FILLER.. SHALL BE FIELD MEASURED BV ELECTRICAL CONTRACTOR AND CUT BY MANUFACTURER. Z5. -0" ;r, c' - Ji) NOS} TAPERED ALUMINUM POLE wITH ti yen; . :42 ;.ANODIZED FINISH TO MATCH LIGHT FIXTURE... POLE SHALL BE COMPLETE W±TH BOLT COVER, ANCHOR BOLTS MOUNTING PLATE AND HANDHOLE. POLE SHALL WITHSTAND 1001iPH WINDS. MOUNT ON C0 .CRETE BASF `NEAR GROUND. COLOR OF HOUSING TO BE , Fir; ': N t11� tt 1LI LPL,(/!'-- ��11o9 Z.F.D F „�i Oil Parabolic lens is to be acrylic with a s ecular silver ilver finish 'protected ,l Parab by clear acrylic coat; unit shall be 'complete with white frame assembly to fit in fixture .door frame; cell size: 3/4" x 3/4" x 3/2" thick. Lens Is to be protected during sht in and on site installation b a plastic P P � pR � ,.. • �, by P Wrap. Remove plastic wrap. just prior to final inspection. Manufacturers: No substituttas Alp: Para 1ite 4 with avoida -notch frame, _ Model PL4- 24SP- SA -AMN. American Louver: Paraclbe IV with paratrim frame and Permabrite finith. L-1 LPI JAV 2048019R340EF6 COLUMBIA 5PA40 -64- 043 -e0 -a L-e L -,1 L -4 L-5 L-S SAME AS L-1 EXCEPT WITH EMERGENCY BATTERY PACK LPI JV204B119R340EF6 3F33I& W LAY IN COLIiMa 1 Iw S SAME AB L -3 EXCEPT WtTH Ei ERGC! OY BATTERY` PACK RR2,' 157 1.7 371 667 ` ALLOWABLE WA T TS/ 9 F T TOTAL AL 37,667 .r•ueNroaewipe emammtrrrneu wmrarmmosimnimmommommweirm moss meaftrneummimemlimamomasari memmeaft momm ACTUAL. INTER;t7R LIGHTING POWER BUDGET LPI 2003 l3 ilk/3P eF35 A � SURFACE t b COLUMBIA F I -UC- 040 -M -1 i CROUSE HINDS CTL5OLLPA- LP82771 -SOMAS FLOOR BTONCO MLABONLXL -877 , . t= c. L-7 LPI 8010-U8-'15'7.7V 4F35HW ;.( ci 000 COLUMBIA F I -UC -240= 91t, -M 17 2 7 7 v 1. 1ST FLOOR OFFICES e. 8ND FLOOR FF I 6 C q E 3. INSPECTION AREA 4. ' MECH. i ELEC. ROOMS 5. LUNCH ROOM 6. STAIRS.? ;: 7. ATOR. • JAN,`TOILETa, CORR. ,a..•wwr.. i,...rrrww�l,R q.-.a FIXT. `' WATT. X NQ: PIXY. 'FLOOR AREA 106 N 69 106 K 174 „144 x 4 144 x 3 '+ 7g, )! 2 108')( b0 106 t: 10 i dli x 89 + 72 N 03 ACTUAL t D�S>610N) INTERIOR TOOTAL 35 640 f�tlllrMaAgbigiYagAMMMMIM10rpiqqOqiiqlraalUNlmrM1�a11�Oq�af / la< 11Q�JNII a�# tiM7rN�alra�NffilalgmgaYlD�lpgfOgMqwM�qaY4erw SAME AB L-7 EXCEPT WITH EMERGENCY BATTERY PACK 00 ® WITH W!RE DUARD wrrw.. 4.-- w -r.L -w v. U,.-.•.w --r y..- s. --+.wF COMPONENT LIGHTING POWER BUDGET (MCB Sec. 424C) GROSS BLDti.f PERIMETER GROSS PARKING AREA xxxxxx 0.0s 4, 080 8,103 'ALLOWABLE EXTERIOR TOTAL 18,1113 mommummummsommusiamaimma msam aaaaieommarr�ameaowallmu mumiliaaqaar,ataaeamanaeio mismirmismrriwmanma mme I NC:G Nt)L iLi N T Obi H. J ..L`. FLUORESCENT LIGHT FIXTURE FLIJOLIRt5CENT NIGHT /EMERGENCY LIGHT ` WITH EATT RY PACK EXIT LIGHT FIXTURE WITH BATTERY PACK SINGLE POLE SWITCH THREE WAY EE WA SwI7CH • R t1 SE -L 3 owi~n - STOP PUSH s BUTTON DUPLEX CONVENIENCE OUTLET V RANGE OUTLET ® TELEPHONE CUTLET, 3/4 CONDUIT MIN. TO CEILING SPACE JUNCTION BOX DISCONNECT C� SWITCH mANUA4 MOTOR STARTER OR. . . MAr E T, 1C MOTOR STARTER WITH I i NTEGRAL D I SCOnvECT 5W I 'CH MOTOR OUTLET c , x TIRE 1 -100W A -19 CEXLINS FIXTURE SHALL BE COMPLETE W /05' OF 3 CONDUCTOR *16 SJo CORD W /HAND LAMP & 8W ACTUAL EXTERIOR LIGHT*3 POWER 8UDi3ET COMPONENT FIXTURE WATT X NO. FIXTURES L-10 MARCO WD505S77 /41. LIGHTOLIER 33481 -A0 PRE®COLITE 1286 616- 70HP8658 1 -70HP6 REMISED • BLD®. PERIMETER LIGHT$ 'PARKIN ©AREA LIGHTS.. • L--13 K -E i- 4OOHP9 POLE oFFIC.6 gUt .9 �I G L -14 APPLETON. VGAT1650O HTONCO VCXL11GC 1-100A19 WALL ()NATURAL ALUMINUM COLOR ACTUAL `tDEGIGN) EXTERIOR TOTAL 4,594 mu mwmmummommwmangmemmanwarmonume monm smmegwmamlatutr mammummommanemiu wemmwommaaa ~momma L -13 'COLUMB•IA F4063 -'e4 -41 L I I3HTOL X E R CD4 -7141 1 F35 IW L -16` HOIOPHANE WLeKO70HP- 879ZF1 t -7OHPS WALL t3. E. W 17L-67 -71-54 H3DH L-17 H I TEI( 1886 :,- 708 DCN -277 N3 FNII'-7OHPB -D LIQHTOLIER DFR7613 -6" ONLY, POLE PR OV I DE CONCRETE BABE A • MOUNT' G ACCEBB, A8. RE0' D NATURAL ALUMINUM COLOR. L - 1 9 l a • IJ . CY .k . T -G) J r, r2 7;T 1 FLUSH MOUNTED CEILING VnEAKER BY OTHER WALL_ MOUNTED SPEAKER. ROUGH IN WITH 1/2" 'CONDUIT TO CEILING A I L Q f�N[) HL C: COVER BY OTHER VOLUME CONTROL. ROUGH -IN WITH 1/2" CONDUIT TO CEILING MICROPHONE „ . OUTLET, ROUGH IN WITH 2/2" CONDUIT TO CEILING AND BLACK COVER AUTOMATIC` FIRE ALARM 5MCW,E DETECTOR DUCT TYPE AUTOMATIC FIRE ALARM SMOKE DETECTOR AUTOMATIC FIRE i Li4RM 'HEAT DETECTOR FIRE ALARM BtEN.GLASS STATION WALL `MOUNTED FIRE ALARM HORN) AND `FLASHING LIGHT CEILING MOUNTED FIRE ALARM HORN AND FLASHING LIGHT SPRINKLER SYSTEM FLOW `SWITCH r Er.ri OF LINE RESISTOR CONDUIT "COvCFAL,ETt IN WaL!_ OR HB 3VE CEILING. 1 /2 "C MIN. ONDU InT HOME RUN SLASHEiD '1 ND i CATED N'.!M,i{i' R Ow W I Rr"C'. `MECHAN I CAL UN 1T O R BRANCIH PANEL (1 a3 :J rirr ivi rrl~_ 2 r L; A a: [.Vf i ► -1 rf0Lr, r1t..G HF 3 (HT TO CENTER OF DEVICE `W'- 1FfaT'HES PROOF, !.c N D:STRIEOTIQiv .`PANE` LT 1G PIJA r • • wJ11,..E 4• w �i r i:; • ��•., .�Ifr•�; �ti1 ;J'4,' 5(i/'/3. f b )P /3 p 84A / "P 30 1".' 'I, 41:'7, 4' ' 4r 3 3 : 1 1 j i ***** LOAD CALCULATION ***** 480/277 V (KV€) 208/120'V (KVA) LIGHTING 52.32 0.20 R ° ECEPTACLES 19.00 83. 17 AS EBOARIJ %LSNI7 HEATER 17.49 0.00 'AIR CONDITIONING 133.86 32.40 WATER HEATERS 4.50 O. 00 MOTORS 28.30 8.72 255.47 124.49 TO i�bL CCNNECIEn `LOADS = 457 AMPERES AT 4A C VOLT. MIN SERVICE SIZE o 600 AMPERES IoO'r :,t r '' ,�� 4. I Rob. 6U Lik 1 Ob i/277•J t; ✓ W f i,�w� J3� tAN,. 'nxp: . 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