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Permit B93-0258 - SEGALE RETAIL CENTER - GROUND FLOOR SHELL
" � ?; ��� 5e6k1/6. Ciodi-E-12\ 6r0 d floor Shell al ly el196 oa5t6 T•' CERTIFICATE OF OCCUPANCY CITY OF TUKWILA •6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON. Y l t'i� i ti ' THIS CERTIFICATE IS 911,eD P,U,,2SrUAN,�T`'T,O THEE. }<REOu,II. EMEplT'S ,,OF SE TION 307 OF THE UNIFORM BUILDING GS �it=- CE. TI�h�Y }7NG THAT AT THE -� IME" 0 ISS�UAHC't `�T41IS STRUCTURE • WAS IN ,COMPLIANCEi� 1'THa THE VARIOUS ORYI�VAN�GES� F THE CITY REG' L2TING BUILDING CONSTRUCTION OR/'US'E ANDS'khAL'LL APPLICABbgPCITY FIRE '`CO,DES. » OR TH4i OLLOWING: •r. r •'�' ,,., ! . . `., tl C.. x"+,: li, { ` ati �,, ytfi)� W Y 5 .f�a f v {5st , •,i .�` :a'r' �'' A Ew�FET If, 6rr,.i �b •,t . Te,n •,4 G L A L��GENTER '•' Perri ty' No.:IB93�.0258 Building Ad(��ss° t� 00 ANDOVE yK W `'` Sui N ':,; �a' .Pa v;e1' 2s 62304- 9119°°n net" rSEGALE M�:.,•'TNC STORE ,,• 77..,,1 B-2/' C:. u p an c.,: Gro ,4 0tia,s 9;;'', rh„ Occupant Load :4 1 Type of ,Con. &t >.: c. 4s "0 n.4., r � City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director December 19, 1994 La Pianta Limited Partnership Safeco Insurance Company of America Safeco Plaza Seattle, WA 98185 RE: Bond No. 5794244 Dear Mr. Segale, This letter is to confirm that all work identified in Developer's Project Warranty Request for B93 -0258 (7/19/94) has been satisfactorily completed and that the City of Tukwila herewith . releases you from those obligations. Please contact Vernon Umetsu at 431 -3684, if.we can be of further help. Sin ick Beeler, Director. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 =3670 • Fax (206) 431.3665 ' JUL 18 ' 94 9 1 : 16P19 TUKWILA DCD /PW City orukwila P.2 DEVELOPER'S PFIbJECT WARRANTY REQUEST FORM g •iTrriVirrkwffiessrirT, 11ypp�� QxA 5 a r r•.>f `. T Nifigtria ; �r �^'' ^•1'.(14`.!` f w �g'�' +A% �, G'�j �+� � arc' i� p h4S �', . ` p �, ':!j, �t., hh�aJ.�ttiy!w,t *C ..f�• •. �.r.""!',1j±�.r Q� q q,'r.� ,: .:(1 •R�.il� �: r ... . 0'i: sif .. mkt{f+.fl�i ilit....IlinttMIN. . ErM.V.I l:t .tf: i W1 T C� /4. .4'P ; f Av' k 1151 M':.' �F�Y� f7� +]�l ��l�!I `►r E_n,,i)(..› L 1 C\ e 1� t-e. [ DATE: 7- / c,- 9 DEVELOPMENT ADDRESS: 30C> yy� ,42 9C0_(. PERMTrNO.: (, '3 - ...,7a-__ CASH ASSIGNMENT NAME: TEL. NO. ;-` 7 ---- ZU0 C) SHALL BE REFUNDED ADDRESS: BY MAILING TO: (please print) CITY/STATE/ZIP • . T -1. ' 'C -. s er, • 1 .. • (•1y -1 ., C : :► :r.•. 11 at.' ►i. 1 ■r - . • -... •. �e cAv, 11Pi c -' _1 _2 1_3 . t-,r.r-t ed LL : `(•- r_c l ,-) c / �k eel -7- / cj - -4- /. 1'Ic It-, � `-c \, . ci c, a-,17) e. f-ec/ _4 74 ..J Vi L,' et-c.c.-, e-15014- 9ii.:7 r-l�.r T y- 7'w 1- ° �c7 $ O 'c2 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ _ /C j _Qp ($150% of value to complete work described above) and attach supporting , doe, entation for of work I will have this work carried out and call for a final inspection by this date: ( 8 / �/ 9' ), or risk having the City use these funds to carry out the work with their own contractor or in-house manpower. If l tall to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work Ilst ve prior to requesting inspection and release of these funds, SIGNED :f1v -- / TITLE: 1��1--e- -_I,, c..(e —, -1 lei f l' ' ti .1.1.0«414. ., ;o ! r. r. . X, THIS FUND IS AUTHO -. .7,' 0 BE ACCEPTED. SIGNED: DEPARTME EAD: ,�/!P% AMOUNT: ' ‘,,i t Ke v • n!' A T y- 7'w 1- ° �c7 $ O 'c2 ♦ 1111[61E3M17.1,k • SH EQUIVALENT DEPOSITED THIS DATE: lei CITY RECEIPT NO, RECEIVED BY: . �... •..v r� r • : i:•:i ;:j ^:i ' ' �Hv1'� y�.17.••R :1.1. Y.r.vL �• v h 1' 72 HOUR NOTIFICATION INSPECTION AND RELEASE DEVELOPER'S REPRESENTATIVE: FOR OF FUNDS All work Identified In Section 1 of this form has now boon completed and returned to department which authorized warranty. l hereby request inspection and release of my cash/cash equivalent. DATE: i >el ii' ;15144 ' r . u'.;l•;�ti'i I have reviewed the above work and found it acceptable and therefore ve cash . signment, CHECKED BY: authorize the role _ - • AUTHORIZED = yfjii DEPARTMENT: CASH EQUIVALENT - LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DOD RELEASED THIS DATE: /2 -- RELEASED BY: , FINANCE DEPT, Upqn completion of entire Corm, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCA 04112190 wVI w 111 W W VI VI VI xzx '1 0 OD 0 0 • (3%3 SAFECO 4 FECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 KNOW ALL BY THESE PRESENTS, That we, Washington Limited Partnership as Principal, and the SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized under the laws of the State of Washington, and authorized to transact the business of surety in the State of WASHINGTON as Surety, are held and firmly bound unto THE CITY OF TUKWILA � -^ in the just and full sum I of e' - 1 W, ]0�- �113'Ys" Yfi ►-r�c� 17„(x) ey0 r, Dollars (SS /63 O 2, 00 ), ..for which sum, well and truly to be paid, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Sealed with our seals, and dated this 15TH day of JULY , 1994 THE CONDITION OF THIS OBLIGATION IS SUCH, That, WHEREAS, if La Pianta Limited Part- nership shall install the corner plaza, AC paving, extruded curbs, plants, and mulch as noted on L1, L2, L3 with red pen and dated/4/19/94. Bond No 5794244 LA PIANTA LIMITED PARTNERSHIP a WYMARAMEN1RXXIXOXXIMC then this obligation to be void; otherwise, to remain in full force and effect. • •s • • - a Washington Limited Partnership by Metro Land Development, Inc (Seal) a Washington Corpor tion Principal General Partner BY . ,��'.. �� -�"'° (Seal) Principal (Seal) Principal SAFECO INSURANCE COMPANY OF AMERICA B Jo " A. McDonald - Attorneyin•Fact 5.1227 R2 11 /04 PRINTED IN U.S.A. KNOW ALL BY THESE PRESENTS: POWER OF ATTORNEY SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 95105 No. 337 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint NNNN NNNNNNNNNNN JOHN A. McDONALD; SANDRA W. McDONALD, Seattle, Washington Rs true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 4th day of January , 19 93 . I;A 4'!i-71`.;' J SCE :HCI AHY DAND incI.E AN, !'f 2E 5IDc Ni CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President. any Vice President. the Secretary. and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations. shall each have authority to appoint individuals as attorneys - in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character Issued by the company in the course of its business .. , On any Instrument making or evidencing such appointment. the signatures may be affixed by facsimile. On any Instrument conferring such authority or on any bond or undertaking of the company. the seal, or a facsimile thereof, may be impressed or affixed or In any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such Instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out. (I) The provisions of Article V. Section 13 of the By-Laws, and (11) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof" I, R. A. Pierson. Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto. are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 15TH day of JULY , 19 94 S- 974/EP 1/93 r; A PIERSON, SFCnE:,rAr1v 0 Registered trademark of SAFECO Corporation. City o Tu k wik - r,, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0258 Type: B -BUILD Category: NCOM Address: 300 ANDOVER PK W Location: Parcel #: 262304 -9119 Zoning: Type Const: II -N Gas/Elec: Wetlands: Water: N/A Contractor License No.: SEGALMA372NO TENANT OWNER CONTRACTOR CONTACT SEGALE RETAIL CENTER TUKWILA, WA 98188.... SEGALE M A INC., PO BOX 8805,0,` ` "TUKWILA WA M.A. SEGALE,; I'NC.,. P-0. BOX '88050, ; TUKWI LA , DANA WARREN P.O._BOX 88050 TUKWILA, .WA' 98138 Status: ISSUED Issued: 10/08/1993, Expires: 04/06/1994 Type of Occupancy: STORE Slopes: N Sewer: N/A .98188;:. WA,,98`138 One: 206 575 -3200 206 575 -3200 l * * *•k ** * * * * * ** *.* ** *` * **** rl * *.'k *el * *•k* * * *k* fir * * * * * * ** * *, *• * * * *k i'* * * * *k * * *'k ** Permit Desc:ri,pti on. GROUIyD, °FLOOR SHELL ONLY FOR NEW RETAIL CENTER. SETBACKS`;,.. 4; + Units: 01;I/ Building* :+ 00A, Fire ProtEection: SPRINKLERED UBC Edition 1991 *******. t*** •k * * * * * * * * *, * ** * * *••k *. * *k.* Front: 0 Back: Left. Permit Center ~Auithor i zed Si'gn`ature Valuation: 3, 931:', 030k02 °yTotal Permit Fee: .15, 52028 * * * *, ryk**` kik * * * * * * * * * ** *' * * ** * *` *f* * * *** I hereby '-;c+ert .fy that I have read and. examined th.i..s ,permit arid, knoW the same to b.e true arid correct. All prow- sions lof law4 an:d' or di':n.anc,e`s � governing �,th�is'work wi`'i;l be compliedrwith, whet;her 'spe`cified herein or not. The granting} of this permit does not presume to g ive aut,tiority to violate or cancel the*ovisions of•"any other state or;;l'ocal laW;s regulating construction or =,,the pe'r.formance` -o,f „!work. ' I + -an authorized to''sign for and obtain this bui'ldi'ng pej'mit. ' Signature:"// ll Print Name:_PEI4, This permit shall become null and "'vo`id'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. CITY OF TUKWIL; Department of Co ,, nunity Development — Permit Cent' 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME CONTACTED .�` •. It` C_Z1 !l , . B`: (init.) SITE ADDRESS ■ 2nd NOTIFICATION SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEpARTMEI~ 7'E pil Ov UIREMENTSi BUILDING - initial review "7-13-13 FIRE fkh?ING toe ti°r.Pr ROUT imp CONSULTANT: Date Sent - '1 —) L1 Date Approved - —CO INIT: -r - i FIRE PROTECTION: FIRE DEPT. LETTER DATED: Sprinklers Detectors N/A INSPECTOR: INIT: PUBLIC WORKS O OTHER BUILDING - final review 14 BUILDING OFFICIAL /0/.7fr o INIT: INIT: ZONING: GM BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: 1.c13~ 7 MINIMUM SETBACKS: N- S- F- UTILITY PERMITS REQUIRED? ( s ( -No PUBLIC WORKS LETTER DATED: 61 -10 - 3 Yes 9' N 3 INIT. INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? Yes O No UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: CONTACTED I ,� /- U� 10-- MM _ \ 1 (��, `�.% o6a, ` • , . B`: (init.) %lb Imo, — l Will/ DATE NOTIFIED 2nd NOTIFICATION BY: (snit.) 3RD NOTIFICATION BY: (init.) 01 MB/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDINC PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION BUILDING PERMIT FEE FEE BUILDING SURCHARGE OTHER: TOTAL AMOUNT: RCPT # SITE ADDRESS SUITE # --,-gam rd VALUE OF CONSTRUCTION - $ $35.02 x 112,251 SF = $3,931,030 PROJECT NAME/TENANT Sc �_:: P•.otz7.1 Center `�` ASSESSOR ACCOUNT # Parcel 1 - 262304 -9001 _Parcel 2 - 262104-9119 (commercial) Li Demolition (building) 0 Other: TYPE OF a New Building 0 Addition (Tenant Improvement WORK: C) Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: Ground floor shell only of new Shopping Center . BUILDING USE (office, warehouse, etc.) Commercial Retail NATURE OF BUSINESS: Retail WILL THERE BE A CHANGE IN USE? 0 No N Yes If Yes, new building requirements may need to be met. Please explain: From vacant land to retail SQUARE FOOTAGE - Building: 112,251 SF Tenant Space: NA Area of Construction: 112,251 SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? IJ No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER s K.XE MX.eMlt M.A. Segale, Inc. PHONE 575 -3200 ADDRESS P.O. Box 88050, Tukwila, WA ZIP 98138 CONTRACTOR M.A. Segale, Inc. PHONE 575 -3200 ADDRESS P.O. Box 88050, Tukwila, WA ZIP 98138 WA. ST. CONTRACTOR'S LICENSE # SEGALMA- 3 7 2 -NO EXP. DATE 10/1/93 ARCHITECT Lance Mueller & Associates PHONE 325 -2553 ADDRESS 130 Lakeside, Seattle, WA ZIP 98122 I:HEREBY:;CERTIFY: THAT.I: HAVEREAD>AND;.EXAMINED THIS APPLICATION AN.D;KNQW TI BE.:TRUE AND; >CORRECT .AND'1 AM'AUTHORIZED TO.'APPLY:`FOR:THIS;P.EE MIT SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME a4ligivez Dana Warren DATE ;SA. ME 7/13/93 PHONE 575 -3200 ADDRESS P.O. Box 88050 CONTACT PERSON Dana Warren CITY /ZIP Tukwila 98138 PHONE 575 -3200 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 431 -3670 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 is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from 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 by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. 1f you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES --)' l 3 - -5 1 " 13 qL COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS SLt 3MiTTAL CHECKIJST X Completed building permit application (one for each structure):;: 5-1, Assessor Account Number Two sots (2) of the following::. Specifications On drawings Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer [TI( Topographical survey (E Energy calculations stamped by a Washington State licensed engineer or architect [-TIC Legal description On . drawing. 6 . 1-44-J architect, drawings; stamped by a Washington State licensed architect, which include. • Site plan • Architectural drawings • Structural drawings : • Mechanical drawings By ;.separate .perm Elevations : • • Civil drawings • Landscape plan Cornpletod utility permit application (one for entire project) Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE ; Li Completed building permit application t COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one. for 13actf structure or tenant) Assessor Account Number Two (2) sots of constructionplens, which include; Site plan° • Location:of tenant space : • Existing and :proposed parking • Landscape plan (if applicable, i e,,,change of use building plan • Tenant location • Use of adjacent (common wall) tenant Overall dimensions ofbuilding,or square:footage <: Floor.plan of proposed tenant space Tenant space plan with use of each:room labelled :: Exit doors; egress patterns.: • Now walis;existing wall; and walls to be demolished. Construction details Cross sections showing wall construction and method of: attachment for floor and ceiling "` Assessor Account Number Two (2) sets of plans, which. include; . Building floor, plan showing:: • • Entiro space where racks will be located.;; • Exit doors ::;': • Dimensions of all aisles space floor plan showing rack storage layout, aisles and NOTE: include dimensions of racks (height, width and length); aisles and oxit ways on plan. ri• Structural calculations stamped by a Washington State licensed , engineer (rack. storage 8'. and over).:;. Structural calculations stamped by a Washington .State licensed engineer may be required if structural work is to be done (2i sets NOTE 11 any utility work 1s to be done, submit separate utility permit application and plans. • REROOF Completed building permit application (one for each structure) Assessor. Account Number Narrative describing existing roof, material being material being installed. ' • removed,; and NOTE: A certification letter is required prior to final Inspection and sign - off of the permit . ANTENNA/SATELLITE DISHES LL Completed building permit application Assessor. Account Number Two (2) sets of plans, which include n Site Plan (showing building and location of antenna/sateilite dish Details antenna/sateilite dish and :method'of attachment Structural calculations stamped by a Washington State license engineer maybe required RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS :. Completed building permit application (one for each structure) Legal description: I1 RESIDENTIAL REMODELS;; Completed building permit application (one for each structure Assessor Account Number :• Assessor Account Number • Two (2) sets of working drawings; which:include •: Site plan., :Foundation plan:' Floor plan •; Roof plan . •. :Budding elevations (all views) • Building:cross- sectlorr ';Structural framing`pians NOTE If any utrbty work Is to be done provrde'utility permit application and plans must • be: submitted. El Two sets (2) of :working drawings, :Which 'include:. Washington Siatenergy..9ode,date.:: REROOFS'` Completed utility ; ermitapplication: Six (6) sets of site plans showing utilities NOTE: Building Site plan: and utility site plan maybe combined. Seo utility permit application and checklist forspecific submittal requirements.' Additional topographical and soils information may be required if unique silo conditions. Completed building permit application Assessor Account Number Narrative describing •existing root, material being removed, and • • material being Installed.: NOTE A certification letter 1s required prior 10 final inspection and sign off of the ( I City of Tukwila Department of Public Works John W. Rants, Mayor MEMORANDUM NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: SEPTEMBER 10, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY/REQUIREMENTS Segale Retail Center 300 Andover Park West Project No. PRE92 -027 Activity Nos. PW93- 0183 -0199 Contact Person: Dana Warren Telephone No.: (206) 676 -3200 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 10, 1993: Permit fee Channelization/Striping/Signing $ 25.00 Curb Cut /Access /Sidewalk $ 25.00 Fire Loop/Hydrant $ 25.00 Landscape Irrigation $ 25.00 Ot Sanitary Side Sewer $ 550.63 Sewer Main Extension (Private) $ 25.00 Sewer Main Extension (Public) $ 25.00 Storm Drainage $ 25.00 Water Main Extension (Private) $ 25.00 Water Main Extension (Public) $ 25.00 * Water Meter/Exempt (Water Only, 2 ") $1,450.00 .* Water Meter/Permanent (5 ea. @ 1 -1/2 ") $3,126.00 'A Water Meter/Temporary (2 -1/2 ") $ 100.00, (Deposit) TOTAL $5,450.63 Two copies of the confirmed Utility Permit Application Form and approved plans are attached for inclusion in the permit files. JP /cd Attachments a/s cf: METRO Finance Department (w /copy of application) City Utilities Inspector (w /copy of plan/application) Development file (w /copy of plan/application) cd.d25.aegale2.upa 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: (206) 433-0179 • Fax (206) 431-3665 City of Tub- ila Wtin - Engineering Division , �%� '. Blvd., Suite #100, Tukwila, WA 98188 ,, on k.1./ Phone: (206) 433 -0179 JUL 1 4 1993 UTILITY PERMIT APPLICATION TUKWILA PROJECT ' < °: ite Ad ress: 340 Ai✓e .p1/47P /14.ex 11/.6:3-7 INFORMATION ? Name of Project: Segale Retail Center Property Owner: Street Address: Engineer: .:.e�..� : .a - ii.:.'.1 .:►.4q/.• P.O. Box 88050 David Millard:, P.E. hone No.: 575 -3200 Cit /State/Zi•: Tukwila, WA 98136 Phone No.: 575 -3280 Street Address: Contractor: Street Address: P.O. Box 88050 M.A. Segale, Inc. P.O. Box 88050 King Cty Assessor Acct #: * Cit /State/Zi•: Tukwila, WA 9813 Phone No.: 575 -3200 City /State/Zip: Tukwila, WA 9813 Contractor's License #:S EGALNIA- 372-NO Exp. Date: 10 /1 /93 RECUESTED: PTV V 9 y4/83 they RAY 97 ^019y WATER ::METE DEPOSIT/ REFUND /BILLI ..MONTHi. SERVICE;::::: BILLINGS TO: ® Water ® Channelization /Striping /Signing Curb Cut/Access/Sidewalk Fire Loop /Hydr. (main to vault) - No.: 7 Sizes: ❑ Flood Zone Control ❑ Hauling jit t� Land Altering 3.d.,,OADcubic yards(Pli ..9 -O /�� Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times' Date: l Sanitary Side Sewer - No.: / Name: Segale Business Park Si Sewer Main Extension El Private ® Public Da Storm Drainage ❑ Street Use GI Water Main Extension J Private ® Public IX Water Meter/ Exempt:-No.: 1_ Sizes•_2.. _ Deduct d Water OnlyX L1 Water Meter / Permanent - No • 5 Sizes• ; „ [� Water Meter/ Temporary: - No.: L_ Sizes: �•r Estimated quantity: 20,000 gallons Schedule: 8/93 - 10/93 ❑ Other: Existing hydrant w /flow Phone No.: 575 -3200 e Street Address: P.O. Box 88050 Name: Segale Business Park Street Address: P. O. Box 88050 El Sewer © Metro ® Standby City /State/Zip: Tukwila, WA 98136 Phone No.: 575 -3200 City /State/Zip: Tukwi 1 a , WA 9 813 6 :DESCRIPTION'OF:. PROJECT ❑ Multiple - Family Dwelling No, of Units: ❑ Single - Family Residential ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: ❑ Triplex ❑ Condominiums • Commercial/Industrial ❑ Motel ❑ Office ® Retail ❑ Warehouse ❑ Church ❑ School /College /University ❑ Manufacturing ❑ Hospital ❑ Other: n New Building Square Footage: 112,251 MISCELLANEOUS` ❑ Remodel/ Square footage of original building space: INFORMATION:`': Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ Vacant Valuation of work to be done: , • ' 1 HEREBY >CERTIFY ;THAT :I. HAVE :;R AD THIS APPLICATION; AND.::KNOWTNE SAWS TO<;BE TRUE; AND. CORRECT.: Applicant /Authorized( A.- 1.n. r-• oir, .i Print Name: Dana Warren ., • , Contact Person (print name): Dana Warren Address: P.O. Box 88050 Date: 4/13/93 Phone: 575 -3200 Tukwila, WA Phone: 575 -3200 Date Application Accepted: 2 q Date Application Expires: ._) - q i a * Parcel #1 - 262304 -9001 Parcel #2 - 262304 -9119 04/22/92 City of TulC'ila tem - Engineering Division Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 JUL 141993 UTILITY PERMIT APPLICATION TUKWiLA PROJECT PROjt 7777::IFETZTOP NF.P.91011901 Name of Project: 401 Strander Boulevard Segale Retail Center Property Owner: Street Address: 4 C..a.46,, , 44 .- Ile A. -.- .:d:4111, P.O. Box 88050 • Engineer: David Millard:, P .E . hone No.: 575 -3200 Cit /State /Z1 : Phone No.: Tukwila, WA 98138 575 -3280 Street Address: P.0 . Box 88050 Contractor: M.A. Segale, Inc. City /State/Zip: Phone No.: Tukwila, 575 -3200 WA 9813 Street Address: P.O. Box 88050 King Cty Assessor Acct #: * WATER': MET >'DEPOS.ITI<' . REFUND /BILLIN :.MONTHL;' SERVICE; ><: BILLINGS 'TO: ® Water City / State/Zip: Tukwila , WA 9 813 Contractor's License #:SEGALMA- 3 7 2 -NO Exp. Date: 10/1 /93 ® Channelization /Striping /Signing El Curb Cut/Access/Sidewalk 01 Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling I2i Land Altering 111,0n ncubic yards (ill .9- 2 /') ❑ Landscape Irrigation , ¢f'`PPB�B /,3 ❑ Moving an Oversized Load Est. start/end times: Date: L� Sanitary Side Sewer - No.: Name: Segale Business Park ** ❑ Sewer Main Extension ❑ Private ❑ Public (31 Storm Drainage ❑ Street Use DI Water Main Extension g7Private © Public D Water Meter / Exempt: - No.:1___ Sizes _2 _ Deduct ❑ Water Only ❑ C21 Water Meter / Permanent - No • 5 Sizes* 1 • Water Meter/Temporary:- No.: l Sizes* Estimated q 8%93 20,000 093 gallons Schedule: ❑ Other: Existing hydrant w /flow Street Address: P. 0. Box 88050 Name: Segale Business Park Street Address: P. 0. Box 88050 ® Sewer Phone No.: 575 -3200 City /State/Zip: Tukwila, WA 98138 Phone No.: 575 -3200 City /State /Zip: Tukwila , WA 98136 e er DESCRIP.TION'` Or. PROJECT`:: © Metro ® Standby ❑ Single- Family Residential ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition ❑ Multiple - Family Dwelling No. of Units: ❑ Hotel ❑ Motel ® Commercial/Industrial ❑ Office `MISCELLANEOUS " INFORMATION``; ® Retail New Building Square Footage. 112,251 ❑ Apartments ❑ Condominiums ❑ Other: ❑ Church ❑ Hospital ❑ School /College /University ❑ Other: Square footage of original building space: Square footage of additional building space: King County Assessors valuation of existing structures: $ Vacant Valuation of work to be done* $4_5.0-7440-,44-E l HEREBY.; CERTIFY;THAT I `HAVE `R AD. :THIS APPLICATION AND: KNOW. rE sAJ TI EA CORRECT ` Applicant/Authorized % A. - i. . r- • /1,...,1' J. ' ; Contact Person (print name): Dana Warren Print Name: Dana Warren ' Address: P .O. Box 88050 Date: 4/13/93 Phone: 575 -3200 Tukwila, WA Phone: 575 -3200 Date Application Accepted: 1 = i 2 q - Date Application Expires: j _ q L� * Parcel #1 - 262304 -9001 Parcel #2 - 262304 -9119 04/22/92 1 CITY OF TUKWILA Address: 300 ANDOVER PK W Permit No: B93 -0258 Tenant: SEGALE RETAIL CENTER Status: ISSUED Type: B -BUILD Applied: 07/13/1993 Parcel #: 262304 -9119 Issued: 10/08/1993 ****• k**• k***** k****• k*• k****• k***•* k•* *k *** * * **•k* ***** *k * *k***•kk k *****•** *k•k•**k•k•k* Permit Conditions: 1. 1. A NO- PROTEST WATER AGREEMENT',WIL,L. NEED;. TO BE SIGNED PRIOR TO FINAL INSPECTION': ;THIS "AGREEMENT WILL PROVIDE FOR THE FORMATION OF AN .:,L. I°. D . FQR THE FUTURE UPGRADE ..'OF THE DE- FICIENT WATER: LINE IN STRANDER BOULEVARD OR PROPORTIONATE FAIR SHARENDING° PARTICIPATION 2. THE SITE, ;~SHALL.; HAVE,,, PERMANENT„ EROSION C:ONTR'OL;,MEASURES IN PLACE AS ;.SOON AS;, POSE ISLE 'AFTER FINAL ;GRADING,. HAS BEEN COMPLETED AND PRIOR TO FINAL. INSPECTION. ti . 3. RECORDED COPIES OF ALL ACCESS AND UTILITY 'EASEMENTS SHALL BE ,FURNISHED TO ,THE CITY :.PRIOR TO' FINAL INSPECTION. 4. A ,DEVELOPER'S AGREEMENT': 'NEEDS TO BE SIGNED FOR MITIGA- TINE° WORK PREVIOUSLY AGREED UPON BUT NOT COMPLETED AT THE 2. TIME ()F FINAL INSPECTION. .. 3. No changes w.i 1 1 be made " °to, .the the plans. unless approved;. by the Arch 'tect -and the Tukwila .Bui lding:Divis:ion., All revisions to :approved plans,; - :shall be' :subm',itted, to.Tukwila Building° Division for approval 'prir ;to proceeding with the work. 4. P1u�jiibing•�permit =sha11 ...be ;through the Seattle King Codn.ty Department of Public-Health. Plumbing will be ins;pe`ctedby that =agency, 'inclu'ding all gas' piping (296; - •4722) . 5. E 1 ec,ti qa 1; perm t shall be obtained through the Washington Stai,aDi r..i "sion of Labor and Industries; and electrical wor100t11,, <b'e ,inspected by that agency' (248 - 6630) . 6. All me`chani:ca °l work shall be under separate pe'rmit through the Ciiij7- Q of Tukwila. 7. All pe'r`.mtts, inspection records,;, and approved' plans shall maintained,. avai::A1. �b.1e at, the job site prior to`''the,`.s;tart any constructio These'documents are to. be maintaine available "unt,jl final inspectionappro Val is granted. 8. When specia1'A'nspection is required either the owner,:.;'_. architect or "eng,ineer shal i notify- the „..Tukwila Bui ldi,rr'g Division of appointment of the-.inspection agenclesj prior to the first building- cinap ection �-'Copies of all ,special. inspection reports sha'1i lie submitted to:, thuilding Division in a timely manne. Re,port.s. shall contain address, project name, permit number and type of inspection being performed. 9. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspectors knowledge, in conformance with approved plans and specifications and the applicable work - manship provisions of the UBC. 10. All structural concrete shall be special inspected (Sec. 306 (a) 1, UBC). 11. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec. 306 (a) 5 UBC). 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection .+{.+171 _C t ,..b ,,,,:: • ..:-■ .......- Washington State Professional Engineer. Any exposed insullDns backing material shal ave a Flame Spread Rating of 2 or less, and material sha blear identi- fication showing the fire performance rating thereof. .-- ' 15-.,' A statement from the roofing contractor verifying fire ,., ,• retardant class vfo.roof will be required prior to final , ' inspection (see attached procedure). 16. There shall be no ,occupancy of the building(s) until the • . final inspection has been cohipleted by the Tukwila.Butlding Inspector. All tenant improvements shall be under separate' permit, and final inspection approval of same shall not be issued until this "Shell Permit" has received the final Inspection • approval by Tukwila_auJAAJps Division. 17.',All'rack storage requires,7-1.4fSOiiikel*t,„through the City . s'•of ,Tukwila. Structural;W'arificiri -SiiiPAgby., a Washington State.lic,ensed .t4.46-i.ci1 Epgirteer are req6TrO*or rack storage, over e 114,('8): fe2eW 141 'Ole i gfi* . zid, • , `, ,.r 4,,1 , rl,q 18. Comply with.40, repe.ntS,0-ytheL,,,NoAse;prdtnap,ce, TMC38.22. Conttructtoft"Zdoise J4notlallowed betWeenlY.Whqurs61.0:00 .../4mw '''Tv: p. m . and 4h,yri../ • a,A,m . ,r4,, ,',,:.r. ;, 01 4' ',f. , ',' ''' '.7' * '''' '''' '''' •'',7' ,, d. ,..„ 'V' 4e,,,,,'';:e. . . • '''sj1,,ipsc,,,, 19. A CERTIFICATEkOPOCCUPANCi' WILL '.BE REQUIRED.FDRAHOPERMiT. ''riek.41: tl. «Tr,' 1-`,r'Y'l • .P1 *tv,,,,,;;IT .! . , i,t,,,H / 4' '‘),&., ' \'''1, .,, I " / '::. •.‘... 4. '1 '4'0" r ,,.'.■''' 010,11, , ,•,— 1, • ":1. ,,,,, ---.:„. "'q. ,' /7 1 eall ' +.1"4 7 - , .. i 1:11i.1, .9 . ''. 4s e /I ,,i i .4" . " • , : . Y.' .%. 4 , • : • ‘2,.. ,o 4.• *9 It, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #893 -0258 (512) John W. Rants, Mayor July 26, 1993 Re: Segal° Retail Center - 300 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) Fire hydrants are required as detailed in City Ordinance #1626. Local U.L. central station supervision is required. • (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness flushing of underground piping and hydrostatic testing of underground piping. (NFPA 13 -8- 2.2.5) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (UFC 10.504) Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #1646) (UFC 11.403) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (UFC 10.508) All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV) and Fire Department connection (FDC). (UFC 10.504) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion- resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) Calculated sprinkler systems shall be designed with a 10 PSI cushion for . low reservoir conditions. (City Ordinance #1646) All new underground piping shall. be hydrostatically tested. Test pressure shall be not less than 200 psi c City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. (NFPA 24 -8- 9.3.1, 24 -8- 9.3.2) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 2. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) H.V.A.C. units rated at 2,000 cfm require auto- shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1646) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding smoke removal capabilities. (UFC 81.107) To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for.such permits. (UFC 4.108(h3)) In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) City OC- Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, .plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) The storage of idle (un -used) pallets is limited to six feet in height by the Uniform Fire Code. If . storage quantity in excess of six feet in height is required, outdoor storage must be utilized. (UFC Standard 81 -1, 4 -4.1) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 10.203, 204 as City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 amended) John W. Rants, Mayor Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. Tukwila City Ordinance #1632 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and clearances shall be maintained at all times. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, d� rk..- The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd +++**+**++****�it**+****+**********++++*+**+**********++*******+* CITY OF TUKW%LA, WA TRANSMIT ******+*+************+***********k**+*+***+*************++**k*+* TRANSMIT Number: 93000910 Amount: 15,520.28 07/13/93 16x45 Permit No: 893-0258 Type: B~BUILD BUILDING PERMIT / Parcel No: 262304~9119 Site Address: 300 ANDOVER PK N Payment Method: CHECK Notation: M.A. GE8ALE INC Init: SLB *�***+***+*/,*****k*+k***w**k*************+***+***********+***+** Account Code Description � ' Paid 000/322.100 BUILDING - NONRES 9v403.50 000/345.830 PLAN CHECK - NONRES 6,112.28 $00/386.904 STATE BUILDING SURCHARGE 4,50 Total (This Payment): 15,520°28 Total Fees: Total All`Pmymentso ;8alonoe: 151520.28 15,520.28 .00 GENERA 403.50 GENERA 6112.28 GENERA 4"50 GENERA 9000.00 TOTAL 15520.28 CHECK 15520.28 CHANGE 0"00 2437A000 15:18 OTTO RO ENAU & ASSOCIATES, 'INC. CONSTRUCTION INSPECTION & TESTING 6747.M, L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 July 11, 1994 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Strander Retail j PERMIT NUMBER: B93 -0258 300 Andover Park West, Tukwila Ladies /Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforcing steel & embeds 2. Reinforced concrete 3. Grout under panels & columns 4. Structural steel fabrication & erection 5. Panel welds & other welds 6. Metal decking 7. Bar joists 8. Expansion bolts Copies of all reports have been submitted Yours truly, OTTO ROSENAU & ASSOCIATES, INC. re Otto M. Rosenau OR /sm Enclosures cc: Steve.Nelson to your office RECEIVE JUL. 1 3 1994 COMMUNITY DEVELOPMENT or are enclosed. '77 .'7777-7777,4,1k.s=-4,97,71m.7.77,1,,,,„;„crnms ,rx--.47,47mpre.;, pri v City of Tukwila Fire Department John W Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. c.2.s-al e-- Project. Name d /i E7t4 6.et1/ /6-71 Address AK) ,0"1 Retain current inspection schedule )</ Needs shift inspection Suite # >( Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & net: Halon: Monitor: vve4-‘1j. yovit Pre-Fire: by Permits: Authorized. Signature' ;712 0/9Y FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.54404 • Fax (206) 57$4439 WAYNE'S ROOFING, INC. June 13, 1994 M.A. Segale, Inc. 18010 Southcenter Parkway Tukwila, WA 98138 Attn: Steve Nelson RE : Strander Retail Building Tukwila, WA Dear Steve, RECEIVED CITY OF TUKWIIA JUAN 16 1994 PERMIT CENTER Pursuant to your request of this date I am writing to provide information relating to the composition and U/L rating of the roof system installed by our firm on the above referenced project. This information is outlined below: ROOF DECK: Steel, 22GA Minimum (By Others) ROOF INSULATION: 2.2" Celotex Blackore Isocyanurate Foam R -19 ROOF MEMBRANE : J.P. Stevens 45mi1 reinforced "Hypalon" Mechanically Attached System U/L RATING: External, U/L Class "A" Rating The roof /insulation assembly was installed by our firm in accordance with the manufacturer's recommendations for the conditions encountered, as well as submittals approved for this project. If you have any questions, or require additional information, please contact me. Sincerely, WA S 700FING, INC. • ►� c Donald Vice Presl DDG/wp thrie t 13105 Houston Rd. • Sumner, Washington 98390 Sumner (206) 863 -4455 • Seattle (206) 575 -0078 • Fax (206) 863 -8311 WA•YN•E8.R'20505 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila WA 98188- rwAnim 1 %J • 4. y ,,•�: (206) 431 -3670 .. : M° YPe o ,`' _ a a— . Alla • .'. Tess: 9) / ss 41, ,-� I 1:18 T : ` AO Special InMuttons: 62 Date Wanted: r' Phone `..: 9 2 7' • Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, lee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project ialleX i -MeM / Type of Inspection: 3.0, Address: /1� /) �� � �� /0 / Date called: 7// Sp vial Instructions:( d 0- t Date wanted: //c... I ' 0 Rm. I'hcneNo.: (' 7�// 0 Approved per applicable codes. l Corrections required prior to approval. Inspector; /.. Ili/L. -w. .00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. �.. .1.,. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter-Bivd., #100, Tukwila, WA 98188 0 INSPECTION RECORD'' Retain a copy with permit X206) 431 -3670 Project: 4._l~ �• a Type of Inspection: / is :Id ir 4. • onress: , n n n / ► �1 ••:� e min: ' �/ 9 Special Instructions: J 4tJ o.. a , Date Wanted* • : . nester: Phone No.: 9LIA./. %) / 0 Approved per applicable.bodes. Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDR1G'DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 •roe 5,2110,\Q-- max k l \ (J� ype o nspe,. , p w l n cv Address: .knao\Let Pk11J Date Called: Special Instructions: Date Wamntee d: am. p.m. Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: CLAA.AA IAticov-�,�--c- .. ''II udyd- u kcc,4 Q s+ to -fit", nspector: ALA ❑ $30.00 REIN'PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. 9 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING` "DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: S . A Type of Inspection: ti` Ei MA4..,-. S(4 i Address: c-. A . e. W . Dato Called: 1 — 1. am. 40edal Instructions: Date Wanted: ?' 1`�- 5 , j Requester j/ v% - .. Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: RNs u LiAj1 IJ Avt: LA? nso G O c.lc.s [1nsectoc ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 134.1 - o2S 8 s G C -A C e SIPA MT)c Type of Inspoalon:� C Address: po7A(L Date called: 742./`%` ' co Ai P .f / Special Instructions: Date Want et- //I am p.. Requester: .s reva.. 0k •o occ-uPY -- eerrie'r" Phone No.: %.5. r' 2 0 0 0 j iP S% K/ (PA-krAec dededgegtzfaifft A1 62fS ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: . P4 -4K./ tiC C 6 4 6o G S7- a' 0 F 7C> F Q , e.,0 L/r�r! C C ,Q1/v'QD, C.-0A,4 PGGr'T-e> Gel-Nb .ACA -Pe A- f2.cs7i5 0_K, D U r iv e-2;?) m v (. C. A ( , 1 f1 (O 0 sheen S /ye co Ai P .f / .Sr 7 P 4-4 /N! ©,< / 1:›4 ir''7 "TJ- on( 4- ! "r"6`) Pt nv,4 Z- Q k Pera> pc G . .5" IA 1-771 SJ 0k •o occ-uPY -- eerrie'r" ---q--r5.€. 1> 6 7 M IA/ (Arc -7-(m-r- 4e C.. l�/ j iP S% K/ (PA-krAec dededgegtzfaifft A1 62fS AR e o K it P6k P er, k7ff /S is xo-r A Fobi fnved": ‘�O�. � c�Try —'� "'Date: 7 /t.,-li� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3.70 Project: Type of inspection: �} y Address: m'} af,2,62je4 h� Dale Called: 1 1, It e=-rr-.' sr Fc r 3 VAPOlL aci mLA 02— Special In . I ions: id . �,�. ��, r& Dade Wanted: .►� 1 am. m Recl ter: e v; a Rime No.: - 5, , ,7 ,9 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' Sty e=-rr-.' sr Fc r 3 VAPOlL aci mLA 02— S -t . • r .. a . .►� 1 .- ' L... ti. 0 / t - . i _. 1 L tali" Alt a.. ....... ! _ . L v.1 vo•.JC r - "7- nra F is tit L% ■ . z'1 �. i. _ ' ^I v `S/Tis, • •.i �s^�. ENCeo,s -1.1— Am 46- S. 1, it-C.- L: l is , S . , • A t..l. . . CA LA Wa -- P . L pot. •__ ,. S (L VSO Q , . o S. CC::..'"P .IL :‘% - s:Z4 AJJO ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Dade: �v.�..r..w.._ .114944 .71. om_i.OhlewdC'. »4;tid.arnMhF i#.mese* e..Jb. J _ 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'r• . /.-i to .r )Ipso ns•'• ioneiwyAgi, xi. PI' °II : • : S% a fAP7i Address. ri 40 %G"% L. Spedaft ructions: Date Wanted: 6 / ` ! p.m. Requester. /) {� Phone No:95 /,/,V ❑ t Approved per applicable codes. COMMENTS: 1, /, 0 Corrections required prior to approval. S!! O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 PERMIT NO. (206) 431 -3670 Project: � Type of Inspection: � // 1�-L/ £ ;Z c. , �/- ,9,'.) ..,4 0 af— Si"ir/G . Address: '' ` �," y.- .►. 417;91 . mot ens: l .7 00 C ,� Date Called: `J re,,' is m ems- ?,-v '?-(,4 ti,-7.r-v i / -7-, vo a i r _ . ' •..d . .. •, ,._ .. 1 ". Date Wanted: p m an ! (e� e,� Requester: Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Nee..„4 /' 4,t,/,. i S/C6 .4- -/ w 7-- r.�; 'g ( c-. c. C.. 0 a -/5-2 ..A 'r9-A-.) . D(c %ter j; }�a.( ,54 l/ p ,-.x. A // 1�-L/ £ ;Z c. , �/- ,9,'.) ..,4 0 af— Si"ir/G . .5: LS ,iltria gel - r ,72/4 O J) ,.:; // ,.._ r—� z ; 0<..--;./_, 4 ,- _ -� // „ //, G,{� , I- C7, l.�.4_ "t�or UG % fi- re,,' is m ems- ?,-v '?-(,4 ti,-7.r-v i / -7-, vo a i r _ . ' •..d . .. •, ,._ .. 1 ". ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,di 3 a1f 1 (206) 431 -3670 ro ea, /../ i . Type of Inspection. ✓ . .. rasa: 1:, a :: . Date Wanted: 6 l / 05 P.m. Special Instructions: Requester. Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00REINSPECTION FEE REQUIRED. Prior to reinspection, lee must be paid at 6300 Southcenter Blvd., Suite 100,. Call to schedule reinspection. Me: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3 70 7519: ype o ns /-- �1� /ham s: Address: A ddres -- Date Called: Spedal I ructions: "" Date Wanted: Requester: Plane No.: Approved per applicable codes. COMMENTS: `(Yl Vii C ❑ Corrections required prior to approval. i/'_ •vii *,st"1 ' <.: , BI ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. "bate: it eit INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 0 PERMIT PERMIT N0. 1 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS; ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • �� � , o ns • : • • ski >7 Address"`'= AY-t) ri Date Called; Special Instnicl s: Date Wanted: / 7, rO 6.)p.m. Requester. Phone No.: 1 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS; ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 n b 3— 605 S PERMIT NO. (206) 431 -3670 ❑ Approved per applicable codes. COMMENTS: k,,.�� ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. _ 1.4.M. . .o....� :��e A •:e�?1:1: SpedalInstructions: 7'W . t ZQA� / , y, ', Date Want%�i_94/_ Qp.m. p !� Requester. Phone No.: / 41 � 7 / ek ❑ Approved per applicable codes. COMMENTS: k,,.�� ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. _ 1.4.M. . .o....� 01 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: ✓ h V X10 g „ ,j- (& 1 ?ype of Inspedionr„ � I� �� ' Address: ,A, „ ,pOV GO, Date Called: Special Instructions: t Date Wanted: - q 4- mJ. -)) > At . Requester: 1-� Phone No.: S- - 7 zI Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. C F T t, ?\ Co r ,J T 1y o(F i' 7.— 3 h „T'1 S A-0, ,a & L'aA�(, .5-tA 6.J - -To c.AL L AAP ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: c2i, zed Grp 2 ❑ $30.00•REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be .: id at 6300 Sou tit;enter Blvd., Suite 100. Call to schedule reinspection. Kept Date: Address: /1 d 6‘i til 0, Date Called: Special Instructions; Dais Wanted: $ r 1 - 9 4 rt .m. Requester r, lo- , " Phone No.: , 7 2 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: c2i, zed Grp 2 ❑ $30.00•REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be .: id at 6300 Sou tit;enter Blvd., Suite 100. Call to schedule reinspection. Kept Date: INSPECTION NO. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project U J� / • / _/ (J (� Type of Inspection: ', Address. (, Date Called: Special Instructions: /`� Z. Date Wanted: 9 / Requester. Phone No.: Iii(Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: inspector: ❑ 030.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be id at 6300 Southcenter Blvd., Suite t 00. Call to schedule reinspection. Dale: o INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 CITY OF TUKWILA BUILDING DIVISION r " .„, ki a / P ..• 0 • a t 105. 1 I . . • ress: • 1: gi : '' 5- 5/— 1 S Special instruct ons: 41 Pti-Wz. , (50e el. it,() Date nant ...... LP 1 — .7 y am y sit Requester Phone No.: 67(ii • - r7)-/e( Approved per applicable codes. 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Hemp, No.: We: • 1 f INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-36 •r.: Ct,ft cueA. ypeo ns.:.. , a I'Ylil a .fu Addressc ()) AAA) Date Called: �l 4--t rig Special Instnu:tions: Date Wanted: / - rq (14. .m. Requester. ��0,04. Phone No. :95 — -- v Li Approved per applicable codes. 0 Corrections required prior to approval. rn pector: Date: 5/3 l(71/ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectiori, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ,b Retain a copy with permit iffi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431.3670 77-4051vadvilzi,, sevpipip ype o ns•:.. ,; , U l Address: 36 p i Date Called: Special Instructions: Date wanted: 5 ZG, , Requester. Plus No.: (154 .,. -7Z 14, Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: / / t� 6) 4 isSOI S °1 la. (Jr- 14 IL. Vhet 1 L.. 0 0 N L, Mt: 9 -- 1 4=- t6 -Y L.- 0t'- To c.t t"---72-- - Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: / / t� 6) 4 isSOI S °1 la. (Jr- 14 IL. Vhet 1 L.. 0 0 N L, Mt: 9 -- 1 4=- t6 -Y L.- 0t'- To c.t t"---72-- - Of— -S-ri. % r' S ■ o r• e-" ......t m.o.!. f!) Ar.- A ,J Cre` 4F-: s. r-,r —, ;- p ,,,,, , ,...) c; o va T Th.' r—(4,) ,....r.". .r.-t. n : ' o F- ' .t nscl,LE c c..,... � � f f IS AnPrwA ), SL.r!..,Jr T E E. et.. e e.g.— -1 Fr-, T, we 1 ► A ,-o 1 , M Mop ,. r-- r,. (, .2..— .,-o 1 0 • Z • ❑ X0.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ,.. - INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMT N0. (206) 431 -3670 Projects: C f�i )2.. "9< ii 1 Type Inspeclipn: p _ 51 cJJ ((�Jjj.3 Address: iZ �►1[i`QU Pf 1"n W �e L `/ X' Spedal Instructions: (� �C� Date Wan – :! �, 1 e9.5 J.., �.m, r. Requeste I 1 ,, P : g611.— it/ ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,046Ax-e-fed ❑ $30.00 REINSPECT • N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dade: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION .0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: j .1 (_ ' ,_ `79R/.,"►". of Inspectiolt..20 5 n y ^d' i 6� D Address :1"o° r�40047 V" a Called: Special _ _ _ _ _ _ inst Ions: late Wanted: 5 - „ ,r _�4 !i'�' am. (gym. , _ ___ .. ____ _ _ _ _ 2 Requester n i e' �' Phone No a 3 - 2 5., . Approved per applicable codes. COMMENTS: E ,x� ❑ Corrections required prior to approval. 44 !/ A/ati /4,,l. // 4-7,2=-7-, l% etAt grld /3 7—. ❑ $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be pa'. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: INSPECTION RECORD Retain a copy with permit. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Projod: Z00 , / tit" ` r D lip w' Type of Inspection: ,p, l�Y� I Y� Addy Date Called: special I ructions: Date Wanted � / _0, � ' y' � P, m, Requester. - e.QJJ/`t/:,..) Phone No.: , ( .•, 1 / -' Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: G w O 1) GJ ..:-■ v Cr 2- fuL c c..c • £ P Ai h c c. . IInspector: Date: 5/71 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. 'ff da e: ,._ 0 INSPECTION! RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 q3 ozzEr. PERAIITT N0. (206) 431 -3670 Project: type of Inspecia: Z. t-IK . k,Aicr Gwe, _ ffrLe.._ y�� I 12 Address: Date Called: Special Instructions: Date Wanted: ... /Z3t, , / 1' am. .fir Requester. z.-__ crc:.. Phone No.: [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: t.11 • IInspector: .S 23 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. AL... • A ••• •,•■• 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 PERMIT NO. (206) 431 -3670 •r. :.. ypeo ns• :« • , Address: Date Called: Special Instructions: Date Wanted: 23/x4 a mz p.m. Requester. Plane No.: Approved per applicable codes. 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit DiSb NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818E) (206) 431-3670 ' i . /..�' L` � �� ff • : o rm.:. T . � 1g At • �� . .. nstnict • s: Date "ant :. — 94- 1 am 0.8. Requester. ,- N rt- • W A lA._• 0 nl 4-1 N� 9 W A-8 ! j4 .1 di( Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: �� -roTt 6,1 7- Z. _ 6 0.8. ,- N rt- • W A lA._• 0 nl 4-1 N� 9 W A-8 ! j4 .1 1 Ni c A.. .n....70--ti v5t..L t t-i P � . 'tea -Z S LA P -1-44-411 c..••- r9:''I A 1 L., _ 1 fr Y --►6.m ti-"A 1M LA..., R 4 r 1.-i; ,1- G. v A, rJr /e- •c ►c- 1 -8 L , S N --rbl as e--4 t'A 14 3.-4 K1 i. O $30.00 REINSPEC T ION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ece Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIOM 6300 Southcehter Blvd., #100, Tukwila, WA 981$8,, n -06) 4,81;3670 • . :..; / ype0 1 , :I . ; eSS ) ii0 e _ / () .r - f 4 rest pate want: � -1+0. . Requester: Phone No.: q514--- 73-' , I Approved per applicable codes. COMMENTS: /s,- r , v3rrections required prior to approval. Satic 5i ei L$0L 1-4 s/ C rnrr� ✓f� �l 6r Q .'-y1 C.A0 [ns, O $30.00 REINSPECTJON FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i 0 INSPECTION RECORD Retain a copy with perm! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r. (28) 431-3670 r. ec1._42 C fain_ Fve:VCli ypeo ns.:... �r f hi Y Address: -PTO OlP r PK LL' a C s is_"0O r Special Ins ructions: Date Wanted: 5'— iCi _ Cl q 'm Requester. Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pa' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (I) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3 70 •.:'; ypeo ns•, • Address y b 41/11:6 v 6\.. • Date Calved; Special Instnx dons; Date Wanted / . q C1.‘, am. m. Requester. Phone No.: -'4 7 / [Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)1431-3670 Proy1 Address: d I th4 6 , V ` A , _ f _ 1 Date Called: Special Instwdions: Date Wanted :..._' c( ,,, 9 p.m. 0 Requester, L n , , ( ` 1 Phone No.: 9 sf- ✓../ -- I a. KApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Sor -FIB G'a -AM1a S.7 Iv 7Z. i Ck r -r�r N-,-o / 1. I 'r-a s.1 a ► ,D INvs i of 2. H L.. 1,41 t.L.) 1 sr CA'" 1 Vt lA Tt) 2..1 -I 1 .I NC" Inspector: e: j9¼,( ❑ $30,00 IREINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t ype of Inspection: / /6- KApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Sor -FIB G'a -AM1a S.7 Iv 7Z. i Ck r -r�r N-,-o / 1. I 'r-a s.1 a ► ,D INvs i of 2. H L.. 1,41 t.L.) 1 sr CA'" 1 Vt lA Tt) 2..1 -I 1 .I NC" Inspector: e: j9¼,( ❑ $30,00 IREINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '695 r77- oa: PERMIT N0. (206) 431 -3670 rp ro oc : / Type of Inspect . : .ress:;Z,�y i\Y�G.` 1k4) 1 � �: :: �: •! , / �' Special inst�n c onnss: -7; cfo 7 N ,� , Date Wanted; r q a . Requester. r . phone N %! k " -1 Q 14 C Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • G .SGi Li !J 14-a. -. ,A- (-2 o.— 0L-. L f 1 -ro L(• I [inspector; I ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LA. .1... Date; 5 - /7 - .9 C ^ G INSPECTION RECORD 0 Retain a copy with permit IN3 -OtZS1 PERMT NO; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r ype 0 as : « Address: Date Celle.: f S� iallnstructlens: Date Wanted: D �� 6/5'� am: p.m: Requester: Phone Ns.: ❑ Approved per applicable codes. Corrections required prior to approval.., COMMENTS: li■J d /z:rt,--n,9 .t -7 `c._ d1 '5r 71F- . /L.,�S CA E'S' FO A m 1. -1 Inspector: /4 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1"'"' Date: to INSPECTION RECORD 613 Retain a copy with permit DO 6ty PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30,00 REIN,,,SPECTION FE EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e; ...1:1 nstmc ons: 7: W ,r\ Pig.• c(‘Le 4;4.•A- Dato "an , . — Requester 43.'1: — 7 2- 14 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30,00 REIN,,,SPECTION FE EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e; INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. Corrections required prior to approval. C0f;IMENTS: r-dIN r kki.01%.111■•- ) Pre'.1..".0‘41%y 151■••••■ (St'V v. 3 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Sulte1e3. Call to schedule reinspection. We: te r2700 f 0 kiQl{/ Ik) Special Instructions: Date Wanted: -..- Requester. Phone No.: Approved per applicable codes. Corrections required prior to approval. C0f;IMENTS: r-dIN r kki.01%.111■•- ) Pre'.1..".0‘41%y 151■••••■ (St'V v. 3 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Sulte1e3. Call to schedule reinspection. We: CPINSPECTION RECORD 0 Retain a copy with permit PERM N0. / CITY OF TUKWILA BUILDING DIVISION 6300 Southcertter Blvd., #100, Tukwila, WA 98188x' (206) 431 -3670 r P : (4: 7a YPe of Inspection:��"/�� %Y a�tld j Date Called: ,,) Instructions: Date Wanted: --. fit{ — q4.- �c� Request ' Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ) 1" i b (L__ . J NA- k.- (An (La— o v:7 L"• 1.'EYT- 1 OLM vv P t c-- se a a..: S S P A c--c' . r --tt.o w 9 rr) /2— . 5v r-r- -1 t`-�4M.� -iL ,,,. 1.1 -) a . 3 , y` 2- ✓ .- ;=.1. I-t . [.,✓Prt.c_ -- F-,4.. q ►n, , n1 G d kJ LI i•fr-° 9 To ,: A il, ku w^0 , An/ APPie.ut.��o Dt,`/} -/ t_ 01 us-r- 6-c P yr c'C D• ALA- t.4, aL' r- -A 1r, (,.)r , �-�.. 1„,, Lc- t%J -\."r2 A... -/ N..Sr — yoiLt v ti. re, cry it. A (—rt.-744'w 4..,41-v, e...t ,., G , et.<-"r --Tyt , CA f_ L„JU rt- Lc..... 1 S r W S TNA- t.4..). =� /q ry ra / t-, 1 P r"t.i-'ti-Y> , IInspector: tee: ❑ . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. O1 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 595- pia (206) 431-3670 r4M11117, '.11116BAL,' . V i 1 d'Arleink/-1. 1/9"/Fili; : , 1 ././ .. Instru ct : Date Wanted: 5 "1/ — 94—far . Requester, Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1) -SvAl s-tr'S -rt 17. • 2 •- IAA- HjFiLL.$ 0 r..1 1-114G- 1%. 1 No 01A S I De:- (-0 rt.- rev A krz.- e-141-1t1 ■ To • "I• IInspector: Date: 5.,(1,q4 1 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •�• ` % /MN A. YPe ' aspect r' • ' 1 I - Date "ant: .: —' - IS Al. :ii L i'LMOiffiiiiiiiiiiitiMMEM- :: • + nstructions: 1rn Approved per applicable codes. COMMENTS: Se-kAL--9 O Corrections required prior to approval. [ Inspector: Date: S - 6, v- $30.06 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: /� - Type of Inspection: Date Called: ��1��� Addre ( «4/ "', Spedafinstnuctfons: Date Wanted: (r -, s = am��m� Requester: Ptane No,: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. 1 AwAr_.' fir.4.lLl� X25 ❑ $30.00 REINSPECTION FEE r QUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. ecWno.: —�e: C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Prof (I . , ? CxJ(�C„ /a . )_, l Pik( (f type of InspedionT /�-y( f� g, �" J . _.4! Address: I 1 + �� �J Y �' l7eteoaly®d; -44 -q4 11. ions: 01 / 4 f Date Want . ' / -' -" ,' , p.m. Requester: pnonet41:9 f, ❑ Approved per applicable codes. ❑ Corrections required prior to approval. o/ A' - f ❑ $30.00 REINSPECTION FEE OUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 PERMIT Nit (206) 431 -3670 Project: / l Type of Inspection!' ��� Address ��'L� Date Called: S` 2 —9'9 ructions: / '00 Date Wanted: S , ! , 7 am p.m. Requester. ��� 4 Plane No.: 2 S"4' - 72/e/ O Approved per applicable codes. r�s Corrections required prior to approval. COMMENTS: F-12-,A tm t N.* o C- L� rk'%(t -( t) X—. v./''1.L. Ft..t st..ft.. 0%AA- ... i S C-£> N Or 110tJlA -t- - ige Pit-avv =rJ' ("4"-g -rig;.-- . 1- ', ►14C t 1. 9 iv I `7 f"' -ruz c t, r., da• c-t aNi , S ' IAp`P tW" t.-. C'r= - `c'-"M \T': f l.' - .At,JC, A't.J '"1..q4-'t~Z.. CAt_.. W Kt C. W 1 Lt_ 6i toAM of at c.M L t C, t-1° wt t rs, C7 1 S 14f? A v>r"1P Fe-a ►...-. 1 S • Z_ - IS • t3 1 `i-14Z c-,-4-mi /AxeA . 0.1/41— d t N FALL- oN,.31.3G S 11J 1 I.9 WA -t--- AR-t APPn.avt =', Imo(L Fit -A r,1 tJGI Pz=A-- W P 5I 0a' "^A 1 L- ct i tt F `SIC' C> w6 8l4n,84 c- .T-A w0Mt -o 37 r..tA. (cm .Q2 -. , Inspector: La) . Date: �•-- _ 3 _ '7 ■/ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule relnspection. Dade: . '� a . INSPECTION RECORD 0 873 3 Retain a copy with permit 6:,:507 CITY OF TUKWILA BUILDING DIVISION PEWIT N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 54 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: `$"o I 464444,efe„-7 CY G 6( /S . /6 . g t; .7 Inspector: 2....79y ❑ . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. .,.r-1 nstnxt. e" ant ,,; " � :� G� 4- a.m. Requester. _- 9-6/1A4 Phone No. :45:, 54 _ 21 54 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: `$"o I 464444,efe„-7 CY G 6( /S . /6 . g t; .7 Inspector: 2....79y ❑ . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1360 oz6 PERI I N0. (206) 431 -3670 r ""1-47L L1(�•lla -C Y R•Q-k t'. o : Oi (pia l�n 411► M� Address`00 km O04P Y p io 1 Date Called: l 4_41_ C t 1 `/1 Special instructions: -1 : 3o P\ , in : PD.) y Date Wanted: L{ - aq q y epm. Requester. Kr I Yi Phone No.: q S is l L ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' o AI 564-7 ❑ $30.00.RENSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r e : . 0 1 � 1 "Type of Inspection: .1.I %a iii' ' •r rasa: r :a • -' I :, a imi on + :.ri struci ons: 1: ao , m . Pou v P : a "anted: wt -C)'5- q (J am p.m. Requester, KQ v I n Phone No.: 2s u�� a U ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' 77-,e; /ee)407e--4-2-es-1--/ X2.7 l:46.-,..Q ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, lee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Proj 134*:2-tYg■-l/1 44....4, a, Type of InspectIots-ktive Address:, hnrev. h) , Date Galled: Special Instructions: /6•11fq ' 19 I Date Wanted: 4 -z7--6, m. .m. Requester prict.4.., No.: q 4. 7?-14- proved per applicable codes. COMMENTS: 0 Corrections required prior to approval. w-t-t-Js.vr aks-yl■ Crk' nspector: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt {Da: _.hcamotle-_,. ....A. • 1 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Projec ' V lad ./..,LA Type of Inspealon: „7 n Address: , Dale Caged: Special Instructions: I �' -Fivorst, iosa-PeNo.: Wanted: 4 .q . 4j' am. p.m r Requeste494.14 qs-q---72-(ci. Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION ■ RECORD ID Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1393- - PERMIT (206) 431 -3670 •r.:..; Ii • i ' �1. .:, s.:.. i ' • ' L — a'ti./144• i rRs n A, . : tt GCrilVc• S 44)• Date Ga'a `_ `_. ciy • :Instructions: 12 :z � IA ( L Date Want'" _ %; '_ ,9 J f' am.m� —Requester: �/ 1�..11it/`'� -- ❑ Approved per applicable codes. ❑ Corrections required prior to approval. (4-42.1,,(7 9a4029 0'' , S4 i:7 Ca _,,4 --- e7 ,��4 4 L ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _1 k..... t. .t0•,aia INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) (206) 431 -3670 Ifik Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' Address: WA/ r) t�.! Date Called: 1,r 1 9 `'1 Special Idstruct ons: • � 5y“.... (AA_ _Q 6-YL S t_,.4. bate Wanted: 1-i f, b - 9 48 p.m. Requester: l/ Phone No.: ,2744 4 Ifik Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' - , 0-- to.:-.c... D.Aa ke .,,o 11R . - Q,.,::,,..,.r -tir : s‘ rat 1..... ►:,,- - . (3 ,b 1-1 (:t.,—... • Inspector: Date: 14/9 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pc13 OZS PERMNT NO. (206) 431 -3670 10 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r,s� nspector: '419- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: _._.�r..,�....� Dale: Address: �,o (i n v k t jj I Date Called: , l "( Special Instnidions) : ?7�,�� b\4�Sl Date Wanted: am. Requester. ` �m� Phone No.: 51/----)e) i q 10 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r,s� nspector: '419- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: _._.�r..,�....� Dale: i .r• INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • r. :.. 11 r ... W el ypeo • • ion: • Addresro h)6 & ` V ) 1j Dade Caked: Special Instructions: `'. Date wanted: ,e1....._ i I �� am. p.m. Requester. ' /„ �A, Phone No.: 9�S �. _ i z_i if Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (D// 0 $ i MA I MIWA MA 111111111 Ilia EFACM1111 ❑ $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcerrter Blvd., #100, Tukwila, WA 9818 111175-/ e�anC /c°FZ At 1 y99 0 n i j� ui ? One 'r- Address; 2 CO N ^ , �.e r LO Date Called: � ^� `7 V Special Instructions: -7 es 3u6 S� e.c "4 / ...L:,,, an S'i ,/ 44- T � >.,.e... Requester. er v / it 4 t.y d ic,., j Phone N°*, -2 a/ 71 rApproved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. p_.$- .) � � �� ; -ay... ✓l w— -14-a tv.. • t4tt �.�.a lu�9hr-�i rt•r- c-U -o nspector: ht ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6. (13- Oe? PERM NO. (206) 431 -3670 Project: ,,pp �yq i'id — fj /c, '/ Type of (ns � %j �i 7` U/° / )"� w . Address: Date Called; Special Instructions: '7 : � u / 1 n 3/ . r' G /'1 5//c._ /G. ...�. M,1:16,- 7 ' u Requ r: (s--,5a Phone No.: .►y. Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at r 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r P / l / ype a nspe n: Address /4._ roz4 Date Called: Special Instructions: Date Wanted: Requester. Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /?0. v o)U /\/a 1"''.� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Projeci;.O f 1 I) _A Q , / ��Q�7 Type of Inspect ,j r,; it �}t u( , `9� n Jg Vl GUS Address: —7 `fib �IIMI /il i R Instnu t . ns. se - " �'� /�`"" _ /.. Gu (� Date Caged; ? Art Date "ant - : MIMVY Requester. t-i'Ci k-/ Ptbne No.: jel Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • r• :.. fEr, Pr(-467 ype o ns • : • • n: C.6 nic44--rw G01-744 Address: ,��T11-� pion -- a.v� • Date Calved: Date Wanted: 3 - 2 3 -2-1 -� am. p,m. Special Instructions: ` / Requester. 1/ ,., 1j Phone No.: Q Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' n2Fro r9o� 6GoLGM -o'i� vu.periA• 0 tae: R ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, lee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 x"'(206) 431 -3670 -13RM: S rM1. �c"'17. 1....- -Address: Type of Inspection: � Illf" , c /z -1"T't Date Called: �''►� Nacll-- 41--V D , Special Instruct Date Wanted: ‘Y2. ?, /4ii a.m, c Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ‘.1° c.1 A L.— 1 rr S i �� rc.1 Li ( wN. JAI.-INN w, cF o-rro s NA( ( s o ra` .I ;Ns- C LA,. ►-y, rJ pa v.,c— c,. , /vv-- st -weri w 1 i i t o vt k . a -('r fi (A -I-La rJ . ,k v ) r.J w 3 //./F-dMv,ir"'P oF' Qto!L a, sPL dto ^- O $30.00 REINSPECTION FEE REQUIRED. Prior to reirispection, fee. must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . • ()INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06) 431 -3670 .14 %.'�• /� j, "/ ypeo .:.ion: > &V Special Instnu� ions: 2;00 Pita / . Date Wanted: -- // -g5.1 am. p.m. ❑ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to a ❑ $30.00 REINSPE TION FEE REQUIRED. Prior to reinspection, fee mu 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPEoTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f13-0 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 RENSPECTION FEE • QUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: Address: � 4\11(10,1-P Y Pic 1,0 Date called: �_I O�,n if Special Instructions: i� i'�2\ 'Poor Q; co tide Wanted: I "q`1/ am. q Iaequester to Phone No.: e.,-,— I 1 3. I ❑ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 RENSPECTION FEE • QUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 •r. :. Par ypea ns•:. ..bass' 01 OIV N * '',e :;" Must . q`, ,�,(� Date Wanted: 3 ,...1 , i , `C / , .m. Requester: tip' Phone No.: ,5 7s _ 4.-127(09 [ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' c-- -3-.v- r 1 Lt s ue- k_ers s . Inspector: . t1 Date: �' i1k / ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100.. Call to schedule reinspection. .4.111sc. Td.. _-. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 J Address: 3Da UP�t/ SO V w Date Cased: Special Instructions: /6 v L Date Wanted: .,. a 3 -t a�. p.m. Requester: v/. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' jc." /L5:1H.t9r / re.At.e...7 a 4, t1teA llzYe? P-X e,to_ ...71/4 �"9 40_ 407--z-ee&t-:-. 1)-1.11 / ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. e: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .693 -c.2s 17r 4a . *"!'rra v\c1.0, `Ile -kz ( TTvpe°tI'ns{ din:nCtPit 7Re51 r i,pateCaNedS /jSpodalstnxtlons: Dal = 1 3 Qp.m. -Pr) (nc CIA. y Maw No.: 5 5 -Y-3(74, Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i o INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION r .. 6300 Southcenter Blvd., #100, Tukwila, WA 98188`x, Tic 3 wsg PERMIT NO. (206) 431 -3,70 ,PA r,(110., v, 10. (��D (!c Q t x9.at . n {, Type01 Insp tV-x C _ _ --. .. 447/ () Date Called: _ / ... instruct ons: • 7","!)0 gy-m) �-C-� . � ,C - ; + Date Wanted:. _ am. p.m. Requester /.e.A /-c-ik-, Phone Ato.: ved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r.:.: , /4 gy m/ ;� .:. o Ins.:...: � ��%� At.., _' ` v ... ,GL.!N.. ,e4 rem -€-,r rf-. u�. r� . '. e �, ' ,- - 2 — 94- Instruct Date Wanted: am m. Requester, fc!II,L,,— Phone No.: .2...75 ,t3--76, ❑ Approved per applicable codes: ❑ Corrections required prior to approval. ❑ $30.00 REINFECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Mete: i _ . rdsAtill.4=-64144._.tu rA+....._s,.em^:.ar. 011A...s.E it r...:..;:bw..dir C ; INSPECTION RECORD (-' `t .. 7 3 — Retain a copy with permit L) 25g/ PERMIT N0. / (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P ed: 1 . ' d. _ / HA-9 Diet Vim% GF4 c / s-r re - won) I NYES7-rc-,g.7-t.an% , /'r- IA/A-3 T .:. I .:. ion • i P A NEz- Q o' n.�:'p vet -,r.E". -# % i G 4 TV to- 73 } APP • j1G' ct..10Q. w ex,C. Pc -Act. TUB. • /e-- 5rer-z- w ,Nmer.. An,D APP/co 3-1) �_ TE' DM1 - i seOgt.4 wcr dr o /1-os∎e1.1 Av.... c..ab awMb71 -} I4N69 • 1-1E Ao m r rrO -r-c3 A• Sc ft zap uu IJG Fe Lk L. u P. -S t- ' — rv.. S e.E(.. t h'1.... (W S Q et-1-0 tt-- • A it-A-% AV PrS- 7 -rt.:: f'h r L. —O . o r` T %d ,pd $ow+4F' ..5"c ti hi1eT" Wrte►t 6'71 -- AN/J- ar• ST124ci7w- :.: kttiinJdions: i • } 0-4' (Q V , • Date Want o , - a-5-9 `i' arn. .m. Requester: /o1 A'--) • ' at ( 4. Phone No — £1L 3 (v - ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: • ' ,q /tier vr,-.29 ,9i" 5/ 71=--- AT 1. Ad -ro r tid N d st -ua r..- INSPe,c_-oll..... WO Age-7a /LeVorz -v6. TN *T /1 r.v4 Hour gcAT HA-9 Diet Vim% GF4 c / s-r re - won) I NYES7-rc-,g.7-t.an% , /'r- IA/A-3 0JSco_v11.* ' • T44T Id'G rvAd A ?- Hrrge.. CoNrn- nc.rdlL- TN (AGO"- )11i1 A QumPQQ._ 1Lc"%. k s 114v • 5?.g I AL /MS rnt-. • P A NEz- Q o' n.�:'p vet -,r.E". -# % i G 4 TV to- 73 } APP • j1G' ct..10Q. w ex,C. Pc -Act. TUB. • /e-- 5rer-z- w ,Nmer.. An,D APP/co 3-1) �_ TE' DM1 - i seOgt.4 wcr dr o /1-os∎e1.1 Av.... c..ab awMb71 -} I4N69 • 1-1E Ao m r rrO -r-c3 A• Sc ft zap uu IJG Fe Lk L. u P. -S t- ' — rv.. S e.E(.. t h'1.... (W S Q et-1-0 tt-- • A it-A-% AV PrS- 7 -rt.:: f'h r L. —O . o r` tfi Po tA rr.-- Ar•1`O -r-0-0 A-, S.a vn cy a Nn ENLZ .. o)-ro AG rc. %d ,pd $ow+4F' ..5"c ti hi1eT" Wrte►t 6'71 -- AN/J- ar• ST124ci7w- 7: ST•rIJCI OF 714 E co c/L : AT A LA1'V7Z- 011-1-"c— • .CCAirS nspecta; 2 23)1/ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 riiiimmirmn ypeo ns feS9: aro , i. (Ai, �:�e ..Z2 --'9 Special Instruct . ns: fi' a c Date "ant : . : Z - Z3 -1 .m. Requester. ) � Phone ` • : ❑ Approved per applicable codes. [Corrections required prior to approval, COMMENTS: V �s -r n12 stz-STeb -L / N S i' C r-t o t,i .r "Z`t4e- A r CE Y T11 tJC or 7-Ace f 4cQ71 'rr. / r SP r(--TD (L- .57) --?tom �� ='ILL- PA /vG7 2 JCk-tiu tt,�'"• / w S P `t-ito Fa A— Cc,e14wJ LA NeSS Ct r —,qa,a xice , t✓ P0/141-'S, P/Cie— Pot►JTS/ Anri, 0-4c4" 714/8 wPrd istsl— Peat Fa /t of C72 - IInspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ()INSPECTION RECOFli Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pr c tde pt frALe ex„tiv,_ Type A . al-Kdo, ft b0 . Dale cq — /(0--9t1 . , ..: Instructions: 71,1), fx-rYA n sp.e uta, .&&11.4,p-e c--iv r Date Wanted: 0 — (7-94 .... Requester 4, ptone No.: 13 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ' GTec- CIA. 1 i■Asper2t.o- 0 (Pc a GL k41 0-, 6P icie•114. �. O ;30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [F5WingOI: Date: 0 INSPECTION RECORD 0 6g3 - Retain a copy with permit Da .5'8 PERMIT NO/ (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • , : «. / , : of Inspection ■G'YD 4426 6 ......t r a J I :,called: a,' stnid . v; D-‘. 0 0 p P.91111--- '.:,e "ant :,: er Pone N`'7 `— 1--14 ❑ Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. 404.14.4-e.1 /4,46/ /t-0, 5► ❑ $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcertter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 P ., o f : e A I ' , n _ K1Lr) I , ,I _ t� Type ct I , : ! , ! , : / �%�t .�.rss: d PK lit) ,:,e.:,*. � q - �4 Instructions: 11 , /1)4, 7& (j 4,40 (I, /19,0 Date Wanted: a ID"- "- 94 OP. . Requester. Phone No.: - .3Z, Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: , nspector: ❑ $30.00 RENSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal( to schedule reinspection. Y.. ., _,s. .�__._.,ar...s�sM.ii['a�, INSPECTION RECORD Retain a copy with permit D a 5 r PER E (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �A, Iii Imo' & �i� �1 , �!� i �' Iii I ! _� IL0 lll� ,A #i o �/ 1/"e • ► UV • ..'� strud ons: 7: 3 D A-' ' ()MC,- 'e Ti ant". - 9 9 0'. Requester ¢e Phone No.: ,5 75 .... '.,G. 74-, ❑ Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. C419-4 Dale: 4.• ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Proj .: , t+' Lu.. ' [. ..� I ype of Inspect . , /� S, T i r 11 Q}A -Ql._ K J. - 6 • : • : Instructions: —7...0 pur.AJv a-,C ci.Q --1 td@nz\P.... c; Date Wanted: Requester- Phones.: 5-75- 437(, ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' �'i J ..� 4114 ��, .r...... ice., .. ' ‘9.)-'", (%7 4, is ei/ 4" e.1/" w /46 1 +� /7'7 A S/-- !'err/ l/L.7 7 ,,,e. de 2.`'',,I Of , i ' / J 1 i IMPOT• . Iifart, u•--.- 4et4N40 2Q_vr_11if ,5Li Y1 i Eci'- 7 ,,,ii . r./ti/4 ❑ $30.00 REINSPEC ON FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pq- JINSP'CTON RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 .$ r AL .° Rj2.„ —'r MirellEIN ypeo ns.:. ll.►li ■pirl refs. ° c' 11 tS'kyo ‘4%.4_,i-' ,, ra_ D., •'.:.r1 nstnict ons: 00 Pm 1411 a S� �' c�A.Q 0 s .' G Requester:.._. • -- Phone �� . 5 7 -- 4 3 -7.4. ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' / ` i .e..r // / 1 i. L. L refs. ° c' 11 tS'kyo ‘4%.4_,i-' ,, A' a �' "-7 i / 4 d 74-4 t, /-' /Jr cr� e.... )..-ry (, °f 1 / . � � 011 0 s.e4`c_ ..Srr.0/10e. r7 i i - ;0 474- 7,L ts- (sop! H ti . r _..Z 'c' -epi , (Jar.- • e•5 te;- r lh U Wi Gt0-i -e'l t f.. ---e i-1 i )L ,�.P. ,4 /Jr ,/4j) ez.t ETe e -r s HI /( 9 T ., J C7+.`.r" v ✓LEI V/tom r 1 rn,...f --, Ae_D_ , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPE�N RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (:),5 3 67P � No. (206) 431 -3670 •�.: I ypeo ns.:' , , ✓r Special Instructions: /,,7e e Date Wanted: 2_r Requester: Phone No.: ❑ Approved per applicable codes. >4 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ChisigOE:CTION RECORD ' Retain a copy with permit 09,5 PERM't N0. / 06) 431 - 367/0/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Proj � ,� Type of Ins � Yt o/ t(�. ' r. �j. dress; /]7�� D (JR4^ (. init -t ► v j(�y1 - I . - , Date Call 1 -- �/ Spedal lnsfi,1 ns: G se, N91vY1A/14 _ .�5 • n Ti t.0 Ct. ' y� J ate Wanted : :, Requester, ,, vw., , Phone No.; ❑ Approved per applicable codes. ❑ Corrections required prior to approval. Tr s /J0 /�- h 70/44.-7 rs 1-7,� 4.7t- , - f orvC /2yb 44. p 177 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. °INSPECTION RECORD 05q,-- 02SS' PEW NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431,3670 • m ,e4P/ '. ` L-' f _' .'iii ype o nsped • n: 1 t . t? S 40 SP: Al nstruct ens: ' API ' 1 � �P D� �a. --' 7fr-"t/l all SA,001,666Phone Date anted; -- / 3 0'. m. R uestar. eq e-"ft—' No.: s---1/ --- '7.?"/ ig(Approved per applicable codes. Cl Corrections required prior to approval. COMMENTS; ' ;4 Ole,-' • $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. .... .. �.t. w ........ - - - -. h.% _ u.t ()INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r t e . • .z (A4.1/4 ) /1" ype a as. : . Ion: jrvto/11.7t Address: 0 Pod bt) Date Called: Special Instructions: z„f , D c ri ej Ai- ? y - II ii1Gttied , , --t l VA 5 Pee-6V Date Wanted; 1 A Requester: g..44/1„.....) Phone No.: 0 Approved per applicable codes. )2T Corrections required prior to approval. COMMENTS: 4tI t p..4-1.— ew—t— cA1",)- (fr% d 14-4 Date: / 0 $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7.2063 3670 - Prof �/� �� / Type of 1 . 1 .i ... ,/� ��// .r:,, L nitlh Ply 1,0 I:' '7'1" ii- 14")'".,_ :.. nstruq , P//�� MAIL/ d/a it /7'00 frni fa r-7 ""'",� e� Date Warned: I I '" I �" � '�� am .m. Requester: Z "x-- -. q - 75-7 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4 spector: i I -7/ O: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ()INSPECTION RECORD 1?-1.`"5 — .Retain a copy with permit C.0?-6 PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Proj <0 / e0 .„6/44,.„6/44,,_ - f ion: ofoI J l .. a .rL , , I:i e ei'n I 1 ' _ /`, 5 • dcJQ A d A 1 ( 1 / ^ /' • :.: ,st d- ooQ 1 -p C . cuoji____ Date wanted:` _' _ 9 3 anCm Requester, ..K,12,40‘... Ph sne 41: -1 .` SEE-7 • Approved per applicable codes. COMMENTS: • c"yy..) ❑ Corrections required prior to approval. 4 -, ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 72e: OINSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Cr5 z� PERMIT NO. (206) 431 -3670 Pr.... .Q.... Kj Li j t of Inspe .: 0 Ai ..qq pp bflk, r ) ftink-rdt1 PK U. Date Called: ) n — 1 .. — (3 3 struct ons: Date Wanted: n — % ° cl am. m. , Requester: Plane Na: — = A : ;I�:.. Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ' f .) o !1!...- i.- C'..:,,1. L;/L(— ,. J C: .. = A : ;I�:.. ` �l [inspector • O $30.00 REINSPECTION FEE REQUIRED. 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Box 88050 Tukwila, Washington 98138 Attention: Mr. Dana Warren JUL 19 1993 RO ;i 1i c.usiot November 30, 1992 Z93 Gcotcchnical, Gcocnvironmcntal and Geologic Services RECEIVED CITY OF TUKWILA JUL 15199;3 PERMIT CENTER Interim Evaluation and Recommendations Strander Boulevard Property Tukwila, Washington File No. 0171 -025 -R02 INTRODUCTION This letter summarizes our evaluation of settlement and surcharge data regarding your Strander Boulevard property in Tukwila. We also present recommendations for modifying the preload fill configuration to accommodate a revised building outline and recommended geotechnical parameters for design of foundations for the structure proposed at the site. The discus sionherein confirms our previous verbal discussion and preliminary recommendations given to you fur this project. Our services are performed in accordance with a confirming agreement dated October .26, 1992. SITE CONDITIONS . The Strander Boulevard property is located 'on the southeast corner of the intersection of Strander Boulevard and Andover Park West in the Southcenter area of Tukwila. The property is, located in an area of fairly old engineered fill placed during nearby commercial land development. In August 1991, M. A. Segale, Inc. placed a preload fill over a portion of the site. The height of the preload fill ranges from about 11 to 15 feet above the adjacent site grades. The lateral limits of the preload fill conform to a specific building layout. Since 1991, plans have changed to a building with a slightly different layout. Portions of the new building footprint are outside the area of the existing preload fill. As part of our evaluation, we reviewed geotechnical data in our files from the development of an adjacent site immediately to the west of the Strander property. This data consists of test Gcolingincers, Inc. 8410 154th Avenue N.G. Redmond, WA 98052 Telephone (206).86i-0w Fax (206) 861-66050 d M.A. • Segale, Inc. November 30, 1992 Page 2 borings that describe the subsurface soil stratigraphy and laboratory test data that describe the geotechnical characteristics of the subsurface soils. It is our opinion that the subsurface conditions at the Strander Boulevard property are likely to be similar to those at the adjacent site. Our evaluation is based on the following subsurface conditions: The older engineered fill is about 14 feet thick and is relatively incompressible. This material should experience only minor or negligible settlement from new surcharge loads such as fills or structures. That settlement, if any, will be rapid and should occur during new fill placement or building construction. The older fill is underlain by highly compressible organic silt and sandy silt that extends to a depth of approximately 35 feet below the existing ground surface. This roughly 21- foot -thick layer will consolidate (compress) slowly under new surcharge loads such as fills or structures. This layer is referred to as the Upper Compressible Soil Layer in this letter. Below the organic silt is a 37- foot -thick layer of silty sand that is relatively incompressible. This material should experience only minor or negligible settlement from new surcharge loads such as fills or structures, and any settlement will occur rapidly. The silty sand is underlain by a layer of moderately compressible silt and sandy silt that extends from about 72 to 107 feet below the ground surface. This roughly 35- foot -thick layer will consolidate slowly under new surcharge loads such as fills or structures. This layer is referred to as the Lower Compressible Soil Layer in this letter. The silt is underlain by sand and silty sand that is relatively incompressible. EVALUATION OF SETTLEMENT DATA Settlement monuments were installed with the preload fill in 1991 and have been read intermittently since installation. The settlement data was provided to us by M. A. Segale, Inc. Our evaluation of the site conditions resulting from the existing preload fill are as follows: • The upper compressible soil layer has reached nearly 100 percent of the expected total consolidation due to the influence of the preload fill. • The lower compressible soil layer has reached approximately 65 percent of the expected total consolidation due to the influence of the preload fill. We compared the internal soil pressures resulting from the preload fill with those pressures that will result from the building proposed for the site. We assumed that the structure will be designed using the allowable bearing pressures given below. We assumed continuous exterior strip footings, interior isolated columns spaced at about 30 feet center -to- center, and a uniform slab -on -grade load of 200 psf (pounds per square foot). On this basis, it is our opinion that the site has been sufficiently surcharged below the footprint of the existing preload fill to accommodate the proposed building with little additional settlement from the compressible soil layers. OcoEnginccrs Pik No. 0171 -025 -R02 ti M.A. Segale, Inc. November 30, 1992 Page 3 RECOMMENDATIONS FOR MODIFYING THE PRELOAD FILL CONFIGURATION The currently proposed building will cover a different footprint area than the area that has been surcharged by the existing preload. Therefore, the preload fill must be reconfigured to accommodate the areas of the building that will lie outside the influence area of the existing preload. We recommend that the preload fill be reconfigured as follows: • The reconfigured preload should be at least as thick as the existing preload fill. • The lateral limits of the top of the reconfigured preload fill should extend at least 5 feet outside of the lateral limits of the proposed building footprint, where possible. • The preload fill should slope down at an inclination of about 2H:1V (horizontal to vertical). • The new preload fill should be monitored with settlement monuments. Readings should be taken about monthly through the duration of the preloading. We expect that three additional settlement monuments will be sufficient to monitor the areas of new preload fill. We understand that the reconfigured preload fill may have to be truncated where the new building is close to property lines. We have reviewed this condition, and it is our opinion that the local narrowing of the width of the preload fill will not significantly effect the results of the preloading program. FOUNDATION RECOMMENDATIONS FOOTING DESIGN We recommend that the proposed structure be supported on. conventional spread footings. We recommend continuous wall footings be a minimum of 18 inches wide and isolated column footings be a minimum of 24 _inches wide. Exterior footings should be founded at least 18 inches below the lowest adjacent finished grade. Interior footings should be founded a minimum of 12 inches below lowest adjacent soil grade. Footings can be designed for an allowable bearing capacity of 4,000 psf. This bearing capacity is for the combination of dead and long -term live loads, and may be increased by up to one -third to account for short-term live loads such as wind or seismic forces. FOUNDATION SETTLEMENT We estimate that the total postconstruction settlement of structures supported on footings designed according to these recommendations could range from about 1/2 to .1 inch, Maximum differential settlements should be less than 2 inch, measured along 25 feet of continuous wall footing or between adjacent comparably loaded isolated footings. We expect that these settlements will tend to occur rapidly after the loads are applied. Loose or disturbed soils not removed from the footing excavations prior to placing concrete will result in increased settlement. Any soft or loose material encountered or created in the GooEngineers Filo No, 0171-025-R02 M.A..Segale, Inc. November 30, 1992 Page 4 footing excavations must be repaired. Repairs can consist of recompacting the material, if the soil moisture content is appropriate, or removal and replacement with suitable structural fill. The depth of removal should be determined by a representative of GeoEngineers. Structural fill should consist of sand and gravel, or crushed rock, that contains less than five percent material passing a No. 200 sieve. LATERAL .LOAD CAPACITY Lateral loads can be resisted by a combination of friction between foundation concrete and the supporting soil, and by the passive lateral resistance of the soil surrounding the embedded portions of the foundations. A coefficient of friction between concrete and soil of 0.35 and a passive lateral resistance corresponding to an equivalent fluid density of 300 pcf (pounds per cubic foot) may be used for design. The friction coefficient and passive lateral resistance are allowable values, and incorporate factors of safety .of approximately 1.5. If soils adjacent to foundations are disturbed during construction, the disturbed soils must be recompacted, otherwise the lateral passive resistance value must be reduced. 4 O ► • We appreciate being given the opportunity to provide services on this project. If you have questions or wish to discuss this information, please call. EXPIRES 1/23/11 TAT:1WK :nlm Aocumcnt ID: 0171025.L1 Two copies submitted Yours very truly, GeoEngineers, Inc. ---FLet4 Thomas A. Tobin, P.E. Geotechnical Engineer Jon W. Koloski Principal File No. 0171- 025•R02 Plan Review Comments and Additional Geotechnical Recommendations -Strander Boulevard Property Tukwila, Washington June 30, 1993' - 4% Geo giEngineers M.A. Segale, Inc. P.O. Box 88050 Tukwila, Washington 98138 Attention: Mr. Dana Warren June 30, 1993 Geotechnical, Geoenvironmental and Geologic Services Plan Review Comments and Additional Geotechnical Recommendations Strander Boulevard Property Tukwila, Washington File No. 0171- 025 -R02 INTRODUCTION This letter presents our review of the geotechnical aspects of construction plans for the commercial development to located at Strander Boulevard and Andover Park East in Tukwila, Washington. We also present additional geotechnical design recommendations for the project. The review and development of additional recommendations is performed at your request. These services are performed in accordance with a confirming agreement dated October 26, 1992. We reviewed the following documents that you included with your transmittal letter dated June 11, 1993. 1. Architectural and Structural Plans, by Lance Mueller & Associates, Architects, dated June 3, 1993. 2. Structural Calculations for Strander Retail, by Engineers - Northwest, Inc., dated June 4, 1993. 3. Two plans showing the limits of the reconfigured surcharge fill at the site. The plans are not titled or dated. We also discussed various aspects of the foundation design with Mr. Ali Bukair of Engineers Northwest. Our past services for this project consisted of an evaluation of the settlement and surcharge data for the surcharge fill that was placed at the site beginning in early June, 1991. We presented our evaluation in a letter to M.A. Segale, Inc. dated November 30, 1992. That letter also GeoEngtneers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (206) 861.6000 Fax (206) 861 -6050 Pdewd an recvcled Pena. ,:, M.A. Segale, Inc. June 30, 1993 Page 2 presented recommendations for modifying the surcharge fill to accommodate a reconfigured building outline, and recommended geotechnical parameters for design of foundations for the structure proposed at the site. Since November 30, 1992 we have provided additional consultation regarding the site development. Most recently, we reviewed the settlement performance of the modified surcharge fill, estimated foundation settlements for a portion of the structure that extends slightly outside the limits of the surcharge fill, and developed recommendations for earthwork, dock -high retaining walls, slabs -on- grade, and pavement subgrade preparation at the project. These evaluations and recommendations are presented in this letter. PLAN REVIEW COMMENTS The architectural and structural plans we reviewed are not finalized and do not have complete details such as reference elevations, dimensions of all foundations and full notations. However, most aspects the plans are sufficiently complete for our review of the geotechnical aspects of the construction. Mr. Bukair provided the additional information that was needed to complete our review. We noted that the foundations for the proposed structures are designed in accordance with the recommendations presented in our letter dated November 30, 1992. The foundations .are designed using an allowable bearing capacity of 4000 psf (pounds per square foot). Continuous wall footings are a minimum of 18 inches wide and isolated column footings are a minimum of 24 inches wide. Exterior footings are founded at least 18 inches below the lowest adjacent finished grade, and interior footings are founded a minimum of 12 inches below lowest adjacent soil grade. The northernmost portion of the structure, nearest Strander Boulevard, extends slightly outside the limits of the surcharge fill. Because of this, the surcharge fill has not fully preloaded the compressible soils below that portion of the structure. Differential settlement can be expected between the various portions of the structure that have been preloaded to different degrees. This condition is described more fully in the subsequent section of this letter. The plans refer to our letter dated November 30, 1992 as the soils report for the project. Reference is made to compacting structural fill and backfill pursuant to the soils report. Reference is also made regarding preparation of the subgrade for slabs -on -grade being performed pursuant to the soils report. The GeoEngineers' letter dated November 30, 1992 is not a comprehensive report, and did not provide geotechnical recommendations other than for foundations and for reconfiguring the surcharge fill mound. At your request, we are providing additional geotechnical recommendations for earthwork, dock -high retaining walls, slabs -on -grade support and underslab materials, and pavement subgrade preparation. These recommendations are provided in subsequent sections of this letter. a eoEnginears File No. 0171-025-R02 M.A. Segale, Inc. June 30, 1993 Page 3 FOUNDATION SETTLEMENT BELOW THE NORTHERNMOST PORTION OF THE STRUCTURE The northernmost portion of the structure, nearest Strander Boulevard, extends about 25 feet beyond the top of the surcharge mound and about 5 to 10 feet beyond of the toe of the mound. Because of this, the surcharge fill has not fully preloaded the compressible soils below this portion of the structure and the structure in this area will settle more than the other portions of the structure that have been fully preloaded. We evaluated this condition and estimate that the maximum settlement potential of the structure in the unsurcharged area is about 11/4 inches greater than the settlement potential below the portions of the structure that were fully preloaded by the surcharge fill. The maximum settlement will occur beneath the portion of the structure furthest away from the surcharge mound. This is in the vicinity of grid line 17, as shown on the project plans. We estimate that the differential settlement will occur over a distance of about 25 to 30 feet from the north end of the building. In our opinion, the distribution of the differential settlement should be uniform across that distance. This conclusion is based on the configuration of the surcharge mound relative to the structure: We recommend. that the building. structural system be designed to accommodate the differential settlement. Based on preliminary . informations from Mr. Bukair, this should be' possible. We also recommend. that gravity flow utilities, .surface drainage and roof drainage facilities be designed to accommodate this differential settlement. Loose or disturbed soils not removed from the footing excavations prior to'placing concrete will result in increased settlement. Any soft or loose material encountered or created in the footing excavations must be repaired. EARTHWORK Fill Placement All fill used on the project should be structural fill quality material. Structural fill material should be free of debris, significant organic contaminants and rock fragments larger than 6 inches. The workability of material for use as structural fill will depend on the gradation and . moisture content of the soil. As the amount of fines (material passing the No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. If material is imported to the site for structural fill during dry weather conditions, we recommend that it have no more than about 15 percent fines. If the material is too wet when delivered to the site, or of it becomes overly wet from rain, it must be aerated and dried out prior to placement as fill. To remain workable during wet weather construction, material with no more than about 5 percent fines should be used. GeoEnginaers Filo No. 0171-025-R02 M.A. Segale, Inc. June 30, 1993 Page 4 We recommend the following general requirements to be applied to all fill and backfill placement. 1. All fill and backfill must be placed in thin lifts so that uniform compaction can be achieved throughout the entire lift thickness. In general, soils with more than about 5 percent fines must be placed in lifts of 8 inches or less loose thickness. Granular soils with less than 5 percent fines can be placed in lifts of about 12 inches or less loose thickness. Each lift must be compacted prior to placement of the subsequent lift. 2. All general fill and backfill must be compacted to at least 90 percent of the maximum dry density determined by the ASTM D1557 test procedure. All fill below foundations must be compacted to at least 95 percent of the maximum dry density (ASTM D1557). The uppermost 12 inches of subgrade soils below slabs -on -grade and pavements must also be compacted to at least 95 percent of the maximum dry density (ASTM D1557). 3. Prior to compaction, the material should be moisture conditioned to within about 3 percent of optimum moisture content. 4. Compaction must be achieved by mechanical means. Jetting, ponding or flooding must not be allowed as a means to achieve compaction. During fill and backfill placement; a suitable number.: of in- place.density tests should. be performed concurrently with the placement. to check, that. the. required compaction .• is • being... achieved. Temporary Cut Slopes Temporary cut slopes are anticipated for construction of dock -high retaining walls and underground utilities. All temporary cut slopes and shoring must comply with the provisions of Title 296 WAC, Part N, "Excavation, Trenching and Shoring." The contractor performing the work must have the primary responsibility for protection of workmen and adjacent improvements, deciding whether or not to use shoring, and for establishing the safe inclination for open -cut slopes. Temporary unsupported cut slopes and trenches less than 4 feet deep may be inclined at 1H: f V (horizontal to vertical) within the existing structural fill. Some sloughing and ravelling of these cut slopes should be expected. Temporary covering with heavy plastic sheeting should be used to protect these slopes during periods of rainfall. Drainage All ground surfaces, pavements and sidewalks should slope away from the structure. Surface water runoff should be controlled by a system of curbs, berms, drainage swales, and /or catch basins, and discharged into a storm water collection system. Roof drains should be tightlined to discharge into the storm water collection system and must not be directed into wall backdrains. No surface water should be discharged into wall, footing or floor subdrains. a e o E n s i n e e r s File No. 0171.025•R02 M.A. Segale, Inc. June 30, 1993 Page 5 Utility Trenches Trench excavation, pipe bedding, and trench backfilling should be completed using the general procedures described in WSDOT Standard Specifications, Section 7 -17, or other suitable procedures specified by the project civil engineer. Utility pipes should be bedded in sand and smooth rounded gravel, such as specified in WSDOT Standard Specifications, Section 9- 03.15. Additionally, we recommend that the pipe be covered with bedding material to at least 1 foot above the pipe. This bedding material must be compacted as specified above, but care must be taken to avoid damage to the pipe. Backfill placed above the bedding material must consist of structural fill quality material as discussed above. If material is imported for trench backfill, we recommend importing bank run gravel as specified in WSDOT Standard Specifications, Section 9- 03.19, limited to less than 5 percent fines. Utility trench backfill can be placed in lifts of 12 inches or less loose thickness below a depth of 5 feet from finish grade. Within 5 feet of finish grade, backfill should be placed in lifts of 8 inches or less loose thickness such that adequate compaction can be achieved throughout the lift. Each lift must be compacted prior to placing the subsequent lift. Prior to compaction, the backfill should be moisture conditioned. to near optimum moisture content ;. if necessary. RETAINING WALLS The dock-high walls at the truck loading areas should be designed as retaining. walls. We.: expect that the walls will not be structurally restrained; therefore, active lateral earth pressures are appropriate for design of the walls. The walls will also be surcharged by live loads from equipment used to unload delivery trucks, and possibly by stacked merchandise. The retaining walls should be designed to resist lateral soil pressures equal to an equivalent fluid density of 35 pcf (pounds per cubic foot). Additional lateral pressures should be superimposed on the soil pressure to account for surcharges. We recommend assuming a uniform lateral pressure of 100 psf for equipment surcharges and /or stacked merchandise. These pressures assume the walls are fully backdrained and hydrostatic pressures are prevented from building up behind the walls. To provide backdrainage behind retaining walls, we recommend that backfill within 2 feet of walls consist of free draining material. Free draining material should consist of a mixture of about 30 to 40 percent clean medium to coarse sand and 60 to 70 percent fine gravel, with less than 5 percent fine material. A 4- inch - diameter perforated, heavy wall collector pipe should be installed within the free draining material at the base of the wall. The pipe should be laid with a minimum slope of one percent and discharge into the storm water collection system to convey the water off -site. The pipe installation should include a cleanout riser with cover located at the upper end of the GeoEngineers File No. 0171 -025.R02 M.A. Sega le, Inc. June 30, 1993 Page 6 pipe run. The cleanout could be placed in a flush mounted access box cast into the floor slab. We recommend against discharging roof downspouts into the perforated pipe providing wall backdrainage. Alternatively, the walls can be provided with weepholes to discharge water from the free - draining wall backfill material. The weepholes should be 3 -inch diameter, and spaced about every 8 feet center -to- center along the base of the walls. The weepholes should be backed with galvanized heavy wire mesh to prevent loss of the backfill material. For all fill placed adjacent to walls, care should be taken by the contractor during filling to avoid overstressing the walls. Fill placed within about 5 feet of walls should be compacted with hand - operated or small self - propelled equipment. Heavy compactors should not be used within about 5 feet of walls. SLAB -ON -GRADE FLOORS We recommend that concrete slabs -on -grade be constructed on a gravel layer to provide uniform support, drainage and to act as a capillary break. The gravel layer should be placed upon a suitably prepared subgrade. • We recommend that the subgrade soil for slabs- on- grade .be. compacted. as described previously. The prepared subgrade .should .be evaluated by proofrolling thoroughly to locate:any soft or pumping soils. If proofrolling is not.practical, the prepared subgrade shouidbe evaluated by probing with a 1- inch - diameter steel. rod. If any soft or pumping soils are•present,, such unsuitable soils should be overexcavated and replaced with structural fill to the depth determined • by a representative of our firm. The gravel layer below slabs -on -grade should consist of 4 inches of clean crushed gravel, with a maximum particle size of 11/2 inches and negligible sand or silt. If water vapor migration through the slabs is objectionable, the gravel should be covered with a heavy plastic sheet to act as a vapor barrier. This will be desirable where the slabs will be surfaced with tile or will be carpeted. We recommend against covering the plastic sheet with sand in areas where the slabs will support travelling equipment loads. Because the slabs will support travelling loads from equipment such as fork lifts, we recommend that any expansion or construction joints be reinforced with dowels to limit movement between the adjacent segments, and reduce edge spalling. PAVEMENT SUBGRADE PREPARATION We recommend that the subgrade soil in parking and driveway pavement areas be compacted as described previously. The prepared subgrade should be evaluated by proofrolling thoroughly to locate any soft or pumping soils. If proofrolling is not practical, the prepared G e o E n g i n e e r s File No. 0171- 025 -R02 M.A. Segale, Inc. June 30, 1993 Page 7 subgrade should be evaluated by probing with a 'h- inch - diameter steel rod. If any soft or pumping soils are present, such unsuitable soils should be ,overexcavated and replaced with structural fill to the depth determined by a representative of our firm. LIMITATIONS We have prepared this letter for use by M. A. Segale, Inc. and other members of the project team involved in the development of the commercial facility to be located at Strander Boulevard and Andover Park East in Tukwila, Washington. The conclusions and recommendations in this letter should be applied in their entirety. If there are any changes in the grades, location, configuration or type of construction planned, the conclusions and recommendations presented in this letter might not, be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification, as appropriate. Our conclusions and recommendations are based on geotechnical data in our files from the development of an adjacent site immediately to the west of the Strander property, and on our review of the performance•of the .succharge.fill at the project site. No site specific subsurface.. explorations were performed at this project.site. There are possible variations in, subsurface.'conditions:from those.we assumed .to develop our conclusions and recommendations. Because of this, some contingency. for .unanticipated•.: conditions should be included in the project budget and schedule. We recommend that sufficient monitoring, testing and consultation be provided by our firm during construction to confirm that the conditions encountered are consistent with those we assumed, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated; and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other warranty, express or implied, should be understood. • O 0. aeoBngineera File No. 0171425-R02 M.A. Segale, Inc. June 30, 1993 Page 8 We appreciate being given the opportunity to continue to provide services on this project. If you have questions or wish to discuss this information, please call. t EXPIRES 1/23/4q 1 TAT:JWK :wd Document ID: 0171025.PRC Two copies. submitted.' . Yours very truly, GeoEngineers, Inc. -lima° A .7-ce-im.- Thomas A. Tobin, P.E. Geotechnical Engineer Jon W. Koloski Principal File No. 0171.025.1102 CHAMBERLAIN MECHANICAL CORP. June 25, 1993 Segale Business Park P.O. Box #88050 Tukwila, Washington 98138 Attention: Mr. Dana Warren Subject: Strander_Retail, WSEC Check Dear Mr. Warren, Per your request and my consulting proposal, I have performed a preliminary Washington State Energy Code (WSEC) check for the proposed new Strander Retail building. I have used the latest edition of the WSEC (which was effective July 1, 1991) and the "Building Component Performance Approach" chapter #5 for conformance. In that the Lance Mueller & Associates (LMA) design is still preliminary and the selected design /build mechanical subcontractor will ultimately perform the final energy code calculations; I have simplified my calculations as follows: 1. I used 1 /16th scale drawings for my takeoff. I therefore tried to be conservative in my area calculations. 2. There are several different wall construction types on this project. I have evaluated all the various types and feel the final "U" value for each will average less than 0.10. Therefore, I have used an average "U" value of 0.10 for all walls rather than itemize each for this preliminary code check. 3. I have used a glass (with frame factor) average "U" value of 0.75. This assumes a non - thermally broken frame and standard clear insulated glass. The actual installed glass and frame product may prove to be slightly better than this assumption. 4. Per WSEC section #502.3.3 "Alternative Wall Allowance For Other Than Group R Occupancies ": I have assumed an automatic clock thermostat and outside air dampers (economizer dampers) to allow the use of a relaxed roof insulation criteria. This must be added to the mechanical design /build criteria. My assumed roof insulation "R" value is R -11 (or greater) which calculates to an assembly "U" value of 0.0765 (WSEC allow 0.08 maximum) . 4926 119th Place N.E. • Kirkland, WA 98033 • (206) 8892375. Strander Retail, WSEC Check Page #2 5. There are some storefront windows allowed for as future. My calculations include this future glass and are therefore conservative if the windows are not installed. Do you want your HVAC system sizing based upon this future glass? Attached you will find some copies from the LMA drawings to support my "U" value calculations. Also attached you will find my "U" value calculations and resulting energy code compliance check. For the truck and man doors I have used "U" values furnished to me by LMA. This building easily meets code. Therefore, the LMA final design glass area could change (or increase slightly) and the roof insulation "R" value could vary (slightly up or down) and the building still meet WSEC. I recommend optimizing (increasing) the roof insulation "R" value for lower operating costs as the budget allows. Based upon my area takeoff and the above assumptions, this retail building now exceeds WSEC requirements. I recommend that you provide direction to the electrical designer as to WSEC lighting budgets. He needs to know if the lighting criteria shall be based upon multiple smaller tenants or a few larger tenants; or if the tenant size should only impact the quantity and size of the electrical panels. Should you have any questions, please do not hesitate to call. Sinc- -ly, Cliffo d S. hamberlain, P.E. (WA. St. Lic. #19826, Exp. date 3/12/95) Attached: - Copies of sections from LMA drawings. -WSEC element "U" value calculations. -WSEC building compliance check. -Misc. calculations to support WSEC check. By: C ` -c.- wasimmissomemmeasimmo CHAMBERLAIN MECHANICAL CORP. 4926. 119th Place N.E. Kirkland, WA 98033 (206)2375 Page#: 1 of 5 Date: (0(21- 19 .> Job Name' Smet-,vocry4 Location: I 'i k I L ✓a Subject: C-() 5 e- C_ LAMA CALCULATION FOR PLAN SUBMITTAL Address: �TTLAItiD �� �t ✓r �! �IndVLn Prt(2.4c_ . THERMAL PERFORMANCE CRITERIA Heat Typo: ctri Resistance Climatic Zone: er Assembly From Table i (Sq.eFt.) U Value" U x A U x A x 0T Wall 0,30 ' .1 5 3 (n(4.(05,. ((o Coiling /Roof r, pe Z. c c c '--a- ) 4587 Pf,P4 0V en. 14*N Ce 4,, b8 \s6-1.51 Q2 -\,(0 y2532 11'T' - 7/0 1 ah ,...s - 2. 4° (Is i� 6 z Li /_° CRITERIA TOTAL �i2•(o'l�CI Z 1� Slab Perimeter Insulation 'Front Tables S - 2 PROPOSED DESIGN Assembly U(1) Area(1) U x A U x A x OT Wn-�•.s • c, 01 0� 1 SO40z.5 SO/0.3 Z3 S. Windows 1usera r"-c `7 S -y' S Z81 --(n. 30' ZS • Doors - IM ArN T'Ll PLC" 0 ., X4'.1 3 15 X29 •. Z 5'q 3 '-T cc- •? Pct' x ,10 5 0 OZ_. (0 4 �1 z 0 Roof Ceiling 0.0185' l 24 (oGn0 crle .a Li-TO 47 Skylights 1' 4YG2t -Anl. 0.05 11557, 5 577. a 2Co 5132. n ) ) u , ID �, PROPOSED TOTAL (2) es Z ,L 1 L .4 S �'R. �- �� Sc tJ cc-k L i -rA w (z Slab Penmetor insulation 13) 1R- 11) Calculated 12) Proposed total must be equal to or less than the cntaria total (3) Must be equal to or greater Stan cntena R - Yaks CHAMBERLAIN MECHANICAL CORP. 4928. 119th Place N.E. Kirkland, WA 98033 (208) 8892375 Paget of Date. Cv (t ci Job Name: 5+40 g c'7'14 i !- Location: l u 1e- w 1 L ►4 Subject: U L c3 C- Element: UIUA CALCULATION FOR PLAN SUBMITTAL C/ZOTc. I / T —U P,vVL - SKETCH OF ELEMENT CDNc.R-brE P /C.1- -\\ $v4rr IrvtsL,; 14. "o 541)1/ W Mc:rt. Sruth (V2.° 1I/4" k6"0 70 Framing Ratio (if applicable) - ,ZS' A (e." (f14 1,'V�, a. °70 Material Inches R /In R Value R value Inches Thickness Solid Cavity .. - U Prm .4._ 02." o,19 1,235 r'� -rr rI L►4'nup 1 2� �! " 1•A 17r'.. Sru b 1 1/4-" G v.l TS mt.+ NSI0� .11.12.j I&.M D.14 5- 0 , (DS to b Summation R Values U ■1 /R 3��25 13,535 a Sao 1 o10 -139 U Value for Element (Avg.) a O,3\Dk (,0cb+ 0 UTSVA 2� D,o9Z9' Area of Element" a " Area of Element is net area after openings such es doors, windows and skylights haw boon trubtacled. i 41: CC.. CHAMBERLAIN MECHANICAL CORP. 4926 - 119th Place N.E. Kirkland, WA 98033 (206) 889.2375 Page#: of Date: L,1 2.k (i3 Job Name: S "f'Y2- +",Alto esZ 2'E-1'4(4-- Location: T a k- A Subject: w C- C/it U/UA CALCULATION FOR PLAN SUBMITTAL Moment: Dv 2 l�_ti�(b S) F r l r 4 S�i p.r N r` Framing Ratio (if applicable) SKETCH OF ELEMENT CLEM CNT PL. 4srC -Y'L #i-Ti I N S CAL 01- T7 `'\ er 1 t. FiLleAuki 1125'' %!' cal ' ��Y4IN� 0 Thickness 14/In Inches Thickness U Value for Element (Avg.) a Q. Sq 1`Z o -t- 0 1 al 333 Area of Element" • Area of Element is net was after openings such as doors, windows and skylights have been subtracted. ly: C Sc-. imminampainammaraissim CHAMBERLAIN MECHANICAL CORP. 4928. 119th Place N.E. Kirkland, WA 96033 (206) 889-2375 Page#: of <— Date: C 12221 q 3 Job Name: �TY. -4-A to en- r hf I L. 1 L-(K -w IL 4 (� S C:c Location: Subject: U/UA CALCULATION FOR PLAN SUBMITTAL Element: R O O I fl G SKETCH OF ELEMENT t.wLT-UP 1k0O'F1Nca 1\'\v-7z- R.cL-p.1ks'Finut N1 c r Par- c. t< \-I Framing Ratio ( if applicable) • NIA OTC % P4 M I r Nt)r 14 4,4 6 Li s F . -t.) co e Lco. Material Thickness Inches R /In Thickness R Value Solid R value Cavity duTsioc 4i2 'FILM r-- --- — 0 i 7 lz..A ii_.; -11 P 20OP /14U `• -- - 0 a 3 5-- RI R\Co1 D In1SUL/�77cAI -ir.� 4 I/ `-•— 1 O — . e_ ^ �c K —h — M °— ' 0∎ (.1> \ ISICc 1V2= .�It - � - (_ V . Summation R Values \ Z i-114- U • 1/R D. 0705 U Value for Element (Avg.) is Area of Element" • • Area of Element is net area after openings such as doors, windows and skylights haw been subtracted. M In-/ CHAMBERLAIN MECHANICAL CORP. 4926. 119th Place N.E. Kirkland, WA 96033 (206) 6892375 Page#: S of 5 Date: (o 214 { a Job Name: CTR -it-)t c7L Location: -r-k-A1c- w 1 1-14 Subject: ().J S L' U/UA CALCULA11ON FOR PLAN SUBMITTAL Element: 1 R. U \7)o 0 le- c SKETCH OF ELEMENT t jN-L 1�`I r AcK bOO? NI 16,1,1 b nom Framing Ratio (it applicable) • Li4 Material Thickness R /in R Value R value Inches Thickness vIA U i 1 0 Summation R Values tA9 0C. 3. - 1 2.2.L..+ U Value for Element (Avg.) • 1•AoTcC, NSc.f r2t,. Jr Mrc0/' , t\_. 7-A rf M rAC rai+,.0 4 rzi/L. • -T M 67r Ftft. t/ISLC LI = 6114 t { Um •t, %O. \� M r� nl " Area of Element is net rea after openings such as doors, windows and skylights haw bosh wbaacted. Area of Element" • 4926 -119th Place N.E. C BE MECHANICAL CORP. Kirkland, WA 98033 (206) 889.2375 TA-iz_65 6 FF tr> o op & 4 CO-Le 0• Paget \ of -Z.. Date. 6 /2-z-11-1 Job Name. i:L01-1■10e:42. P -h— Location• TA \- (Ai it r- ✓ Subject• ?il.) S Ls C `eJ 0YceyLrf- A-•^1C = Si3O * 1 Z37:+3/tI + (CoIz +3C v +- a + 1 zq •Yv t 3 ° Z 0 4. OO+ (2'6 + -q(21+ 3cl$ r atl f )30v '340/ `o sc.) = 1S %, s S4, F i b z2c)+ le-L- 4-1 vSBO +m es- t 23O& +zesao t Is57s,5 + S-ta,sGt1&S74 \13089 G%& P-oo 15`76 + I t -5 os y = l Zd rte G (loss �r}- [.c._. �►� G� , �Dd�Qs l c.7 ��o� (-4) car N o y 16 t(14 * (o l 4-161" - )t Z7-`(/ _ '3(42,0-272,7- `lCo'(5 C �ev. Te c- roN WOW (cost \ a s - t 30+ \ o vaof or \Qd' /z4- 22 ' �C cco•sXZ� _ 3‘TictB.S° c.) �." /.Sr L N p C (cot .I s % 049 y3y l s l + Ito t to+ I ss) -/ % = ci() w A- i -c.. -j c---rw `t`k) (act C et r A-I',/ G'&".0 vi) C woes? t I c) ' /i (4 ((P< /. 217' G'/7-' = 1HtO.S15 e� C� Vc54, ,i-r4i c if-DP/ n em/4 -c GU /He_ Q ot4Ico∎I yo.a + (r,4 ?J +G4, +lo> (v MECHANICAL CORP 4926.119th Place N.E. CHAMBERLAIN 1Y1 C,('� lrV • KIrkland, WA 98033 -- (206) 889.2375 Page #: 2- of z- Date: ( 2-21 C Job Name' s o - P 7'4 iL- Location: ((-4 i '-tA) ► - i1 Subject' L&) S -z -F tP�ss C,e� ►g = " ce t 3I7 ci s is 7 /41 3s) WIt\icoot.0 .0 04X14't11144 = A /°w t P�✓A/A /Cro !ru,2d Ivy W = S 7eNrA. ..: + 5(5-0')71- '1 (1 ao a s� - Co @ / sv 1 = goy T c YO rz,s � �-,-�- @ q' 1.10' 540 5-) "Ar Do eZ.C... 14a �G> I O (2..-n o ^! S o F G J / - Clv %)L`/ e /LS "ss vy 6„5- rt/ � y S c= l� '/ /k-: ►.t ci 14-S G ✓i-si . )1; A- S c o L p0 nj ;YI/f! i nl o 2 C.( V i4 .c c.t e.r C( A-A co cyr ` ►`� W A-t — S`/STL -wts • A-sS c wt GI- . -c &L c L = O ► 1 0 M 4s4 oFi4Q1/44vE G/24.n ,'Di:10a4 t E 2, < 540 +3 / r'rg5'= SO►�'OZ, S` CI CO r1/1 1NGP (Lt.) "t nl!»4.J '4" VC,U Z� i -V�;r cogs- �/`!/1 -� �t /`o Vhw,ss 17en s c= c. C 5" • Y 57C, 3i1 (,,75)+ 54046 �s s� , s , l C->ra . e-4 _ 0,t47 (kenz-y-z:ThLA,,,i WS AL (AB �0) t•D • �S,ss2,5 -9 • "TO Allles P. MlL. , (Zp,f„AE P%CHE sc,FFir - cem. CO N CET PANex,. Cets:AeNT PLEsSTeR 01•■•••■••••■•■•■•••••••••■••1■•••.. L SOFFIT T 5E% 1OPJ2 5IX 31 CON CR VC: COLtdm OFEN i/SIZDRef RON T rtoJ pU I LT• U P OO FI O G FAD I N Li TIO N Ili a: 41111111 II1111'11IUI M E.TA i peci< c'4 OFeN jgsT5 ATTIC SFpsct; Sr z i N K L1L R G7 11 4- 11 Ali' I N Sul..,, ON, MT Mnnnva�u� -, IT012.1T1TiTATiTalitt1311.011111111 FA"NT FLASTE.R SOFFIT S-�-urzcreo N r DYcv_iff O G • r. SUSpEN D ED CLe, 2(o' p,FF UNpER mNA44r PERM ,i r S 1 C p-1 r a -4 EIS LNG, - 5r,411-1 \Colt. It1S L ► (ff_IrJ 15►-I UNPGR TeNP•' • :iiiin tintttanti imslie _ —_- =a►un= = •1017 c� �FP ACCGSe, cofJr. TO s GN B,ANOS r —S Y2, 2) f CLESS 14111c, - 4,1z N KLrZE2 II 4t_ S r IMP ..1 n' IN L.pr c 6 cet6e..0 cAr4 c.GHr • • r►r.: rerauene mmuigad rm►Zitapj �1� 1ll'��ififP C CSM ENT TR.A.STeg SOFFIT 5HFV I revEis. S, r11- • 4 • CON CCtem COL . - i - -- �-�-f- ot) -r DvE-7,21.4 P4 G err /).■i PRE PIZ M eD MTV• , PPS1 NT aA , MTL. REG-67 w/ ~�f couNTeR45N Itrt So 5USP, CLO. UNPCiR Tt;,NANT PERM VA-QS e:cridu "4 " •I . gooF oN P1610 INSOLATION MeTAL DEA< SuSraNDeP cLo -24/%0" AFF IN Su 110.10.1 .7. -01 0 4- 21)(22 MIP, ACC-SS 7 MIA Re=c-r-,,eo omiLl&ur C 11 ttdr co.IFNt (2). 41-A61 9i<,11..014T5 ir) cem. rt.p..TER _FP;IN 1 CCIAGNT FLASTelS LsoFFii 13eyol.J2 core coi..ymtsis- 1.1.,M,MUU-ONS TO AU r'1 t oF As.CuvEALS SR:)KeFRONT Lzajt.z, 9OONI...iGmTS - Muct-I ts$ mout-ri 11464e.go 11 wALKwAy 5t..0fS 1/40 Mr< PT coNcFe.T5 COLUMN sc. OPEN) 2 gia■•■••• Lel - to VYALL SEQTION A //64.i welt w. 11.011 0 "m 0 «1 • G , F,'?N.L pUILT•UP 1zOOFOC7 FIGiO IN )LATION • MbTAa IiiEGK CN OFL-N uc srs " ATTIG SPAcr: 5pf?1NKLLIZL12 `IYP, BAT INSVI.• On) CONG, SI,.p.P ON GRIGG P-R •LINE 0 • 0 M R G SSE 0 bOWNLIGN T rt 4.1 4.1. 0 cEMONT 9..I TI:Iz SOFFIT Pottr KNOCK_ UT coNC. F}NNLLa ro(z Fcr-hleLtr 5T0REF'W,JT 0 -0 0 0 fn :WALL SECTION C/ A4,1 s /e " = I o " ]1 I;Iliir .•Ph_NCL 17 2Co' f.F. c-. I'ANE� vtCt- Acc.ESS y n11Nt35 1: GOt)T. llu.• <. TO :v1Gt✓ SIGNI3AN1S CSI Til" V 14:IJL , l'AN 1L-NP•T --1 :P 9 1.0 • 6Tn INIg..E:(?62 EQ . GO ej -O' .€ C 51M, G1.0" e c. ($/�1T INSUL 2 WI� cp. +(2ECESseD / OWN LIGHT 7 r IA let 411.1 21 -orr ALI< 2' -O 4.1 • 0 N ■ o o 1r "m_ SNlov� -1 PIti15r -{ED C,oNG, cJ1AIrl G-r-rt ) V WALL. ScoNC6 COUIMN5'0 .FWOR_SlRIP LIGHT • `C.MENT A,AS1eR" SoFPIT 1n'/ Si-IN-17N RcvEA. -S, rbtr �- WALL 1ouNT LI4.1dr( 1 x'11nR>i CONCRE1E COL. SONG. WALK S 0m 1/411 / Fr 1 O O o 1 c, 2'-(a" . lo'-Co" 2 C SIM. 0 m (vER w') V' V'4° WALL SECTION . C. ' & C SIM r 31 A4,1 Bl811 .1,- O 11 01 11 u sI mnuwsssnduuwam1muirwrl - FILL VOIDS FIRE9p+Fi G SUS(, CLG. UNGER TENANT FERMIr nu Q I errt h_s PF-R.Mwt' CQNG, 51-I pR WALL. i?a r7."x\s METAL 5TUO5 E 1.4 "oG SLAYERS - Gwe GAM SIDES HOUN ASsEMa-y PER uac iAELE. 43.3 ITEM No. I5 -LIB 15 -1.2 oz WALL 'SEQTIO.N *WALL .SECTLON B M,2 '3/8"' 0" 5/91 z11 -0" STUDS :5 - GAO oTN BIDES AssEMCxy .3c TP.91.e. 43.B 0. IS-41,15-1.2> 3. NE 0 0 SusPENDCD cw. ie' A.F --- uNGER TGNPNT M1 -4101T �FIN►5N UIJP' TENpNr FERMI r 0 0 AWM• MUL.ICNS To ALIGN AR1Pc eNT RSV P'.S TAI 610 oSt.t-Krov A ION B S'- e1"51M. GRID 1703 :.WALL.ISECT]ON D'• A4�2 L E-� SUSPENDCD Cl.G. le' A.FF UNPER TeNPNIT FSRmIT .' F►N►SN UNPeR IL NPNT" rerun► r I 4 I 0 N 0 0 WALL SECTION E A41/- 3�e "-1' -0" -r H `‘. . • • • 0 d9.10 , • ■ V VYALL SECTION F NCO (�m to cu (a • 43 M o a) cn w o = L (1) 10 (a " E ri o :13 cd .a)(0 0 m ;heat A 11111 lancenauellin G. eissoCiatet; 1 .7 ET rpriPpeci la s •'=1 Lelir" date IMO 1 1---- . 10.4.4.44 1- J _ _..._ Otos yo. 1 • 18! .71:111 • 614i ••■•■•• • MN • 111111111111111111 111111111 IIINIUIMM 111111111111111111111111111.„ IMINIME11111111111111111111111111111111 11 111111111111011 minti• 'Jr 1_11 • • •••••• NE •••••••■••,•••••■•■ ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 1-- L . `r��-y� JOB NO. JOB NAME 6I N�JC1C -. a I I DATE 6,-"1-1"3. SUBJECT SHEET1UVE1L -OF BY T, a Zu '51-2-d CIO iz..f -. iC PtLCUL.Pr i l oNs i OlZ., RECEIVED A N,D K RE1A L Ncam, W cLl- Assoc,. (3o LAKESI Dc ScA i +lam I'IA 9 8I L7 '/C516IIJ �ZIICIZ1l�'i U6 Coif 191 & 3f Ah �sr R.00r LAVE 11 ZS f uTut , 1€ - Dtffl e, '� LIE 666MIL 2�n1-e, 3 80 M?t-{ , ExP c' AIL°wk3Lt Sore Zoo I�ESI�� cAiErciru Foolio t, FUi u MEi: JUL 1 2 1993 l�NCt PJI►�LLL�J 6 xoSOC. RECEIVED JUL 14 1993 ROBERT FOSSA1T1 ASSOC. 53 t- 20 ?A(6.430 Io►3 50 Ps 4-600 �'sr T3v F M CITY 0 TUKWILA JUL 1 3 1993 PERMIT CENTER ,a ENG I NE E RS -NORTHWEST INC. P. S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 FAX # (206) 522 -6698 Joe NO. .JOB NAME 12 ►'t-t l i DATE SUBJECT SHEET I`i OF BY. ooG' (.oirO,S V $ cJ 'Zdoj Z • Z nerEDYL. PaJK.- I - 9 Ccl uNcq Z, 6Pa.► Z.�, Sao w o't Hof. 16.0 gINO , sr ENGINEERS - -NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 .JOB NO., .JOB NAME 6R •% a___ DATE SUBJECT SHEET OF OF -Ely Alb ' :65 'P ED Sl (aft G. -6" '3/C. 50/4" " . S k • -S Cbi • Agg, = , ?.,1( 1- 031 rO► ,9%t -,. 2.4c:P VJe . r ,216, t-oziel 9 18146 @ ( 1-0N °A. .301/175 22144 .3oLk2.1`j 21k4. eta .61 / • 343/ • I $S' t, ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 = SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB No JOB NAME 51'41V0O DATE SUBJECT, SHEET OF BY ko • 30"1)" 1)216 rJ 1pi l PIE a s ?tea iJ = io ? (6 a'f 0) ( )(3o) =v/3 coo L'1 io • 1.K• 3Slr0" rVL'(b vJ I0tfi-1, • . °ti) (4) (is) t , o s -sa) 3 30.. 1 ...�� 32.j Trig vJipct -1 • g".(01 ig p W lb 1. 1 1oq( -i)(5 + 16s466� = 1'tt 601_0,' 4Iocc too Q1&• ��•(oN '`(k' ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N, E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522 -6698 JOB No. JOB NAME �j�! (IhT�U DATE SUBJECT SHEET OF BY Af5 c-) I 7= 6040(334o) (�. ,0(,6(c.(0) 4- o o • ri 11,t & w%o t-( . ? oy t (31.x, -) (g.J) , oki ( c -1, tC ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO., Jos NAME 5II C 12.- DATE SUBJECT SHEET_OF 69-ID Q A = (• o fl' (1°'1°-1 /L) + 0111 (2,1/41/2) - • s k// K1) (v(/ - �Z6)c-, ,11 C. S) (211) /Z,= Il•S rje F 1.1311 • I, IK- /i , �yL b = 1,1) (2.41 61128 Sat( (2.)oob)(31.; . DLL &PA o b0 co ® ao' g'1 ill ( -o`I 1 \ (30/2, ; • 6Z 1.(3°)/6 • `oL-I 428 C.(,2)(3dt /2= 36IL -I Vile = tC12o ,1..o 1I 302. 6 r %oyC'12l��.'_ I•I� 1313° 3 �y 2goob 612 11 BY '11.15• 011 vJI x31 P =s' 1%1 n.= 93 -�� i1b6 vJItox31 • 3 Wibylo (()c c. s . �S C U\I I , X qa ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 (206)525-7560 - FAX # (206) 522 -6698 JOB No SUBJECT JOB NAME 1 Il.fll`4" `(l. k'= (�, a it /• ( o1! ) (3n /2.i + 403 = • by K./, o'n) (612) - ,3I?-/' AA , Y i)17s!, $1,14.-1 0111 (•/2,W611 )(I, -,2/7. �'Sk'I DATE �% SHEET 2L OF BY v\h2x C 27.S �1Sc w121(1�. ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 JOB No. Joe NAME . 1 )111Ni ;a- DATE n--� SUBJECT SHEET /L 1 OF BY 3a 'r ' 5'?htQ GroO (j) = 131.Sx. (64Ipet aua k i, L) .o . AVIiNt. LOAO ÷^/b/' JO • .43 ?-; i1Z.Y KIN X 68 O t Z. ZO . I , Sx t- AY, , (K = 4.0 i ) N) = (3-1.5 (s - Vi k 1 0 - (1)(I2x0). - 31.7 < GL = 1?-b. 1 & - -3 C &.= • r q•aS cc 1'4.r= -538 x34, . 11•361 rex :10Y- Icy, lk r 2 kI31'� a 13 ICS ) : lak(A._ g.1 '4' 20 -1 1CY 't� C 13•1 t ( 1 6A() _ . -1 -1- .3 =1,01 < )1/1 IL r �^. _ rex I�IC 19.3. 6._ , .- 1 n, t, + r X ski rx. Z►•G LI.(. z) o a4 . � 4 4. (.0(30)14 = -4-0)1A7)C ttp( ••r"1 c1,ot •11 -\.. • 3 0,34 = 1,1 4 '1/3 atc 21.1, ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, ME, - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Joe No. Jos NAME I)Z.N0() E12_. DATE % SUBJECT SHEET IN OF SCAN L.° 41tto Ci' g-em t.1 Z = %K. fit( IAI2Y' 14 •Z 5x,= «t{ rk b AkItru ( r� 119 0IN CI- IA/ Is .6s rY h r h Ax�(r1, t 6envb1A4 M . _ (ex.-7o -6 c(,,, si8 I(c, btt (1)('I\ ÷.26... .12 0/3 11,1 tS•I, . < 'I.3 at( . 2i- c. 4'1 (driu11 to = 1'01 Yf ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 Joe No. Joe NAME >►Itf\Tn'ri_ DATE SUBJECT SHEET 2°1 OF BY 46. &71,1,1 ii() i ILY w 18 x 5 (A =i0.3 5,1c = C1(6, (x. = Tog Aint... Lo AO NI = Y8 6-IC = 3(,, K -` 7,04 rit = ,V$�(3(0)= 1-�,�110. 7 10.3 %C12) : 7,S' II 4n 1 ' 1. 7,S I ID'S. 0,A)2.1,1. 9.;+-Nc. . _ 476 Z) Mon_ •t l 0I 9J4 • I k- , c, (31)16 = 13 Te. ,c3 +,ys ,98 < 11/.. < r (+S• 5 t3 *)12 /s-i,., to ri � 1.3, t toC +1 a ,s3 ,��'= 1.x`1 ,<y/3 _old 17S �_ 3 ► a = .9z kj.ks it.) I nS- I • \'• ENG I NE,ERS° NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No, JOB NAME 5-0 Ab • DATE SUBJECT SHEET_•_OF BY AID Q.= `11.&' k t I c- >. D= (,016)(.3' f .17,= ►/io �' W tuz. (075) (,3d) - a15•4► WiL= ( -3K /i = Go' a� eau.) 11� c.o I.3 toO* 6OS k -I 1n13o X I I � 3 &y (21000) 01-So) u •=-.) kto DLL. =- it , -� . /4,1 I'3S i tSnn% L t DL. ilk, (900 g = 210 k I (m 368 IL-I M,L a li. s = 915 k' I J 4. x (1).112.1_,noo) . c, 0 ,( cc. Or ti, + Cox _ ..� ! _. + (t (11.*� . = 133 1- , C9 = 1,02 ,<1/411 (.- r 2 /7.3s 1 -ILI- Z2 ¢1'46 t x_. j S1 i t .1 = , g5 C �3�•Z ,5 =3Z1 (et 2- :47=1 3 o3ox11t, Co(L- r�=l 31.2 324) ���3 5k 5z v�ohll� ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. JOB NAME 6110- 6EA... DATE % SUBJECT SHEET 2At (1 OF BY .. ot,s • 406 6 C) 'J N Q :,® 3&' W 7 - oitioh t .08 AL. . o �I aCh) . .1 Z t.t, �= 8.(3Al: ■ I213 (.72.5(1)2" .725(1 )2 • II 1L -1 • Z(zin 1.2pJ1 3�2 - CI. L (stet (r L) (-f ) - , j ' 6m -K (t Elul b : `fS[ ri = ("041) ( {- . Og W = (o4t) (1.0 /2) = ,62xd, 'kr! 9/c I 1 (41, X gy NIL- 686 vJe 4 : g c L) R �q6 y �,,�� 0. I, o' s0.y1,j ( (Ink). 1,1 JihRS 5iN Cr, )047o) 1.19 1.1" ZS a -:�-j �/q.6 , C� I A.. ItJ u ,-(7 aA;g• talc, ,y710L. 11tSJntc. ;�1h1h111 dk: wzYxgy. L ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-75601 FAX # (208) 522 -6698 DATE JOB NO.. SHEET /2pp -) 2- OF JOB NAME 3i N> BY MIAURO NO. A4-- DRIFTING 8NOMi ON LOW ROOFS AND DECKS Notations Sec. 2316. a . Roof slope expressed in degrees. B l Width of projection measured parallel to ridge, ft. Minimum assumed width shall be 1 foot. Snow exposure factor (see Thble No. A- 23 -S). Slope reduction factor. Wiley design coefficient (see Figure No. A -11). Density of snow, pounds per cubic foot (pcf) (refer to Formula 21.2). Ice splitter horizontal load, lbs. Ice splitter snow weight, lbs. Height of balanced snow Toad on lower roof or deck, ft. Maximum height of drift surcharge. ft. (refer to Formula 21-1). Depth of ground snow (as determined by the building official), ft. Difference in height between the upper and lower roof or deck, ft. Importance factor (see -able No. A- 23.T). Horizontal distance between projection and ridge, ft. Minimum roof snow load, pounds per square foot (psi). Basic ground snow load, pounds per square foot (psf). Maximum intensity of the load at the height change, pounds per square foot (psi). Horizontal separation between adjacent structures, ft. (sec Figure No. A -7). Wb Horizontal dimension in feet of upper roof normal to the line of change jin roof level, but not less than 50 feet, nor greater than 500 feet. Wig . W1dtb of drift, base of triangular drift load, ft. X as Vertical component of roof slope (rise), ft. Y . Horizontal component of roof slope (tun), ft. TAM.' NO. 1e-23.8 —SNOW IXPO$W%t 00RPFICIENT (C) s 1. hoofs located in generally open terrain extending one•half . mile or more from the structure. 2. Structures located in densel forested or sheltered areas.. C, C, C, - D- F,- Fr hb hi - hs - h, /- L P� - Ps - P, S 0,6 y 0.9 3. MI other structures, 0,7 'The building official may determine this coefficient for specific structures with special local conditions. For Alaska, Arizona and Ilswali, the coefficient shall be determined by the building official.. 'r .• .r,..,, ., .- 1.0411..1.....1...11...1.11 1...1...,..............1. r .. 1 n *kl, 1/\iI.74 1 i ,5Mirt,l.y . )�i ENGINEERS— NORTHWEST INC. P. S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115,- (206)525.7560 - FAX # (206) 522.6698 JOB No. SUBJECT JOB NAME gres-ki•Jae�1� oloce? -0 o'fbil z' /4 2)C 6-beltit N W I12R0 tOU-C Cu &/7 X51 ro goBfo'rktJ( - sr , lG� ifnVastib* f'orw cogkr* Q wi *ON squ) @ 'Lh" 6 (Pik l ir( wits 911 lit, J) C': 1 4.11 -21-euokr. 0,xli 00ij4 C . ,ice) DATE +J 2413 SHEET /`i OF BY C1�1 HM(iCOO W ' 32�i atiaili3 5411)co (1.1s ma) III g-1,1`n `-- -A,r.4 3z.1 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 Joe No. SUBJECT Joe NAME DATE SHEET Rik/ OF BY fl ENGINEERS — NORTHWEST INC. P.S. 6869 WOOOLAWN AVE. ME. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (208) 522 -6698 JOB No, JOB NAME DATE SUBJECT SHEET tiosow COF BY (10101 015 43'1 614,0 , 4644,14 ( N ar sttowN) Y 1)4 b2 if( i4 No • x 4 -x g1 of /7 w�al- 3/ l Kiulr vfs t�A'fi ��tc c o0 )11(1,5)(1+1)* "f 1Ro rf c I,15 k ' ► k u m ¢ who I u1= 1,q 4-K- V16o0.t, 2,6(r- VM,wtil •wit/ ( l 413 6( 3.I)(3.5 )2(27) ,Lf5 Poo* Lon TD I, of MAX, _ 33.5 a (43 -P-tJ6 ENGINEERS -- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. SUBJECT JOB NAME gnaftCttbe DATE 4(1( SHEET 2It OF Uottlk BY I4S ir)D0(,wq. - 3Urce • �V,� Ila(3,75' O • 1.11 ' • . t+0 I WI' . -' i to .° 0 +LE( ;3t) C 1532 . 1-14)10S1 eN Si15(41)11' MI -- t 2, ` 74.414 Coo ITO t, ll 24- " 4:1-?-5 „ ^innhll9) 7 ■14' ¢•23 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No SUBJECT JOB NAME v lk/341 v DATE 444 3 "—(M✓2________ SHEET t 2il OF l BY 0 Kt (AA9 ( L t v W A- U too(ac).3 (I5) . 338 i19Alys -r UQ c 6 3 �r$ = o d.Ci. aliax aJ - )j1-.r ) (IZ) _ (5a1 ro,v+A- I r\ K 1131 I.I tAlt-one Ph" .+ 4 .t7 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 Joe No. SUBJECT JJoD NAM E 2 lAlLi2• sRfisztakti*-) ax(t/ Vee ?Awl 9L4-'a' 3 k• rot, 12111 r it , H i eij tfri MA' 114 NoR it„\-1,19(10)(11-04,e- 9„ X3:5 is i 1.14.1 � a? t IZl 5x 311(3 /bv C (Oa Ksi e old Lo( a -3 /t of ig Cor-Arg At tot d PAIuIL twos • toliJotelr. 'hl �►No0 wN N , Kusre-i of) 0 tk .33`' DATE SHEET BY tort r r m r 4ib Hio Mkt, Usti ,QU Y, U 510 (OW)(13) 5 : latg\ 463 (1, s)..= 3 0, t2-0 111,q 4— Oa/JOS() U 41D* 5404 XbriU) lnan �'t..l -'r!„+v��' ,1► nI� �i'1�11� /1 �Ir• ' r 5X3(LX 4 n r rigeft-iL 1l i g3 060F tAk Al co ektoNoet... WIC I'►'1 c 3410 (210`1-; cc/10! 6(9-57A z100Q(1'1) e3211 n It ENGINEERS- - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N,E, - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 FAX # (206) 522.6696 JOB No. SUBJECT JOB NAME DATE 01�j 113 SHEET gl G 1 of BY ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. SUBJECT A M E V M R--) oAS ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 JOB No. JOB NAME DATE t SUBJECT SHEET ` OF BY TAK Tv 4-I rsr X=1.3(7 0—,53t4.73, =‘,7)L ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Joe No, JOB NAME DATE SUBJECT SHEET X222 OF BY lM nit .°P I " rioc 1#(.0 .331(4:1 , Ii , � � Pa. 'm C.04 I, x •33 GR.) D (.gooc)(09.),3= egg C1.11,1,14-9 `..., ,, orpsK it,. 1+049 =o /7Y,1 o-r'i- 11/1, .17( V:(3,9) t• IC:3K�� a tz _053 = i� 9 !� 27t�1 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522.6698 Joe No SUBJECT SHEET M OF BY JOB NAME DATE ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. JOB NAME DATE SHEET az- OF BY SUBJECT Ii • 1' 12,04 14) 1-0144 LW WI 4.4 e otJoi Tlb CPU. I 83 0.131 M C P \ .1(6o) --01 ENGINEERS - NORTHWEST INC. P.S. 6869. WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No JOB NAME DATE SUBJECT nnmm,, lA O l% Wes- SHEET gi) OF BY 110,2 ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522.6698 rTh Joe No, SUBJECT JOB NAME DATE Q kO SHEET OF I:4 , L66 it* &lOalm?:.a tllc uJ 131 i1 l` w l'fx 7 i t2Sw BY Ae 'Lill Vie CV 6 ia• (11 i)(6, ) 1 tsgtrr%g)(, - ,3,t1 a k 6 x 4-K • q3 x l s x la o-- --'. t KO( 0e6?.4. 1111 : 4 4-4 wf2- (13(21.61 g x 2 K 3/ 4,0 14:12---014-. 1t,f/M I 137,7 (s,Lf -) b,6 z. .1(60) 19 (,2 0N Wk.( tt*Abt5000 /1 3,F0w)C1 34 73 • it .1436S--@ .4.15.,.x( ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522 -6698 Joe No. JOB NAME DATE SUBJECT SHEET 1 OF BY G.I I or.1 -- (0•, ? = (ozz:i) (a •C12) _ •3% " 341,6 'it'd' 'ICJ -6oL ik= 3,81K e, = to A)401.7 7 ASSUME. coNs� . I.6"1 „,„ = fie= ,1130) - t26 11 r 1 it 'G$g l 12.k ( "IXIxri¢ 1 C- "414") r 1 ; (49)(1147 -.GS) �,y Dui L)(21) USc YY.011 /4• C1iSL ` 74CLL -F LA i. 1-- 'b w ALL. I -1 \I= Lt (.C? � ro3) •'( = `i ioar04-3---\1' &oS = 3 • $I ti ,•c." rib 1131ILL). M ° (•34)(2.6) • 112,147" t T ,3`1 ,T12. 4 1.6.1 ?` = • E0E It (Jsc k. 3, fl. IIL'r 3I (,1r j- 3•Sr(si,i0 - 1•13 ki• " (•q41 - ) HEIL. of :IA. 1 1.4S- : .'11 <1.O riS DO • Z 4 t- t i (fhb W ifu) . 1. f.r-, \h .•\ . , ,,,Ic /rboti -/ i 13 D9.0 k e2b e =Lzs 1 = l•i ZZS L o 13 •103 ,38S C O(...0) (Dv .02) Si L DELL. M. • I?k3 (oze)(rt)Z7Z J-_.: 0144 Hit ,12,14 Wpb 00'1 YJZ• • • 133 r-11 Zo 471r 1 ki •`ri -_.d1 t,(I II1,I c) �k '- \/c • ENG1NEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 Joe No, Joe NAME SUBJECT c5pL510/.) Z---gotil)(3t)+.11(j(40 =g1IL PI= 81.1bIL - (1) /1_ t = \kale 11 7..") 1/4." 06u) t.D•)it( = 2434 (3)16(6 ak.tuo ?Lt. I/4 x ro ft A DATE SHEET Rz OF BY /f6 1, 813 .8 tIr' • Ott (A)1"..fieg KJELO S= 07 ' 'f 11102:lc_ 1/4 ../...•■■••11 2 Kt.) 1V2, tAO X116,, V34., la ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe NO. J0H NAME 6.1-Rfi c E& F-Ci � L DATE SHEET ��Qi OF• BY 71 S SUBJECT oc� wrmb 8a MPH , Ex? c • •Z3) i.(I6.6(l) a 0' L ?SC ��. SEiSMI . ?oNt (,3)(.0t2.-11- w ,136 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No JOB NAME cJ1OLt1Z DATE SUBJECT _ ' "n tf RB ®r SHEET �Y iW - qtrA01J ' fit ° Yo 32x.10 ---"1112.13,i, • t Ig001 ►bC 0° P1Qo 1 6d 4 wl& H H - 4-1044143 ( 2- OF Ivry $II('tW6,1 eve, :Ai* 911'0' r. V ' G W ,3(I 42.2 W • Y1(4) w . 6 VR .13$ �`� �lo,�� Imo. • w M� ����. DH q UIge- 1,14 = aabg . -to OP 51(a lii) = 20 6 at - ■061(2 %.3'f 4 19.0 15bu 108 Ib�O 24 • A v:. M = Ix-- 53 Ceti -tire '-W 1otrt ..l.Q. - PP+itrtrtioN 31 ,01 13.0 r ENGINEERS--NORTHWEST INC. PS. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. JOB NAME DATE 1/3 SUBJECT s (� —04.6 4.6 r SHEET - OF BY W4tt_qte.)-tleyto ® izto _ $'I I (• 1\4, 11(97(ala+) I R69 �5 w I hlE.Z.Q t4:1:--,7 5'4 No s W a 15% kb?) ^x { ,F VM V I0 130(10 l'-) o bg94 138'� q 2.'V 9.1 368 (300 13000) I13b0 4.1 -}4 IJO I- !ee- e-C© 51t4.) ak 160 Ino loCle) 1gibo Coq-06x .tags. gig Nz ENGINEERS— NORTHWEST INC. P. S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. SUBJECT JOB NAME C ilIvO CQ9e D1 4-1--Pp 1-1 DATE SHEET L� OF BY (_1 r" "' Al) DIAD40e44: curpc,wa .©leeNC.WMLc c* r $0 coo) - tioi(av) + .( &typo) + 6(taw) +(IoO((b) e.e+•) e W a u. @e) V -, l3 g'S01, "4-z%7 {"- ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 JAB No. _ JOB NAME SUBJECT _- DATE ` (:;'1 k3 SHEET.OF 414 Z11 BY Lein Roo 4_ 4000Al2-1A-. 1�3 � Dor'c +�149K• --z3 Z °� Mk/ ; R1,5 'fiktoDe&c, e 9,?.?2,0i) 'A0 (tao) � Ro'i5,1'. 110 (an) Ptiaot &AO i C'(2.(a3) t tao,13) t- 2C1o)1 $A tc o: I004 .13g,0 ER ii-(4-60) + to Coa' + mo(Ic vo) +1'10( 6,10,1b) Ott,Q6 LUta-aS e_j etot 3 Wa @C) , . 1 t tswep,O) *Witte. Cog exammi4nteCi Vot460.0 • ENGINEERS—NORTHWEST INC, P.S. • 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98,115 • (206)62S•756O • FAX # (206) 522•G896 Joe No. JOB NAME SUBJECT DATIt SHIMT .L1 gY 412 WALES = (.I) (UiZ, 4(Z1J1I,SU• uao ��ANI71LCls = (4) (t.t3\' 1?STAL .g66 IL Z0 I� V) (360) - 1 IL (01 It DL, C•o(8) (S,ioo). • IL 5 wM,t. = ('0 t(40iIhtlii4A) ( 4. iL >� Z:I'1, rJ whin - (.I) (I.'ao)( 'toTht - S'loo ' ! .. i fl ".z.ii. 121'(yb ?/P' Z26°14`( i .n 1 F. Jill 993.': ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO JOB NAME 117�,1Ol- DATE C - SUBJECT SHEET /_ '1�.� +.OF BY )LOH2N- 4 (re - 1\1.-S . rot �- C3ur'4tb 61/4( 0, u, 2- in ri. 7► IBS tT &fu n1 & RCM (gI) 22 it SiL &a_ . 7014z E & yor-) ?o ut v("' L 1 0a,6 51-tEE %Ip\rE i o? 5,EAm vJeto S, '1 *labs ?(-1._ St lit t , , iar�G' 1107 .`. erm v.16 e 12(6)( 111 v.\czD ? IL 9-ta) P. .CEI4 E 7 AUG 1 1 1993 RCJFJERi F €)SSA TI ASSOC, is 53�' j .12�' o� Type HSB -36 4 DIAPHRAGM SHEAR VALUES (q) (Lbs /L.F) AND FLEXIBILITY FACTORS (F) fr �f� "f i::f f` D AUG I 1 1993 ; , ; ti �,,;,1 PAINTED OR GALVANIZED Gage Side Lap Connection ,. ,,; .•4.4 ;.. ;,.. 'Welds Par Stioot,a ..ts, To Supports 4�' �'"•`pi; a "+`r a ; f i a�:t,k �;i ,',�iiG q , F -- - •• q..--7'--7 6''0" Span 7' 0" 8' 0" 9'•0" 10 0" S'•0" i. 15 , I'_ i ' 260 5.5+ 155.98 �' 310 :'':'' •7't r 430 5,0+ 56.111 7-480' ' 1'. 5 I 1 1'''. 240 6,9+ 13011 900 ,; •7 f 400 6.1+ 46.1111 '460•- Z _... , • 240 0.4+ 11111_ "Th00 Si r'11 I '380 7.5+ 40.18 '- 440- ,.'il;la ' 230 10.3+ 97,48 ' "• 290- 1' t` * ,.! �Ai,��yb['�:'�ri�';:� '" 370 9.3+ 35.111 430 ' 230 12.4+ 86,611 290" 1 .'f 11,;„ t1., ' !' 340 11,4+ 31,211 . AO'' .4,1: t' +: ■/ .. .; ';,� :'.. ?:; 77717 BP @ 24" c/c • 400 • ' • .' BP @ 12" c/c F 5.0+ 4.7+ 6.0+ 5.7+ 7.3+ 6.9+ 0.7+ 8.4+ 10,4+ 10.1+ 22 155.98 490 56.131 '13013 46.811 -(-53.57,--7420- 11111 40.18 v -» 97.41 x"'420 35.18 . 86.68 31.211 `"490• 7777" "7177' TSW @24 "C /C q F 5.8+ 620 5,3+ 430 6.3+ 5.8+ 6.5+ 500 6.2+ 6.6+ 490 6.5+ 410 6.6+ 6.8+ 155.911 56,111 13011 46.611 1118 40.18 97.41 35,111 86,6n 31.28 q x_600 "'690 7~600 .7680 _ 7'630 -68Q ,-, OF 7700- 690 "740 7.77777 777 TSW @ 12" cic F 5.2+ 5.1 + 5,3+ 5.2+ 5.3+ 5.4+ 5,2+ 5,4+ 5.1+ 5.4+ 155,911 56.1R 13011 46.011 11111 40.111 97.4n 35.111 86.6n . 31.2(1 q . 390 670 360 610 360 530 350 470 320 '• 420 ' '' > 'y +' % "''' BP @ 24" c/0 F 5.7+ 4,5 4• 6.6+ 5,7+ 8.2+ 7.2+ 10.2+ 9,0+ 12.5+ 11.2+ 90.08 32.411 7511 2711 64.313 23.213 56.313 20.313 5011 1811 q �• 450 ' 730 '' 440 690 ' 430 .600 420 , 530 ' 38080 '.,'111 ''-,•" f�+'' BP @ 12" C/c F 5.3 + 4,8 + 5.9+ 5.4+ 7.2+ 6.7+ 8.0+ 8.3+ 10.7+ 10,1+ 20 90.0R • ' 620.. 32.411 _... -790- 7511 -540_. 2711 "'686' 64.311 "520• 23.211 7630- 56,311 762x7 20.38 7610 5011 ''"'346' 1811 .�, 81b"1;'.'r,4'.' ''. •: q n„ r•. TSW @ 24" c/c F 5,4 + 4.9 + 5,9+ 5,4+ 6,2+ 5.9+ 6,3+ 6.2+ 6.3+ 6.4+ 00,011 32,411 7511 271 64,31 56.313 20,38 5013 1813 76d- ' '. 890 "750 '� 840 . 780 _2_3,213 " 840^ 820 '7860 ,w 880 3l)0 7•7777‘77771".f,..,• (177, '1" TSW @ 12" c/c F 4,9+ 4,6.1• 4.9+ • 4,0+ 4,9+ 5.0+ 4.9+ 5.1+ 4,0+ 5,1+ 90.0n 32,413 7511 2711 64.331 23,211 56.313 20.3n 50n 1813 ; q 750 1050 . 640 860 550 740 • 490 ,': _ 650 0, . 440 : '' 590 1' 400 ' "' 530 BP @ 24" c/c F 5,3+ 4.5+ 6.2+ 5,3+ 7,9+ 6.0+ 10.0+ 8.7+ 12.5+ 10.9+ 15.3+ 13.6+ 38,211 13,78 31.88 11.411_ 27.31 9.6r! 23,81 8,60 21,231,, ],fill 19�rn 6,911 q 830 °1110 '720 830 •630 ,_• 800 560 7.710 ;500 640 450 '+'• 580 ■ BP @12 "c/c F 5,0.1• 4,4+ 5.7+ 5,0+ 7.2+ 6.4+ 9.0+ 8.14- 11,1+ 10,2+ 13.6+ 12.6+ 38,211 13,731 31.011 11.411 27.311 9.011 23,811 8,611 21,213 7.611 19.133 6.911 • , q "'•"�'• ' ' "800" 771120 - x-760' "950' -730• 7680' •"'720 "77646 7773b' X930 7^1077195-6" 5-6" TSW @ 24" c/c F 4,9+ 4.3 + 5.5+ 4.9+ 5.0+ 5.4+ 6.0+ 5.0+ 6.0+ 6.1 + 6.0+ 6.3+ 10 38.211 13.711 11,411 27,313 9.011 23.811 8,611 21,211 7.611 19.111 6,911 ), q T^ T"" .' 1020 , ,1370 _31,811 ^1010' 1200' '""920 1080 '7860 _ 7766' X810 "X930 b `87tl SSW @24 "c/c F 6.7+ 6.1+ 6.1+ 5.3+ 5,9+ 5,2+ 5.7+ 5.1+ 5,5+ 4.9+ 5.4+ 4.8+ 38,28 13.78 31.411 11,311 26.911 9.711 23,51 8.511 20,911 7.513 10.011 6.811 7:7-(1-7.77 1050 1250 71010 1160 1040 1140 " 1090 1150 T 1160 '1190 '~°1250 72e0 TSW @ 12" c/c F 4,4 + 4.1 + 4,5+ 4,4+ 4,5+ 4.6+ 4.5+ 4.74• 4,4+ 4.7+ 4.3+ 4.74- 38.211 13.78 31.011 11.411 27.311 9.011 23.81 8.611 21.211 7.611 19.111 6.91 . • q ,. "1570 -1010. -1;170.- 71660 �' 1390 _ "1550 7i 330 7460 280 71110 90 17 240 l 346"" SSW @ 12" cic F 5.4+ 5,1 + 4.7+ 4.5+ 4.5+ 4,4•+• 4.3+ 4.2+ 4.2+ 4.1 + 4.0+ 4.0+ 38.28 13.78 33.411 11.311 26.911 9,711 23.58 0.511 20,913 7.511 10.013 8.813 q 1000 1350 820. 1110 :' 700 ' ` 950 ."' 620 , 'F "' 840 4.:: 650 lio 750. 1Y:' 500' d' 880v BP @ 24" c/c F 5.4 + 4,5 + 6.0+ 5.0+ 7.0+ ` 6.5+ 9.9+ 8.5+ 12.5+ 10.8+ 15,5+ 13,5+ 19.511 7.011 16.28 5,813 13.911 5.011 12,211 4,411 10.08 3.911 9,711 3.511 • q : 1080 !1400 -"900 +71170' "•'''y00 _ •2010 "• ^ 080 ''" 'bW j? .' i 0 ? `t316'r 773/6 7777N-' BP @12 "c/c F 5,1+ 4.4+ 5.5+ 4,0+ 7.2+ 6.2+ 9.1+ 8,0+ 11.4+ 10.2+ 14.1+ 12.8+ 19.5R 7.011 16.211 5.011 13.911 5.013 12,28 4.411 10.08 3.9R 9.711 3.511 q 7''7 ' 1130- ' 1440 .7-970- X1220 7.920 -" 1120' "-900 - "nor 7r-oir7'i316T 7trru p 71W TSW @ 24" cic F 5.0+ 4.4+ 5.2+ 4.6+ 5.6+ 5,1+ 5.8+ 5.5+ 5.9+ 5.9+ 6,0.1• 6.1+ 16 19.511 .7-1480' 7.011 "-1890 16.28 "1420 5.031 71700 13.98 "13 i If 5.011 771 630- 12.28 '""1240" 4.411 77-iW" 10.011 'f180 3.911 r+' 440 9,713 3.531 71 -570 . q-._ '7' ' ` f.4.7 i 140 SSW @24 "c/c F 4.9+ 4.4+ 4.3+ 4.0+ 4.2+ 3.9 + 4.0+ 3.8+ 3.9+ 3.8+ 3,8+ 3.7+ 19.511 7.011 16.111 5.011 13.811 5.0R 12.18 4.313 10,711 3.911 9,711 3.5R • • q- ..- v- ' ' '"1330"•1590 '71280" "1460 i 29U' "-1420 7:700" 77:156-71126' 1470' '16'lb' "i7{b463 TSW @ 12" c/c F 4.5 + 4.1 + 4.3+ 4.1+ 4,4+ 4.3+ 4.3+ 4.5+ 4.3+ 4.6 + 4,2+ 4.6+ 19,58 7.033 16.211 5.0R 13.911 5,011 12.211 4.411 10.81 3.911 9.7n 3.511 77" "" q.' . 2150 • 2420 "2020 • 2410' 1930. '2270 ' ''-'1860- - 2180 ?"'1810 721 16' 9 t6b- Mb6571 SSW @ 12' C/C F 3.8+ 3.7+ 3.6+ 3.4+ 3.5+ 3.3+ 3.3+ 3.24• 3,2+ 3.2+ 3.1+ 3.1+ 19.511 7.0R 16.111 5,8R 13.8n 5.011 12.111 4.3R 10.7n 3.911 9.7R 3,5R A . WELD PATTERN TO SUPPORTS VRnrn mftwirArT11nlun en ............. L I I r---• ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522.6698 Joe No. Joe NAME SUBJECT LA i OI fDft.: Lou 1611— 1201 63 ∎10�) e`f A,C IJ -S Di ftEc IO1J wlwp Jo 2 (loV(2 (24 i- Z) In) Ye ISM% Ito DATE SHEET Ln,,� OF BY 'in 3&' -GX lu 11vfiA 3360��IZ' A Ill xllo : l2210 ZoC {j c7 y (441-L.S C' I)C z 12 >(IIOxZ)) +0(n )6ao ' = 41? 'It-r 8 (61g) 12.66oL- (•o1q)>Nd\ = k WhiL C.()( +e)(36) =S8 L ( 0L. 'Jh _ . 138 (60 . _^ 11(- ItP 12� = C(°° t 1 Zr(34.)),f Igo it • 12,03 12-° I1 �� I`:) z. T 1 1'33X1-0 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Jos No, JOB NAME 3II1..6 1`.1)ea__ 2LI IN‘ L,, SUBJECT E = vJ bobalIo J .39 DATE SHEET I- g OF pp BY /1ri IzAr Dc.: (•010(ITho' = no IL r l , Otrik = � � t t) (I'I I) A-(13) (.(e0)- E • W _ (d)[(11-)(0%)3 _ _161 ZoG r Ill. = C• oI c(36o) - C 31 /'' '136 311 sl (.1%) (1) (22.X3 (0)) c IV— ?z, = ="13.4" C�lo�r n, M = •ri$(1062/g O 4'L( ' rl 1.t3X2.o Citc ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 522 -6696 • Joe No, SUBJECT, Jae NAME 54A'NDrri -- DATE SHEET BY L1 kb OF pc - Cai$) (Bann) _ 32=0 (461.t-S U14;2) (11\31gb..- +1 UoolL.. S�n'tIL€Ls (.r) (1'3 X14b1 -161trc _ g66 i( II ?v t1. - (aI11))(360) 1 1 w�ru.S = 06 0000 (01 It -411x(01 17L. - C'OIg 11(.1L t� 5 Nott. [(40-01, fli“so.) (7.1 zi 117 r J ( 1 ' 3 : ( 1 6 0 ) ( 111 1-1(.' p, Sao kite O. r. ENGINEERS— NORTHWEST INC. P.S. 8869 WOODLAWN AVE, N.E. • SUITE 206 - SEATTLE, WA 98115 • (2061525 -7560 - FAX # (206) 522-6698 Jos No. Jos NAME �1NOF-11— DATE BUEJECT SHEET 1-1 (i OF BY q- .2 ¶ 40'S lorS 'Rs- Dl = C•018) (2,54 °) 44 2 W u1/4)41t$, = ('I)C3L) (Ibo) 501'tsl�ll -tl. : ,('I)(i3 ) Ib� 114 IL. J�= ►13)(911 ) =1 ?-6 J0 Cq) 44. DL = (' 018) (161o) 21/'' whuS 1,4+2' ((do i'16t3a1-s13 21g r15AL�(� 1t I. I %."axIZpjr aail ) : -. ; 2 Aid . �C�o , rl ! ^ -Z L i . ! , ii ,; A 'I; = (S.We .+. (140(1(t 71-: ( if xii) .-- 4,,to I • i 1 117d + )2•°t, ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Jon No. Joe NAME DATE SUBJECT SHEET L12- OF \'D t / ' L , (4 r (,. : i (gOot - Ir1 lalQ') I111 k,-. 4444, = .I36(1'11� Zw , - -. ��, 7 )6Z",= 4s id"- S Wekr ,! r, F-tt i l 'h . I�)� • Kim ' ,1,1 1 VJMU. • BY 0 X .K, LL • 3t L = •� , 1.0-1 WI tip ' lf� 161 (O Zoe L 10 7 ,,, k °(; Yok- (i 111 12. I2, lZ I�Z I, 811 1,8 -11 416 •21ia •Z11i •S1 a- 817. • ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. SUBJECT k. Joe NAME S r f en,Ib cYL y�1f11.1... ® A) 01(LCYr\`Ct\ . DATE SHEET LI3 OF BY ih) 5G r I2. = i 842.)(io) a *6 ;1 RI L1 �1n aIA� r1f01KIs)+7.38 i4j' In + mot, n Igl u 669 Po 2,8 -f. Go Z To .6Z < if.;) (10 ' ri MDfnL`i �LErfl g± + 09(0 /z) 13 ;t 6,1- 7S k(S1r K • 24G ►J0 6 u b. G�LC�(V1 ,( 3 "`� = L 42 10_ 444 r A /t)(1 °)10) 1-.17- (q{.(3-,:( ti)(12121 , = I f tl -} 0100)3' Z11 14- tar. t 4o .9 61.3 11Sr 1(y; ss •1(Z K • Z'L dJ No &Jt4e. 2u2M4 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E, - SUITE 205 - SEATTLE, WA 98115 ; (206)525 -7560 - FAX # (206) 522 -6698 Joe No, J08 NAME DATE �( SUBJECT SHEET �►I f- OF /V1(N I M ,t ti11h (21 (LCr (E01 BY I"115 • 0 o ,SI 4 ' 1n10 (..o Tat ►J 5 A-CE. ALJ (No Id- 12.1 Cot.% ?JJY L Sir L,t.c G iLl t..l 4►fr lib E. D40BLa cU►?Thi MIN eiSe.Ier- I AL9 4 F IIS 'arcs =,00zrXBdoL 02. 4 G 14."61t. E Z etA - 8 kIL 1000 '&79, fox zAzd 406? (/C10. ( raIG] 36 LIL 'hL >2 u4 2°"- z c oLTh Il 12.E I►� �tJ iTt r S2. - 6 k, •Vj,NL i-4G,i4"fit cr ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. JOB NAME DATE SUBJECT SHEET Li C OF BYJ iw 40 %AT= 43kki (c,(, if,' f- eL4 ). 4'r a 10kIZ.` %oIAI- >Cc, • 3 eot _ 0032 l )() + ,"'C>ot 0oo)1 1 233�� ut. ='1lS1` etdvk /'4 @1`t " °h. cr Vk) If-Lt, 4 "°fc. Er OJAI. L. It) 4.0 = Ski/012-z' Ig 10 ►N �C�e3 - k = -no32.. tqK,(f (� 20 6)(4-47firo�t4,0u, i� )( 4adda =`Ifl ( nit < d� „9 6. � trr 1 FL-E. x■I ?..7C1Nht9iL�,L1M�'l� Nip = 4sett" ft- ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO. JOB NAME �tJnC�(L., DATE SUBJECT SHEET 1-16 OF BY 0•161,11M-s4//,36. Oa r'. r J (114)(3-63-4] 2$, 8C3.b } :sl(o (;o J ►7cSg�j►.1 f°6 1111')C4 4Z 11 04310U LOIK) . i r MY '(1.S- Moi 1131 • • ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 - FAX # (206) 522 -6698 Joe No. JOB NAME DATE SUBJECT, SHEET L11 OF BY 1CPJ r-ooii.,1 oiR SttO wfst'L: (? 4tuO Q Fpoira�i 1*S%;r -3 Q au Mal cANpii oo • 2zzok' s/ .4, 22o C33 �2� ��c ,1LJ 40 a ZSI illy 2S-0 g t-L) - SoaIL e . 28.8x30 4' $6y 71 � Z LL • ¢« it 30 ( O Ian w/02 • Z-, )(2-) ± Ali + Igo 3(92,1(. ate= 43X2. a goIL• 6 ,.., 4. A) . L ak_ t U k,' I 7?0o s-A0 t- gb4 log 4c2,1(-. ec l�SL� z3 4-Cz x 142. >1,0 TL- 3 k- ..��- 23=.' 3x 9 if)4(..CioS) 3,86 . < li(4) La) l lt i atJ\-t.. t DL g = ?loo fiSoo t R,/ = 10(04 -( ,.fie, L! ) 3c2 2,1 ) 1 _ti-Z' : 3,1... <I%( G (33� -r ((*to i^( 0 000 ) 3, 4S2. r1.0.04- 4ki itxto Z\)' f1 Jklks\MAt r ra 11 4e =77ov Soo = 0(4 Mc {.50.66).+ I Ig0 = IYC000l(--I LSou- ML n ow° = 14(QI 1,5 Mor 04.1 ENGINEERS — NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E, - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe NO. ' JOB NAME 5I ILfi1Sp L11._ DATE o SUBJECT SHEET UP) OF BY A' to fe l (w I ►JZ� 3,$(0 iLt 4) .50'1 lt- • La VI{ 3.270) ♦'��C�h)�i.vI60IL 11( . ( ) (z )cbsoo�n ) (72,x la • (s1./ S 138 (` I .► Al L(L c �''ih N Ini)A 11) -1- , 560.) ( �tro x 25,63 = SysJ 1, L -o r1� O M To 2 3' SM Jr41(11sr9E, root% ItX2-1) ,e0) S'e 1.2:1( 1, 0 si4 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. JOB NAME 541+N1i DATE SUBJECT b) ct«.k.. 9061t46, g• t i ° 47A1 ('331"2) ' 1i0o k' 1 rAiWtfil 4 2q111 1 1, 9301L-1 ��1~ a 131 C11 tt.) = .Z `1ffi� :1 M.AL L: x'4.8 ( ;o) 16'l4 kl 44_0 101(30) = 3bo k- -1 w VAS Att. Frfrl (sy,8 tto) + 2 ‘ t 5e 1; Lt 101 +tcl 2S8 la°►7U rJ 61 ' t.A Oknt, t '�L• 61 41a3`14.., k -1 G� : &(1�k.) . I -�`( >,,u 3rc = 3C13i. - 19 -4). 41 -Z• g _ Z (- g3) = 4 lcsr <1/3(4 i MI5 eie.L(g) SHEET BY L_i 1 OF LI 2Z. ►� = 28•Stt(o =;i � Vc.= Z��& t sl = So +4,- 4Stst, = to l k u. = 4.5 1-112 to) LIBiatfIL. (- D (V 1233 '1 32f Nl 12.33 =23,g I .Q a (i ( .�. ( •.6 1.o 3X = 3(1?- - Z� '>> - 31',5 } ,� .. = 2 (J ZS) 3A6 31•S lb C-- Z! L7 x12,' A $Co' 1 L' a DL t t_L LU i 'Ji 1\( aNtY� �- - 7e3 ' 1.3(.11-Cr 4 1LX$ Z) 1N 0A-0 11.3 6 /401' 12.331L-1 41i= ,8sr 2s(3() t 11-6(30}7. LPL It.. 2.o'ooL1 IL 3 0� ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 . (206)525 -7560 - FAX # (206) 522 -6698 Jots No. JOB NAME Sl I tC--- DATE SUBJECT, SHEET (-2-0 OF BY f 6 M I N t (e.f-L(24i7 IS 1 (.9) (%)(h4)L �. x,41 /N2- /b # CAc zoo ft.?" 11 EI.C(‘) + .0O3/q3g, zsIK- 4V C. $S'', (2) �omo ( 1 L X LL . 0 : Z ;qL Sono N!cp.. , (^I 0) 1.r1 jo 1 �L ^ 23'l 042--a zc2t� . (I7 3d) . ;Gs & -T c loi.. I I� 5 r 2�-� It ti X (ct k12._ h v. r2—,• 3/ /o 9 L W 6n) 6 ft 4i C.w To? ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560. FAX # (206) 522 -6698 Joe No, Jos NAME 5 gQATJnr DATE _ SUOJECT SHEET pp OF ®Y rJJs.J 5illftryk v, eriL 611.1D ® ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 .JOB NO. JOB NAME ..��J 1_111,1 L DATE SUBJECT, SHEET (-2,1 OF BY' t_tui-ei_ 6cto ✓1 O �' , fin.-- V`J hw Q2- , G4� 1L Vol _ 6(./L. 3'S V�iltll. u , j ° (52 N , K ) 63X0(0 — 1 0 .X 12.) - 2�Z.K• qv) = •138 (21;2) . 110 (1-pa21�Z, rlllol�`' 2. a 1a' aIL z .a/ 4 61 M• " Jw t ---.� Jai G) .0kInif)m2.Y X12, . 6411ILl'H a S. 1 (1° /It) (,lo)%L c (09 F►�� A ' Oo /L 00) Q cs.� tA - (.' 1�3t33t1 ,� (IL/ 0.3 4 I ln1. K - -J I%vk = •` [03.3 t-4)+ (,3- 01)(i5)� CI �1 A k •a' b • ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N,E. - SUITE 205 SEATTLE, WA 98115 . (206)525.7560 - FAX # (206) 522-6698 .JOB NO. JOB NAME ' 51UT1%6A-' DATE SUBJECT SHEET (-12' OF BY P E1 1 ' - 1' -oft-L LIA r-1 lc �K I r 11N U G u IZi/ i n1 S i2.,ast) �W •° /o x I ( )f l 2,- r (Zoo I rt Zkd (z�cI2dj( `f anc� /ram = Is2` E,,,1e:fr..3 .1 } 2-A-4 g '70J c La l Ai►..) t/14,1 I E INr Acv I Zn 0 J L/000 6 k. moo \J A ! s y k rfj, E y , 002s I:3 � MAY, A. ,002, °x8k1L INZ ZE.tNh ZE1C c> o2 SKO YL . * ,Ov‘ = eA.,1(00-c: i" (IA L) L.0 (Izoo)�3) 17(o-io .00u<40000� 1' E /e q. r(Rt. (/k -3 d� IA ) ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 .Joe No. JOB NAME 6I 1t+' -1 J ON% DATE SHEET in OF SUBJECT BY " )1011t Anal 16-1 kk. 11.P30 001) "' /Coca .. ('t) (Id)%k e_.003,8 Yy3 dots) (!GA 14) r 3. S •aL SS 3•S Z 1NZ, .". I (ado 33) + ,Z �.1g .1-660-1 �. 7176: Mk_. ,$f Ik6(3q�)`- Z &'k(`3 /L) - 2^13g . S 1 NCB iii ,1-'2,1 �tr3lsi©c ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522-6698 Jos No. JOB NAME DATE / SUBJECT SHEET Lv1 OF ?tc �M 5' ZDL + 'LL= 4s $ePrtu t-3 q, (MAYS. % j IL. t't 54E2.1• 2:1tZl1,1- 338412Coo =Cs1911- IZ+ 443 fdog �' 6`Ii -• VII- Ill : 4� 3x = 3 (, -- 10) L = 24 ( 611) = 4'10 1L4 't /. (q) 3373(,l0 b) , CA l.MAL k �L Al if* 5 �iJ z t C2.1 t 2.1 IlAr t 4). r' 2 ,t1-4 I 4.10 �. 3x p3(1 –{447. 20.1 . 18ss k_t 1 i 1 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 522.6696 tr- Joe No. JOB NAME e-- NAND k�&. DATE SUBJECT SHEET L2C of BY • f-LExo 4r. ' 3 _ I,I25 '/Z _ Z9,t`f � 1 , [ 3 1 z f I.31(t(Y.03Io ` (`�.iS)�`► c► (, et) (Iao) 05ptry)L - •oo`E'' .00P((I2o s•6 !co 41 L, ■• ;0 'L I'M PP r t)i- t. (4).11%- 311 IL • tii( . = (4 6) ( 3oo (lo X 21"`in =330/L. loon �'�tRIrJIC�L As toolg 012X.5 t 471 in) Z dl Pr, 1 8a ' I I 3'k - ��k(ot I w/ (! i [. v.1 g01 2 4 LA,...), Tie #& @awl. ‘51#•) TA ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N,E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB No.. JOB NAME DATE SUBJECT SHEETLZ OF 5ti L GIL%� 12 O / (44.42( 421 23 ' =1. a u elp L(. d �•s 3Y'� lo' q L' '1. - 3'1s z-o 16,4I(...11jN 1 't-• \7:. Jw1 4 CO. •� �' 138 60) =4'Zfq (•°146)(30(30) = ► �•�'� `� �= QS.2 ►� I��-- 60a--3)(1s)(0)= Z,6,3'- J 3x 4 X. 5 20' BY 31 S� wttx_ W , , (KSr 61714 4- XwNIL= Uo -iz tishIL _ mtE/1 = 13o x 31 = / °30 ri Vet. ("11- (to3o - qlio)( 4) = 3011C wMl- k. ek 'yok_ tt. ,1ia, fez %he% kIW v 1 IZ 6 :g P e p •3S$ • s 6 ; f y8 13'x' z, I-1 6.3 3Z,1 12 7 -s 1.6 1117. (.`i2 , SSG n ' 3-S IZ•a 2,3 42,1 Iil IZ 5 z'-j .I6o ,,4 •2k (.0661 to,0 1 -Z 4, 3 Z.6 , (`� '� ut,=?,Log • ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. Joe NAME SUBJECT vot,L DATE SHEET 0'1 OF BY SIro' W LL O (20o N c frYLY + 209- g/I 4'75)_ 11 = (8/1-1.)(6.7. = 1-1?- Akr H69[3Z-� ii 3A 539K'� ? 4,.y[4.Z3_s9 r■lo uiJt ectt,Y MDIMS (e 5=z3.yF-13 2 1= (8 /n)(T)`S 1Vk i,y Gg6•G k1yz =3`i I k, ?(A= vI [424 - 4g-23 = MIL tc- (21k >) gouNbmL`r J L f132LE/z) 3.3S G.a4l 33.9 t 47,6 4 C C° 2/fC to rAzm. ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. JOB NAME 57 nJ i) C.Yl_._ DATE QQ SUBJECT SHEET (-2,6 OF BY 48 tAt t 1. (J t.L. Si-o I;) (r11 N 1 Mom 1 c..Et N o (L c. ton& Eo 1 I' cikEoL I H p__ = 8 x4.15kI1,- ((8 it z• 1000 82K 4 � � `( is < 2ALr Fri SI N Cam, C� IiJi11N 'Ileo C-jl. r1iNS rib.n iTW = 8 0, Yri,c ibni fNiz ''1i VI ( 6. (0) S" " , c-olt_Th l t xSX1)= 48o „JZ 2AL� I 2C 35 IOC c� Coon JL I,it(i 1) (� . = 2Z1- <ZAd►Jr'C 'r S1►•11.1 t . CQZIN IN' Z) rn � r-ag■■ nn 000 41 AL4 c 7A \%,= (4.2 1b52_1-1‘1t1 3p 0- . ()Sc y0 IeffuLLC71; r>rJ a'I1, ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525 -7560 - FAX # (206) 522 -6698 Jos No JOB NAME SUBJECT 5Z.1N1Vb LL DATE SHEET 1 OF BY ►192 3411 Zv RAT- 11\10 ?arrAr ENGINEERS - NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 (' WALL DATA height (ft) 29.61 MATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored wind in (psf)= seismic,,, zone ledgerMOO= concentrated load LL(lbs)=' concentric load LL(p1f1= horiz load plf (+ inward): REBAR DATA Vertical 14 at 10.0 in d= 3.12 CONCRETE WALL DESIGN (version 3.0) 1988 UBC 12 :24:43 06 -12 -1992 po 100 thickness (in) •1,50 rebar (psi) 60000 24.2 3 315 0 0 0 NOHENT AND DEFLECTION RESULTS + inward Case Pu (kips). Hu (in -k) Top of wall 1 2.3 ' 36.4 2 2.3 -36.5 3 2.3 -34.1 4 2.9 36.0 5 2.9 -31.9 6 . 2,1. -34.5 1 4.2 -1.2 Bottom of wall 2 3 3,4 3,4 3,4 4 4.2 5 4.2 6 4.0 1 6.0 LOAD CASES 1) 2) 3) 4) 5) 6) 7) 16.6 -16.1 -16.0 16.3 -16.5 -16.0 -0.2 Sheet J2- of STRANDER RATIAL SOLID PRL 1 HIGH ROOF added thickness (in) K factor parapet ht (ft) 0,00 0,90 11.33 out (psi): 24,2 press (psf )= 21.1 import fact= 1.00' DI (p1f): 240 ecc (in): -2.0 1 LL w/seismic= DL (lbs): 0 ecc (i'n)= 0.0 ,1 LL w/seismic= 01 (plf)= 0 1 LL w/seismlc= ' dist above floor(ft)= 0.0 Horizontal min in "2 / ft 0.18 0 0 strip width (in)= 0 0 - outward Phi *Mn (in -k) defl (in) Allow defl(in) Comments ,9DL + 1.3WL inward ,9DL + 1.3WL outward .901 + 1.43E0 1.0501 + 1.28LL + 1.28WL inward 1,0501 + 1.2811 + 1.28WL outward 1.05DL + 1.2811 + 1.4Ep 1.401 + 1,111. 41.98 41.98 41.98 43.16 43.16 42.71 45,53 44.10 44.10 44.10 45.58 45.58 45.14 48.58 0,21 ' -0,22 -0.19 0.21 -0,22 -0.19 -0.01 0.00 -0.00 -0,00 0.00 -0.00 -0.00 -0.00 2.14 case ok 2.14 case ok 2.14 case ok 2.14 case ok 2.14 case ok 2.14 case ok 2.14 case ok 0.41 case ok 0.41 case ok 0.41 case ok 0.41 case ok 0.41 case ok 0,41 case ok 0.41 case ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL 6869 Woodlawn Ave NE Seattle,Washington 98115 1988 UBC 12 :21 :46 06 -12 -1992 po 100 added thickness (in) 0.00 WALL DATA height (ft) 22.00 HATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored wind in (psf ): seismiczone ledgerLL(plf): concentrated load LL(lbs): concentric load LL(plf): horiz load pll (+ inward): REBAR DATA Vertical 14 at 12.0 in d= 3,12 thickness (in) 1.50 rebar (psi) 60000 STRANDER RATIAL SOLID P818 8 LOW ROOF 24.2 out (psf ): 24.2 3 press (psf): 21.1 import fact: 1.00 460 DL (elf): 300 ecc (in)= -2.0 0 DL (lbs►= 0 ecc (in): 0.0 0 DL (plf): 0 0 dist above floor(ft)= 0.0 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Hu (in -k) 1 1.5 22.7 2 1.5 -23.3 3 1.5 -22.4 4 2.1 22.0 5 2.1 -23.5 6 1.8 -22.5 1 3.2 -1.4 LOAD CASES Horizontal min in "2 / ft 0.18 t 1 1 8 factor 1.00 LL LL LL parapet ht (ft) 4.00 w/seismic: 0 w /seismic= 0 strip width link 0 w/seismic: 0 - outward Phi *Hn (in -k) defl (in) Allow defl(in) Comments 1). .9DL + 1.3WL inward 2) .901 + 1.3WL outward 3) .9DL i 1.43E0 4) 1,05DL + 1.2811 + 1.28WL inward 5) 1,0501 + 1.28LL + 1.28W1 outward 6) 1.0501 t 1.2811 + i'.4E0 1) 1.4DL + 1.711 . 34.87 34.81 34.81 36.01. 36.01 •. 35,40 38.19 0.10 -0.10 -0.09 0.09 -0.10 -0.09 -0.00 1.16 1.16 1.16 1.16 1.16 1.76 1.16 case ok case ok case ok case ok case ok case ok case ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL • % GIIUIlIGGd4- UUd11IftJL WdI.GGIG Jf1IiD 6G.SIU11 IYULDLUII J.UI .iicui Nitta 6869 Woodlawn Ave HE 1988 UBC STRANDER TAIL Seattle,Washington 98115 12 :32:40 06 -12 -1992 HAN DOOR HIGH ROOF po 100 JAHB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 29.67 24.00 7.50 0.00 0.95 1.33 '.SPANDREL DATA thickness(in) offset (in. f outward) 1.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 3.3 1.0 0.0 0.0 HATERIAL DATA concrete (psi) rebar (Pei) 3000 60000 1 LOADING DATA unfactored wind in (psi): 24.2 out (psf)= 24.2 seismic... zone . 3 press (psf)= 35.8 import fact= 1.00 ledger LL(plf►= 315 DL (plf)= 240 ecc (in): -2.0 1 LL w/seismic= 0 concentrated load LL(lbs): 0 DL (lbs)= 0 ecc (ink 0.0. 1 LL w/seismic= 0 concentric load LL(plf): 0 DL (plf): 0 1 LL w/seismic= 0 horia load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 2 15 d: 5.19 Horizontal in in "2 / ft 0.18 HOHENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Hu (in -k) Phi %Nn (in -k) dell (in) Allow defl(in) Comments Top of wall 1 2.8 76.3 91.01 : 1.87 2.25 case ok 2 2.8 -11.2 91.01 -1.93 2.25 case ok 3 2.8 -68.0 91.01 -1.21 2.25 case ok 4 3.1 17.0 93.85 1.83 2.25 . case ok 5 3.1 -19.4 93.85 -1.94 ' 2.25 case ok 6 3.2 -69.3 92,48 -1.19 2.25 'case ok 1 5.5 -2.2 99.30 -0.01 2.25 case ok Bottom of wall 1 4.6 15,2 96.56 0,00 0.24 case ok 2 . 4.6 -15,3 96.56 -0.00 0,24 case ok 3 4.6 -13,3 96,56 -0.00 .0.24 case ok 4 5.8 14.9 100.12 0,00 0.24 case ok 5 5.8 -15.1 100.12 -0.00 0.24 case ok 6 5.3 -13.3 98.83 -0.00 0.24 • case ok 1 8.3 -0.2 107.10 -0.00 0.24 case ok LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL t 1.3WL outward 3) .9DL + 1.13E0 4) 1,0501 + 1,2811 + 1.28WL inward 5) 1.05DL + 1.2811 + 1.28WL outward 6) 1.0501 + 1.2811 + 1.4E6 7) .1.401 NOTE in cases 1), 2), 4), and 5) the 11 used is 1/2 of the applied LL 1 6db9 Woodiawn Ave NR 196u Ube MEANDER EEMAIL K Seattle,Waehington 98115 12:30 :20 06 -12 -1992 HAN DOOR LOW ROOF po 100 'JAMB DATA height (ft) width (in)' thickness (iin) add thickness (in) K factor. parapet ht (ft) 22.00 12.00 1.50 0.00 1.00 4,00 SPANDREL DATA thickness(in) offset (in. + outward) (`', 7.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 3.3 7.0 • . .0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 1 LOADING DATA unfactored wind in !psi): 21.2 opt .(psi): 24.2 seismic.., zone 3 press (psf)= 46.8 import fact: 1.00 ledger LL(plf): 460 DL (p10= 300 ecc (in): -2.0 1 LL wlseismic= 0 concentrated load LL(lbs)= 0 DL (lbs): 0 ecc (in): 0.0 1 LL wlseismic: 0 concentric load LL(plf): 0 DL (plf): 0 1 LL wlaeismic= 0 horix load p1f (+ inward): 0 ,diet above,floor(ft)= 0,0 REBAR DATA Vertical 1 15 d: 5.19 Horizontal min'in "2 / ft 0.18 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Hu (in -k) Phi *Hn (in -k) dell (in) Allow defl(in) Comments 1 1.1 65,5 95,11 0.81 1.16 case ok 2 1.1 -67.3 95,11 -0.88 1.76 case ok 3 4.1 -53.1 95.11 -0.31 1.76 case ok 4 5.6 65.2 99.49 . 0.17 1.76 case ok 5 5.6 -69.4 99.49 -0.89 1.76 case ok 6 4.8 -53.9 91.11 -0.36 1.16 case ok 7 8.5 -3,9 107.55' -0.01 1.16 case ok LOAD CASES 1) ,9DL + 1.3WL inward ' 2) .90L + 1.3WL outward 3) ,90L f 1.I1E0 4) 1,05DL f 1,28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.0514 + 1,28LL + 1.4EQ 1) 1.414 + 1,7LL NOTE in cases 11, 21, 41, and 5) the LL used is 1/2 of the applied LL .'J f 6869 Woodlawn Ave NE Seattle,Washington 98115 JAHB DATA height (ft) 29.33 SPANDREL DATA thickness(in) n 1.50 OPENINGS LEFT MATERIAL DATA 1988 UBC 12:41:55 06712 -1992 po 100 STRANDER RETAIL 3' -0" JAMB 0 OVERHEAD DOORS width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 36.00 1,50 0.00 0.80 1.61 offset (in. + outward) 0,00 width (ft) height (ft) RIGHT width (ft) height (ft) 9.0 10.0 9.0 10.0 concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in !pal= seismic,., zone ledger LL(plf)h concentrated load LL(lbs): concentric load. WOO= horia load plf (+ inward): REBAR DATA Vertical 6 15 24.2 out Ipsf): 24.2 3 press (psf): 15.0 import fact: 1.00 15 DL (plf): 50 ecc (in): 0,,0 0 DL (lbsi: 0 ecc (in): 0.0 0 DL (plf): 0 0 dist above floor(ft): 0.0 'd: 5.19 Horizontal min in "2 ft 0.18. 1 1 LL w/seismic: 0 LL wlseismic: 0 LL w/seismic= 0 MOMENT AND DEFLECTION RESULTS + inward outward Case Pu (kips) Hu (in -k) Phi *Hn (in -k) dell (in) Allow defl(in) Comments Top of wall 1 4.1 114.7 163.33 1,12 1.88 case ok 2 4,1 -115.6 163.33 -1,14 1.88 case ok 3 4,1 -98.2 163.33 -1.19 1,88 case ok 4 5.1 114.1 ' 165.15 ' 1,64 '1.88 case ok 5 5.1 -116.9 165.15 -1.14 1.88 case ok 6 5.5 -99.8 164.80 -1,18 1.88 case ok 1 1.8 -2.1 168.88 -0.01 1.88 case ok Bottom of wall 1 0,0 '0.94' 2 1.6 0.94 3 1.6 0,94 4 0.0 , 0.94 5 9.1 0.94 6 8.9 0,94 7 12.4 0.94 LOAD CA888 1) 2) 3) 4) 5) 6) 1) 133.0 -132.5 -99,5 131.4 -131.0 -99.1 -0.5 ,9DL + 1,3WL Inward ,90L + 1.3WL outward ,9DL + 1;43E0 1,05DL + 1.28LL + 1,28WL inward 1.05DL + 1.28LL + 1.28WL outward 1,05DL + 1.28LL + 1,4Ep 1.4DL + 1,1LL INTERACTION CURVE DATA .1 *Po ,1 *Pba1 ,7 *$bal ,14n 128.5 29.9 114.2 119,3 168,53 168.53 168.53 110,81 110,81 .110,57 141.99 0.30 -0.24 -0.12 0.30 -0.24 0,12. -Q.00 case ok case ok case ok case ok case ok case ok .case ok used interaction curve • NOTE .in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ' 6869 Woodlawn Ave HE 1988 UBC STRANDER RETAIL P\J-7 Seattle,Washington 98115 12 :43 :01 06 -12 -1992 • 2' -5" JAHB BTHN HAN & ON DOORS po 100 JAHB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 29.33 29.00 1.50 0,00 . 0.80 1.61 SPANDREL DATA thickness(in) offset (in. + outward) ��' 7.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT.... 1 width (ft) height (ft) 9.0 10.0 3,3 1.0 HATERIAL DATA concrete (psi) rebar (psi) 3.000 60000 LOADING DATA unfactored wind in (psf): 24.2 out (psi): 24.2 seismic,., zone 3 press (paf)= 68.4 import fact= 1.00 ledger LL(plf): 15 DL (plf): 50 ecc (in): 0,0 1 LL wlseismic= 0 concentrated load LL(lbs): 0 DL (lbs): 0 ecc (in): 0.0 1 LL w/seismic: 0 concentric load LL(plf): 0 DL (p1f)= 0 1 LL w/seisnic= 0 horia load plf (+ inward): 0 dist above floor(ft): 0,0 REBAR DATA Vertical 4 15 d= 5.19 Horizontal min in "2 / ft 0,18 MOMENT AND DEFLECTION RESULTS + inward - outward , Case Pu (kips) Hu (in -k) Phi"Hn (in -k) dell (in) Allow defl(in) Comments Top of wall 1 4.2 101.1 140,32 1.51 1.88 case ok 2 4,2 -101.9 140,32 -1.60 1.88 case ok 3 4.2 -88.9 140,32 -1.11 1.88 case ok 4 5.0 100.9 142,29 1,55 1.88 case ok 5 5.0 -102.8 142.29 -1.59 1.88 case ok 6 4,9 -90.4 141.91 -1.10 1.88 case ok 1 6.9 -1.8 146.41 -0.01 1.88 case ok Bottom of wall 1 0.0 111.8 146.46 0.28 0.94 case ok 2 1.0 -111.4 146.46 -0.22 0.94 case ok 3 1,0- -91.0 146.46 70.11 0.94 case ok 4 0.0 116.4 149.15 0.28 0,94 case ok 5 8,3 - 116.0 149.15 -0,22 0.94 case ok 6 8.1 ' -91,2 148.82 -0.11 0.94 ,case ok 1 . 11.3 -0.4 122.89 -0.00 0.94 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward 2) ,9DL + 1.3WL outward 3) .9DL + 1.43E0 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1,28LL + 1,28WL outward 6) 1,05DL + 1.28LL + 1.4E0 1) 1.4DL + 1.111 INTERACTION CURVE DATA .1 *Po .7 *Pbal ,1+(bal .1 *Hn 128.5 34.4 161,1 101.0 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS-NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA height (ft) 29.00 SPANDREL DATA thickness(in) 7.50 OPENINGS LEFT MATERIAL DATA LOADING DATA unfactored wind seismic... zone 3 ledger LL(plf): 570 concentrated load LL(lbs): 0 concentric load LL(plf): 0 horiz load plf (+ inward): 0 REBAR DATA Vertical 2 01 d: 9.56 CONCRETE JAMB DESIGN (version 3.0) 1988 UBC 11:55 :26 06 -07 -1992 po 100 Sheet L4 of STRAHDER RETAIL 16' X 10' DOOR @ STOREFRONT width (in) thickness (in) add thickness (in) K factor 12.00 12.00 0,00 1.00 offset (in. •+ outward) 2.00 width (ft) height (ft) RIGHT width (ft) height (ft) 16.0 10.0 0.0 0.0 concrete (psi) rebar (psi) 3000 60Q00 in (psf): 24.2 out (psf) :, 24.2 press (psf) :153.6 impart fact: 1.00 DL (plf): 370 ecc (in): 0,0 01. (lbs): 0 ecc (in): 0.0 DL (plf): 0 dist above floor(ft): 0.0 Horizontal in in '2 / ft 0,29 LL LL LL w /seismic= w /seismic: w /seismic= 0 0 0 MOMENT AND DEFLECTION RESULTS t inward - outward Case Pu (kips) Mu (in -k) PhitMn (in-k) dell (in) Allow defl(in) Comments 2 3 4 5 6 1 LOAD CASES 14.7 14.7 14.1 20.5 20.5 17.2 31.7 418,5 -355.8 330.7 431.4 -353,0 340.1 50,9 1) .9DL + 1.3WL inward 2) .901 + 1,3WL outward 3) .901 t 1.43E0 4) 1,0501 + 1.2811 t 1.28WL inward 5) 1.0501 + 1.2811 t 1.28WL outward 6) 1.0501 1 1.2811 + 1.4E0 1) 1.401 + 1.11.1 INTERACTION CURVE DATA .1 +Po .7}Pbal .70Mbal .7 *Mn 205.6 52.6 549.8 422.4 587.47 587,47 587.47 471.97 471.97 592.91 499.02 1.73 -1.30 1.19 1.70 -1.27 1.17 0.08 2.32 2,32 2,32 2.32 2.32 2,32 2.32 parapet ht (ft) 0.00 case ok case ok case ak case ok used interaction curve ,case ak used interaction curve case ok case ok used interaction curve NOTE in cases 1), 2),_4), and 5) the LL used is 1/2 of the applied LL ENGINEERS-NORTHWEST COHCREIE JAMB DESIGN (version 3.0) Sheet‘11161 af___.._ 6869 Woodlawn Ave NE 1988 UBC WANDER RETAIL ,.-.. Seattle,Washington 98115 11:49 :29 06-07 -1992 16' X 10' DOOR @ STOREFRONT C 0(60 ki- po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) X factor parapet ht (ft) 29.00 54,00 7.50 0.00 0.95 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 7.50 0,00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 16.0 10.0 0,0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind • in (psf): 24.2 out (psf): 24.2 seismic,.. zone 3 press (psf): 48.8 import fact: 1.00 ledger LL(plf): 570 DL (p1f): 370 ecc (in): 0.0 % 11 w /seismic: 0 concentrated load LL(lbs): 0 DL (lbs): 0 ecc (in): 0.0 fi LL w /seismic= 0 concentric load LL(plf): 0 DL (plf): 0 % LL w/seismic: 0 horiz load pif (+ inward): 0 dist above floor(ft): 0,0 REBAR DATA Vertical 6 16 d: 5.62 Horizontal in in "2 / ft 0.18 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in-k) Phi +Mn (in -k) defl (in) Allow defl(in) Comments Top of wall 1 4,2 108.2 170,25 1.89 2.20 case ok 2 4.2 -113.4 170,25 -2.01 2,20 case ok 3 4.2 -90.4 170.25 -1.30 2.20 case ok 4 5.9 107.8 174,07 1.82 2.20 case ok 5 5,9 -120.1 174.07 ' -2.14 2,20 case ok 6 4.8 -92.4 171.83 -1.29 2.20 case ok 7 9,2 -11.1 180,69 -0,06 2.20 case ok Bottom of wall 1 6.1 21.9 174.58 0.00 0.23 case ok 2 6.1 -22.2 174.58 -0.00 0.23 case ok 3 6.1 -17.4 174.58 -0.00 0.23 case ok 4, 8.1 21.3 118.773 0.00 0.23 case ok 5 8.1 -22.1 178.73 -0.00 0.23 case'ok 6 7.1 -17.4. 176,71 -0.00 0,23 case ok 7 12.2 -0.8 145,13 -0.00 0.23 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1,314L outward 3) .9DL + t.43EO 4) 1.0501 + 1.2811 + 1.28WL inward 5) 1.05DL + 1.2811 t 1.28WL outward 6) 1,05DL + 1.2811 + 1,4E4 1) 1.4DL t 1.711 INTERACTION CURVE DATA .7 +Po .7+Pba1 .74Mbal .1 *Mn 128,5 35.9 181,6 124.3 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS - NORTHWEST 6869 Woodlawn Ave HE ('' Seattle,Washington 98115 CONCRETE JAMB DESIGN (version 3.0) 1988 UBC 11:50 :05 06-07-1992 po 100 JAMB DATA height (ft) width (in) 22.00 48.00 SPANDREL DATA thickness(in) offset (in. + outward) 7.50 0.00 OPENINGS LEFT width (ft) height (ft) 16.0 10.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 SheetOi9of___.._ BRANDER RETAIL 16' X 10' DOOR @ STOREFRONT (CDu- fitter thickness (in) add thickness (in) K factor parapet ht (ft) 7.50 0.00 1.00 0,00 LOADING DATA unfactored wind in (psf): seismic... zone ledger LL(plf): concentrated load LL(lbs): concentric load LL(plf): horiz load plf (+ inward): REBAR DATA Vertical 4 16 d: RIGHT width (ft) height (ft) 0.0 0.0 24.2 out (psf): 24.2 3 press (psf): 47.2 import fact: 1.00 570 01 (plf): 310 ecc (in): 0,0 0 DL (lbs): 0 ecc (in): 0.0. 0 DL (plf): 0 0 dist above floor(ft): 0.0 5,62 .Horizontal min in'2 / ft 0.18 LL LL 11 w /seismic: 0 w /seismic: 0 W /seisiiiC: 0 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi$Mn (in -k) defl (in) Allow defl(in) Comments 1 2 3 4 5 6 1 3,8 3.8 3.8 5.5 5,5 4,4 8,8 70.2 -75.6 -54.1 677,3 -80,0 -55,0 -11.6 LOAD CASES 1) .90L + 1.3WL inward 2) .901 + 1,3WL outward 3) .901 + 1.43EQ. 4) 1.0501 + 1.281L + 1.28W1 5) 1.0501 + 1,2811 + 1.28W1 6) 1.0501 + 1.2811 + 1.4EQ 7) 1.4D1 + 1.711 inward outward 134.93 134.93 134.93 139.78 139.78 136.14 148.23 0.69 -0.83 -0.35 0.63 -0.87 -0.35 -0,04 1.16 1.16 1,76. 1.76 1,76 1.76 1.76 case ok case ok case ok case ok case ok case ok case ok NOTE in cases 1), 2), 4), and 5) the 11 used is 1/2 of the applied LL ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N,E, - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 JOB NO JOB NAME 17I IZ�trNr `(� Ct5P11 SUBJECT (.4t -N_ kk) .41) 6L, - " 01112)2.1tiC) WA .K1 1.1 u; =(fors)�� =.1Z 'AAA nalin) 7 k (461 ti Zs) s •) 11 L. I d J - "S x 1 0)(12. =1'G- r/ (`A Cluion) L - 1 �5 ri (� CO (u :: = X14(00? -0(8 )(61(..... itt. r DATE SHEET �- I1 OF BY '2 7 "1.7 77 1 48 r ittiOuNti - _ •21. (Z') -: #s'Z. Y.-) ' 11 Z1- IS- .� —•81 $.$ ;€1'1.6 �rn o_etb 'i1 >c�I) (rq 3 i4 1 - 64 0-6) r• 12 012. ENGINEERS- NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet of (- , 6869 Woodlawn Ave NE 1988 UBC STRANDER RETAIL Seattle,Washington 98115 14:51:36 05-17-1992 JAMB @ 36'-0" OPNG po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 29,00 36.00 11.25 0.00 1.00 0.00 SPANDREL DATA 'thickness(in) offset (in. + outward) 8.00 4.00 OPENINGS LEFT width (ft) ' height (ft) RIGHT width (ft) height (ft) 36,0 17.0 • 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored. wind in (psf): 24.2 out (psf): 24.2 seismic... zone 3 press (psf): 99,4 import fact: 1,00 ledger L1(plf): concentrated load L1(lbs): concentric load lL(plf): horiz load plf (+ inward): REBAR DATA Vertical 4 18 d: 8.81 725 DL (plf): 464 ecc (in): 0,0 0 DL (lbs): 0 ecc (in): 0.0 0 DL (plf): 0 0 , dist above floor(ft): 0.0 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in-k) 2 3 4 5 6 Horizontal min in "2 / ft 0.27 % 11 11 % 11 w/seismic: 0 w/seismic: 0 w /seismic 0 - outward Phi *Mn (in-k) dell (in) Allow defl(in) Comments 11,2 330,8 ' 471.36 1.78 2.32 case ok 11,2 -270.8 477.36 -1,24 2,32 case ok 11.2 222.5 417.36 0.99 2.32 case ok 16.4 346,8 382.85 1.78 2.32 case ok used interaction curve 16.4 -265,8 382.85 -1.20 2.32 case ok used interaction curve 13.1 230.3 482.01 0.98 2.32 case ok 26.1 • 55.7 406.05 0.11 2.32 case ok used interaction curve LOAD CASE$ 1) .901 + 1.3WL inward 2) .9DL t 1.3WL outward 3) .901 + 1.43EQ 4) 1.05DL t 1.2811 + 1,28W1 inward 5) 1.0501 + 1,2811 + 1,28W1 outward 6) 1,0501:+ 1.281L + 1,4EQ 7) 1.4D1 + 1.7LL INTERACTION CURVE DATA ,1*Po .7 +Pbal .7#Mbal .7 *Mn 192.8 50.7 464.5 343.9 NOTE in cases 1), 2), 4), and 5) the 1l used is 1/2 of the applied LL r ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522.6698 Joe No JOB NAME SUBJECT . &X UL* CI Roes 14A- K.(b-M0 = 35(14(1 a() g (fo,Y4' Cod'® GRAD g) win c30, L fear 0 RA-X, = GOP() 8.3,61 K a� 6� i I, 8.99 8 " 1111.55 2 DATE 417'7( 13 SHEET A OF �/ BY A m'° -e sot guw° g7 ) TV` toyc so (o0 Sxex 5114-1, ,`.P 0.60 * ** e1 8.45 3 ,% i ; % ' fibmAt o) —s 212.48 4 tt044C04 lip -► 6.98 5 fX -i-r 3.12 6 p - -►164.48 7 11 –7 13.28 8 8.80 9 1 —, 46.80 A (13Aaimz 144 �p� Vl7-' ta44--13.80 6 3.12 C - 2f) 13.2 k" �� --�- 9.36 D S---1 22.78 E 8.88 I J 'n ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. ME. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (208) 522.6698 .Jos No .1OB NAME CrRMJ' t' J SUBJECT 0000 ' 1, 5to Dto 111 r 12.3, k' W I Mc-0 1°4 tii.1 : of v4. Ca -"-1 l 1 -ra,(1 IZ At 1,142 S" �g.g iM� DATE 412-111S G'2 SHEET OF BY (keno 14-6 49.52 # *# 8.68 * ** 8.69 * * *.. 8.58 * ** 8.69 8 49.52 1 111.55. 2 8.44 3 5.14 17-- 172.72 .4 11.4114c o� 1.35 5 3.15 6 r - — 111.90 7 YYl 2.11 8 8.88 9 46.00 A 13.80 ''B 3.15 "'C 7.59'' 18.88 '' E 0.80 I 222:2222:22:22:22:22:222:22222:222.222:2222222:2- 22 ENGINEERS NORTHWEST INC. 6869 W000LAWN AVE. N.E. SEATTLE WA 98115 Project Name : TYPICAL FOOTING DESIGN Run description: COL 9X9 - 22.222 =2: 22212222222.2.:22 2222222222222 =2 22222 P0001 SPREAD FOOTING DESIGN Version 1.0 1987• CONCRETE F'c (YSI).. 2.50 STEEL Fy (KSI),.60.00 ALLOWABLE 8011 PRESSURE (YSF).. 4.0 ULTIMATE FACTOR 1.6 MIN REBAR SPACING (IN).. 8.0 FOOTING MARK ( ) F 3.0 F 3.5 F 4.0 F 4.5 F 5.0 r 5,5, F 6.0 F 6.5 F 1.0 F 7.5 r 0.0 F 8,5 F 9.0 F'9.5 110.0 F10.5 F11.0 Fll,5 F12.0 F12.5 F13.0 F13.5 F14.0 F14.5 F15.0 F15,5 F16.0 F16.5 F17.0 F17.5 F18.0 = = = =P0001 FI SHEET No -1- 01- 01-1980 2.22 =2:2.22 DIST, FROM DOT OF FOOTING TO CO OF REBAR..(IN).. 4.25 COLUMN DIMENSION -X AXIS- (IN).. 9.0 COLUMN DIMENSION -.Y AXIS- (IN).. 9.0 MIN REBAR SIZE (1).. 4 MAX REBAR SIIE (1)..18 ,t1 FOOTING SCHEDULE $$ ALL. LOAD DEPTH REINF. -X- REINF. -Y- (kips) (in) (in "2) (in "2) (- )( ) ( ) ( ) 34.8 41.3 61,6 71.5. 95.3 114.9 135.9 159.0 183.1 209.5 237.6 266.4 297.7 330,5 363.8 399,7 437.1 474.4 514.0 556.6 597.8 642.4 688.5 733.2 781.9 831.9 880,0 932.5 906.2 1041.3 1093.5 11.0 11.0 12,0 14.0 15.0 16.0 18.0 19.0 21.0 22,0 23.0 25.0 26.0 27.0 29.0 30,0 31.0 33.0 34.0 35.0 37.0 30.0 39.0 41.0 42.0 43.0 45.0 46.0 47.0 48.0 50.0 0.71 0,83 1.04 1.36 1.62 1,90 2.33 2.67 3,18 3.56 3.97 4,59 5.05 5.54 6.26 6.80 7.37 0.20 8,81 9.45 10.39 11,08 11.79 12.84 13.61 14.40 15,55 16.39 17.26 18.14 19,44 0.71 0.83 1.04 1.36 1.62 1.90 2.33 2.67 3.18 3.56 3,97 4.59 5,05 5.54 6,26 6.80 7.37 9.20 8,81 9.45 10.39 11.00 11.79 12.84 13.61 14.40 15.55 16.39 17.26 18.14 19.44 REINF. -X- REINF. - ( ) 21 6 21 6 31 6 41 6 41 6 51 6 61 6 71 6 81 6 91 6 101 6 111 6 124 6 13i 6 81 8 91 8 101 8 111 8 121 0 121 8 141 8 151 8 151 0. 171 0 181'8 191 8 201 8 211 8 221 8 231 8 251 8 ( ) 21 6 21 6 31 6 41 6 41 6 51 6 61 6 71 6 81 6 91 6 101 6 111 6 121 6 131 6, 81 8 91 8 101 8 111 9 121 8 121 8 141 8 151 B 151 8 171 8 181 8 191 0 201 8 211 8 221 8 231 8 251 8 ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No JOB NAME 51ZI1ob1 l— DATE 'y SUBJECT SHEET___ OF BY !-1.1 ict2.loQ GoLu, t-3 •11-4 4 Wr li,sr aI(oIL* , L.2.= •ffLS>- -SC , 11.= .ailI e_c 6(1os J2L, - = C•e.61.15� - (•8(0.6 ((000) ` IY.I IJEI au S T = 1 `I - l - (o - `E. I ?sr COW M N • dale A'(LC`l't (Kt) . 21Z1411_11 0 0 CO U ?LI'F ., • CO foo loy SIB . 12. AL (0L 3a)(<a (I L. • =A60 � 7 �� F5'. 1M 8N► I0M I I M 12. (l !SM.° 80 8 f-S • 5 W 1.1 3SX o 63 a 2.100 �s -S 9J 101 rTh ENGINEERS- NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. JOB NAME C 1 ,' DATE SUBJECT SHEET ��' OF BY .f' IIVOI I tit k= (4)y6 (Lc_d_.3) = ,2)e-// 'goat (.I) (3z.) _ • 3.z°' 1-2-. = • 3 IL/ litei/_,3212-1(tST-3' Z� 't07" 61 e U 4ZI O c). s I ^d� KIL(041)(10/) .62)c), (.I)(3k = 31°, 1< 9- KJ Ft2 ✓1 1L, Wt t. fi 0iiNla _ SLE G11.P L. CALLS ZZ� , 0 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 622.6698 Joe No. Joe NAME J t -olU SUBJECT I`"t"lai 16 W ab rJ te*) `� Cogivat r') F0311 DATE 4-1z3 (Q3 WII SHEET 144\1 OF BY w1 bgb -wi•' ('uis eat. T Rtot 4 30 Sot Jt'tj� ct4 wb 4W510 = '0013% 7, CD 30 vo std., l/Mtzlitt, OBIVIga Rtu itttliV7 Nat kte r 3,g tSt 40 411-s r 2 ,'b 2,5 3,5 53, 0 15'4 • ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe No. SUBJECT JOB NAME t DATE (1(VJ(1 HZ, SHEET I"2" OF BY 1615- bASA au $-del✓ • -3/4-r3) 3o +('0` 5,4t- kw ob, r WoxI(6, —' Rzb9I,1` 'Date tZerAI. 5To wit) szV IX tiGe-19int . gat, t W9.4410 kite It. Ne. _ b elt1. (, * %IJ� .1 13454blierD oirfl 51) Fst 53.88 * ** 75.88 * ** RTC, 98.43• * ** '2.95 38.80 30.80 24.80 14.48 29000.08 166.10 1(e 3.97 'f 1 8.88 MK. K 0.48 1.400. 8.41 POO way" 73.00 * ** 50.00 * ** 183.08 * ** woe- 3.09 * ** 30.88 * ** 30.88 * ** * ** * ** * ** * ** * ** 173.81 * ** 4.15 * ** L I.0,1 8.92 * ** Il i 8.66 * ** 9K . 8.27 * ** out 21:: 88 3 48 `4,' 29880.00 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205. - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. n'J`OB, NAME SUBJECT b) tjij, / f e ,� 4 WAS•(• ' 0(t2, emu, DATE SHEET folvs OF BY WI d `t'�14' 4 etiuo6.2S !IJkl Ce. -2,d (G3)(.3)G14 8So M��° �t irr-n 73io trit ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 Joe No. .JOB NAME SUBJECT (%1Yr,Dcam. • W Ei i rat Ah PEES 144 kNIMi-. c2 0 0 To S'?'ioey anrf It1E 6itchti D11Leci' %ON. "DoE i0 INC ?''//0��SStslLay b 1X-C14 a WCew- rl tru- t ©2,� $u? op s mai 50 ttcZ 1AtJ PILE-6)00 C') i? .6,1,'IL N ry . 6a90a MCi� -TN iNc rte' � kk).5 .138 (48 +1.5)(18°)3 131 FL-I1- wnu5 k .1,3 a 0CF (3Go) + I es(3 Sao ZZS 0 4t/i(49'•.) = 19k. I8o DATE SHEET 144\$ OF BY fl 18,o' I9L )9 z= ICI GS,S�k 4—'---- 113x Z - N1 = Is1(18.0) g . 2I4 81`-' . c - 2'p/g = 41 . ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. JOB NAME DATE �w SUBJECT SHEET FMC MC OF BY' �L �► • 12s' 14 11.= • fl �kSr �L- ,OP>i -OLiMt 2EIialON Q cq12.Ib0 z- jc. (7 x30) 4 a I -) 30 rz Iro3 k CDL= s'IL, LL= IIZ Got,u M nl rtT101..) e ►�� Rfra Sok) oi3to L �82-v- C Atr'2�'- c.�,= g6 L) J r_tialat.i 6 6Itut, N. ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. l SUBJECT t5 q-'' JOB NAME gulzwout Li,* lag p; VL-. 03 7d°114114f Ugekrit, arm 4,2-$ ‘<1 3o 6345'` op ‘-1)=- ", 5s, pro' (991 +9o' 1,93, DATE 4[27(x'3 SHEET I'ML OF BY fettrYtt Lerka • 16(lig) +-19(9q)1 -/q 1X ¢,23(36) +7,l L.-r(, a , 00621 (410)(30)Z ,(91 L/ 3110 =1;+- I-G a:31'7 Mt2.% &rte,03401�� R%1- Ll Sao pFIN p GENERAL CONTRACTOR M.A. SEGALE, INC. 8010 SOUTH,.CENTER.PAR.KWAI TUKWILA,.WASHINGTON 88138. OFING'CONTRACT ROOFING SUBMITTALS FOR STRANDER RETAIL JANUARY 11TH, 1994 TABLE OF CONTENTS 1. SHOP DRAWINGS A. Waynes Roofing, Inc. Shop Drawings B. J.P. Stevens Details. 2. ROOFING MATERIALS A. J.P. Stevens Mech. Attached Specifications B. J.P. Stevens Roofing Components C J.P. Stevens Lap Details (Reference) 3. INSULATION PRODUCTS A. J.P. Stevens Approved Insulation List B. Celotex Blackore 2.2" - R -19 Insulation C. International Permalite "S" Panel (perlite) CERTIFICATES A. J.P. Stevens Approved Applicator Letter B. U/L Approval Directory page 301. Class "A" 5. WARRANTY A. J.P. Stevens 15 year Warranty Sample Prepared by: (1 pages ) (4 pages ) (6 pages ) ( 10 pages ) (3 pages ) (1 page ) (2 pages ) (1 page ) (1 page ) (1 page ) (1 page ) WAYNES ROOFING, INC. 13105 HOUSTON ROAD SUMNER, WASHINGTON 98390 SHOP DRAWINGS n ti 3g g la :I 3 1 n t O JGSIRC 0) DRAWN BY: JUAN A. DATE DRAWN : 1-10-94 U di L O W 1 g � N g3fl zN Qg AEI L. now • 0 • O. t• • • 0 O• N HALF SHEET LAYOUT Q-- FILE ME DRAWINGSIROOR94011 B O 1 V" 0) 1 DRAWN BY: JUAN A. DATE DRAWN : 1 -10 -94 I1IIiV 13VAYNES ROOFING, INC. 13105 HOUSTON RD. - SUMNER, WA 98390 9J&ER (706) 634155 MAM (21:6)575-0073 FA>;(106)663*311 Hi-Tuff" Specification Manual CONTINUOUS CLIP FASTENED 12" O.C. HI -TUFF ALL - PURPOSE SEALANT METAL CAP ALls AfLP4 1:31 cT41Ev FASTENED,12" O.C. HI -TUFF MEMBRANE Imo- ---- BONDING ADHESIVE HOT -AIR WELD HI -TUFF PLATE & SCREW INTO DECK i" OR APPROVED NAILER Wi®Ti -+SRS • 0/ INSULATION raZ PeriegEi et`4telvi 24-N '4R.19 • • Face fastening requires nominal 2X nailer thickness. • Nails must imbed in nailers 1112" min. 1' STEVENS CAP FLASHING TERMINATION B Hi Tuff' Roofing Systems Revision .No. 1 Issue Date 5/86 Dgvnng No HT -302 SECTION 3 R.v. 1; 51U Hi -Tuff u Specification Manual Aummommlow FASTENED 12" 0.C. Au. (irALJ � M • "5Tiet- Defog. dfF1ER5 COUNTERFLA HING' FROM UNIT BY O'�tiGyzs 4-- BONDING ADHESIVE HOTAIR WELD INSULATION 4; SEAM CAULK k. q HI•TUFF MEMBRANE HI•TUFF PLATE & SCREW INTO DECK • All flashings must be a minimum of 6" high. csLY STEVENS CURB FLASHING A Hi-Tuff ' Roofing Systems Revision No. 1 Issue Date 5/86 Drawing No. HT -431 Rev. 1; 5l66 SECTION 3 Hi -Tuff?" Specification Manual HI -TUFF ALL - PURPOSE SEALANT BONDING ADHESIVE HI -TUFF MEMBRANE HOT -AIR WELD STAINLESS STEEL CLAMP HI -TUFF .055" UNSUPPORTED INSULATION 2 10.„ R -1g �-o . • Flashing min. 6" high whenever possible and must be above roof flood level in all cases. c=i;leifts le/ revzi Forepo:Rco cWLY STEVENS VENT STACK A Hi Tuff" Roofing Systems R vision No. 2 Issue Data 5/87 Drawing No. HT -401 Rev. $ 5/57 SECTION 3 s• Hi -TuWM Specification Manual HI -TUFF MEMBRANE HI -TUFF ALL - PURPOSE SEALANT CLAMPING RING deg Cili'C1�5 • Drain must have approved clamping ring. ey cm-mos. STEVENS ROOF DRAIN A Hi- TuffTM Roofing Systems Revision No. 1 Issue Owe 5/86 Drawing No; • HT -201 Rev. 1; 5 /00 SECTION 3 Hi- TuffT" Installation Manual A.2. Division 7 Specifications Stevens Hi -Tuff Roofing System — mechanically attached Part 1— General 1.01 Description A. Fumish and install mechanically attached roofing system in strict accordance with drawings and specifications as approved by J.P. Stevens &' Co., Inc. Special Conditions 1. This specification is intended to be applied without variation to building roofs that have deck structures meeting the guidelines herein and no abnormally severe or unknown envi- ronmental exposures, e.g. coastal winds or certain chemicals, except as specifically authorized herein. 2. Applications that Involve severe exposures require review by J.P. Stevens & Co„ Inc., Roofing Systems Technical Services, before any specification is valid. B. Related work, Metal work other than Hi -Tuff Metal and Fascia is not covered by Stevens for Warranty. Metal work must be secured in a manner approved by Stevens to prevent damage from buckling or wind. All metal work must be sealed and waterproofed to prevent leakage. 1.02 Quality assurance A. Apply roofing system using a roofing contractor authorized by Stevens. B. Classified by Underwriters Laboratories, Inc. as a Class A sheathing material for use in construction of Class A roofing systems and also approved by Factory Mutual for Class I construction, subject to the conditions of approval as described in FM Reports J.I. 0G8A7.AM and J.I. 1H4AO.AM. C. Inspection: Upon completion of the installation, an inspection shall be made by a representative of Stevens to ascertain that the roofing system has been installed according to Stevens approved specifications and details. Upon approval of the project, a warranty shall be written. D. Changes: Should there be deviations or changes from this specification without written approval of Stevens, the project is not authorized for instal- lation and is not eligible for Warranty coverage. 1.03 Submittals A. Samples of all materials not supplied or approved by Stevens shall be submitted to Stevens for written approval prior to the start of installation. Authorized applicators must submit a roof drawing indicating which details will be employed in the project. Unusual details must be shown as to their anticipated construction. These drawings shall be approved by Stevens prior to the start of work. These should include: outline and size of the roof, perimeter and penetration details, loca- tion and type of penetration, and a copy of any special details used. 1.04 Delivery and storage A. All materials provided by Stevens shall be deliv- ered with appropriate packaging labels indicating appropriate warnings, storage conditions, lot numbers and usage instructions. B. Materials shall be stored in its original packaging and conditions shall be maintained in accordance with the manufacturers recommendations. 1.05 Precautions A. Adhesives, primer, and caulks as indicated are extremely flammable and /or toxic. Use precau- tions indicated on can and carton labels. B. Surfaces to be bonded shall be dry and clean. Suitable surfaces are usually considered to be smooth, solid masonry, wood, and metal plus well fastened insulation board that is considered water resistant and accepted for adhered applica- tions by Stevens. C. After exposure to sunlight for 24 hours or longer, Hi -Tuff membranes may have achieved a "sur- face" curing. Prior to hot -air welding an applica- tion of Hi -Tuff Primer is required to achieve a proper weld. The need for primer is determined by a test weld. Rev. 2: 6/87 * Starred material changed since last issue. a -11 i Hi- TuffT" Installation Manual D. All fasteners should be installed with a depth, - sensing screw gun to prevent overdriving. ,, 1.06 Warranty A. A Stevens representative shall inspect the installation of the Hi -Tuff Roofing System, and upon approval a five (5) year Warranty shall be issued. B. A five (5) year Warranty is available at no additional charge for roofs 6500 sq ft or larger. A minimum charge shall be levied on all roofs less than 6500 sq ft. C. A ten (10) year Warranty is available at an additional charge. D. Upon acceptance through inspection, Stevens' Standard Warranty will be issued. E. Consideration should be given in the project design to problems that can precipitate from the smooth surface characteristic of the Hi- Tuff sheet. If access is required onto sloped areas when the membrane is wet, walk surfaces may be needed. For northern climates, snow sliding could create a hazard adjacent to the perimeter if a retarding system is not installed above 3 in. per foot slopes. Part 2 — Products 2.01 General A. All materials shall be furnished, specified, or approved in writing by 'Stevens. Samples of all materials used on the project that are not supplied by Stevens shall be furnished to Stevens for written approval prior to the start of work. 2.02 Membrane A. Membrane shall be .045 in. nominal thickness, scrim - reinforced uncured white Hypalon sheet 64.5 in. wide by appropriate length conforming to the following minimum physical properties. Table: Physical properties of Hi Tuff"" field sheet (.045 in. nominal) Physical property Weight, minimum (Mass) Thickness tolerance Breaking strength, minimum Tear strength, minimum Low temperature bend, 1/8 in. mandrel Shore A hardness Heat aging Volatility, maximum volatile Toss Hydrostatic resistance, minimum Ozone resistance" Emmaqua® concentrated natural sunlight, 3 million langleys Dimensional stability Puncture resistance, minimum Test method ASTM D -751 ASTM 0 -751 ASTM 0 -751, Grab Method ASTM D -751, Tongue Tear ASTM D -2136 ASTM 0 -2240 ASTM D -573 7 days @ 200 °F (93.3 °C) retention of tensile ASTM 0 -1203 Method A ASTM 0 -751 Method A ASTM D -1149, 3 ppm @ 30% strain @ 104 °F (40 °C): 72 hrs and 2500 hrs ASTM E -838 ASTM D -1204 24 hrs @ 129,2 °F (54 °C) FTM 191 B, Method 2031 200 lbs Specification 0.29 lbs/ft2 (1.41 Kg /M2) ± 10% 225 lbs 90 lbs —40 °F (-40°C) Pass 80 ± 5 maintains 100% of original breaking strength 0.5% 300 psi no effect no visible surface cracking or stiffening 0.1% 'Test performed on nonreinforced materiel only. a -12 * Starred material changed since last issue. Rev. 2: 5/87 i 2.03 Related materials A. Flashing: Flashing shall be same membrane as in 2.02 except for perimeter use of Hi -Tuff Fascia or Hi -Tuff Metal for gravel stops or drip edges. Unreinforced .055 in. thick, uncured, white Hypalon shall be supplied for field - fabricated vent stacks, pipes, and corners. B. Bonding adhesive: Stevens Hi -Tuff Bonding Adhesive shall be provided to hold fleshings in place. Not to be used in the seams. C. Perimeter half sheets: For buildings less than 70 ft high in wind zones not exceeding 90 mph, two (2) shall be installed at all exterior roof perimeters that are not bordered by a parapet wall or an adjoining building a minimum of 24 in. higher than roof level. See special condition fastening specs at end of this specification for guidelines addressing more severe exposures. D. Hi -Tuff AII- Purpose Sealant: Provided to serve as water cut -off mastic, pitch -box sealer, and as a caulk to seal Hi -Tuff membrane to metal. E. • Primer and Solvent: Stevens Hi -Tuff Primer and Solvent are provided for the purpose of preparing cured membrane for hot -air welding. F. Seam caulk: Stevens Hi -Tuff Seam Caulk shall be provided for the purpose of sealing any cut edge of reinforced membrane. G. Overnight seal. Tie -offs that are effective in preventing moisture penetration under newly installed Hi -Tuff shall be made at the end of each workday and when weather threatens. H. Caulks. Only Hi -Tuff All-Purpose Sealant is authorized for miscellaneous caulking applications that are in contact with Hi -Tuff system components or are intended to seal a penetration through the membrane system. I. Insulation: Insulation or protection board must be accepted in writing by Stevens. AII insulations must be approved by their manufacturer for Hi -Tuff installations. See the current Hi -Tuff Insulation List for acceptable products and instructions for qualifying alter- nate products. J. Mechanical fasteners for membrane: Shall be supplied by Stevens. Plates are 2 in. in diameter of 22 -gauge metal. Coated screws range from 15/8 in. to 12 in. long. Plastic fasteners with integral plates range from 3 in. to 5'/2 in. long. Coated spikes are provided as an alternative fastener for concrete decks. Hi- Tuff'" Installation Manual Part 3 — Execution 3.01 Substrate preparation A. The contractor shall be responsible for suitable substrate to accept Hi -Tuff membrane. In reroofing, test cuts shall be made by roofing contractor to determine existing condition and deck suitability. All saturated materials must be removed. In all cases, substrate shall be smooth and free of debris, sharp edges and other surface irregularities prior to the start of work. Any uneven or gapped joints in the membrane substrate can cause inconsistent membrane welds and must be avoided. B. Steel deck: Shall be covered with an approved Factory Mutual Class I insulation mechanically fastened to deck with fasteners approved by Stevens. C. Concrete, plywood, wood plank or flat sheet -metal surface: Shall be dry, clean, smooth, free of sharp edges, and suitable for acceptance of Hi -Tuff membrane. A rough surface that would cause damage to the membrane shall be covered with a protection board. Joints greater than ''A in. wide shall be repaired. Stevens Hi -Tuff plates and screws must be used to anchor Hi -Tuff membrane to roof deck. Stevens fasteners are available for wood, metal, structural concrete, gypsum, and tectum. Other substrates that require special fasteners are considered on job basis. D. Reroofing over existing surface: Specifier and /or applicator shall determine condition of existing roof. Significantly deteriorated decking must be repaired or replaced, as appropriate. Wet materials (containing free moisture that would evaporate if exposed to atmosphere) must be found and replaced. Existing surface shall be dry, reasonably smooth and even, blisters cut, and excessive aggregate removed prior to installation of approved insulation board. Hi -Tuff fasteners or other Factory Mutual approved screws shall be used in conjunction with 3 in. FM approved insulation plate to anchor insulation board through the existing roof and into the deck. Hi -Tuff plates and fasteners shall be used to anchor the membrane to the deck. E. Vapor retarder: Is not required for protection of Stevens Hi -Tuff Roofing System. As a guideline, the National Roofing Contractors Association states, "... vapor retarders should be considered for use when both of two conditions are anticipated: (1) the outside mean, average January temperature is below Rev. 2; 5 /87 * Starred material changed since last issue. a -13 Hi -Tuff' Installation Manual 40 °F (4.4 °C), (2) the expected winter, interior relative humidity is 45 percent or greater." F. Nailers: Treated for rot resistance, wooden" nailers shall be installed at gravel stops or drip edges on outside perimeter of buildings. 1. Reroofing: Use #2 or better wood treated for rot resistance. Creosote and asphaltic preservatives are not acceptable. 2. New roofing: As specified by architect. A treated wood nailer is recommended. Effective perimeter attachment must be achieved per details. 3. All construction: Nailer shall be anchored with a suitable fastener for the application having a minimum withdrawal resistance of 100 Ibs staggered 6 in, O.C. within 8 ft. of an outside corner with 12 in. O.C. along other perimeter areas. 4. All construction: Nailer thickness shall be chosen to match the top surface of adjacent construction + or — ''/ in. This permissable variation shall not contribute to ponding. 5. Nailers around skylight, curbs, expansion joints, etc., are not required. Use of Hi- Tuff plates and screws anchored to deck 12 in. O.C. through membrane and insulation is acceptable. 3.02 Application procedures A. Insulation or protection board: Since insulation requirements will vary for each project, the thermal value of the insulation must be calculated for the desired results. 1. Minimum thickness: Shall be approved in writing by Stevens. 2. Compatibility: Certain insulations such as polystyrene are not compatible with coal tar pitch. Contact manufacturer for recom- mendations. 3. Manufacturer's instructions: In regard to attachment, compatibility, spanning of metal flutes, etc., the manufacturer's instructions or specifications shall deter- mine the suitability for an application, sub- ject to acceptance by Stevens. 4. Precautions: The surface of the insulation must not be ruptured by mechanical fastening. 5. Expanded polystyrene: Must be covered with minimum 'fa in. fiberboard. 6. Attachment: Insulation must be recom- mended by its manufacturer for mechanical attachment. All boards must be mechani- cally attached by an FM- approved plate and fastener. Boards must be fastened sufficiently to conform to the substrate surface geometry. See the Hi -Tuff acceptable Insulation List for minimum fastening requirements. Fastening patterns for other products will be set by Stevens after the manufacturer states his minimum requirement for the specific job. 7. A Stevens manuf red insulation: In some applications ns it adh ' -g-ttf insulation hot steep The board f d the a • reco cation in writing for consideration. B. Attachment of Hi -Tuff membrane 1. Membrane is to be attached with HI -Tuff screws and plates in wood and metal decks. Hi -Tuff concrete anchors and plates must be used in concrete decks (Consult Standard Details for appropriate spacing). 2. Lightweight cementitious d. • s: s NTB (non - therma edging) fasteners e e use,Or fastening into Elastizel iiI -B, d tectum decks. Perform p 'tests in accor cew with the Hi -Tu I -Test Worksheet and ski br�it to ens for evaluation and establishmen?b of a fastening pattern. C. Installation 1. Approved insulation shall be laid with its longest dimension perpendicular to the direction of the membrane seams, with joints staggered over roof area to be cov- ered. Boards shall be butted as closely as possible with no gaps over 1/4 in. and mechanically attached as specified in 3.02,A,6 and illustrated in Standard Details. 2. Hi -Tuff perimeter half- sheets: Two or more half- sheets are installed at exposed perimeter areas, except when the building is less than 70 ft tall, has continuous 24 in. high parapet, and is located in a 90 mph or less wind zone according to Factory Mutual Research. They shall be laid out in an approved pattern as shown in standard details. Hi -Tuff plates and screws or anchors are installed along the edge of the membrane through the insulation, (through existing roof in reroofing), and into the roof nark (See Standard Details for fastener spacing, location). At perimeters a -14 * Starred material changed since last issue. Rev. 2: 5/87 that are to receive a gravel stop or metal edging, the Hi -Tuff membrane must be brought over the outside edge and terminated 12 in. O.C. unless otherwise stated in the appropriate detail. 3. Field sheets: Hi -Tuff membrane shall be unrolled on an area to be covered, with the edge of the roll aligned on the seaming line provided. Hi-Tuff plates and screws are installed along the leading edge of the membrane, as illustrated in Standard Details, through the insulation (through existing roof in reroofing), and into the roof deck. Adjoining rolls of Hi -Tuff membrane shall overlap the fastened edge of the installed membrane by 4.5 in. (See standard derails for fastener location). D. Lap splice: Membrane shall be overlapped and hot -air welded. 1. Hot -air welding: An automatic hot -air welder and a hand -held welder are available for Hi -Tuff applicators. Complete training will be provided for their setup and use of the hot -air welders by the Stevens Technical Service Department. Small work and repairs can be done efficiently with the hand welder: however, hand -held welders are not a recommended means of field seaming. The entire lap must be probed each day soon after it has cooled to verify that the welder set -up is effective. The membrane must be allowed to cool. In addition, there should be periodic checks (including at the start of each day) to verify good peel strength. Cut edges shall be caulked by applying Hi -Tuff Seam Caulk from a squeeze bottle. 2. Hot-air welding of exposed and cured membrane: Hi -Tuff membrane is manufactured as an uncured Hypalon- based sheet and by design will cure with exposure to sunlight and moisture. After curing begins (from the top surface down), hot -air welding will be impossible without first applying Hi -Tuff Primer to the cured surface. a. Surfaces to be primed must be clean and dirt-free. Remove excessive dirt by washing with a detergent. Rinse thoroughly, allow to dry, and then wipe cured surface with Hi -Tuff Solvent. b. Brush or roller -apply a liberal amount of Hi- Tuff'" Installation Manual Hi -Tuff Primer. Allow the primer to surface dry (5 minutes). Primer should not be allowed to dry for more than 30 minutes. If this occurs, re-apply primer. NOTE: After prolonged exposure of the membrane to weathering, it is necessary to use a two -coat primer application procedure to ensure that the chemical bonding process between old and new Hi -Tuff Membrane is effective. Allow liberal first coat to thor- oughly dry (30 minutes or more). Apply second coat to both surfaces and hot -air weld after five minutes. c. Position the membrane that is to be welded to the cured membrane for proper seam overlap. d. Weld the two sheets of membrane together as if they were two uncured sheets. CAUTION: For standard Hi -Tuff Primer the temperature of the sheet and primer should be above 40 °F (4.4 °C) and rising. For tem- peratures lower than this, use Hi -Tuff Cold Weather Primer. E. Perimeter fastening: Wood nailers are required for perimeter gravel stops or drip edges. Membrane may be fastened at other terminations by use of Hi•Tuff plates and screws. 1. Wooden nailers: See 3.01. F. 2. Perimeter or curb flashing: Membrane shall be mechanically fastened 12 in. 0.C. through Hi -Tuff plate, membrane, and insulation (existing roof in reroofing) into deck. Fastening shall occur at parapet wall, curbs, skylights, expansion joints, and any other roof penetrations that exceed 24 in. in any dimension. F. Flashing: Perimeter, curb, vents, expansion joints, drains, and other details shall be flashed as shown in Hi -Tuff Detail Drawings. 1. Apply Hi•Tuff Bonding Adhesive to both underside of flashing and surface to which it is to be bonded, at a rate of approximately one (1) gallon per 60 square feet of surface coverage. NOTE: Bonding adhesive shall not be applied to that portion of the flashing that overlaps 'onto itself. Hot -air welding shall be used throughout the system where Hi -Tuff Rev. Z: 5187 w Starred material changed since last issue. a -15 .i Hi- Tuff'' Installation Manual membrane overlaps itself. 2. Hi -Tuff Bonding Adhesive shall be allowed to dry to finger touch until it does not string or stick to a dry finger. Roll the flashing into the dry adhesive. Care must be taken to assure that the flashing does not bridge where there is any change of direction. 3. All flashing shall be mechanically fastened at the top under or through appropriate counter flashing with approved fasteners as shown in detail drawings. 4. Hi -tuff metal flashing at perimeter shall be made as in Standard Details. Laps shall ex- tend a minimum of 2% in. beyond fasteners onto field sheet. 5. Pipe fleshings shall be installed in accordance with standard illustrated details. 6. Expansion joints shall be installed in accordance with standard illustrated details. 7. Roof drains shall be installed in accordance with Standard Details. In reroofing, old drains must be cleaned or replaced as needed for clamping detail. Remove old leads and packings. Field seams should not be run through drains. G. Metal work: Metal work other than Hi -Tuff Metal and Fascia are not covered by Stevens for warranty. Drain sleeves are not covered under warranty. 1. Metal work shall be installed in a manner that prevents damage from buckling or wind. 2. All metal work must be sealed and water- proofed in an acceptable manner, H. Overnight seal /temporary water stop: Shall be made by sealer provided or approved in writing by Stevens. To protect the insulation from inclement weather at the end of a day's work, the membrane is extended beyond the insulation and set into the approved overnight seal material. I. .Roof walkways: Wren - regular- ereffic -to service rooftop units -is i .dkated, a- walkway over -the membrane -shall-be-made:This-may consist of smooth surface paver-blocks or' asphaltic or rubber walk boards adhered to the - membrane with Hi -Tuff Bonding Adhesive14o install•walk pads:. Clean roof surface of dirt and debris. 2. ash off membrane to achieve a cl su ace. 3. Apply i -Tuff Bonding Adh - ' e to both the und• side of the walk .ad and the area of the me brane to b- overed by the walk pad. 4. Hi -Tuff Bondin•- • dhesive shall be allowed to dry until i not string or stick to a dry finger 5. Flip o r walk pad so t at the two areas coated with Hi -Tuff Bon •' g Adhesive rpome in contact with each -they. Walk on top of walk pad to adhesion. • NOTE: Use approximately one gallon of Hi -Tuff Bonding Adhesive per s0 square feet of roof coverage. However, a porous pad surface will require more adhesive in the form of a precoat. Because some walk pads are not compatible with Hi -Tuff Bonding Adhesive, the walk pad manufacturer must be consulted to ensure compatibility and their attachment requirements. en ure Fastening variations for tall buildings NOTE: Fastening patterns are for 3/4 in. ply- wood, 22 gauge steel and 3000 psi concrete decks on buildings located more than 10 miles from coastlines. For other types of deck construction and seacoast applica- tions, contact Stevens. Fastening Pattern: Buildings 70 ft or less high 1. Two half - sheets, 12 in. on center, parallel to entire perimeter ("picture frame "). 2. Field sheets 18 in. on center. .Eastening Pattern: -BuUdi•Rgs over 70 ft to 110 ft high rrter—ai uutaioe th - field-sheet f orer, withell- threelttegts i rout: 2T44e445- s14e44s a.8 +a,- oft- eertter. a -16 * Starred material changed since last issue. Rev.2: 5187 Hi-Tuff" Specification Manual Hi -Tuff Field Sheet Membrane This product is intended for use by licensed applicators of Stevens Hi -Tuff Roofing Systems who have had instructions as to the proper use of this material and have read the complete Hi -Tuff Specifications. General description Hi -Tuff field sheet membrane is a 45 -mil -thick (nominal). "Hypalon "- based. polyester scrim - reinforced roofing material. It is usually supplied in rolls 64'': in. wide and 80 ft long. which provide a 4- square yield. Hi -Tuff field sheet membrane is manufactured by a proprietary calendering process and consists of two thicknesses of Hi -Tuff rubber that fully encapsulate the . reinforcing scrim. The "up" side rubber is colored white for reflectivity and is slightly thicker than the "down" side rubber, which is tinted blue for identification purposes. Hi -Tuff membrane rubber is formulated to be installed in an uncured, thermoplastic state. which permits seaming by the application of heat and pressure. It begins to cure upon exposure to the weather. Technical specifications • Color: white Thickness (nominal): 0.045 in. Weight (45 -mil nominal): 0.29 Ibs: ft:: approximately 145 Ibs /80 -ft roll Breaking strength (minimum): 225 Ibs (ASTM D -751 Grab Method) Tear strength (minimum): 90 Ibs (ASTM D -751 Tongue Tear) Low - temperature bend, Vs-in. mandrel: -40 °F ( -40 °C) (ASTM D -2136) Shore A. Hardness:* 80 = 5 (ASTM D -2240) Tensile strength retention after heat aging: Maintains 100% of original breaking strength per ASTM D -751 after 7 days @ 200 °F (93.3 °C)' (ASTM D -573) Volatile loss (maximum):' 0.5% (ASTM D -1203 Method A) Hydrostatic resistance (minimum): 300 psi (ASTM D -751 Method A) Ozone resistance:' No effect (ASTM D -1149 — 3 ppm @ 30% strain, 104 °F (40 °C), 2,500 hours and 72 hours EMMAOUA! concentrated natural sunlight resistance: No stiffening or visible surface cracking after 3 million Langleys (ASTM E -838) Dimensional stability: 0.1% after 24 hours @ 129 °F (59 °C) (ASTM D -1204) Puncture resistance (minimum): 200 Ibs (FTM 101B Method 2031) Packaging and storage Hi -Tuff field sheet membrane comes in a 641/2-in. width. rolled in 80 -ft lengths. Store in a cool, dry location with protective packaging intact. DO NOT REMOVE PROTECTIVE PACKAGING UNTIL READY TO USE. Precautions Do not damage or remove protective packaging until ready to install. Hi -Tuff rubber is formulated to begin curing when exposed to weather. 4!! s:pe ^enrs nere.n a:e eyyess' ors of opinion. which by pe""c•-a »ce an,::eM in, a:e ;ee'•cveC to be accurate and ,ei,.8; :e bur a:e presenrec wane -! ,any Anow :eage Ina: such reco-'rended uses r,ay ii: :Inge any patent. No warranty 01 any nc ,.natsoever e•.a:essec :: impl•ed. is made or intercen 'Ter :e. :;,rrred bn nc.^re:,,Iorcedmaterial only. Hw. 1: 5/06 4 -3 Hi- Tuff" Specification Manual it Hi -Tuff Unsupported Membrane This product is intended for use by licensed applicators of Stevens Hi -Tuff Roofing Systems who have had instructions as to the proper use of this material and have read the complete Hi-Tuff Specifications. General description Nonreinforced, white Hi -Tuff rubber membrane is provided for making terminations that require higher extensibility than is allowed by scrim- reinforced membrane. Typical application examples include inside /outside corners, vent stacks, other penetrations, etc. Consult specification drawings for installation details, • Technical specifications Color: white • Dimensions: 30 in. wide x 50 ft long (roll) x 0.055 in. thick (nominal) Tensile strength (minimum): 1000 psi (ASTM D -412) Elongation (minimum): 400% (ASTM 0 -412) 4 Tear strength (minimum): 150 Ibs /in., Tear Die C (ASTM D -1004) Weight: 42 Ibs per 50 -ft roll Packaging and storage Hi -Tuff unsupported membrane comes rolled in 50 -ft lengths 30 in. wide. Store in a cool, dry location with protective packaging intact, DO NOT REMOVE OR DAMAGE PROTECTIVE PACKAGING UNTIL READY TO USE. Precautions Do not damage or remove, protective packaging until ready to install. HI -Tuff rubber is formulated to cure when exposed to weather. All statements herein are expressions of opinion, which by performance and testing are believed to be accurate and reliable: but are presented without any knowledge that such recommended uses may infringe any patent. No warranty of any kind whatsoever, expressed or implied. is made or intended. 4 -4 Rev. 1; brit Hi -Tuf r Specification Manual Hi-Tuff Bonding Adhesive This product is intended for use by licensed applicators of Stevens Hi -Tuff Roofing Systems who have had instructions as to the proper use of this material and have read the complete Hi -Tuff Specifications. General description Stevens Hi -Tuff bonding adhesive is a synthetic polymer -based contact adhesive that is designed for bonding Hi -Tuff membrane to wood, metal, masonry, and approved roof insulation board surfaces. Technical specifications Color: amber Solids content: 25% synthetic rubber Solvent: 75% petroleum distillates Weight: 38 lbs per 5- gallon pail (gross) Packaging and storage Hi -Tuff bonding adhesive comes in 5- gallon, removable -top containers, packaged 45 per pallet. Close container tightly after each use. Store in cool (60 -90 °F; 15.6- 33.2 °C), well - ventilated area. Keep away from heat, sparks, and open flame. Application Procedure Equipment: Adequate adhesive, rags. solvent- resistant gloves. and oil -grade rollers or brushes for application. Preparation: Mating surfaces should be dry, clean, and free from oil, grease, and other contaminants. Stir adhesive thoroughly before using. Application technique: Preglue both. the substrate (metal, concrete, wood) and the underside of the Hi -Tuff membrane to be attached, applying adhesive with roller or brush in an even coat at a rate of 60-65 ft /gal, Allow to dry until surface of the adhesive does not stick to a dry finger. and then roll preglued membrane onto preglued substrate. Care should be taken to avoid application of bonding adhesive to hot -air- welding sites. Precautions This component of the Hi -Tuff Hoofing System contains highly flammable solvents. Smoking or open flame must not be permitted at the job site. Adequate ventilation must be provided. Care must be taken to avoid breathing the solvent -based vapors. which are harmful to health. Follow other specific precautions listed on product package label and on Safety Data Sheets. Al; statements herein are expressions of opinion, which by perlcrmance and testing are believed to be accurate and rehable:: ul are presented without any knowledge that such recommenced uses may,nlnnge any paten;. No warranty of any &:.nc wnarsoever. expressed or rmphec. is made or rnte.lded Hi- Tuff" Specification Manual Hi -Tuff All - Purpose Sealant This product is intended for use by licensed applicators of Stevens Hi -Tuff Roofing Systems who have had instructions as to the proper use of this material and have read the complete Hi -Tuff Specifications. General description Stevens Hi -Tuff all- purpose sealant is a white, high - solids, one -part. gun -grade sealant material having excellent adhesive qualities. It is designed to be used as a water cutoff, pitch -box filler, and sealant for metalwork. Technical specifications Color: white Solids: 90% Solvent: 100/0 petroleum distillates Weight: 11.5 Ibs per gallon (gross) Consistency: gun -grade Packaging and storage Hi -Tuff all- purpose sealant comes in 10.5 -oz cartridges packaged 10 per carton and in 1- gallon, removable -top containers, packaged 4 per carton. Close container tightly after each use. Store in cool, 60-90°F (15.6-32.2°C), dry, well- ventilated area. Keep away from heat, sparks, and open flame. Application procedure Equipment: Adequate sealant, rags, cleaning solvent, solvent - resistant gloves. trowel, caulking gun. Preparation: The surfaces to be sealed should be dry, clean, and free from grease and other contaminants. Application technique: Hi -Tuff all-purpose sealant must be applied by caulking gun or trowel. Precautions This component of the Hi -Tuff Roofing System contains highly flammable solvents, Smoking or open flame must not be permitted at the job site. Adequate ventilation must be provided. Care must be taken to avoid breathing the solvent -based vapors, which are harmful to health. Follow other specific precautions listed on the product package label and on Safety Data Sheets. All statements herein are expressions of opinion, which by performance and testing are believed to be accurate and reliable: but are presented without any knowledge that such recommended uses may infringe any patent. No warranty of any kind whatsoever. expressed or implied. is made or intended. 4 -12 Arr. 1:5/86 Hi- Tuff "' Specification Manual Hi -Tuff Seam Caulk This product is intended for use by licensed applicators of Stevens Hi -Tuff Roofing Systems who have had instructions as to the proper use of this material and have read the complete Hi -Tuff Specifications. General description Stevens provides a one -part, white, solvent -type seam caulk that fuses to Hi -Tuff membrane and is used to protect the exposed edges of trimmed seams and exposed scrim from the weather. It is used primarily at end laps and flashing terminations. Technical specifications Color: white Solids content: 56% synthetic rubber Solvent: 44% petroleum distillates Weight: 10.5 Ibs /gal (gross) Consistency: squeeze -tube grade Packaging and storage Hi -Tuff seam caulk comes in 1- gallon, removable -top containers. packaged 4 per carton, Close container tightly after each use. Store in a cool, 60 -90 °F (15.6- 32.2 °C), well- ventilated area. Keep away from heat, sparks, and open flame, Application procedure Equipment: Adequate seam caulk, rags, cleaning solvent, solvent- resistant gloves, plastic squeeze bottles, stitf bristle brush. ' Preparation: Stir seam caulk thoroughly before using. The edge of exposed seam is to be free of dirt, moisture, and oil. Use clean, dry rags to remove moisture; use a stiff bristle brush to remove dry dirt. Use Stevens Hi -Tuff solvent to remove oils. WARNING: Protect hands and skin from solvent with proper gloves. Application technique: Use the squeeze bottle 10 run a bead of seam caulk along the exposed edge of the seam to form a smooth fillet. For further application instructions, see Stevens Hi -Tuff installation specifications. Precautions This component of the Hi -Tuff Roofing System contains highly flammable solvents. Smoking or open flame must not be permitted at the job site. Adequate ventilation must be provided. Care must be taken to avoid breathing the solvent -based vapors, which are harmful to health. Follow other specific,precautions listed on product package label and on Safety Data Sheets. All statements herein are expressions of opinion, which by perlormance and testing are believed to be accurate and rete :le but ate presented wstnout any knowledge that such recommended uses may Infringe any patent. No warranty of any kind whatsoever, expressed or implied, is made or intended Hi- Tuff" Specification Manual Hi -Tuff Primer This product is intended for use by licensed applicators of Stevens Hi -Tuff Rooting Systems who have had instructions as to the proper use of this material and have read the complete Hi -Tuff Specifications. General description Stevens Hi -Tuff primer is a solvent -based synthetic rubber primer developed to solvent - reactivate partially cured Hi -Tuff membrane in preparation for hot -air welding. NOTE: A.sample test weld will indicate the need for primer. Surface curing will vary greatly with weather conditions. Hot, moist weather may initiate the curing process in 24 hours. Technical specifications Color: white Solids: 10.4% synthetic rubber Solvent: 89.6% petroleum distillates Weight: 12.5 Ibs per gallon (gross) Packaging and storage Hi -Tuff primer comes in 1- gallon, removable -top containers, packaged 4 per carton. Store in cool (60 -90 °F; 15,6- 32.2 °C), dry, . well - ventilated area. Do not allow primer to freeze. Application procedure Equipment: Adequate primer, rags. cleaning compounds (trisodium phosphate), solvent - resistant gloves, bristle -type paint brush (usually 2 in, x Yz in.), or oil -grade paint roller. Preparation: Surfaces to be primed must be dry, clean, and free from oil, grease, and other contaminants. Application technique: After the application of Hi -Tuff solvent apply a liberal brush or roller coat of Hi -Tuff primer to cured surface. Allow the primed surface to dry (5 minutes or less). Primer should not be allowed to dry for longer than 30 minutes: if this occurs, reapply the primer. Position the membrane that is to be welded to the primed, cured membrane. The two sheets of membrane are then heat - welded as would be two ' uncured sheets. See specifications for a complete description of this process. Precautions Adequate ventilation must be provided. Care must be taken to avoid breathing the , solvent -based vapors, which are harmful to health. Solvent- resistant gloves must be worn. Follow other specific cautions listed on the , product package label and on Safety Data Sheets. All statements herein are expressions of opinion, which by performance and test;r; are oe!+evet. to oe accurate and re!raofe. but are presented wstrout any knowlec'ge that such recommended uses may infringe any patent, No warranty of any kind whatsoever. expressed or rmphed, is made or intended. 4 -14 Arr. 1; sit• Hi- Tuff'"" Specification Manual Hi-Tuff Fasteners and Plates This product is intended for use by licensed applicators of Stevens Hi -Tuff Roofing Systems who have had instructions as to its proper use and have read the complete Hi -Tuff Specifications. General description Stevens supplies highly corrosion - resistant and abrasion resistant fasteners and deck plates (if applicable) for the attachment of Hi -Tuff roofing membrane to various substrates. Because of their performance characteristics, the use of Stevens fasteners is required for warranty of the Hi -Tuff System. The Hi -Tuff Seam Fastening Plate Hi -Tuff corrosion- resistant, G -90, hot - dipped galvanized steel plates have a unique configuration designed to provide maximum wind uplift resistance. They have a recess that accepts all Hi -Tuff Fastener heads (except NTB). The Hi -Tuff Insulation Fastening Plate The Hi -Tuff insulation fastening plate is made of high- strength, impact- resistant plastic. It is 3- inches in diameter, has a unique backout- resistant design, and is gray in color. It also has a recess that accepts all Hi -Tuff fastener heads (except NTB). The Hi -Tuff All- Purpose Fastener Hi -Tuff all- purpose fasteners are No. 14 screws with extra deep threads for extra holding power and superior pullout strength. The head of the fastener is low profile and self- centers in the plates: a deep No, 3 Phillips depression provides excellent driving stability and eliminates cam -out. The head has no sharp edges to puncture the roofing membrane. All Hi -Tuff fasteners have been designed with a corrosion resistant coating. This coating has been selected to exhibit the best cross between corrosion resistance and abrasion resistance. This is assured through the proper selection of base and top coats. The coating applied to the Hi -Tuff fastener yields excellent corrosion resistance to acidic and salt environments. Hi -Tuff fasteners are self - tapping in metal and wood -deck applications. This fastener may also • be installed into structural concrete deuxs. However, a pre - drilled pilot hole is required for this application. NOTE: Pull -out tests are necessary to determine the applicability of the Hi -Tuff Fastener in structural concrete decks. This is because concrete compressive strength and aggregate varies geographically. The Hi -Tuff Concrete Spike ' -Tuff Concrete Spikes are provided for att ment of the Hi -Tuff Roofing System to struct• -I concrete decks. The concrete spike is classifies lss a compression - expansion fastener which work '"n the principal of,'Spnng tension. • The fastener h- an expansion offset located at the bottom of the "pike. T, a offset straightens as it enters the hole, ther3aftempts to retain its original shape, thuspro3ing pullout resistance. This fastener has proven extremely resistant to vibratory loading'To install th�e;Hi -Tuff Concrete Spikes, a 'A in,!pilot hole is drillecl;.Pto the concrete dedk to a depth of approiil ately 11/2 in. The fastener is then driven into the hole for a minimuFh' 1 '/ in. embedment. NOTE: Tes , ulls shall a required to determine the applicab 'ty of thi astener to the specific concrete deck and uld generally be used where the all- purpose fastener will not perform. The Hi -Tuff NTB Plastic Fastener ff NTB Fasteners are used for attadhing a Hi -Tu sofing System to light- wejglli decks (gypsum, -;,rum & Elastizell III;3). The NTB fastener is ms d from a reinforced plastic and contains a corro resistant metal insert which extends in a barbel -re to prevent backoff. The fastener is quic$IV i alled into light- weight decks with a unique pneumatjc installation tool. In some cases.,d' pilot hole may &e required. The pneumatic tpo1 drives the fastendr,vith its integral plate into.;Place. A quick pull of theVigger sets the ba\ NO: Due to the wide variance of pulld'cli.values to deck conditions, each project mustbtest pulled and approved prior to warranty. Stainless -Steel Fastener- Hi-Tuff stainless- 'acc �1-- _'stener•provides exceptionally long.0o>;r iion resistance in the roofing J.y.sliffn environme?it has a deep #3 Phillip re, deep thread configur and is m only in the #14 size. Rev. 2; 5/87 4 -7 Hi- i uff'M Installation Manual length (inches) 1 1/4 2 3 4 5 6 7 8 10 12 r i , 1 2 aiii BititAk. ...w...ilm =l1I 3 +, �-� rm.. I 0 4 MI 5 - amviirmun = Mir I ill IN 6 7 Mr- I 8 AI 1 9 -4111 111:11 �� O 10 ( ~ 1 �11116_ _1 In LI '1 Range of sizes of Hi -TutfT metal /wood fasteners; plate with screw head is also shown. Rev. 2t 5/87 w Starred, material changed since last issue. 2 -9 it COMPONENTS, ACCESSORY PRODUCTS & SYSTEMS Stevens Membrane Seam Fasteners JPS requires that only Stevens fasteners be used for attaching membrane to the roof deck. All Stevens seam fasteners and plates for wood and structural concrete decks meet Factory Mutual Standard 4470 for corrosion resistance. Multi- layered, abrasion - resistant, fluorocarbon base coatings protect Stevens carbon -steel screws and concrete spikes from the highly corrosive environments that cart exist in a roof assembly. The coatings are specially engineered to resist the abrasion that typically affects common fasteners upon drilling through an old built -up roof and also at the point of entrance into a metal roof deck. Stevens 2 -inch (5 cm) plates are required for fastening in the seam. The barbed metal plates are made of corrosion - resistant Gaivalume. Barbs protruding from the bottom of the plate grip the membrane to better distribute wind loads. A recess in the plate accepts all Stevens screws and spikes. The plastic 2 -inch (5 cm) seam plate on the ESL fastener also has membrane- gripping barbs for increased wind - uplift resistance. Stevens All- Purpose' #14 Screw Stevens System ESL The Stevens All- Purpose #I4 Fastener is an abrasion- resistant self - drilling screw with a deep No. 3 Phillips head. The thread con - figuration provides excellent hold- ing power and superior pullout strength. It may be approved for use with the 2 -inch (5 cm) barbed metal seam plate only on standard system applications over the fol- lowing deck types: o Wood o Metal o Structural concrete tevens # 14 Stainless -Steel ":r: Mew: V•:.. :.. • • The evens Stai ss -Steel fastener i self -dril . g #14 screw with a dee • , o. 3 ' illips head having outst• • i :. corrosion resis- tance. The thr configuration provides exce holding power and superior 11• strength. It is required fo • se wi ► the 2 -inch (5 cm) b.. -d metal m plate on selectee . •tal system a .lications, znd m . • e approved, alt • ugh not requ' d, in standard syst • • appli- cat s, over the following • ck s: ood Metal The preferred method of at- tachment in the seam for the decks listed below is the Stevens ESL (Easy - Set/Lap) seam fastener. Pro- vided as a pre - assembled two -piece unit, the screw is the standard #14 all- purpose fastener with a tough, impact- resistant, barbed nylon plate mounted on the screw shaft. The fastener utilizes threads directly under the head which screw into the plastic plate, virtually eliminating fastener pop -up due to insulation compression. A special drive tool makes the Stevens ESL the fastest, truest - driving seam fastener in the industry today. It may be approved for use on all standard system appli- cations over the following deck types: o Wood o Metal tevens LD The one -p a yens LD (Lightweight De' seam fastener with integral ch cm) plate is designee attach mem- brane t' : tweight ce • ti- tiou cks. It is made of . :h- p • • rmance reinforced nylo at naffected by the corrosive e ents normally found on a roof. Its 'de threads provide excellent llout values and extendable ngs eliminate backout. Pre - ling is required on some deck St ens LD seam fasteners with e dable prongs may be appro • d for - e on standard or total sys m app ations over the followin deck •es: o Te m • Gyp m • Elast . 11 III -B Note: Du to wide variatio - in pull -out r. istance betwe' similar deck types, ore job pull -o tests are requir or approv Stevens Co rete Spi ;:iaYWwC.ii, The Stevens '. ncrete Spike with Permagrit' ting is the preferred attac a method for structural con to • ks. It is a compression -: • ansi' carbon - steel fastene hich w ks on the principle of •ring tens . When driven int• • predrilled e, the preforme' -shape comp ses with spr' : tension agains e concret at three points of • tact, foreve ' rying to regain the o -anal confi: ation, exerting treme ous forc • gainst the wall of the h Hole g power is retained throu out e depth of the hole. Steven C. rete Spikes may be approve f• use on standard or total system plications over: Structural concrete decks Insulation Fasteners Stevens Roofing System specifi- cations require that screw fasteners used to attach insulation to the roof deck be FM- approved and have a 3 -inch (7.5 cm) plate. However, for added corrosion resistance and reliability, JPS recommends the use of the Stevens fasteners described on the preceding page in conjunction with the Stevens 3 -inch (7.5 cm) plastic insulation plate shown below. • � iY INNOMMEMIMMIMMENNMIOL The following fasteners may be approved for insulation attach- ment over the indicated deck types (Note: Only Stevens insulation fasteners and 3" (7.5 cm) plates will be approved for use in Total System applications.): For Wood & Metal Decks: o Stevens #14 all - purpose screw & 3" (7.5 cm) insulation plate. issammilirwaraissramisamr ansigiskaugmrsimimpam o Stevens ESI (Easy Set/Insulation) pre - assembled two -piece insula- tion fastener & 3" (7.5 cm) plate. o Arty JPS - approved FM screw fastener & 3" (7.5 cm) insulation plate. apiemplimmonempiiinig asiolasegoRIMMPINFormagamir el:winar L awaiditkosorma Stevens Pavers Meehanical attachment is of eal for all applications (i.e., of ks with high - strength or h a: egate structural concret w ; h can make pre - drilling hol. and fastener driving a ••st- pro • itive form of attachm t, or for a. thetic consideration- -tc.). ere extremely high ' d or memb e protection is a • ncern, the Ste ns Paver System • pro- vide w. nted protection gainst damage • m winds up to 20 mph (193 . And from a gle source of . pply and res • nsibility: JPS! s i• ++i i- Y: 1,,F; 4J w> Stevens Pavers wit tor system for maxi Stevens Pave features: o Exclusive c positively where req resistanc o Lightwei: t concrete locks are 8" x 16" 2.5" (20 cm 41 cm x 6 cm) w a footprint rea of not less th• 50 sq. in. /sq. (360 cm2 /m to protect insu ' tion from shear : mage. o Overs ed two -way ove •w drain :e channels assur apid wat- discharge and min izes pos • • ility of hydroplani under ex sive storm -water co, •'dons. o L •ue patterned surface s high wind laminar fl • for r uced uplift. o fety surface protects roo embrane from roof traffic. o • vailable in colors. Available in :3 material weigh (Types LW, MW SW) to match project requirements. rlocking connoc- piift protection. the following necto erlocks ed for e ystem avers reme uplift 07500 /JPS Buytine 2195 Stevens Walkway Pads The Hi- Tred" Walkway Pad •om .JPS is the only %valkway a owed for on Hi-Tuff roof • t is uired on Hi -Tuff Plus insta ti 's. Hi -Tred is ideal for pro cling th- •tevens Roofing System ecause it is nstructed of multiple •yers of scri einforced. Hypalon ased Hi -Tu embrane. maki it one of the tou- 'est. most punct e- resistant walkwa •ads on the m •et today. It ca also be hot- ..pped to a built -up r• f using Ty • III or IV asphalt. Stevens Hi•Tred ay Pad is puncture, UV, chemical, a - ether resistant Steve Hi•Tred',Va way Pads have the • 11owing featut : o Same cellent weathe and c mical- resistanc roper - ties a he Hypalon -base , Stevens Hi -Ti roofing membran • Emb' .sed surface reduce- hance of sl' page. o Eas o install using Steven bo ng adhesive. No fasten s re red. P. size is 24 , :1N.' ;' .1 (6 mm 972 mm >_ 4 mm) o S ndard odor is hlu.•k..klso ilahle in hlur. , gre> . tun. and tte. o !nintize abrasion and risk of echttntca! n! ;inta,r tip the roof tembrane. -.�- -- 41/2" LAP CROSS SECTION STEVENS • See Chart 1 for fastener spacing. PERIMETER FASTENING PATTERN Revision No. Hi- Tuff'" Robfing Tuff "" Roofing Systems Issue Date 5/86 Draw'ng No. HT -601 Hi-Tuff 7" Specification Manual "41C---- -- 4, /z" LAP CROSS SECTION + + + tee 1 • See Chart 1 for fastener spacing. • Run membrane perpendicular to direction of insulation's greatest dimension. STEVENS FIELD FASTENING PATTERN Hi TuffT"" Roofing Systems Revision No 1 Issue Date 5/86 Drawing No. HT -602 SECTION 3 Rey. 1; s /aa SEAM QVERLAP MINIMUM 41/2" STEVENS 1/2" LINE • Disc shall be 1/2" minimum from edge of sheet. • �..1/2 ".... OUTSIDE EDGE OF MEMBRANE PLATE AND FASTENER PLACEMENT Reves+on No. Hi Tuff' Roofing Systems Issue Dote 5/86 • Drawing No. HT -623 INSULATION PRODUCTS litROOFIN®YST -MS Insulation List and Fastening Rates /Patterns The following is a listing of insulations accepted for use under the Hi -Tuff Mechanically Attached, Fully Adhered and Ballasted Roofing Systems. The mechanical fastening rates and patterns listed are the manufacturer's requirements for their insulation under the Hi- Tuff Mechanically Attached and Fully Adhered Roofing Systems. For Ballasted Systems all insulation is to be loose laid as outlined on the Ballast and Paver Division 7 Specifications. The list also indicates which boards are approved for recover and Hi -Tuff Plus applications. In addition a separate list of barrier boards which are used as fire retardant barriers in Hi -Tuff systems is included. For all insulation boards: • 1. Insulation must be no less than 1 inch thick with exception fiberboard, perlite, extruded styrene, and tapered areas. Check minimum allowable thickness required to span metal deck flutes by referring to each Manufacturer's Published Literature. 2. Consult Stevens if the insulation manufacturer's current instructions conflict with information published herein. The board manufacturer's literature frequently establishes specific fastener placement criteria. 3. The applicable building codes should always be checked prior to proposing the application to Stevens or the building owner. 4. For FM and UL fire related assemblies and their (specific thicknesses) are listed in the Factory Mutual Approval Guide or Underwriters Laboratories Building Material Directory and Fire Resistance Directory. The UL and FM columns indicate only that the board is listed under one of the UL and FM Hi -Tuff assemblies. Consult the appropriate directory for specific assemblies. For polystyrene boards: 1. Expanded Polystyrene (EPS) insulation must be covered with an insulation board or slip sheet specifically accepted by Stevens and by local building codes. Expanded polystyrene must have a minimum density of 1.25 Ibs, per cu. ft. and must be overlayed with an approved insulation. EPS with a minimum density of 1.5 Ibs. per cu. ft. is required to be overlayed with an approved slipsheet. Please note: 1.5 lbs. density EPS applications on steel and wood decks require the use of ES fasteners for membrane and insulation attachment. For concrete and other decks, contact the JPS Design Review Group for approval. 2. Extruded Polystyrene with 25 psi compression strength may be suitable for use under the Hi- Tuff System without an overlayment but design acceptability according to applicable building codes should always be checked prior to proposing the application to Stevens or the building owner. For Extruded Polystyrene.with a compressive strength greater than 17 psi but less than 25 psi, no overlayment is required on steel and wood decks provided ES fasteners are used for insulation and membrane attachment. For concrete and other decks contact the JPS Design Review Group for approval. 3. Polystyrene may require the use of a thermal barrier underlayment of 1/2" gypsum board, 3/4" perlite, or 1" wood fiber board when the application is directly over a metal deck and if the building is not equipped with an interior sprinkler system. Consult local building codes for thermal barrier requirements. 4. Polystyrene is not compatible with Coal Tar Pitch. Consult each manufacturer for specific application requirements. For boards not listed: The insulation must be FM or UL approved for the type of single -ply system being proposed and bear each Agency's labeling on its packaging as does the Hi -Tuff Membrane, You must forward a letter to JPS Design Review Group signed by an authorized officer of the company stating they will take full responsibility for the performance of the product in accordance with their published literature for the suitability of the product for the specific application for 10 years under the Stevens Hi -Tuff Roofing System. The letter must also state their fastening pattern requirement an must reference the particular job. No blanket . letters will be accepted. Use of the insulation is still not authorized until accepted by Stevens in the context of the Request for Warranty, job approval procedure. 8.2104/90 JPS Elastomerics Corp. /Rooting Systems Division STEVENS Printed in U.S.A. 395 Pleasant Street, Northampton, MA 01060 413/586 -8750 Fax: 413/584 -6348 Roofino Systems ©1990 JPS Elastomerics Corp, table insulations: See Hi -Tuff Div. 7 Specifications Manufacturer Brand name Insulation type Facer UL FM Approved for HI•Tuff Plus Approved for Recover Applications Approved for Fully Adhered Applications Fastening Requirements Mech. Attach, Fastening Requirements Fully Adhered Amoco Foam Amocor P638 & PG 39 Amofoam Extruded Polystyrene N/A X Fesco Yes' Yes No 4 por 21(8' 8 oar 4'x8' 7 per 4'x9' N/A AFM Corp. Perform 1. 2, 3 Contour Tile Expanded Polystyrene N/A Foll & F9 X Gypsum No Yes No 6 per 4'x8' N/A Atlas Energy A/C Foam' Isocyanurete Foam Glass X X . Yes' Yes No New Const. 4 per 4'x8' Retool 5 per 4'x8' 1 per 2 sq. h. AC Foam 12 Isocyanurete Foam Glass X X Yes' Yea Yes AC Foam Supreme Isocyenurate Foam Foil X X Yes Yes Yes Celotsx • H•Therm AP Isocyanurete Foam Glass X X Yes' Yes Yes 5 per 4'x8' Note: Lap Seams must run perpendicular to 8 h. dimension of board of 8 per 41(8' 1 per 2 sq. ft. HyTherm Composite Isocyenurate Foam Glass No Yes No H•Therm SP Isocyenurate Foam Glass Yes' Yes No H•Therm Pyrox Isocyenurate Foam Glass Yes' Yes No H•Therm Whits Line Isocyenurate Foam Glass X X Yes' Yes No Hi•D Fiber BO Fiber Board N/A No No No Topa( Isocyanurete Foam Foll X X Yes Yes Yes Star AP Isocyanurete Foam Giese Yes' Yes No Tri.Star Isocyanurete Foam Foil Yes' Yes I No Hy•Tec fsocyanurete Foam Glass X X Yes' Yes No Diverslfoam Cenlfoam Extruded Polystyrene N/A X Yes' Yes No 3 per 21x8' 5 per 4'x0' N/A Dow 0 SM Syroloam, Blue 8d. 25 PSI Extruded Polystyrene N/A X Yes Yes No 2 per 2'x8' 4 oar 4'x8' ' `h" 8 per 4'x8' N/A Dyplaat Isoshield STD, R•Plus & Adhered Plus Isocyenurate Foam Glass & Foll Yes' Yes Yes, (Adhered Plus Board Only) 4 per 4'x8' 1 per 2 sq. h• Manville 8 Fesco•Fosm Polyursthene,Foam with Yr" Perlite Asph /Glatt X X No No No All Boards: 2 per 2114', 3'x4' & 4'x4' 4 per 4'x8' N/A Pastore Polyurethane Foam w/ layer of Fesco both sides Fesco X X No No No Ultregard Gold Isocyanurete Foam Glass X Yes' No No Ultragerd Premier Phenolic Foam Glass No No No N.R.G. Energy 1 Polyisocyanurate Foam Glass X X Yes Yes Yes All Boards: 4 par 3114' &4'x4' 5 per 4'x8' 1 per 2 sq. h. Barrier Board Plus Polylsocyenurate Foam wee Perlite Asph /Glass X X No No No R. Max Multi•Max Polyisocvanurate Foam Glass X X Vas Yes No 4 per 4'x8' 1 per 2 sq. tt. Thermaroof Plus Polvisocysnurste Foam Foil /Glass ' X X Yes Yes No . Multi•Mex FA Polylsocvanurets Foam Glass X Yes' Yes Yes Temple•Eafaex Tsmoro STD Isocyanurete Foam Glass X X Yes' Yes 1 No 4 per 4's8' 1 per 2 sq. ft. Tsmpro HD Isocyanurete Foam Glass X X Yes' Yes Yes UC Industries Foemular 260 Foamuler 404 Extruded Styrofoam Extruded Styrofoam N/A N/A X X Yes' Yes' Yes Yes No No All 8osrds: 2 per 2'x8' 4 per 4'x8' N/A Wood Fiber (U.S.G) Industries Structo Dek Fiberboard N/A X X Yes Yes Yes 4 per 4'x4' 8 per 4'x8' 1 per 2 sq. tt. Th... products.r. oonsld.,.d .s Bern. Boards used in insulation assemblies to meet fire ratings or local building codes .They must be covered byes, of the acceptable insulations previously mentioned, PI FM Approval Guide and/or UL Building Met erialsDiretnory and Fire Refastenoa Directory for barrier Bond requirements. 'This insulation 1e approved for HI•Tult Plus applications, but will Incur an additional charge of 11.03 per square foot warranty fee. Barrier Board List and Fastening Rates /Patterns he normal NI•Tuff Plus Manufacturer Brand name Insulation type Facer Preliminary Fastening Patterns Calotex Celo•Therm Peril's N/A See pg. 1 International Permelite Sealskin Perina N/A 1 per 4 sq. h. Manville Fesco Perlis. N/A Sae above Owens Corning © Fiberglas Fiberglas if" 8osrds: wta "for Thicker 1 B per 3'x4' 4 per 3'x4' 18 per 4'4' 11 per 41t8' various Wallboard Type X Gypsum Paper Min. Consult Board Mfg. 4 par 4'x8' bd. • TECHNICAL FOOTNOTE&l Q+ Dow requires 20 sq. ft. et each outside corner of their boards to be adhered In plow. with Dow Construction Adhesive an a Wllested System. Consult Dow Specifications and Published Literature for more Information. Ow Manville may require en ovarlayment In some applications. Please consult them for specific requirements, © Owens Coming requires their Ol..fast systems for mechanically attachment of Fiberglas. For HI•Tuf Membrane attachment, Nl•Tuf1 1IL fasteners meet be used. • Hi -Tuff" Specification Manual 2' x 4' + 3' x 4' 4' x 4' DO NOT USE FOR INSULATIONS LISTED IN APPENDIX SECTION B. ALL PLATES & FASTENERS MUST BE A MINIMUM OF 6" FROM EDGE OF BOARD 4' x 8' + + 4' x 10' Review current product literature by manufacturer of insulation for specific fastening . requirements and approval for specific application. Call Stevens regarding any conflicts. . • Not Approved for Hi -Tuff Plus, Total Roofing System STEVENS ALTERNATE INSULATION ATTACHMENT Hi Tuff' Roofing Systems SECTION 3 Revision No. 2 Issue Date 5/87 Drawing No. HT -622 Rev. 2; 5 /87 „, tz.. • • -..... vr..• __ -4•11A-r' ko- . N.! ..,„41 • • ” e ;7- -- • . .-. .-. 4••••••••■•-••:i4: , ,.:.....-•'..,•"-=- --,••• • • • ' et . II. NI 4, •„....0•11i .,. • r . , .........:•' ..y.'" ,' z*.•••• ...:::, -,,,?pr-:•-:;:-.'-''''':•:-.7.,11--:'4.---......:."-.;1.:47.:*"."1:.*:.'::. ,:.,1, . . ;.;.,-...:.:....-..-. . - .-.*I.-..--..-,e. --. • -,- ...., ..- . .......... . . ,..„.„....„,. ,,,, .. • • .-...,. ..,,....,itgr.:::....,;._:.- ...., .,,........... , ... • ,........• or • .... ......0.• ' • I. ... • .."...• 10, • • :1•2•-•.,.. :•!••■•:::•• .. .,..:: •••• ..:77.' *.y.,:. :•••• . • • •—• . • • • • . • • • • • • ;I. • . • 4* • ......r..... ..,,, ta?......**4:■11.....S.L . 4:;.„..ri.......„....7 • ..,.......t..:,.--...........,........ ..1....t....„,...;.11:...%,......41.X4r,t."5...77....4... ...."-••■■;t1:.,!• SI..AVAZEI.S:::::...7:::: . . .%"?. . X."' .. : 171 P. . .. . . . 7.:>._. • ra.1.12k. : : "-....V.-:.. . . • ..—■,.......,....4'. .-1-.- : ,- 4. I- . .-' - ', . • ...,:e.,....**,.:.z. ..„...... ......;.z,F4y,......?2::::f.5.:........,...,..--27, if.':.... 17. .::: ef.--1-4E:01; -.....,:::-.....;,..4*-: ir.":::* -,,,,,--: ' -.-...1—;..T....----44.1.......- 571:124.,----::::*.er -4--..r- A 717ECHNOLOGICAL, EIREARMMW111111 Fel M INSIMAINM. DINCRIPTION Celotex®HY-TEC.B BLACKORE Roof Insulation is a patented, rigid, modified-polyisocyanurate foam core with organic/inorganic facers. BLACKORE signifies a majOr breakthrough in foam technology. The addition of carbon black and improvements in chemical and process technology have increased the conditioned R-Value of Celotex roof insulation productsup to 20%, AgninfingilfZES • HIGHEST R-VAUJE OF ANY FE11-FACED POLYISOCYANURATE ROOF INSULATION. Reduces installed costs due to thinner •insulation thicknesses and shorter fastener length. • LIGHTWEIGHT. Easy to cut and handle, reducing installation time. • • EXTREMELY VERSPIILE. Can be used with all n3ofmg systems. s 11 JEWS • i 1)0SE-LAID AND BALLASTED SINGLE-PIY • MECHANICALLY FASTENED. SINGLE-PLY • FULLY ADHERED SINGLE-PLY • • MODIFIED BMJMEN • BUILT-UP ROOFING • WOOD, CONCRETE & METAL DECKS owe See Celotex NY-TEC BLACKORE Roof insulation Application Instructions (Form No. 2766-0391) for product details. recommended uses and warnings. NOMINAL PRODUCT THICKNESS CONDITIONED R- VALUEt'1 MAXIMUM FLUTE SPANABIUTY VALUE Dimensional Stability Chg. r Less than 2% Uneer Change Service Temperature - 1. 11.2 .. 1.5' 13.1 .• 41/2" 1.9' 18.2 43/6' 2.0' 17.1 444' 2.1' 18.2 43',4 2.4' 2•.• 4W 2.5" .2 4W 2.7' 23.3 43/4' 3.0' 25.8 416' 3.1' 28.4 4W 3.2" 27.5 41/4" 29.8 •• 3.7' 31.7 444" 4.0" 34.3 444" (1) Conditioned d ieciuti. in accordance the n9 p cduresot inein Pma Technical Bulletin 101. For California Californi thermal values Q Not Factory Mutual Class 1 Approved. ❑ Factory Mutual Class 1 Approved. TYPICAL PHYSICAL PROPERTIES PROPERTY TEST METHOD VALUE Dimensional Stability Chg. 158'F/97% R.H. Less than 2% Uneer Change Service Temperature - -100•F to +250•F Product Density - Nominal 2 pct Compressive Strength ASTM D 1021 18 psi Minimum Core Foam Flame Spread' ASTM E 84 (25' 1Lnnel Teat) 25 Maximum 'These numerical ratings am not intended to reflect hazards presented by these or any other material under actual fire conditions. COMPLIANCES FEDERAL SPECIFICATION HH -I- 1972/2 UNDERWRITERS LABORATORIES, INC.: Classified as "Built -Up Roof Covering Materials" for use In the construction of Class A built -up roof coverings and loose- laid and ballasted single -ply roofing. U.L. Construction 120 and 123. FACTORY MUTUAL: Subject to the conditions of approval as a roof insulation when installed as described in the current edition of the FMRC Approval Guide. APPROVED STATE OF CALIFORNIA: Meets insulation quality standards and Tkle 25 Foam Flammability Standards. MODEL BUILDING CODE SECTIONS: Compiles with: BOCA Section 2002.0 ICBO Section 1713 SBCCI Section 717. • Characteristics, properties or performance of materials manufactured by The Celotex Corporation herein described are derived from data obtained under con- trolled test conditions. Celotex makes no warranties, express or implied, as to their characteristics, properties or performance under any variations from such condi- tions In actual construction. The Celotex Corporation assumes no responsibility for the effects of structural movement. Any deviations from these instructions voids all warranties, including implied war- ranties of merchantability and fitness for a particular purpose. HY -TEC BLACKORE Roof Insulation Board products are protected by one or more of the following U.S. Patents: 3,903,348 4,028,158 4,169,921 4,346,133 3,940,517 4,043,719 4,284,683 4,386,983 4,411,949 4,572,885 RE30984 4,795,763 Form No. 2762 -0391 Rev. A Member /Supporter ion ■sne■11111111111111 ASPHALT ROOFING MANUFACTURERS ASSOCIATION NATIONAL ROOFING CONTRACTORS ASSOCIATION ROOFING INDUSTRY EDUCATIONAL INSTITUTE CONSTRUCTION SPECIFICATIONS INSTITUTE O SINGLE PLY ROOFING INSTITUTE PIMA POLYISOCYANURATE INSULATION MANUFACTURERS ASSOCIATION BUILDING PRODUCTS DIVISION THE CELOTEX CORPORATION POST OFFICE BOX 31602 TAMPA, FLORIDA 33631.3602 Printed In U.S.A. Tapered Roof Systems The Systematic Solution to Water Problems Description Permaiite tapered roof insulation, cant, and edge strip are factory fabricated from rigid perlite insulation board. Tapered Roof Insulation Systerris are available with slopes of /Ie ",' /e ",' /te ",'/• ", 3/.", '/2" per foot and in thicknesses of to 2'/. ". • International Permallte Sealskin® roof insulation is used as a filler. • Uses • Where positive drainage is required to eliminate ponded water. • Where insulation with additional A -value is required. • A sloped substrate for most mem- . branes over all structural deck systems. Benefits • The most cost•effective design for both positive drainage and insulation. • International Permalite provides color - coded shop drawings. • Accurate and competitive bids from Independent contractors using manufacturer's material estimates. • Quality application by trained contractors. • International Permalite Sealskin proves its performance over 30 years. • Complete design, take off, and system information services from a national network of 4 design centers. Tapered Insulation Values •., •��AYBMQa� --•r 'Thickness• : ••- r•=+. - .Niominal . . EA 24 ':C "'Value's•.;;. •.:".R"Blatnesi+r 1'h' .24 4.17 2' .18 5.56 2'h" .15 6.67 3' .12 8.33 3'h' .103 9.71 4" .09 11.11 4'h' .08 12.50 s" PER FOOT Iw tvv; STANDARD t• w; ECONOLINE PermaColor label (ORANGE) 2'! rye we ECONO•PLUS B PANEL . BUNDLE Pcs. S. EA 24 2 A 16 128 B 1 96 C 10 64 D 8 64 E 6 48 F 6 48 4 32 3/16" PER FOOT tw STANDARD A3 4,174a. . 1/4" PER FOOT r AA I PO STANDARD u, tvr el13111 ECONOLINE Ifr.4 ECONO•PLUS 4 2 it Color n Pe Shop • - nps- c ANIL BB PermaColor label (YELLOW) „`IPANEL. ..i ; ;BUNDLE .', A3 18 144 83 12 96 .:PANEL • :11.,2; .BUNDLE Pcs.•::."S.F. AA 12 96 BB 8 64 A4 18 144 4 10 80 C 6 48 D4 4 32 3/e" ER FOOT , tx'• STANDARD 1/2" PER FOOT s SADDLE PANEL PermaColor label (BROWN) :KJPANEL .=.. :. w.'•.. —... . ', '9UNDLbi .'Pc*:l.. S. S A38 16 128 B38 8 64 , ANEI. 'BUNDLE . • S 12 96 Typical Tapered Perilte System M BB ' M BB' M` Bet 6 Tapered Perlhe Boards Partite s All Typical Tapered Partite Panel Size CERTIFICATES co �1!STEL A Mr. Don Guthrie WAYNE'S ROOFING, INC. 13105 Houston Road Sumner, WA 98390 Re: Approved Contractor Status STATEMENT OF APPROVAL OF CONTRACTOR This is to verify that Wayne's Roofing, is an approved contractor with Steven's Roofing Systems and has been since July of 1984. They continue to do outstanding work and are therefore, eligible for the manufacturer's guarantee on all projects that meet Steven's specifications. Sincerely, STEVEN'S ROOFING SYSTEMS Michael Minturn District Manager MM:ns JPS Elastomerics Corp, /Rooting Systems Division STEVENS 395 Pleasant Street, Northampton, MA 01060 413 /566 -8750 Fax 413/584 -6348: Roofing Systems ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Clees A — Mechanical! 1Fg�t 1, Deck: NC 'Tncil -ne: No Limitations insulation: Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or strut• tural concrete. Slip Sheet (Optional): JPS Supreme. Membrane: "HI-Tuff" (CSM), 2. Deck: NC ' Incline: No Limitations Insulation (Optional): Any of the following UL Labeled insulations: polystyrene, glass fiber, perlite, perlite /urethene, wood fiber or polyisocyanuiete, any thickness. Barrier Board: 1/2 in, thick gypsum board. Membrane: "Hi -Tuff" (CSM). 3, Deck: NC Insulation: Polystyrene, any thickness. Slip Sheet: JPS Supreme. 301 Incline: No Limitations 4. Deck: NC incline: 3 Insulation: Celotex "Hy-Tec ", "HyTherm AP ", "HyTherm SP ", "Thermax Top R II", NRG Baffl- ers " E'NRG'Y iM ", Firestone "ISO 95 +GL ", 1 in, m' . M : mbrane: "Hi -Tuff" or "Hi•Tuff Colors" (CSM). Inc ne: 3 Insulation: Po ys rene, any t ckno Slip Sheet: JPS Supreme. Membrane: "Hi -Tuff" or "Hi•Tuff Colors" (CSM). 8. Deck: NC Incline: 3 Insulation: Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or strut• tural concrete. Membrane: "Hi•Tuff" or "Hi•Tuff Colors" (CSM), 7. Deck: NC Incline: 3 Barrier Board (Optional): 15/32 in. min plywood. Insulation (Optional): Any UL Classified, any thickness. Insulation: 1/2 in. min wood fiberboard. Membrane: "HI -Tuff" or "Hi•Tuff Colors" (CSM), 8, Deck: NC Incline: 2.1/2 Slip Sheet (Optional): (15 mil min) JPS Slipsheet or Lydell "Manniglas 1200 ". • Insulation: One or more layers fiber glass, perlite board, RMax "Multi-Max", Wood Fiber Indus- tries Inc. "Structodek ", Huebert wood fiber, Apache "White Line ", Atlas Energy Products "AC Foam I" or "AC Foam 11 ". NRG Barriers " E'NRG'Y 1M ", Celotex "Thermax Top R Ii ", "Hy-Tec ", "Hy -Tec 11, "Hy -Therm SP ", "Hy -Therm AP ", "HyTherm White Lino" or 'Thermax Star AP ", any thickness. Membrane: "Hi•Tuff" or "Hi -Tuff Colors" (CSM). 9, Deck: NC Incline: 1 insulation: RMax "Thermaroof Plus ", any thickness. Membrane: "Hi•Tuff" or "Hi•Tuff Colors" (CSM), 10. Deck: C-15/32 Incline: No Limitations Insulation (Optional): Any of the following UL Labeled insulations: polystyrene, glass fiber. perlite, perlite /urethane, wood fiber or polyisocyanurate, any thickness. Barrier Board: 1/2 in. min gypsum board with all joints staggered a min of 6 in. from the ply- wood joints. Membrane: "Hi•Tuff" (CSM). 11. Deck: C•15/32 Incline: 3 Barrier Board: 1/2 in. gypsum board with all joints staggered a min of 6 in. from the plywood joints. Insulation (Optional): Celotex "Thermax Top R II ", "Hy•Tec ", "Hy-Tec II ", "Hy-Therm SP ", "Hy- Therm AP ", "HyTherm White Line ", Firestone "ISO 95 +GL ", Atlas Energy Products "AC Foam 1" or "AC Foam 11 ", NRG Barriers "E'NRG'Y 1A ", " E'NRG'Y iM, wood fiber or perlite, any thick' ness. Membrane: "HI -Tuff" or "Hi•Tuff Colors" (CSM), 12. Deck: C•TG 1-1/2 Incline: 3 Barrier Board (Optional): 1/2 In. plywood. Slip Sheet: (15 mil min) JPS Slipsheet, Lydell "Manniglas 1200" or "Manniglas 1151" (foil side down). Insulation: (1.5 in. min) Celotex 'Thermax Top R II ", "Hy-Therm AP", "Hy-Therm SP", "Hy•Tec ", "Hy•Tec 11" or NRG Barriers "E'NRG'Y 1 ". Membrane: "Hi•Tuff" or "Hi•Tuff Colors" (CSM). 13. Deck: C 15/32 Incline: 2 -1/2 Barrier Board: 1/2 in. gypsum board with all joints staggered a min of 6 in. from the plywood joints. Insulation (Optional): Apache "Pyrox" or RMax "Multi -Max ", any thickness. Membrane: "HI-Tuff" or "Hi -Tuff Colors" (CSM). 14, Deck: C•15/32 Incline: 2 Slip Sheet (Optional): Fortifiber Corp. "Pyrokure 800" or red rosin sheet nailed followed by Type 15 asphalt organic felt. hot mopped. • Slip Sheet: (15 mil min) JPS Slipsheet or Lydell "Manniglas 1200 ", Insulation: Glass fiber, 15/18 in. min or perlite, 3/4 in. min. Insulation (Optional): Celotex "Hy-Therm White Line ", "Hy•Tec ", "HyTherm SP", "Hy-Therm AP", 'Thermax Top R II ", Firestone "ISO 95 +GL ", NRG Barriers " E'NRG'Y 1M ", Manville "Ul- traGard Gold ", RMax "Multi-Max" or 'Thermaroof Plus ", may be placed over the 15/18 in. glass fiber or 3/4 in. perlite, any thickness. Membrane: "Hi•Tuff" or "Hi•Tuff Colors" (CSM). 15. Deck: C -15/32 Incline: 1 Barrier Board: 1/2 in, gypsum board with all joints staggered a min of 6 in. from the plywood joints. Insulation (Optional): Polystyrene, 1 in. max, Barrier Board: 3/4 in. min perlite board. LOOK FOR MARK ON PRODUCT WARRANTY Hi- Tuff" Specification Manual Aip ... Lgr 4U ,r'4i;... "bit a ti ,V,,— L, iiM"G ! t J,,• : : r hu ttrJ"•� }• . �t: N ,115! it1�f SitT :•tGCI :.r* STEVENS Elastornerics J.P. STEVENS & CO., INC. NORTHAMPTON, MA 01061 (413) 586.8750 Hi-Tuff WARRANTY FOR COMMERCIAL BUILDING Building Owner Building Location Date of Completion Y _ \ a of Inspection Approved by . J. P. STEVENS & CO., INC., tevens ") warrants to the Building Owner, ("Owner"), of the building described above, that subject to the terms, conditions, and limitations stated here- in. Stevens will repair any leaks in the HI -Tuff Roofing System ( "Roofing System "), but not to exceed the Owner's original cost of the installed roof over the life of this Warranty, in- stalled by a Stevens Authorized Roofing Applicator for a period of SO years com- mencing with the date of the final inspection and acceptance of the Roofing System installa- tion by Stevens (except as stated in paragraph No. 61 TERMS, CONDITIONS, LIMITATIONS 0wnr, shall provide Stevens with written notice within thirty 1301 days of the discovery of any leak' in Me Roofing System. 2. If. upon Steven'. inspection, Stevens determines that the leak' in the Roofing System are au,ad by defects in the Stevens Roofing System's maunal or workmanship of the Stevens' Authorised Roofing AppUutor Iuapt as provided In paragraphs No. 3 and 41.Ownera rrmedln and Si,..,.. ' liability shall M limited to 5tevelu• repair of the Roofing System. subject to the cost limitation set forth above. 3. This Warranty shall not be applicable. if. in the Judgment of Stevens. any of the following shall occur. 1st Thn Roofing System is damaged by natural disnun. including but not limited to. lightning. gales. hurricanes, tornadoes. and earthquakes. or 161 The Roofing System is damaged by any acts of negligence acddenu. or misuse. Including but not limited to. vandalism. civU disobedience, or sets of war. or ,r. Mrlol work drain m.rru. for tenth. or other matrnul nut furntehrd by Strums is tired to thr Rooting wy.tema and musts beaks 4. This Warranty Mall be null and void if in the Judgment of Stevens any of the following shall occur. w If. after Inaullauon of the Rooting System by a Stevens Authorized Roofing Applicator there are any alterations or repairs made on or through the roof or objecto such as. but not limited to structures, fixtures, or utilities are placed or attached to the roof. without first obtaining written suthortsauon from Stevens or Ibi Failure by the Owner or huge to use removable care in lumutning the maw i ICI Owner 41111 to comply with every term or condition seated therein 6. During the term of th.s Warranty. Stevens. its agents or employes, shall have free access to Me roof during regular business hours. 6. Stevens MAU have no ohbgstion under this Warranty until all bills for installation. supplies and service have been paid in lull to the Stevens Authorized Rooting Applicator and a0 material suppliers. including Stevens. 7 Stevens' failure at snv time to enforce any of the terms or conditions sutd herein shell not be construed to M a waiver 01 such prow. non, 6. This Warranty suprredes and is to lieu of any and a0 other expressed warranties that an M conflict with the terms and conditions stated herein. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE FACE HEREOF, STEVENS SHALL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES RESULT- ING FROM ANY BREACH OF WARRANTY. NO REPRESENTATIVE OF STEVENS HAS AUTHORITY TO MAKE ANY REPRESENTA- TIONS OR PROMISES EXCEPT AS STATED HEREIN. STEVENS F.I•ASTOMERICS J. P. STEVENS & CO„ INC. Serial No. By Title Date r•a.��i►v {tiff'• "! • tt The Hi- Tuff "' Warranty. Rev. 2: 5/87 1 -3 ANDOVER PARK AT STRANDER BLVD. ELECTRICAL SUBMITTALS TOTEM ELECTRIC OF TACOMA INC. TACOMA (206) 383.5022 SEATTLE (206) 838-9803 WATS (800) 562-8478 TOTEM ELECTRIC of TACOMA, Inc. FAX (206) 272.5214 2332 SO. JEFFERSON AVENUE • P.O. BOX 1093 • TACOMA, WASHINGTON 98401-1093 June 29, 1994 M.A. Segale P.O. Box 88050 Tukwila, WA. 98138 Attn.: Steve Nelson Re: Dear Steve, ANDOVER PARK AT STRANDER BLVD. TOTEM JOB #2688 ELECTRICAL SUBMITTAL BOOKLETS Enclosed please find eleven copies of data for approval, covering the electrical material we have on order for the above referenced project. Please note that if there is any item which you find unacceptable, please notify us at once so as not to impede project progress. We must have at least three copies as soon as possible with the appropriate authority's stamp and comments in order to expedite fabrication and /or delivery. POLES Poles - as manufactured by Valmont LUMINAIRES Luminaires - as manufactured by GE Lamps - as manufactured by Philips Photocell - as manufactured by Area Lighting SIGNAL EQUIPMENT Signal Heads - as manufactured by Econolite Framework - as manufactured by Econolite Terminal Cabinet - as manufactured by Econolite Signal Lamps - as manufactured by Sylvania CONDUIT & FITTINGS PVC Conduit - as manufactured by PW Pipe PVC Fittings - as manufactured by PW Pipe PVC Cement - as manufactured by PW Pipe Industrial and Commercial Contractors I.Uu Caroaciot s Pperwauon • TOTE ME T: I SBS WE ARE AN EQUAL OPPORTUNITY EMPLOYER TOTEM ELECTRIC of TACOMA, INC. June 29, 1994 Page II Re: ANDOVER PARK AT STRANDER BLVD. TOTEM JOB #2688 ELECTRICAL SUBMITTAL BOOKLETS WIRE & CABLE Pole & Bracket Cable - as manufactured by Rome Opticom Cable - as manufactured by Berk -Tek USE -XLP - as manufactured by Rome Signal Cable - as manufactured by Chester Polyrope - as manufactured by Wall Industries SPLICING MATERIAL Fuse Kits as manufactured by SEC Fuses - as manufactured by Bussmann Splice Kits - as manufactured by 3M JUNCTION BOXES Junction Boxes - as manufactured by Fogtite Ground Rod Box - as manufactured by Fogtite Please remove applicable items that are to be forwarded to various departments other than materials testing lab, before forwarding our brochure to the testing lab. Thank youl Very tr ly yours, TOTEM 1 ECTRIC OF ACOMA,,INC. ulie Van Slyke File - NOTICE- )4% PLEASE VERIFY THE ITEMS BELOW AS PART OF THE APPROVAL PROCESS, EACH ITEM MUST BE CHECKED,AND THIS SHEET RETURNED APPROVED AND SIGNED PRIOR N TO ORDER BEING PROCESSED FOR PRODUCTION, 1. El ALL SHAFT LENGTHS 2. ORIENTATION Off' ARMS 3. ❑ RISE OF ALL ARMS 4. ID ALL COUPLING LOCATIONS 5. E] ALL ACCESSORIES AND LOCATIONS 6. 0 POLE AND/OR 'ARM FINISH 7. ❑ ALL ANCHOR BOLT SIZES 8. 0 ANCHOR BOLT PATTERN COMMENTS: APPROVED BY : DATE VALMONT. Valmont Industries, Inc. Valley, Nebraska 68064 (402) 359 -2201 S SC.II'fYln..1•.w7•.-+ +a, r.:- ,a..vw n:aV'.1,,.,'.t "f �,. C t -I l UNC x 7 "Hex Bolt With 2 Flat Washers, I Lock Wosher And 1 Hex Nut Conforming To A,S.T.M. :A307tA1 / Galvonized To A,ST,M.:A153) Are Provided For Field Assembly. j " Dio. Thru Hole Will Be Provided In Arm Shaft. The Pole Shaft Will Be Field Drilled By Con- tractor After Positioning And Driving Arm Onto Pole Shaft. "Dio. "C" Hook Welded To nterior Of Pole Shaft To .. • Facilitate Galvanizing. i The Top Dovi Arm Section Will Slipfit Over Bottom Pole Section A Minimum Length Of 1 Times The Diameter At Point Of Overlap. Mating Surfaces Shall Be Smooth And Free Of Burrs, Dents Or Lumps Of Zinc. Luminaire Arm Attachment Detail" v F I I t/4 i "Dia. Thru Hole. //4 • /I Gouge Shaft 2 of 3/16 2 "Schedule 40 Std. Pipe x 6 "Long Telescoped Thru' Shaft Wall. 91-0" Typical 6' - -3" Radius / °Rise After Loading Luminaire Slipfitter See Detail YII Valmont Drawing i 1 ! No, 5000-D ' "C "Dia. Bose x "0" Dia. Top x "E" Long x I / Gouge Lttminaire Arm Data Spread Base Top Length "E" "B" ICI "0" 6' -O" £41" 3.77" 1l' -a" B -0" 5.41" 3.52" !3' -6" '!O -0" 5.41" 3.26" 15'-4" 12' - -O' 54!" 3.00" !7' -2" 14=0" 5.41" 2.75" 191-0" l6' -O' 5.41" 2.40" 21 =6" Luminoire Arm Attachment See Detail' i li Luminaire Arm Detail" . r 4 Attachment Tenon Section •AtiA Arm Shaft Typical Cone Detail "2" MATERIAL DATA _ YIELD (K$X) 3q COMPONENT PART RSTM :. • POLE SHAFT A505 GR. A — Toper = .14 " /Ft. 13.5• POLE SHAFT A572 GR. 55 — Taper =.14 /Ft. A505 CR. A — taper =J 4 / Ft. A505 CR. A — Taker =,14 / Ft A36 t 59 K 36 SIGNAL ARM SHAFT LUMINAIRE FIRM SIMPLEX PLATES GUSSET PLATES A38 38. NOTED BASE PLATES NOTED (DETAIL III AND 7Iia) CONE A505 CR. A 1 53_ t ••` NM. ANCHOR BOLTS A576 CONNECTING BOLTS A325 , GALVANIZING L A`23 SHAFTS • A153 ACCESIORIES I Or. 1. i I- ..■••..• Ilamwas ..«. Pole S • TRAFFIC SIGNAL Po MAST LENGTH 00. /GAUGE ARM 0.0. /GAUGE BAS- LENGTH O' -25' 10 " -7 GA. 7"-7 GA. 19" O' -25' 26 =30' • ` • 'll" -7 GA. 8 " -7 GA. 26' - -30' 31' -35' • • • 12 " -7 GA. • 9 "-7 GA: 79" 19 36' -40' 12-1/2" -3 GA. 10" -3 GA. l9" 19 4/' -45' 12.1/2 " -3 GA. 13-1/2"-5/16" /O " -3 GA. 12 " -7 GA. 22" 4/' -45' 46' -50' ' TRAFFIC SIGNAL WITH LUMIN • MAST T POLE 0.0. ARM 0.0. BAS LENGTH /GAUGE /GAUGE 'BC" O' -25' 12.1/2"-3 GA. 7 " -7 GA. 19" 26' - -30' 12-1/2"-3 G.4. 8"-7 GA. 19" 31' -35' 12.1/2 " -3 GA. 9" -7 GA. 19" 19 '36' -40' !2-I/2 " -3 GA 10 " -3 GA. /9" l9 4/' -45' 12-//2 " -3 GA. 10" -3 GA. 19" 19 046'- SO' 13 -1/2" -5/16" 12" -7 G.4. 22" . LUM. ARM LENGTH LUM1IiNAIRE DESIGN AREA•3Ft` DESIGN Wt.- 601t'3. O —. 1 tO•MAX. POLE T 'is W lir Si wit -C -OE N 1LLUM. SIGN TRAFFIC S1Gt•tAL DESIGN AREA 5Ftt DESIGN AAEA 9 C DESIGN Wt• 601b . DES1:,N Wt 6014. DES V LOADS POI 13. SIC LUI SI1 CU! BA! COi ANC CO1 G Al To To 'ole V4 Thru /I Gouge Shoff 2 "Schedule 40 Std. Pipe:. , x 6 "Long Telescoped Thru' Shoft Wall. Ise After aading 11n. SliipfYETitter 4t. Attachment Tenon Section AtiA rm Shaft Typical Cone Detail 'lam•" l6'Oiblax. 32'- 6" Min.- -50' -O "Max. Nominal Mounting Height Luminaire Arm See Detail tZI Typical Cone See Detail "I See Detail:M. (Handhote Only) Valmont Drawin No. 5000 -0 Attachment Tenons See DetaaiilII" �A Valmont -Og 50' 0 "Max. TRAFFIC SIGNAL POLE MATPOLE LENGTH POLE D.D. ARM O.Q /GAUGE BASEPLATE OATH TE DATA ANCI•,nR BOLT DATA W3 BcC SQ THK BH ,/ 0=25' I� 10"-7 GA. " 7 -7 GA, /9" „ /9-1/2" 1-//2" 2" 13/4 x 54"x 6 II 5/16 26-30' r" • 11" -7 GA. '8 ". -7 GA. •/9 "- /9-1/2" 1-1/2" '2" 1 3/4`x54 "x6" 5/16" 3I' -35' :' "'12 " -7 GA. .9 ". -7 G4: '19 ".. 19-1/2" 1-1/2 ". 2" 1-3/4"x 54"x5" 5/16" 36' -40' 12-1/2"-3 GA. l0 " -3 GA. 19" . 19-1/2" 1-1/2" '2" I -3/4 "x54 "X 6" 3/8" 41' -45' 12- I/2 " -3 GA. I0 " -3 GA, 19" 19-1/2" 1-1/2" 2" / 3/4 "x54 "x•6" 3/8" 46' -50' 13 -1/2" -5/16" 12 " -7 GA. 22" 24" : 2" 2" I-3/4"x 54"X 6" 1 MATERIAL DATA COMPONENT PART ASTM • YIE 0 (KSI) POLE SHAFT A595 GR. A — Ta•er=.l4"1 ss 95 SS IS. 5" POLE SHAFT A572 CR. 55 — Taper =.14 / Ft A595 GR. A — Taper =.14 % f1, SIGNAL ARM SHAFT LUMINAIRE ARM A505 CR. A — TGQer= /4/Ft A38 S$ S8. SIMPLEX PLATES GUSSET PLATES A38 313: NOTED BASE PLATES NOTED COETAIL III AND lIIo) CONE A505 GR. A i 53' I= H,Im, KIa. I ANCHOR BOLTS A576 CONNECTING BOLTS A325 GALVANIZING Ai2S SHAFTS i A S3 ACCESiORIES , ' TRAFFIC SIGNAL WITH LUMINAIRE ARM POLE SCHEDULE �T LENGTH POLE D.D. /GAUGE ARM O.D. /GAUGE BASEPLATE DATA ANCHOR BOLT DATA W3 "BC" "SQ" "TM(' "BH' O' -25' 12-I/2 " -3 GA, 7 "-7 GA. /9" 19-1/2" 1 -1/2" 2" 1-3/4"x 54"x 6" 5/16" 26' -30' 12-1/2 " -3 GA 8 " -7 GA. /9" /9-1/2" 1-1/2" 2" 1-.3/4"x 54"x 6" 5/16" 31' -35' 12.1/2'-3 GA, 9" -7 GA. 19" 19 -1/2" 1-1/2" 2" 1 3/4 "x54 "x6" 5/16" 4336' -40' 12.1/2 " -3 GA, 10" -3 GA. 19" 19-1/2" 1-1/2" 2" 1-3/4 "x54 "x 6" 3/8" 41' -451 12.1/2 " -3 GA, l0 "-3 GA, 19" 19-1/2" 1-1/2" 2" 13/4 "x54 "x6" 3/8" 0.46' -S0' 13-1/2" -.5/16'' /2"-7 GA. 22" 24" 2" 2" 1-3/4 "x S4 "x 6" LUM. ARM LENGTH I�� LUMINAIRE DESIGN AREA•3Ft'' DESIGN Wt.- 63Ih+. O ALUM. SIGN TRAFFIC SIGNAL. DESIGN AREA SFt' DESIGN AREA 9Ft" C' 51GN Vlt 60 (ba DES'S:4 Wt: 60 am DESIGN LOADS 1 20-0" Max. S.D. Tag See Detail.r Valmont Drawing No. 5000 -0 See DetaiLM Or JIta Valmont Drawing No. 5000 -D 9" T 4 Hooked Anchor Bolls - .r 60 "Overall Length with Et Threaded End Galy, l2 "Min. Each Boll Fan. ushed With 2 Hex Nuts And 2 Flotwashers WELDING Or STEEL STRUCTURES SMALL BE IN ACCORDANCE WITH SECTION 1.4.1 Or THE 'SPETIPICATIONS FOR STRUCTURAL SUPPORTS or HIGHWAY S IONS, LUMINAIRES AND TRAFFIC SIGNALS,' AASHTO 1985 AU. STRUCTURES AP: CESIGNED TO THE 1985 AASHTO'STANDARD SPcCIFICATIONS FOR STRUCTURAL SUPPORTS FOR WGHWAY SG' S, LUMINAIRES ANO TRAFFIC SIGNALS." State Of Washington Job Nome:Cityy Off' Tukwi)a. Andover. Park 1J: a Si'rander Shi67o1 To+em Elec+ric Sold TO:Tri -Arc Elec, Sup. Gust. Order"No:745n 26887as2 Agent :5ee -.Tac Lig. Sales DH "8L'O041 O10"" HQ SWII ID! 489)2- 9¢///a6.46 'ma 1-" Traffic Signal Structures. WILIVIONT Ysl,w"M I"d"sNSa Ms YOWY, H.lns►1 1111101114 140MISS•2701 Metrical Products Division SHEET / OF 3 �AWINo NO, "1" 5000 2 �B !)19489)294- r l:r '1 wcMr P r• � ..:'XI c Side Gusset Plate - "W2" Thick Arm Connection Data Pole "o" of "b" „c„ "d" 4 "e" II f a "g" "wl " 'w2" loo" 11 -1/4" 83/4" 2.7/8" 4 -I /8" 1 -1/4" 1 "- 8LI&Cx23/4' 1-I /2" 3/8" 1/41 11.0" 12 -1/4" 10-3/4" 3 -7/8 "_ 4 -5/8" 1 -1/4" 1-1 /4 " -7UNC x 23/4" I-1 /2" 1 -1/2" 1-1/2" 3/8" 3/8" 7/16" 1/4" 1/4" 3/8" 12.0" 12-1/4" 10-3/4" 3 -7/8" 4 -5/8" 1-1/4" I-1 /4 " -TUNC x 2-3/4" 12S" 13-1/4" • 12" 4-1 /2" 5-1/8" 1 -5/8" l- 1 /4 " -7UNC x 3 -1/2" I35 ", 16 -1/4" /5" 5-1/2" 6 -1 /8" 1 -1/2" I- I /2- GUNCx3 -1/4" 2" .7//6 "3/8" "f UNC x "Long Cop Screw (4 Req'd) w/ Hardened Woshers I "d" "0" "g-f - "Radius (Typ.l *Weld Size Equals jibe Thickness: 71,pTopAnd W2 " Bottom Pole Simplex Plate Arm Simplex Plate Top And Bottom Gusset Plate - - 44/2" Thick 7yp BoM Sides 3 "Dio. Schedule 40 Pipe .Raceway . w/ Rounded Edges a_ • Detail "ZC" 1/2 "Nut Holder For Grounding. Grounding Fast- eners Provided 796 1/4" Thick x 2" Continuous Back-up Ring Handhole Rim 450 Pole Shaft Wall ft"2OUNC Hex Head ainless Steel Screw t2 Req'd) Handhole Cover i "thick. H.R.M•S Section A•' -A Win) Cover Mtg Clip "BC' Dia. Bolt Circle 'THK= Thickness 117/6" Max. 'SQ." Square .81-'Dia. Bolt Hole Detail °21To" (For 13 • "Poles Only) Matt •A5?2 Grade 42 (42 KSI) Provided At Pole Top •C Nook Far . Mrinq And Handling Dia Commer- cial Grade ,hot'Ro((ed Bar ' POLL: -TOP DETAIL . Provided .q Arm End "T "Hook Fc Handling .3/8" Dia. C rrercia( Grade 'Hot (led ,Bar, tNut Honer for Grounding : - ? .4.Lm Erid Detail Handho/e Rim Pole Shaft Wa 764. -1 3 G.4.= 0280" i " "20UNC H- the Head Stain' Steel Screw (2- Req'd•) • I Handhole C 3 24 /2 Gouge THK-Thickness SECTION AA Bose Plate. ---BC. -Bolt Circle Pole Shaft Did-r; Cover Mounting Clip Handhole — -- 'Weld Size Equair; Tube Thickness So iSquare BH -Dia Holes Deloi17111 7t'I =A36 (36 KSI) A . nnection Data UdM , V "e" II f" "g" "W / " 'W2' -1/8" I -1/4" I "- 8UNCx23 /4" 1-1 /2" 3/8" 1/4" -5/8" I -1/4" I- l /4 " -7UNC x 2-3/4" 1-1/2" 3/8" 1/4" -5/8" I -I /4" i- l /4 " -7UNC x 2-3/4" I -1/2" 3/8' I/4" -I /8" 1 -5/8" I- I /4 " -7UNC x 3 -1/2" I-1/2" 7/16" 3/8" -1 /8" 1-1/2" I-//2 -6UNC x 3 -1/4" 2" 7/16" 3/8" ttom e--"W2" 1ilp. 6beb Skies hedule 40 way.;w/. dges r. • D4s0 Shaft Wall 20 UNC Hex Head ainless eel Screw Req'd) dhole Cover Thick. H.R.M.S Provided At Fble Top 'C HookFor.vviring And Handling iDia Commer- cial Grade /bt'Rol(ed Bar ; "TOP DETAIL , Provided At Arm End • 7 "Hook F o Handling .3/8' Dia. Co rt[ercial Grade Hof fled Ba r. End Detail ' Nut Hokler for Grounding Hondhole -- *Weld Size F_quak Tube Thickness Handhole Rim 2'Schedule 40 Std Pipe x 10' Long. Min I° Slope When Loaded *Ends To Be Chomfered Inside And Out. Min. I° Slope When Loaded Filler Sleeve Material (Thickness To Fit) Arm Shaft (II Gouge) Pole Shaft Woll 7 G4.= l/4 3 G4.= 3/8 .20UNC Hex Head Stainless Steel Screw (2- Req'd.) Handhole Cover 12 Gouge 0280 Cover Mounting Clip WW31- 1 24. THK- Thickness SECTION kA Base Plate. -- -- SC. -Bo1f Circle Pole Shaft O lath' SQ. Square BH-Dia Holes Defail'111 =A36 (36 KSII 2j"O.D. Arm Shaft (II Gouge) (For 16=0" Ann Only) Luminoire Slipfitters Detail "III Pole Number • POLE NO "X" . . STA.'XX*XX XXRT" Station Number I.D. Tog (Example) Detail "JC" WI t "High I) ALL VEHICULAR AND /0R PtDESTRIAR SIGNAL LICHTS AND $2CESSART HARDWARE FOR ATTACHMENTS TO St FIELD LOCATED AND FURNISHED DT OTHERS. 2) ALL ROUGH L0GE2 SHALL It ROUNDED, 3) POLE TOP CA? AND TRAFFIC SIGNAL ARM tN0 CAP; ASTM Ale CLASS 30 FOR CAPS WITH AN 0.0. RANGE FROM 441" .4.110", CAPS WITH AN 0.0. RANGE ►ROM 2.00'- 4.40". SHALL St ASTM 044. ALLOT DCSICIMTION, ACESA. StCURED IN ?LACS WITH 3 STAINLESS STEEL SET SCREWS (TRA ► ►IC SIGNAL ARM V40 CAI PROVIDED WITH ADDITIONAL STAINLESS STEEL TRRU SOLT). Typical Detail Sheet State Of Washington Job Name:City tJ;.Tukwita. Andover. Park:W. ®.Sfander Ship To: Totem E/efric Sold To Tr, -Arc Elec. sup Cust. Order No :T¢SD26887852 Agent' Sea fco M:. Lfg. - Sales :: Dal 4871Z-94 (/// 43 2 61 IM al ofi Traffic Signal StrUctUre8 Vauviota VsM.',' InMMnh k s. 14."41. NINtr*• 44041 0021322.2301 ElsetrICsl Products Division SHEET 2, OF3 iro. 5000- 0...._ . .41 0 I.1 AA4141Ist A c B2 83 85 6.• --� B8' 5e eDetoil'A' 11 1 1 4j85°wse 4 i L.6=4.1 Type 2 Al TYPICAL E SIGNAL ANM ATTACHMENT POINT ALL HANOHOLES ./G AT (80• TYPICAL D LUMINAIRE ARM ATTACHMENT P01 POLE CIRIENTATION AND ATTACHME 5 POINT DETAIL PLAN VIEW B I B • B3 SIGNAL STANDARD DETAIL CHART STD NO. 0 FIELD LOCATION Y p E FILE LUMINAIRE DATA SIGNAL MAST • ARM D.t4TA STATION OFF- SE' LT RT Hr H LE7 * ALE LE i C jrr AI �qg AySrL E Ayr LENGTH B OFFSET al B2 DISTANCES B3 64 BS . • 86 B? B8 B9 _ 8/0 A A2 0 :1 91-48 5) RT ?1Z 35- 0` 100" )9 =0" 0° 50;6" 5c:c7 90 =D~ . :'30 =p' 20 = :0~ _2.. -10 +55 45 RT Sff 35 =0" D' . 10'-0'. )9'-a• 0 ° . 401-4" 410" 301=0" �_....: . t r 4 Al TYPICAL. E SIGNAL APM ATTACHMENT POINT ALL HANOHOL.ES AT 180' TYPICAL 0 LUMINA/RE ARM ATTACHMENT :POI OQ I ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW r Provided At Fble Top 'C 'Hook For tMring And Handling- IDia Commer- cial Grade hbt Rolled Bar 1 Detail 'A' ARD DETAIL CHART SIGNAL MAST ' ARM 0.1,4TA Lre 113TH OFFSET DISTANCES (FT) B 51 B2 83 B4 BS . ' 86 B? 58 59 510 ° 40 `6.. 40 =0" 3D-0` - ._.._. 20=0 ". •, . ■ L 4.- i Al A2 Fire Pre-emption Detail (Field Ins- 1-411ed) • 21 4.. /'Hirt IIY 0A111 1Mf10M if O„. State Of Washington Job Nome:city OF Tukwila ndover Park w. 0 Strandcr Ship To To'fem .E /eci -r1 c Sold To:7i4 Arc elec. Sup. Cast Crder No :74SiJ2688'J8Sz Agent: Sea -Ta c C.11. Sales 8? 12-94 1 aits [ 41l cI Tt %Mani M 4mU Iwa Nag". M..sska {1041 µ0i1 Ua•1201 IUaeUlcal Products Division Traffic Signal SHEET a Oki' 1110 Structures -. -_ __ WA4871294-. M -400A2 POWR /DOOR LUMINAIRE WITH CUTOFF OPTICS APPLICATIONS For cutoff applications, parking lots and highways SPECIFICATION FEATURES. O Powr /Module ballast assembly O Universal four•bolt slipfitter O Die•cast aluminum housing with electrocoal gray paint finish O Adjustable mogul base socket (house side) 0 ALGLASt finish on reflector ❑ No-tool PE receptacle O Plug-In Ignitor 0 True 90° cutoff —no light above 90° O External stainless steel ball latch O For CSA, contact factory ORDERING NUMBER LOGIC M4AC 40 1 A 2 G MC3 1 F PRODUCT ID XXXX WATTAGE XX LIGHT SOURCE X VOLTAGE X BALLAST TYPE X PE FUNCTION X LENS TYPE X IES DISTRIBUTION TYPE X X X FILTER X OPTIONS XXX M4AC = M•400A2L with Cutoff Optics 15= 150(55V) 'r i8-----g0 7134 40 = 400 S = HPS M = MH C = Merc Standard: lamp not Included. 0 = 12012081 240/277 Multivolt 1 = 120 2 = 208 3 = 240 5 - 480 7 = 120X240 8 = 240V Ballast 120V PE R Not recon• nectabie D = 347 F =120X347 NOTE: Dual voltage con- nected for lower voltage See Ballast Selection Table A = Autoreg C = Merc- 11 = HPF Reactor or Lag K = Hot Restart NOTE: K only has ballast in top housing L = Super Low Loss Auloreg = Ma g Reg N M = Ma M Reactor or Lag 1= None 2 =PE Receptacle NOTE: Receptacle same volt age as unit except as noted. PE Control rol C rate) separately. G = Glass, Fiat 1 1 I 1= Flber gasket 2 = Charcoal with gasket F = Fusing (Not avail - able with mullivalt or dual voltage) See Photomet is Selection Table �' S = Medium ' 1 C = Cutoff 4, 2 =Type II 2 =Type III Dais eubl ct to change without notice Regislmed Redemarh of General Electric Company Page 2 6060 Dec, 1991 17P4i,..-1'■it7,7r)MVSYS;f1741.7,7,171147-7 77f1.5■777^.., vrt-"T„rmrir, ts'111,:g7}; 71157;73, "14 4,1 , 1'; S';lt w 14:41'11:4 r;,?t 11%,' .*; . • Lamp Specification and Application Guide PHILIPS High Intensity Discharge Lamps Ceramalux'"'High Pressure Sodium Lamps Explanation of suffix In ordering code: ' No suffix - Clear, Mogul Dose, Std. Color /C Comfort Color /D Diffuse Coated /LV Low Volt /M Medium Base /PAR Parabolic Reflector /S Super Oulput Operating Position -- Universal F0.17 E0.23' /r PAO -38 One Ilene ED -28 ED -18 ED -37 E -25 T-10 WI1110 SON Descriptive Symbols for High Pressure Sodium Lan ps G General Lighting S Street Lighting W Wide Beam VW Very Wide Beam EW Econ -o -wall Lamp Watts Bulb/ Volts Base Product Number 0'16677- Ordering Codo ANSI Code Pkg. Oly, • Desr riplion (See above) L.C.L. (In.) M.O.L. (In.) Rated Avg. Life, Hrs. (351)(354) Approximate Lumens: CRI Initial Mean(353) 35 E0-17 Mod. 52V 30032.4 C35676/M 67611A•35 12 'G(360)(373)(376) 3%e 531e 24,000+ 2250 2025 20 30633-2 C35S16N/11 S761113-35 12 .G(360)(373)(376) 3' /e 5%e 24,000+ 2150 1935 20 50 ED -17 Med. 52V 30336-2 C50660011 668LP -50 12 '0(360)(373)(375) 334e 531e 24,000+ 4000 3600 21 30337-0 C50660/D/M S68LR -50 12 '0(360)(373)(376) 3Ye 51/1e 24,000+ 3800 3420 21 ED-23'A Mog. 52V 33153-0 C50668 668MS -50 12 '0, S(360)373)(376) 5 7'Y, , 24,000+ 4000 3600 21 33154.6 C50660 /0 668M1.-50 12 '0, 6(360)(373)(376) 5 7Y4 24,000+ 3800 3420 21 70 E0-17 Med. 52V 33192-6 C70562/Nl 56210-70 12 'G(360)(373)1376) 3' /e 531e 24,000+ 6300 5670 21 33214-8 C7US62 /8/14 SG2LII.70 12 •G(360)(373)(376) 3%e We 24,000+ 5860 5270 21 E0-23' Mog. 52V 33219-7 C70662 S62ME -70 12 12 •G, S(360)(373)(376) • G, S(360)(373)(376) 5 5 73 7'A4 24,000+ 24,000+ 6300 5860 5670 5270 21 21 33225-4 C70662 /11 S62MF -70 PAR-38A Med. 30620 -9 C70S02/fFL S62SL -70 12 'G,VW(360)(373) 5% 16,000 5100 21 100 E0-17 Med. 55V 34446-5 C100S54/M 55460-100 12 'G(360)(373)(376) 31A 5' /e 24,000+ 9500 8550 21 34440-1 C100654/0/M C100654 S54611.100 S54613-100 12 12 •0(360)(373)(376) 314 5Ye 24,000+ 8800 7920 21 ED -231h Mog. 55V 33226.2 '0,S(360)(373)(376) 5 734 24,000+ 9500 8550 21 33227-0 C100654/0 S54MC -100 12 .6, 6(360)(373)(376) 5 734 24,000+ 8800 7920 21 150 ED -17 Med. 55V 30347 -9 C150655/M 65511N -150 S55RP -150 12 12 12 'U(360)(373)27G) 334 57Ae 24,000+ 16,000 14,400 21 30348.7 33183 -5 C150655/WM '0(360)(373)(376) 3114 534e 24,000+ 15,000 13,500 21 ED -231 Mog. 55V C150655 655SC -150 '0, 6(360)(370) (373)(376) 5 754 24,000+ 16,000 14,400 21 33228-8 C150655 /11 655MD -150 12 •0,S(360)(370) (373)(376) _ 5 734 24,000+ 15,000 13,500 21 ED -28 Mog. 100V 33155-3 C150656 6566D -150 12 '0,5(360)(370) (373)(376) 5 831e 24,000+ 16,000 14,400 21 200 ED-18 Mog. 100V 33229 -( C200SG SGGMN -200 12 '0, 6(360)(373)(376) 5Y 914 24,000+ 22,000 19,800 2 225 ED- ED-18 Mog. $$$I 32291 -7 C225850/EW S50 . ,'• . 12 •EW,G, S(360)(373) (376) 5Y4 9Y 24,000+ 27,500 24,800 2 250 ED -18 Mog. 100V E0-28 Mog. 100V 33170-2 $$$- CONSIDER C250650 C223S50 S5OVA -250 /EW FOn 12 ENERGY •0, 6(360)(373)(376) SAVINGS. 53/4 934 24,000+ 28,500 25,600 2 33173.6 C250650/0 650VC -2511 12 •G, 6(360)(373)(376) 5 854 24,000+ 26,000 23,400 2 310 ED -18 Mog. 100V . 20226.7 K -,,1t1) 667MR -310 12 •0, S(360)(373)(376) 534 914 24,000, 37,000 33,300 2 360 ED-18 Mog. $$$t 32292-5 C360651/EW - S51,` ' 12 •EW,G, S(360)(373) ' (376) 534 9344 24,000+ 45,000 40,500 2 400 ED =18 Mog. 100V 34285-7 $$$- •CONSIDER C400651 651WA -400 C300S51 /EW FOn ENERGY 12 '0, S(360((373)(376) SAVINGS, 514 934 24,000+ 50,000 45,000 2 1..__ ._....1$$$ -- I:norgy Saving Product 1 New Since Last Panting For pricing information efe to PS -101-U 80 "1F" DOME /x AREA LIGHTING rim= RESEARCH, INC. . `�+ .' +r i:iJ� :r �i.!..'ro'�. �:}:�1� �'!•'. i �,!7 �4 -'!i;t �iir, `Ay. �Y.ih..,�1,,� rJ;• �IS!..4 r•. �,5: ^ i . ,, ern. =ow DIMENSIONS: 3" Dia.; 2 1/8' H BF Dome 120: GE Astrodome Replacement Specifications: Direct replacement for G.E. Astrodome fixture. • High Impact Noryl housing with clear window. ' Quick disconnect color coded wire leads. • 1" light sensitive element. ' Turn -on /Turn -off ratio: 1 to 4. • Standard turn -on: 1 foot candle. • Operating levels: .5 to 10 foot candles. ▪ Minimum time delay: 30 seconds. • Switch single pole single throw. • Temperature range: -50 °F to +150 °F. ' Contact position at night: Normally closed. • Power consumption: Less than 1,5 watts average. • Surge arrester capable of handling voltages to 5000 volts. ▪ Full 1000 watts capacity. • Operates on 50 or 60 cycles (HZ). SHORTING CAPS Model Std. Ctn. Ctn, Wt. (Ibs.) Housing Color SC10 Shorting Cap 12 2 Grey MCI 0 Shorting Cap With MOV Arrestor 12 2,5 Grey NS10 Open Cap Takes Light Out of Service 12 2.0 Grey "LC" SERIES DIMENSIONS: 3' Dia.: 2 1/8"H "LC" Series: Residential Grade ' Specifications • High Impact Noryl housing with clear window. • 1/2" light sensitive element • Turn -on /Turn -off ratio: 1 to 4. • Standard turn -on: 1 foot candle • Operating levels: .5 to 10 foot candles. • Minimum time delay: 30 seconds. " Switch single pole single throw. • Temperature range: -50 °F to +150 °F. ' Contact position at night: Normally closed. • Power consumption: Less than 1.5 watts average. • Full 1000 watts capacity. • Operates on 50 or 60 cycles (HZ). r,:r ic,. i .,.., � > �'i'�: �:: Modelc4 �i; ':wr:+. 1 :;r{a,tf},t ,,;� 1•,Ti?ir•1 ;),Vots; ,RSryti�Y: '• (t; �r���l���� Rating` tdY: •I,�{s Cthi't ''hCt A+ t, ?all•y,tdtu�.' Wt;<(Ibs;) Hous10 . �:..,•,� ::.Color:( BE Dome 120'+ -';‘,,'I 20F'fif ?18OOVA`.: x112 4 ' 4+2i`, 'iClear": LC 120 ";;{ i; iMi. i' ,1,20: ,a :1i1'800.VA1 41261 ,y ,0 k ',; Grey,% LC208 -277 s•- :'f.i; •qr< .. .. r 208 -277; .•fit S,�P .•5 ' 1800VA �,i:G ;k +F•J!�hc2 1'12!'' .litv0.0 "ac tw;+4..MI H:Y. ,..ral. li Red , i�t. ,.tt � ' UL Listed + CSA Certified Note: The LC Series Is not CSA Certified 60 Asbury Road • Hackettstown, NJ 07840. 908- 852 -2205 • Fax: 908 - 852 -2816 8 5 ECDNDLITE .s CONTROL PRODUCTS. INC. 2-inch [ 01i00 Signal • Tested to over 80 mph wind loading on single point attachment • Straight sides — No protruding hinges or latches • Stainless steel hardware • Doors equipped with two latches • Reversible door -- left side standard; right side optional • "Fast -on" tab terminal block • Terminal block identifiers cast into housing • Provisions for two, five - position terminal blocks in each housing • EPDM or, optional red silicone Tens gasket ng • Durable Housing Housing and door assembly die - castings were designed with the aid of a computer to deliver maxi- mum strength with minimum weight for unmatched tolerance to wind loading and resistance to knock -down damage. Corrosion resistant aluminum alloy castings and stainless steel hardware make the unit virtually immune to weathering. Corrosion Resistant Finishes A 90,000 V negative charge is ap- plied to the primer and paint to insure proper application to the aluminum components. The paint is then baked on and cured in Econolite's modem finishing de- partment. Positive Sealing Door gasket seals out dirt and moisture. Precision molded lens gasket provides a second barrier to outside contamination. Lens gasket's slotted design simplifies lens replacement and orientation in the field. Efficient Lenses Multi -prism wide angle glass or optional polycarbonate lenses provide a bright indication with optimum light distribution that meets or exceeds ITE require- ments. Also available are special lenses including arrows. Shurlock Boss Radial angular grooves cast into the top and bottom of the signal •d housing along with Econo- Shurlock fittings permit align - C .:.cnt adjustments in 5 degree increments and hold the head firmly in place. Design and Cons (Ring /Spun Reflector) Prefocused Reflector and Lamp Mount The reflector consists of a glass - filled polycarbonate reflector ring, spun alzak aluminum reflector and phenolic lamp receptacle and is "pre- focused" for optimum optical performance. The assembly is pivoted in the signal housing on two stainless steel pins in such a manner that it can be easily swung open for servicing the unit. The entire assembly is easily removed for maintenance or service without the use of any tools. Modular Design Two attaching washers and three bolts make it easy to add sections. They also permit any section to be rotated inde- pendently about the vertical axis and hold each section se- curely in place to prevent mis- alignment. Terminal Block One five - position terminal block with "fast -on" tabs on one side and screw clamps on the other side is provided. Mounting points for a second block are also present. Raised letters cast into the housing identify each position on the terminal block. Reversible Door Mounting Door may be mounted on either side, permitting easy ac- cess to closely mounted sig- nals. This makes it ideal for cluster mounted signals. Two integrally cast hinge lugs and latch screw slots are located on each side of the housing. Through a symmetrical con- cept each housing is capable of providing either right- or left - hand door opening. Left hinge is standard: right hinge is op- tional and must be specified. Versatility The 12 -inch section may be used vertically or horizontally as a single section beacon or in combination with 8 -inch sec- tions and even with most other manufacturers' signals. Flat back housing often simplifies mounting for special applica- tions. A complete line of vi- sors, louvers and backplates is available. n 0 Auction Features (Hydrofor /med,Reflector) Prefocused Reflector and Lamp Mount Unitized specular alzak aluminum reflector and phenolic lamp recep- tacle are "prefocused" for optimum optical performance. Lamp re- ceptacle rotates for proper filament orientation. A bail holds the lamp firmly in place, Two stainless steel hinge pins allow the reflector to be swung open for easy maintenance, and compression spring permits fast removal without any tools. Housing Computer assisted design of the signal head door and housing assure maximum strength with minimum weight for all stress points within the door - housing assembly. Housing ends, Shurlock bosses, hinge points, and fastener seat areas are all optimally designed to make the assembly one of the strongest signal head housings ever constructed. Wing Nut Fasteners Stainless steel "L" shaped wing nut fasteners were selected after testing numerous fastening methodologies. This specially engineered fastener permits opening of the door assembly, even if heavily coated with ice and snow. Fastener "breaks free" quickly from the housing with minimum effort and use of only one hand. The twin "L" fasten- ers also assure uniform pulldown of the door, gasket, and housing for positive seal. Gusseted Gasket Channels Positively captured gasket channel adds strength to the door in addi- tion to providing correct alignment of gasket when closing the door to achieve higher integrity in weatherproofing. i Specifications 12 -Inch Aluminum Signal Head general Each traffic signal head shall consist of a num- ber of completely identical signal sections rig- idly fastened together to present a continuous, pleasing appearance. Each section shall have a separate and complete housing. The traffic sig- nal shall meet or exceed the Equipment Stand- ard of the Institute of Transportation Engineers' (ITE) latest revision. Housing The housing of each section shall be a one - piece corrosion resistant aluminum alloy die - casting. Two integrally cast hinge lugs and two integrally cast latch screw slots shall be on each side of the housing. Through a symmetrical concept each housing shall be capable of pro- viding either right- or left -hand door opening. Left hinged is standard; right hinged is special and must be specified. The top and bottom of the housing shall have an opening to accommo- date standard 11/2 inch pipe brackets. Each signal section shall be rigidly attached, one above the other, by means of corrosion resistant bolts and attaching washers in such a manner that any section may be rotated about a vertical axis and oriented with respect to an adjacent section. e top and bottom opening of the signal hous- mng shall have a Shurlock boss integrally cast into the housing. The radial angular grooves of the Shurlock boss, when used with Shurlock fittings, shall provide positive 5- degree incre- ment positioning of the entire signal head to eliminate rotation or misalignment of the sig- nal. Each housing shall have cast bosses for two five - position terminal blocks. Each posi- tion shall be identified with both number and function cast on housing. The back of each housing shall have the manufacturer's name clearly displayed. Each housing shall have pro- visions for easily adding a back plate. Hinge pins, door latching hardware, visor backplate, and lens clip screws shall be high quality stain- less steel. Housing Door The housing door of each section shall be a one - piece, corrosion resistant, aluminum alloy die casting. Two hinge lugs shall be cast on one side of the door, and two latch points shall be cast on the other side. The door shall be at- tached to the housing by means of two hinge pins. The door shall be easily removable with- out the use of tools. Two latch screws and wing nuts on one side of the door shall provide for opening and closing the signal door without the use of any special tools. A gasket groove on the inside of the door shall accommodate a weath- erproof and mildewproof resilient gasket which, when the door is closed, shall seal against a raised bead on the housing, making a positive seal. The outer face of the door shall have four holes equally spaced about the cir- cumference of the lens opening, with four screws to accommodate the signal head visors. The door shall have at least two index points to enable easy positive orientation of the lens. The door and visor shall overlap 1/2 inch to prevent light escaping between visor and door (visor collar). Optical System Lens. The prismed traffic signal lens shall be standard red, yellow, or green and shall con- form to the latest revision of the ITE standard specifications. The lens shall fit into a specially designed, slotted, extruded, and bonded full - circle EPDM lens gasket designed to fit the housing door in such a manner so as to exclude moisture, dust, and road film The lens and gas- ket shall be secured to the door with four alumi- num lens clips and stainless steel screws. The lenses shall be polycarbonate or glass, as speci- fied Reflector. The reflector assembly consists of a glass - filled polycarbonate reflector ring and spun alzak aluminum reflector (or optional unitized hydroformed alzak aluminum reflec- tor). The assembly shall be pivoted in the signal housing on two stainless steel pins in such a manner that it can be easily swung open for servicing the unit. The entire assembly is easily removed for maintenance or service without the use of any tools. Lamp Receptacle. The prefocused, molded phenolic lamp receptacle is equipped with a lamp grip to prevent the lamp working loose due to vibration. The receptacle may be rotated to allow proper orientation of lamp filament. Bail. The bail shall be a zinc- plated piano wi assembly that secures and orients the socket to the reflector. Wiring Each receptacle shall be provided with two leads with "fast -on" type terminals. Wires shall be color coded per customer specifications. Lamp receptacle conductors shall be No. 18 AWG, or larger, 600 -volt appliance wiring ma- terial, which conform to Military Specification: MIL-W-16878 D, Type B, with a vinyl nylon jacket rated 115 degrees Centigrade. Terminal Block Each complete signal face shall be provided with a terminal block. The terminal block shall be placed in the bottom section unless other- wise specified. The terminal block for a stand- ard three- section head shall be a five - position, ten - terminal, barrier -type strip. To one side of each "fast -on" terminal strip shall be attached the AC common, red, yellow, and green signal section leads, leaving the opposite screw -clamp terminal for field wires. Visors Visors shall be tunnel, full- circle or cap, and a minimum of 9'/2 inches long. Visors shall be formed of corrosion - resistant aluminum alloy sheet. They shall have twist -on attaching tabs to facilitate installation. Painting All interior and exterior parts of the housing, door, backplate, and visor shall be pretreated for painting in the following stages: degrease, hot rinse, etch with an iron phosphate solution, hot rinse, chemical seal, and dry for at least 10 minutes at 300 degrees Fahrenheit. The parts shall then be painted with a single coat of envi- ronmentally safe, ultraviolet resistant, polyes- ter powder coating, which shall be applied electrostatically at 90 kV and baked for 20 minutes at 375 degrees Fahrenheit per ASTM D -3359, ASTM D -3363 and ASTM D -522. The signal head color shall be specified by the customer, except the inside of the visor and the front side of the backplate shall be painted dull black. Stainless steel latching devices shall not be painted. Standard colors are: Dark olive green — shall match Federal Stand- Yellow — shall match Federal Standard 595a- 13538 Du 595a -37038 atch Federal Standard �eclinical` Data ;h iryLfi'4hlL��S!'y� !, »,�•'9 .z •;ai.4 Y:•• ;!•,'t `•:r: Dimensions 14" H x 14" W x 84/" D (less visor) Weight, typ: Poly 11 Ibs (less visor) Glass 9 Ibs (less visor) 930813 6204- 10046M -00 ECDNDLITE orr __ CONTROL PRODUCTS. INC. 3360 E. La Palma Ave., Anaheim, CA 92806 -2856 P.O. Box 6150, Anaheim, CA 92816 -0150 Phone: (714) 630 -3700; FAX (714) 630 -6349 V -0 FACE ARRANGEMENTS 8" & 12" VEHICLE SIGNALS 11 12 • 31 • 47 32 13 14 15 16 21 22 34 48 /I\ 23 24 25 41 42 53 54 55 56 L,L)1 ,),L L COMBINATI N VEHICLE SIGNALS 35 49 36 55 • 37 56 38 -> 58 39 26 <- 46 59 Gi V-6 VISORS FOR VEHICLE SIGNALS (EA & TA Series) TAB TYPE (WITH EARS) MOUNTING fiSOP ■1010 Visor Description 8" Left Angle 12" Left Angle Aluminum - 8" x 18" E8281P1 ** E8286P1 ** 8" Right Angle E8282P1 ** 12" Right Angle E8287P1 ** Aluminum - 12" x 27" E8281P2 ** E8286P2 ** E8282P2 ** E8287P2 ** * *Outside color: -11 a green; -13 Q gloss black; -14 • flat black; -19 - specify color. All visors are black on inside sur ace. Tab and bayonet visors are not interchangeable. For replacement parts, check signal head to determine which visor mounting you need. Louvers are shown on page V -6 ...� CONTROL PRODUCTS. INC. Rev. 0 Solving Tomorrow's Traffic Problems ... Today c Tunnel . %111 Full Circle OP) Cap Visor Description 8" aluminum - 7" long (ITE std)* E8260P1 ** E8280P1 ** E8270P1 ** 8" aluminum - 8" long E8260P2 ** E8280P2 ** - - -- 8" aluminum - 12" long E8260P4 ** E8280P4 ** - - -- 12" alum. - 9 -1/2" long (ITE std)* E8265P1 ** E8285P1 ** E8275P1 ** 12" aluminum - 12" long P4 ** E8285P4 ** - - -- fiSOP ■1010 Visor Description 8" Left Angle 12" Left Angle Aluminum - 8" x 18" E8281P1 ** E8286P1 ** 8" Right Angle E8282P1 ** 12" Right Angle E8287P1 ** Aluminum - 12" x 27" E8281P2 ** E8286P2 ** E8282P2 ** E8287P2 ** * *Outside color: -11 a green; -13 Q gloss black; -14 • flat black; -19 - specify color. All visors are black on inside sur ace. Tab and bayonet visors are not interchangeable. For replacement parts, check signal head to determine which visor mounting you need. Louvers are shown on page V -6 ...� CONTROL PRODUCTS. INC. Rev. 0 Solving Tomorrow's Traffic Problems ... Today F -2 FRAMEWORK OVERHEAD MOUNTING Spanwire Mastarm .l 7^ • let w ' ..r -... .r:. ....:"`41 �rW J( h•r ,'� ?yry: y Description One Way w /Drop Nipples One Way w /Lock Nipples Two -Way Three -Way Four -Way As pictured above 2450 2460 2461 2463 2464 With balance adjustor 2455 2465 2466 2468 2469 With long nipples for backplates 2471 2473 2474 Mastarm '' C:DU VOa U O Solving Tomorrow's Traffic Problems ... Today .: "r. CONTROL PRODUCTS. INC. /� I as Descrip- tion 1 -Way 1 -Way 2 -Way 3 -Way 4 -Way Top mounted plumbizer 0900 - - - -- - - -- - - -- Elevated plumbizer 0904 ) 2961 2963 2964 Top mounted plumbizer with long ipples 6 backplates 2971 2973 2974 '' C:DU VOa U O Solving Tomorrow's Traffic Problems ... Today .: "r. CONTROL PRODUCTS. INC. /� O O G 0 "71 1 o N z •,--1 11 1 4 - i _ i 1 t-P J ._. . i 1 171 co Lp — .) < U).--t -0 rQuj ,.................... M c rn 711 1 .. Lil R.) •....1..... 9° 0 -----'---."1 .3 '` Li) 1,1z _ C.) —I .. _ cs- LP co Ln • tanawa» uooat 0 3— 3 'JNIH oN \ld •S•5 1t1N 55 7C.-01 SYLVANIA INCANDESCENT LAMPS V N300ID3NO. Ordering UPC 46135 Abbreviation Watts Bulb Base y. Ity. I em No. Except Volts Volts 1000 R -60 Mog. 15078 1000R60 /MWFL 120 Pkg. Qty. Description 6 *CI., Reflector Med. Wide Flood 54 C, C -7A 2000 degrees Class and FII. Avg. Rated Houn Approx. UN Lumens LC.L M.O.L 19150 10' /e 15050 1000R60/VWFL 120 6 * Face Fr., Refl. Very Wide Flood 140 C, C -7A 2000 19150 degrees 10' /e 15051 1000R60 /WFL 120 6 * Lt. I.F., Reflector Wide Flood 80 C, C -7A 2000 19150 degrees 10'/, 1500 PS -52 Mog. 16542 16544 16545 16546 16547 16575 16577 16569 16571 16599 16600 16689 16691 16693 1500 1500 1500 1500 1500 1500/99/XL 1500/99/XL 1500 /IF 1500/IF 1500PS52/46 1500PS52/46 1500 1500 1500 105 12 115 12 120 12 125 12 130 12 120 12 130 12 120 12 130 12 120 12 130 12 230 12 250 12 277 12 Clear (50) Clear (50) Clear (50) Clear (50) Clear (50) Clear, Excel -Line (83,50) Clear, Excel -Line (83,50) Inside Frosted (50) inside Frosted (50) * Clear, Special Service (50) * Clear, Special Service (50) Clear (50) Clear (50) Clear (50) C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A C, C -7A 1000 1000 1000 1000 1000 2500 2500 1000 1000 2500 2500 2000 2000 1000 33000 33620 33620 33620 33620 29800 29800 33620 33620 29800 29800 26750 26750 28400 91/2 13'/1, 91/2 13'/, 9'/2 133/4, 91/2 133/46 91/2 133/46 91/2 133/46 91/2 133/46 91/2 131/, 91/4 133/46 91/2 13'/1, 91/2 133/4$ 91/2 13V16 91/2 133/46 91/2 133/46 Lumen Rated Traffic Signal Lamps V op a D3NO. Ordering Lu- IX Wig Abbreviation mens Bulb Base so, Item No. Except Volts Volts 665 A -21 Med, 12462 665A21 /CL/TS /KR 120 Pkg. Qty 120 Description Clear, Krypton Filled Class Avg. Rated and noon Nominal FII. ure Watts LC.L M.O.L C, C -9 8000 64 2'/16 47/16 1950 P -25 Med. 15016 1950L/P25/8 15018 19501/P25/8 15020 1950L/P25/8 120 125 130 2250 P -25 Med. 15012 2250L/P25/2 120 15013 2250L/P25/2 125 60 Clear 60 Clear 60 Clear 60 Clear 60 Clear C, C -9 C, C -9 C, C -9 C, C -9 C, C -9 8000 8000 8000 2000 2000 165 165 165 150 150 3 4% 3 43/, 3 42/4 3 43/, 3 43/4 Krypton Filled Traffic Signal SuperSaver U Lamps VEN R jD a. Ordering Q 0466 Abbreviation Watts Bulb Base Syl. Item No. Except Volts Volts .. 54 A.19 Med. Brass 10441 54A19TS /8M /SS 120 -125 60 A -I9 Med. Brass 10442 60A19TS /8M /SS 90 A -19 Med. Brass 11151 90A19TS /8M /SS Pkg. Qty. Description Class Avg. Rated and Hours Approx. FiI. we Lumens LC.L M.O.L 120 Kr. Filled, Clear Traffic Signal, C, C -11V 8000 530 23/46 3' /e w /Heat Reflector (11,96) 120-125 120 Kr. Filled, Clear Traffic Signal, w /Heat Reflector (11,96) 120-125 120 Kr. Filled, Clear Traffic Signal, w /Heat Reflector (11,96) 120 Kr, Filled, Clear Traffic Signal, w /Heat Reflector (11,96) 12299 90A19/1/TS/8M/SS 120 -125 C, C -11V 8000 610 2'/1, 3'/, C, C -11V 8000 1040 2'/16 4% C, C -11V 8000 1040 3 4% 135 A -21 Med. Brass 12842 135A21/TS /6M /SS 120.125 120 Kr. Filled, Clear Traffic Signal, C, C -11V 6000 1750 3 411/16 w /Heat Reflector (11,96) Street Lighting Lamps (Series Burning) ALL LAMPS ARE CLEAR UNLESS OTHERWISE NOTED VENDOR No. Ordering Lu- Abbreviation mens Bulb Base Syt. Item No. Except Volts AMPS 325 A -21 Med. Pref. 13420 325/66/A21 6.6 1000 PS -25 Mogul 19161 1M/66 6.6 60 19173 1M /66G 6.6 60 19169 1M/66R 6.6 60 Pkg. Qty 120 2500 PS -25 Mogul 19204 2500/66G/PS25 6.6 60 Class Avg. Rated and Hours Description Fil. the Volts LC.L. Airport C, C -8 2000 6.6 2% 515A6 C, C -8 2000 6.6 5'/, 7% Group Replacement (25,83) C, C -8 6000 6.6 5% 7'/, Group Replacement C, C -8 3000 6.6 5% 71/, Gr. Replacement, Base Up (83) C, C -2V 6000 6.6 5' /e 71/, Numbered Footnotes are listed on page 84. 'e Indicates Energy - Saving Product 29 Polyvinyl chloride's unique qualities offer unequalled ease of installation. PVC conduit and duct is exceptionally iple to install. PWPipe PVC conduit 3 easily with a sharp handsaw or PVC Butter, and is securely joined by solvent cement. PVC lasts nearly forever. Rigid, non- conducting PVC is immune to almost all types of corrosives - chemical, biologi- cal, or electrochemical - encountered in either underground or aboveground systems. PWPipe's proprietary formu- lation reduces deterioration 6„iky, from ultraviolet light and con- forms to UL F�'rtrl'11111�i ti(gvl!,ilc.rJ1it ':1, '�. Nominal Pipe Size Average Outride Diameter Approx. Inside Diameter Minimum Wall ' Thickness Approx. Weight Par 100' ,h 3/4 sunlight resis- tance requirements. Every length of PWPipe PVC conduit and duct includes an integral bell end. One less Joint to couple -using easy- fo•apply solvent cement. PVC handles easily. g . A length of PVC conduit or duct weighs only one•Iilth as much as galvanized steel conduit -one- half the weight of aluminum. A full line of fillings makes it easy to connect a PWPipe PVC system to any other system. Nominal Pipo Size ,840 . • 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 . 4.500 5.563 6.625 Average Outside Diameter .80 • 1.03 : 1.36 • 1.59 2.04 2.44 3.03 3.51 3.99 5.01 6.02 ' .113 1,:.,. • •.133 140 • ':)•::•.:1.145 .154 .= .203 .216 16 'I 21 32 46 %x.55•'•. 73 ";'116 ..•.i 166 • Approx. Inside Diameter :.:.226 • • ;::199 • .237 236 .258 •••. 320 . ' .280 415 Minimum will Thickness Approx. Weight Par 100' t•, .t2 ' 31/i • • .52'x, •. i -., t•• ty. ; :.147:C:'ii.:j• t 1.•••,,i'!' ', 21 •, 1.050 .72 .154 28 1 11/4 1:r 1'/a 2 2'/2 3 4•. 5 1.315 93 179 • . 42 1.660 1.25 .191 57 1.47•?•..••;;:;+ ;p�,:�4•.2003 :.+' ;i.N;i 69 •.:',••1 1.900 2.375 2.875 3.500 4.500 1.90 2.28 2.85 .218 . • • .300 96 146 196 6 3.77. i :•'01` 1i'1H'r.'ti 286 5.563 4.76 .375 397 6.625 r 5.70 . ;$.4., :.t `,i 5461w.....•i Nominal Pipe Size 2 Average Outside Diameter Approx. Inside Diameter Minimum Wall Thickness Approx. Weight Per 100' #• 3 4 5 8 2.375 • . 2.25 • . .. ''• 32 :....,. . 3.500 3.37 .061 54 4.500 ...• : . • 4.33 • 89 • ;;,.".,:d 5.583 5.35 .103 136 6.625 . • 6.37' . ?";:,Y ii:';125` ..t` ; '' pa:•` ":p::193{ :j,�et rrt�.�,�kt�,r"�t�t �_ ate• 1 Nominal Pipe Size Average Outside Diameter 4 5 I' 8 . 4.500 5.563 6.625 Approx. Inside Diameter 4.29 5.30 6.31 Minimum Wall Thickness .100 .126 Approx. Weight Per 100' 107 . 163 230 (Tables and explanatory notes continue on next page...) (pvc Standard Radius Elbows Schedule 40 OUSTED Bell x Spigot except as noted- Bell to Spigot on 1/2" - 2" available on request. Item Number 7145 0050* 7145 0075' 7145 0100' 7145 0125" 7145 0150' 7145 0200" 7545 0250 7545 0300 7545 0350 7545 0400 7545 0500 7545 0600 45° Elbow 90° Elbow Item Size Number Size 1/2 7190 0050" 1/2 3/4 7190 0075* 3/4 1 7190 0100" 1 11/4 7190 0125" 11/4 11/2 7190 0150" 11/2 2 7190 0200" 2 21/2 7590 0250 21/2 3 7590 0300 3 31/2 7590 0350 31/2 4 7590 0400 4 5 7590 0500 5 6 7590 0600 6 Standard Radius Sweep Dimension-Schedule 40 13 C 8 C Size A Min. (In.) Min. (In.) Size A Min. (In.) Min. (In.) V2 .840 4.000 1.500 21 2.875 10.500 3.000 34 1.050 4.500 1.500 3 3.500 13.000 3.125 1 1.315 4.750 1.875 31/2 4.000 15.000 3.250 4r I _! 11/4 1.660 4.250 2.000 4 4.500 16.000 3.375 a "�' 1' /z 1.900 8.250 2.000 5 5.563 24.000 3.625 •2 2.375 9.500 2.000 6 6.625 30.000 3.750 irmrphne Pacific Western Extruded Plastics Company n r M nmi �nnin r „noon llrnnnn MI rn 1 1 nM n r" Min ..rnn n nnnn AMERICA'S PIPE COMPANY PVC ELECTRICAL FITTINGS 111. Cot 1111ngs (h LISTED1 Terminal Adaplers 1® LISTED ITEM tit/MDEI1 6001 0050 '/: 150 5 .21 60010075 3/4 100 4 .25 6001 0100 1 50 4 .40 6001 0125 11/4 50 4 .53 6001 0150 11/2 25 3 .70 6001 0200 2 40 0 .97 6001 0250 21/2 20 6 1.73 6001 0300 3 40 10 2.75 6001 0350 31/2 20 12 3.10 SIZE STD CTN PRICE C) N WT (1115.) EACI I Female Adaplers I®LISTEDJ Caps B Reducer Qushings ' Cum �. ..i 1.)1101 C m:1)0nc)u End Bells 6001 0400 4 15 10 4.25 6001 0500 5 10 12 10.55 6001 06(10 6 4 7 13,50 6006 0050 1/2 150 4 .25 6006 0075 3/4 100 3 .46 6006 0100 1 50 2 .50 6006 0125 11/4 50 3 .74 6006 0150 1h 50 4 .90 6006 0200 2 30 3 1.30 6006 0250 21/4 25 0 2.20 6006 0300 3 25 10 3.20 6006 0350 31/4 30 15 4.20 6006 0400 4 25 15 5.50 6006 0500 5 8 0 10.80 6006 0600 6 13 11 13.00 6007 0050 1/2 100 3 .25 6007 0075 3/4 100 3 .42 6007 0100 1 50 3 .50 6007 0125 11/4 50 5 .74 6007 0150 11/4 25 3 .00 6007 0200 2 25 4 1.11 6007 0250 21/4 30 10 2.11) 6007 0300 3 25 11 3.20 6007 0350 31/4 20 13 4.20 6007 0400 4 30 21 4.70 6007 0500 5 10 11 12.00 6007 0600 6 5 0 13.75 6046 0050 '/: 50 9 .60 _6046 0075 3/4 50 7 .65 6046 0100 1 25 4 .66 6046 0125 11/4 25 4 .05 6046 0150 11/4 25 5 .00 6046 0200 2 25 6 1.47 6046 0250 21/2 25 11 3.23 6046 0300 3 25 11 3.36 6046 0400 4 25 5 7,62 61)46 0500 5 10 9 7.03 6046 0600 6 10 12 0.01 6040 007505 '14x '/3 100 '3 .45 6048 010007 1 x 1/4 75 3 1.05 6040 012510 11/4x1 70 0 1.33 6040 015012 1'/:x I' /. 40 4 1.39 6040 020015 2 x 1' /: 25 5 1.67 6040 025020 21/2x2 25 7 5.45 6040 030020 3 x2 50 13 6040 040030 4 x3 25 23 6101 0150 1'h 00 11 .69 6101 0200 2 GO 7 .07 6101 0300 3 25 7 1.10 6101 0400 4 15 7 1.07 61010500 6 0 0 3.59 61010600 6 5 5 5.17 61500100 1 50 3 1.40 6150 0125 I'/. 50 4 1.75 6150 0150 P1 50 5 1.75 _615002002 ______N •3_____2,611_ _ 6150030(1_3 5(1 _ 0_ 3.10 6150 0400 4 - 40 _ 12 3.60 - 6)500500 5 !?..._......5...._.....§.C.35 _ YOI:i00(i(10� (i........ 15 110 ;I0� 5.0(1 7.41) l_•xluuisiun Cot i Irons Ducl Couplings 5 Degrees ITEM NUMBED 6115 0050 1/4 20 0 10.21 6115 0075 1/4 20 12 , 10 55- 6115 0100 1 20 15 10 50 8115 0125 11/4 20 20 10 55 6115 0150 1'h 20 25 10 60 6115 0200 2 20 35 11.91 6115 0250 21/2 15 44 16.013 6115 0300 3 10 42 21,00 6115 0350 31/2 10 54 24.45 6115 0400 4 5 31 31125 61 '15 0500 5 5 _ 45 41,07 ... 0115 0601))" 0 ti 12)) 60.11 y SIZE STD C1N PRICE CI N WT I 6316 0200 2 3(1 11 6316 0300 3 25 10 6316 0400 4 15 7 6316 0500 5 0 5 6316 0600 6 6 6 3.93 5.16 2.64 3.52 5.28 C Access Fillings [6.)LISTED E Access Fillings 1 119TEDJ 1.13 Access I�illin41s <:S (i� usTCOJ 1.1. Access fillings 4.- (c)LISTEDJ Ac:coNs fillings 1 <nIISTED1 1 Accent; 1 ttc)IISTEOJ Solvlco Enlrnnco Caps 61310050 1/4 25 5 1.70 6131 0075 1/4 20 5 . 2.40 6131 0100 1 1 15 0 2.71) 6131 0125 1'/. 15 11 4.05 6131 0150 11/4 15 11 4.30 61310200 2 10 15 7.00 6132 0050 'h 20 4 1.70 6132 0075 1/4 20 5 2 50 6132 0100 1 15 5 3.00 8132 0125 1'/. 15 10 3 65 6132 0150 11/4 15 11 4 40 6132 0200 2 15 22 7.00 6132 0250' 2'/, .1 1.1 20 20 _6132 0300' 3_______ ... 4 14 -- 30.5 I 6132 0350' 3'h 2.. 11 31.60 6132 0400' 4 2 It 32.90 6134 0050 '/: 30 5 1.70 6134 0075 1/4 20 4 2.20 6134 0100 1 10 4 2.40 6134 0125 11/4 15 0 3.70 6134 0150 1' /, 15 0 4,40 613402002 - 10l -13 7.00- 0131 0250'_____ 2i%,« ._.. 4 .. 15 8(10(1 _ 6134 0300'- 3 ' 4 15 7100 6134 0400' 4 2 0 34.00 6136 0050 1h 25 5 1.67 6136 0075 1/4 15 4 2.52 6136 0100 1 10 4 2.60 6136 0125 11/4 10 7 3.70 6136 0150 11/4 10 0 4.25 6136 0200 2 10 15 7.46 6136 0300' 3 4 34.10 6136 0400' 4 2 43 06 6137 0050 'h 25 5 1.67 6137 0075 V. 20 (3 2.33 6137 0100 1 10 4 2.55 6137 0125 1'/. 10 0 3.70 6137 0150 1'/2 10 0 4.25 61370200 2 10 15 7,00 6137 0300' 3 4 34.61 6137 0400' 4 2 43:06 61300050 1/4 25 fi 2.15 01380075 '•'''__ 15 _._. :1 ___ 2.1(1 _61300100 r�1 • 10 - 9 2.71) - 6136 0125 i'/1 - i0._ __ .0 .- .- .4,4))_ 6130 0150 1'% 10 - 8-- __LA: 6130 6130 0200 2 0 12 0.11) 6138 0300' 3 _A.. .. 43.32 6130 0400' 4 2 50.21 617_0.0100 1 20 4 2.55 617 0125 20 0_ _3.00_ 1'a G 170 0150 I'/ 12 0 4 fi3 20 G 170 00 3 _._._ 7 7R _ 6170 0250 ---- _ I I 3R 1)11 6170 ((I 0170 0450 'Mon 111 1 (glut! rocuc eci_ Ica • ion °land ,Data File PVC Electrical Finings and Accessories PVC Cement and Primer With dauber for all PVC Electrical Applications. PVC Medium Body Cement Item Number 8212 03 8211 94 8211 95 8212 06 8212 05 8212 11 Size Clear Pints Clear Quarts Clear Gallon G ray Pints Gray Quarts Gray Gallon PVC Purple Primer Item Number 821002 821001 821000 Size Pint Quart Gallon Cement Requirements— Approximate Number of Joints Per Pint of Cement by Pipe Size W-175 1"-110 1;4"-75 2W -35 4"-25 %" -150 1'/, " -90 2 " -40 . 3 " -30 6 "--12 � , Pacific Western Extruded Plastics Company P.O. fax 10049, Eugene, Oregon 97440 / 1.800.347.0200 / (503) 343.0200 / FAX (503) 685.9247 .--..... AMERICA'S PIPE COMPANY 1.1.111'Ir I, ...palm. 1....•.'.•1'.1,1n1'• 1 1. SCOPE: 1.1 ROME CABLE CORPORATION SPECIFICATION 3231 -1A FLAT -TWIN POLE AND BRACKET CABLE This specification describes a flat -twin pole and bracket cable insulated with PolyVinyl Chloride and belted with High Molecular Weight Polyethylene. This cable is intended for use in series street lighting circuits in both interior and exterior installations for operation at temperatures not exceeding 75 °C. The insulation and belt thicknesses are based on a maximum of 600 volts between conductors and on open circuit voltages from 4001 to 6,000 volts. 2. APPLICABLE SPECIFICATIONS: 2.1 The cable shall meet the applicable requirements of ICEA Standard Publication for Thermoplastic Insulated Wire'and Cable, ICEA Pub. No. S -61 -402, Part 7, except as otherwise modified herein. 3. CONDUCTOR: 3.1 There shall be two conductors. Each conductor shall be of annealed uncoated copper, size and stranding shall be as noted in Table 1. 4. INSULATION: 4.4 The insulation for each individual conductor shall be PolyVinyl Chloride in accordance with and complying to the requirements of ICEA Pub. No. S -61 -402, Part 7, Para. 7.1.3 with the exception that one conductor shall be colored black and the other red. 4.2 The average thickness of the insulation shall be not less than that given in Table I. The minimum thickness shall be not less than 90 percent of the values given in the table. 5. CONDUCTOR ASSEMBLY: 5.1 The two insulated conductors shall be laid flat and parallel and enclosed in a black HMW Polyethylene belt to form a flat configuration. de Cable Corporation pacification 3231 -1A 6. POLYETHYLENE BELT: Page -2- 6.1 THe belt shall be heat and light stabilized black HMW Polyethylene insulation in accordance with the requirements of ICEA Pub. No. S -61 -417, Part 7, Para. 7.1.5. Fillers shall not be used, the belt insulation shall fill the interstices of the cable. 6.2 The average thickness of the belt shall be not less than that given in Table 1. The minimum thickness shall be not less than 90 percent of the values given in the table. 7. ELECTRICAL TESTS: 7.1 Each length of completed cable shall withstand the following voltage tests after being immersed in water for at least 6 hours. 7.2 An alternating current test voltage of 3000 volts shall be applied between conductors for 5 minutes. 7.3 The conductors shall be connected together and the alternating current and direct current test voltages given in Table I shall be applied between the conductor and water. 8. SHIPPING: 8.1 Shipping lengths shall be as specified. 8.2 Packaging shall be in accordance with standard commercial practices. TABLE I Thickness Test Voltages, kV Open Circuit Condr. Size (Mils) AC DC Voltage (Volts) AWG Stranding Ins. Belt (5 Min.) (15 Min.) 4001 -6000 10 ACS:ds 6/27/90 19 47 95 13.0 35.0 r - - 21'11.o0ucT 3P30~CXF2CATION DRAWING Nunn. 223310 33:3tY -TEK D1:£C: PE8M- 728•14-35 DRAWN SY: J. Trate 1 Bev : tell 4 : 8Y t . 1 6330 1 .L2 g OpE Pete 1 of 2 SEEK 'rE3C , r$yO 132 WHITE CAE 11OAD MEW HOLLAND, PA 1703" 1400-ME-TEE eesesesaeasoss sal ettaeeaesseaat ,tnaa. **aaaaaaaa ♦. CHANGE 1 DATE :APPROVED 1 if 1 Initial laicise 1 072089 1 • 9 4o-. 1 4 1.1 This specification Covers Mr requite/sense !or a special purpose multi- conductor cable composed et THttEE, 20 AWO insulated tingles cabled together with an overall shield and ?VC Jacket.• L Li.l%ARIE mom/ The following documents, of the latest Issue, shill Corm a part ai_thts specification to the extent Specified herein: ABTK 8O: Soft or Annealed Copper Wire. ASTM 843: Tinned Sett er Annealed Copper Wire for Electrical Purposes. ASTM B -286. Copper Conductors for use in Hookup Wire for Electronic Equipment ASTM 13-4032: Btendard Methods ei Testing Hookup Wire insulation. L& 21111STY1t5T1.gti 1211,211 11 3.1 Conductor: 20 AWO, 7 strands of .0133 ", Tinned Anneeled Copper per ABM I -33; .036" nOminai diameter 3.2 insulation: Polyethylene, .027" seminal wall, .090" nominal dletaeter. 3.3 Coro; Three insulated primaries as described above shall be cabled together wsth a 3 1/2" nominal leit•hand lty, .194" nominal diameter. Color code: YEL, SIX, end ORO. • 3.4 Wrap: A .001" nominal thickness polyester tape shall be spirally applied over the Dare with a 30% minimum overlap. 3.5 Shield: A .0015" nominal thickness Aluminum /Polyester taps shall be spirally applied over the core wrap with a 30% mintttum overlap, aluminum side feting in. OA Drain: 20 AWO, 7 strands of .0121 ", Tinned Annealed Copper per /ATM B -23t .000" nominal diameter located under the shield and in dirsot'oontect with the aluminum. 2.7 .3se1tei: Black, Flexible Polyvir.ylahlorsde• .043" nominal w411. 290" nominal diameter. i.s &&IGILItak I10.112.121 4.1 Conductor Resistance: 11.5 Ohms maximum per 1000' at 20C when detarmir.ed in &accident. with ASTM E-286. 1L.2 Z.6I1112 - NONE • • • JUL 2E. '89 14:23 EERK -TEK, INC. :13310 ?E8M. 726 -1Z -8! CCont'd.l Pegg 2 of 3 P'E :+,Q QJ$ 11y1`NTIp4t:A2 DA1 6.1 the cable shell beet the printed legend: "SEER -TEU TYPE R 3 CONDUCTOR / ANO 620 19x381 600 VOLTS 75C 3M / 31 -134 ". 6.2 The tag shell include the date of manuftoture, number and tits of conductors, part nwobst, and Dodos. Q Z mug: 7.1 Manuttotvrer thall.be responsible for the performance of all inspaetfon and testing necessary to mainttir, oomplfanoe with the requirements swilled herein. l$ ZIULLAIIQU Cott IMMIX 6.3 1ZNOTii: 1.000' noa►tnt1 ttendard with all ends accessible for teettaq. 1.2 SUL : Plywood, non •returnable. 6 3 !IMAMS: S: Sufficient to provide full protection from damage or deterioration under Hormel storage. shipping and handling. c Rome Cable C O R P O R A T I O N . ROME USE -2 or RHW -2 or RHH Rome -XLP Insulation, 600 Volts SPEC 2150 January 1, 1991 APPLICATION: For llghling and power applications In accordanco with the National Eloculcal Coda and for other gonorai purpose wiring applications. Sultabto for use In dr• cullo not oxcoodtng 000 voila at conductor lomporoluroo not oxcooding 00•C In wut or dry locutions. May bo Installad In racoway, duct, dlroct burial and aortal Installations. STANDARDS: Oopnrntor ,_ 1. Llslod by Underwriters Laboratories ae Typo USE-2 (901C wet or dry) per , - .1,',rm. , • 11,((L Standard 854lor Service Entrance Cablos. (r,t,. 2. Listed by Undorwrltore Laboratorlos as Typos RHW-2 (90'C wet or dry) fffff0,� I' „ or RIM (90'C dry) per Standard 44. 3. Conforms to ICEA Pub, No. 8. 88•524, utilizing Column A Insulation thlda '. • ..... , . nuoaou, 4. Conforms to Fodoral Spoctllcation J•C•3013. 5. Slzoo 12-4 AWG euandod coppor opprovod undor FAA Advisory Circular Copper 15015345.7D par Spec L•824 Airport LlghtIng Cable, Typo C. Rome•XLP Conduelor CONSTRUCTION: Annealed coppor conductor, Rome•XLP thormosotdng Insulation chomlcally crossllnkod potyethytono Insulation, surface pdnlod. Copper Ineul• Amply Approx. WI. Lb /1000 Ft. Slzo lotion 90•0 ' AWG Thick- Nom USE•2 75'C " Put•up or No. of netts Dlam. RH•2 USE ShIp• Stock kcmll Strands Mlle Inches RHH RHW Not pinp Items Solid 12 Solid 45 . .18 301 25' 30 33 - NS NR fool S 10 Solid 45 .20 40' 35' 43 46 - NS NR fool S 0 Solid 60 .25 55 50 68 73 - - - Strandel 12 7 45 .19 30' 25' 32 33 2500', NS NR reol S 10 7 45 .21 40' 35' 45 40 - NS NR rod S 0 7 00 .27 55 60 72 70 • NS NR rool S 0 7 80 .31 75 65 105 115 • NS NR roof s 4 7 60 .36 95 85 155 175 NS NR rool 8 2 7 80 .41 130 115 234 255 • NS NR fool S 1 19 80 .49 150 130 305 330 - NS NR root S 1/0 19 80 .53 170 150 300 405 - NS NR roof S 2/0 10 80 .58 195 175 470 495 - NS NR root S 310 10 00 .83 225 200 500 616 • NS NR tool S 4/0 10 00 .00 200 230 725 785 NS NR rani S 250 37 95 .78 290 255 085 925 - NS NR real S 300 37 95 .81 320 205 1025 1000 - - - 350 37 95 .08 350 310 1190 1250 • NS NR root S 400 37 95 .91 300 335 1345 1410 • 500 37 95 .99 430 380 1665 1780 - NS NR cool S 000 61 110 1.10 476 420 2020 2110 - - • 750 61 110 1.20 535 475 2500 2600 • NS NR fool 8 1000 01 110 1.35 815 645 3225 3420 - • - 1250 01 125 1.51 865 690 4130 4310 - 1500 91 126 1.83 705 625 4030 5110 - • 1750 127 125 1.74 735 650 5720 6900 - - • 2000 127 125 1.05 760 665 6510 8010 • 'AMPACITY In accordanco with NEC tor not more than throe conductors. As RH•2: In raceway, 00'C conductor tomporature and 30'C ambient In wet or dry locations. As RHH: In raceway, 90'C conductor temperaturo and 30'C amblont In dry locations. As U8E•2: direct burial, 90'C conductor tomporaluro and 30'C amblont In wot locations. "AMPACITY In accordance with NEC for not moro Than throe conductors. As RHW: In racoway, 75'C conductor tempemluro and 30•C amblont In wot or dry locations, As USE: direct burial, 76'C conductor temperature and 30'C amblont In wot locations. Inlormollon on this shoat sub)sct to change without notice. CHESTER CABLE TRAFFaC CONTROL CABLE POLYETHYLENE INSULATED SIGNAL CABLE (600 VOLT) POLYVINYL CHLORIDE JACKET IMSA Type 19 -1 JACKET WALL OVERALL O.D. CONSTRUCTION I (Inch) I (Inch) TOTAL WEIGHT Ib /mft AWG No. of Conds. Solid Stranded Solid Stranded Solid Stranded 14 2 .045 .045 0.329 0.347 82 87 14 3 .045 .045 0.348 0.386 74 79 14 4 .045 .045 0.377 0.398 93 99 14 5 .045 .045 0.410 0.435 114 122 14 7 .045 .045 0.445 0.472 148 158 14 9 .045 .060 0.517 0.580 188 218 14 10 .060 .060 0.591 0.627 221 235 14 12 .060 .060 0.608 0.846 255 272 14 16 .080 .080 0.672 0.715 328 350 14 19 .060 .060 0.707 0.752 377 402 14 20 .080 .080 0.743 0.791 398 424 14 24 .080 .080 0.823 0.917 470 535 14 30 .080 .080 0.911 0,968 605 644 14 37 .080 .080 0.979 1.042 727 774 12 2 .045 .045 0.383 0.405 89 95 12 3 .045 .045 0,404 0.428 107 113 12 4 .045 .045 0.442 0.468 135 143 12 5 .045 .045 0.483 0.513 168 178 12 7 .060 .060 0.556 0.589 232 246 12 9 .060 .060 0.845 0.884 297 315 12 10 .080 .060 0.699 0.743 324 343 12 12 .060 .080 0.720 0.788 377 399 12 18 .080 .080 0.799 0.891 490 652 12 19 .080 .080 0.882 0.937 598 633 12 20 .080 .080 0.926 0.985 630 867 12 24 .080 .080 1.025 1.091 745 789 12 30 .080 .080 1.084 1,154 904 956 12 37 .080 .080 1.168 1.246 1091 1155 POLYETHYLENE JACKET IMSA Type 20 -1 CONSTRUCTION JACKET WALL (Inch) OVERALL O.D. I TOTAL WEIGHT (Inch) I Ib /mft AWG No. of Conds. Solid Stranded Solid 'Stranded: Solid Stranded 14 2 .045 .045 0.329 0.347 54 58 14 3 .045 .045 0.346 0.366 66 70 14 4 .045 .045 0.377 0.398 83 89 • 14 5 .045 .045 0.410 0.435 104 111 14 7 .045 .045 0.445 0.472 135 144 14 9 .045 .060 0.517 0.580 174 196 14 10 .080 .060 0.591 0.627 201 214 14 12 .060 .060 0.608 0.646 234 243 14 16 .060 .060 0.872 0.715 305 325 14 19 .060 .060 0.707 0.752 353 376 14 20 .080 .060 0.743 0.791 372 396 14 24 .060 .080 0.823 0.917 441 493 14 30 .080 .080 0.911 0.968 563 600 14 37 .080 .080 0.979 1.042 881 728 12 2 .045 .045 0.383 0.405 79 84 12 3 .045 .045 0.404 0.428 98 102 12 4 .045 .045 0.442 0.468 123 131 12 5 .045 .045 0,483 0.513 155 165 12 7 .060 .060 0.556 0.589 214 228 12 9 .080 .060 0.845 0.684 275 291 12 10 .060 .080 0.899 0.743 300 317 12 12 .080 .060 0.720 0.766 ( 351 372 12 16 .060 .080 0.799 0.891 462 511 12 19 .080 .080 0.882 0.937 558 590 12 20 .080 .080 0.928 0.985 587 822 12 24 .080 .080 1.025 1.091 697 738 12 30 .080 .080 1.084 1.154 853 902 12 37 .080 .080 1.168 1.245 1038 1097 PAIRED POLYETHYLENE INSULATED COMMUNICATION CABLE WITH ELECTRICAL SHIELDING (600 VOLT POLYVINYL CHLORIDE JACKET IMSA Type 19 -2 JACKET WALL CONSTRUCTION (Inch) OVERALL O.D. (Inch) TOTAL WEIGHT Ib /mft AWG Pair Solid Strandedl Solid Stranded Solid Stranded 19 19 19 19 19 19 19 14 14 14 14 14 14 2 3 6 12 18 25 50 2 3 8 12 18 25 .045 .045 .060 .060 .080 .080 .080, .045 .060 .060 .080 .080 .080 .045 .045 .080 .080 .080 .080 .080 .080 .060 .080 .080 .080 .080 0.421 0.478 0.631 0.807 0.981 1,113 1.472 0.518 0.829 0.803 1.089 1.284 1.465 0.441 0.500 0.684 0.894 1.040 1.182 1.569 92 102 174 277 413 528 909 0.575 150 0.662 195 0.890 320 1.155 597 1.365 828 1.560 1089 97 111 190 341 458 585 1013 175 207 375 834 884 1159 12 2 .060 .080 0.628 0.880 224 238 12 3 .060 .060 0.728 0.768 268 283 12 6 .080 .080 0.982 1.039 491 520 12 12 .080 .080 1.288 1.386 857 907 12 18 .080 .080 1.526 1.624 1204 1277 12 25 .110 .110 1.815 1.931 1712 1813 NOTE: All dimensions and weights shown are nominal and sub)ect to standard Industry tolerances. POLYETHYLENE JACKET IMSA Type 20 -2 CONSTRUCTION JACKET WALL (Inch) OVERALL O.D. i TOTAL WEIGHT (Inch) ib /mft AWG Pair Solid Stranded Solid ;Stranded; Solid Stranded 19 19 19 19 19 19 19 14 14 14 14 14 14 12 12 12 12 12 12 2 3 6 12 18 25 50 2 3 6 12 18 25 2 3 8 12 18 25 .045 .045 .080 .080 .080 .080 .080 .045 .060 .060 .080 .080 .080 .080 .060 .080 .080 .080 .110 .045 .045 .060 .080 .080 .080 .080 .060 .060 .080 .080 .080 .080 .060 .060 .080 .080 .080 .110 0.421 0.476 0.631 0.807 0.981 1.113 1.472 0.518 0.629 0.803 1.089 1.284 1.465 0.441 81 I 88 0.600 89 98 0.864 I 152 167 0.894 249 300 1.040 367 408 1.182 1 474 530 1.589 , 839 938 0.675 137 0.882 174 0.090 292 1.155 546 1.385 I 788 1.560 1020 156 184 334 580 819 1085 0.628 0.680 203 213 0.728 0.768 240 256 0.962 1.039 448 472 1.286 1.368 797 843 1.526 1.624 1132 1200 1.815 1.931 1593 1685 1 CHESTER CABLE TRAFFIC CONTROL CABLE PAIRED POLYETHYLENE INSULATED POLYETHYLENE BELTED COMMUNICATION CABLE WITH ELECTRICAL SHIELDING (300 VOLT) POLYVINYL CHLORIDE JACKET POLYETHYLENE JACKET IMSA Type 39 -6 CONSTRUCTION JACKET WALL (Inch) OVERALL O.D. (Inch) TOTAL WEIGHT Ib /mft AWG Pair Solid Stranded Solid Stranded Solid Stranded 22 2 .045 .045 0.409 0.420 78 88 22 3 .045 .045 0.444 0.457 85 98 22 6 .045 .060 0.519 0.571 118 147 22 12 .060 .060 0.885 0.691 194 214 22 18 .060 .060 0.750 0,783 248 273 22 25 .060 .080 0.874 0.912 342 372 19 2 .045 .045 0.442 0.482 98 107 19 3 .045 .045 0.485 0.509 111 121 19 8 .080 .060 0.611 0.645 179 194 19 12 .080 .060 0.747 0.795 270 300 19 18 .080 .080 0.891 0.950 389 432 19 25 .080 .080 0.993 1.092 487 587 18 2 .045 .045 0.485 0.499 113 123 18 3 .060 .060 0.568 0.585 149 154 18 6 .060 .060 0.685 0.710 214 225 18 12 .080 .080 0.889 0.924 387 383 10 18 .080 .080 1,017 1.088 483 529 18 26 .080 .080 1.171 1.220 835 685 16 2 .045 .080 0.516 0.588 138 182 16 3 .060 .060 0.605 0.829 174 184 16 8 .060 .060 0.739 0,773 286 282 16 12 .080 .080 0.987 1.018 484 493 16 18 .080 .080 1.142 1.201 847 685 16 25 .080 .080 1.283 1.353 827 878 IMSA Type 40 -6 CONSTRUCTION JACKET WALL (Inch) OVERALL O.D. (Inch) TOTAL WEIGHT Ib /mft AWG Pair Solid Stranded Solid Stranded Solid Stranded 22 2 .045 .045 0.409 0.420 66 75 22 3 .045 .045 0.444 0.457 74 84 22 6 .045 .060 0.519 0.571 105 128 22 12 .060 .060 0.865 0.691 171 190 22 18 .080 .080 0.750 0.783 222 248 22 25 .080 .080 0.874 0.912 302 330 19 2 .045 .045 0.442 0.482 86 95 19 3 .045 .045 0.485 0.509 98 108 19 6 .080 .080 0.811 0.645 158 172 19 12 .060 .080 0.747 0.795 244 272 19 18 .080 .080 0.891 0,950 349 388 19 25 .080 .080 0.993 1.092 441 517 18 2 .045 .045 0.485 0.499 100 110 18 3 .060 .080 0.588 0.585 129 134 18 8 .060 .060 0.885 0.710 190 200 18 12 .080 .080 0,889 0.924 327 341 18 18 .080 .080 1.017 1.088 438 478 18 25 .080 .080 1.171 1.220 580 808 10 2 .045 .060 0.516 0.586 124 143 16 3 .060 .080 0.605 0.829 154 183 18 6 ; .060 .080 0.739 0.773 241 255 16 12 .080 .080 0.967 1.016 419 446 16 18 .080 .080 1.142 1.201 694 629 18 25 .080 .080 1.283 1.353 788 814 UL STYLE 2106 LOOP LEAD -IN CABLE Paired Polyethylene Insulated, Shielded, PVC Jacketed, 600 Volts Catalog Number Conductor gaze AWG Stranding Nominal Jacket Thickness Inchea Nominal O D Inches Nominal Weight Per 1000 Feet (Pounds) 48 60 90 16- 2PE32ALM- 1X- J32 -19T 14- 2PE32ALM- 1X- J35 -19T 12-2PE37ALM-1X-J40-19T 18 14 12 19 19 19 .032 .035 .040 .305 .340 .400 IMSA TYPE 50-2 LOOP LEAD -1N CABLE Paired Polyethylene Insulated, Shielded, Polyethylene Jacketed, 600 Volts Catalog Number AWG Stranding Nominal Jacket Thickness Inches Nominal O D s Inches Nominal Weight Per 1000 Feet (Pounds) 18-I MSA50/2 -19T 16- IMSA50 /2 -19T • 14- 1MSA50 /2 -19T 12 -I MSA50/2 -19T 18 16 14 12 19 19 19 19 .032 .032 .032 .032 .284 • .308 .338 .376 31 39 54 75 • Also available In 7 strand 51 -5 TUBE -LOOP DETECTOR WIRE AWG No. of Strands OVERALL O.D. TOTAL WEIGHT (Ib /mft) OUTSIDE DIA. INSIDE DIA. WALL THICKNESS PVC PE 14 19 .250 .190 .030 30.00 25.00 12 19 .260 .200 .030 38.00 34.00 Note: All dimensions and weights shown are nominal and sub(ect to standard Industry tolerances. 5 -10V— 9 -95 tintol-08 -3993 c M O N 1 2: 3 9 12g3L R A S M U S S E N SEA fis ujciLL 1 IAialI induatriGs, inc. 0.' Box 830 Gran{te Quarry, NC 28072 704- 279 -7901 Tensile Strength Energy Absorption Effect of Wetting Effect of Sunlight Chemical Resistance Abrasion Resistance Uses For Polypropylene Ropes Wall Identification M rkgrs POLYPRO Polypropylene produces the lowest coat eynthetto rope yet finds its way Into acme etteolleg theta. Not recommended for refs- daring, due to high friction and tow melting KIM. le ie the lightest rope, Mist; and is available in a variety of colors. Poolypropylene ropes are about twice the strength of manila. Polypropylene will absorb foss energy than other synthetics but about twice as much as manila for ropes of the same else. NO lass of strenget when wet and tee fibers absorb no water. Completely resistant to rotting. The lighter colored Polypropylenes harp toes reslstenca to ultraviolet tight but this Improved With darker colors. Black Is better than any of the solo re. Our standard yeltow ootorapp roaches the ssmo resistance to bleak. Tha beat ell -round resretanoe or art the fiber ropes. Not recommended for renderine or man surface friction applications. Whore a high performance rope le not required end to provide mud mum mono my. Appikatlone wttere a floating rope is important,. LADING USES APE Mooring linos, stringing dm, ski totI, lines, hand Ilnas and pot warps Orje blue tracer In 9/8' and 7/113'; no tracer yarns in smaller sizes, Two blue tracers In ono strand of 1/2' and taroer ropes. One red monotltament Inside pne strand. Ropes over 10 dtamater have a twisted tape mirksr In Me same stand. P . 0 2 P. 02/02 1IZB OLYPRO sol a OIA. CIN. 74thil• Rti 1'rP Lac. Per 100 ft Ratio 10 13(1111k 8trongth _ s1.. 1f1' 30e 10:1 11- 94' 1AO 11 1011 11 1' ......200 !.'_r00 11 e.s 10:1 w , e:l W. 15Ct- rG1" 11.(,• 00 Si e:1 _ Sk` 154 000 6.7 A *1 tie 114 400 6.1 _ 11:1 tt:- r e -00 7.a e1 36- awl• 4500 10.7 r'1 lye liar 0100 11.7 no 54 29r.• 10 141!00 11.0 11.0 7:1`q 7:1 1• 6' 11/4" w,' 18)00 30.4 7:1 1',4• 354 18,000 2:1.7 71 71 t y r_ 11,poo 117.0 14ry 4" 1000 _ t10d 71 154' 434• 10O0 Sea 4 71 1t{,- 1• 36.003 471 711 1/,• 6g' 404100 27.0 __.. 7:1 �� r e sac* on 7:1 .....rm 14- awl,' s1,to0 au 711 251.• 7' 69,CA0 one &I Cr 7W r 110,000 1071 , Al re' r sexed ;900 8.1 V4,• 1114' 101.000 1171 ea r r 114.000 117 boo 161.0 100.0 e:1 61 '•••�• e5;' 1 • • 31; 11' 132100 _1 232.0 e:1 -•• 4' • • 111• 00 176.0 1:1 T.. ~MI Ow' am a.4n,, dad on Mew pp.e way woe, oeamori g dWIa.4CM Wry was ab i so.v.vy...m any lilystA4. TOTAL P.02 FEB 10 '93 09 00 BRIMHRLLS AGENCY SEATTLE i SEC SINGLE FUSED CONNECTOR KIT- MODEL SEC 1791 -SF FOR COPPER OR ALUMINUM SOLID OR STRANDED Fused quick disconnect type kit for low voltage copper or aluminum conductor cables. Recbmmunded for street, highway, and flood lighting in outdoor Innations In both wet or dry areas. Model SEC 1791-SF kits are designed to fit most conductors from number 14 to 4 stranded or solid. Conductors are attached with simple screw Tugs for easy, quick 1nftellnPinn linndiunfnrR can be remw 'l and WI-Welled, Any >Itlinciard midget, ferrule type fuse (except glass twat) may ue used In tIilu uuiii�vului k 1• Fuse dirhapslona nro 11,x'33" diameter by 1.1/2" length, SEC fused connectors are designed for 600 volts or less, 1/8" LOAD �••- CUTTING RINGS LENGTH IN 4.7/8" DIP�METER = 7/8" LINE SEC 1791 •SF SEC 1791 -DS•3 SEC 1781•DS•4 SEC 1791•SF•6 PARTS LIST Single Fused Kit Complete Load Fuse Body Load end Line Fuse Holder (2 Required for Each Kit) Line Fuse Body ORDERING INSTRUCTIONS. NN 1/8" The same fused connector kit will fit most conductor sizes from number 14 to 4 stranded or solid. PATENT No. 3,874,794 P.1 .�:...........,..` % .S,. 1.....,........... Section 1 -15 Power Distribution Fuses -600 Volts (or Tess) LIMITRON, Fast - Acting KTK -R CATALOG SYMBOL KTK•R FAST - ACTING Vto TO 30 AMPERES 600 VOLTS (OR LESS) CURRENT LIMITING INTERRUPTING RATING- 200,000A RMS SYM. U.L. LISTED (BRANCH CIRCUIT FUSE) CLASS CC U.L. listed for branch circuit protection. A very small, high performance, last- acting, single - element fuse for protection of branch circuits, motor control circuits, lighting ballasts, control transformers, street lighting fixtures. . .. A diameter of only 13/32" and a length of 11/2' give cost and space savings. A grooved ferrule permits mounting in "rejection" type fuse - holders as well as standard non - rejection type holders. When used with rejection type fuseblock or holder, only the KTK -R fuse can be inserted in these fuse clips or holders. Thus circuit protection is maintained with a fuse rated 600 volts or less and 200,000 amperes interrupting rating. The overall dimensions of the KTK -R fuses are the same as other t2/32" x 11/2" fuses, so that KTK -R fuses can be used in existing clips or holders for 1/32" x 11/2' fuses. Application and Sizing Apply KTK -R fuses on branch circuits where non - lime -delay fuse characteristics with current - limiting short - circuit protection is needed. Apply for motor branch circuit protection the same as any non - time -delay fuse. KTK -R fuses are well suited to meet the requirements of the National Electrical Code, Section 430 -72 concerning the overcurrent protection of motor control circuits. With some exceptions, this section requires overcurrent protection at the conductor ampacily for control conductors extending beyond the control equipment enclosures. Catalog Numbers (Symbol and Amperes) KTK.R•' /to KTK.R.3/4 KTK•R•3' /3 KT K-13.9 KTK•R•' /s KTK•R•1 KTK•R•4 41.10 KTK•R•3/10 KTK•R•1' /2 KTK•R -5 .R.12 KTK•R•'A KTK•11•2 KTK.R.6 KTK•11-15 KTK•R•3 /io KTK•R•2' /a KTK•11•9 KTK•R•20 KTK•R•' /a KTK•R•3 KTK41-5 KTK•R•30 Carton quantity -10; Shell Package -100. Weight Per Carton -3.1 oz. Note — Contact Dussmnnn for Lnlest Performance Data Fuseholder HPS•RR The Buss HPS -RR fuseholder is designed to accept only KTK -R fuses (' /,o through 30 amperes). UL recognized (600 volts). Fuseblocks t3C6031 SQ These new fuseblocks accept only U.L. Class CC fuses... provide safety by preventing other type fuses of same size but with lower Interrupting ratings (and /or non - current limiting ., capability) from being used. Nipple on end of ferrule makes an electrical contact with vertical face of terminal. (See Section 2, "Fuseblocks," for complete data.) Current Limitation Curves W 101.100D0O0 00 O =— ODD —' - Pno.-: -_ sc: 41„ S- ' lloflf c l ncu- _ n- _ U_ ENT� _ -- - � Mo— s � IIi° A �i1�p �P8� Rsg g Ef 11 _ $mo •••• EG — � S tto 5 5 1001 000 600 400 300 A 001 FIxo1 :13 111 05 t. Time - Current Characteristic Curves — Average Melt N n m.- .- t3 AMPERE 300 ...' • 200 100 10 60 60 30 20 • .3 .r 06 06 01 01 or 111 ' 13 I S, l LI u f� ft g Cu Illrllt Maw 111Ea Splicing Resin Non•Shlelded, Dry Cable Cia=1" Non - Shlelded, Wet or Dry Cable C=1-11 Single Conductor, to 1000 Volt, Cable ( ri Multiple Conductor, to 1000 Volt, Cable 82-A Series Scotchcast Inline Resin Splice Kits Use the 82 -A series kits to insulate and moisture -seal single - conductor, non - shielded cable splices through5kV and multi - conductor cables through 1 kV. Refer to "Lugs and Connectors" "x iection to select Ca or AI compression connectors -- they must be ordered separately. The 82 -A series is UL Listed 486D, File Ntunber E102356. Each kit contains: • Snap - together mold body • 2 Funnels • Tape for sealing mold ends and connector area • Scotchcast 4 electrical insulating resin in a Unipak container Predact UPC Conductor Slur' 0101-30 owl i2-A 25015 1241 12•AZ voimaa>, WAS Nods dt market car (11 oil. � cuss f�W O.D.. sane foe Pent Ott. 0750'' oAa' Hare 10 (1f Iran (10 ma) 25024 Up to 2 AWU 0iz3- CAM' (30,mrr) (10 ant (10 met Moe 10 25032 2-010 AWO icor 0123' 1/bas 10 (33.80 meat 125 mm! (16 non 25040 310 AMID -400 ',cur 1.503 L000' Mu 10 (95 -200 nail (10 mot OS non °Imports= Use insulation lead or commix 0.O.11w (iosi ovum; wheat, "SOO kaai1 when urines Scaehlok brad IORNcaMKrcompretimcaawaaar. C====Lifi Non- Shlelded, Dry, Cable =:=0 MerrShlelded, Wet or Dry Cable Dlnpt& Conductor, to 1000 Voil, Cable 1MWte Conductor, to 1000 Volt, Cable 82 -81 Scotchcast Wye Resin! Splice Kit The 82 -131 kit insulates and moisture -seals wye splices for compression tap connectors (eg. C or H tap) rated for cables up to 5 kV. Use on non - shielded ables through .$1 5 kV and on mufti- conductor cables through 1 kV. Its _. 'ti' ;' • ,,: -:t;:� � rigid two -part transparent mold maps around splices. Within 30 Minutes ater resin has been poured, tiw splice is wady for a long, reliable life --- buried or in a cable tray. Each kit contain= • 24%x mold body • Tape for staling mold ends • Z Farads • Abrasive loth strip • Sport 4 resin a h kit min ace (11 *kir. g11e nmieresasemster bon Cue plow we ROW Cable U. 14i Perk Orr. /!►i1 ow SS Ids Sat !AM 0250 -0Z2r 1Thcot 10 cg Drier (0-18 rem DM Electrical Products envision 66 To order. FAX !.600.245.0329 or can 1.800445.3373 MN UPC Prefix 054007. Iiimmomommw Resin Splicing Single Conductor, to 1000 Volt, Cable 90 -BI Scotchcast Wye Resin Splice Kit The 90 -B1 kit insulates and moisture -seals wye splices made with the split -bolt type connec- tors on cables rated through 1 kV. Use the 90 -B1 kit in above- ground or buried appli- cation. The kit contains Scotchcast 4 electrical insulating resin. ✓ • y; 130 Each kit contains: • 2 -piece mold body • Tape for sealing mold ends • Funnel • Abrasive cloth strip • Scotchcast 4 resin Single Conductors to 1000 Volt, Cable Mullple Conductor, to 1000 Volt, Cable 02 -BFI Scotchcast Tap Splice Kit for Flexible Power Cable 82 -BFI is for use on non - shielded portable power cables and cords with copper conductors rated up to 1 kV. 82 -BFI can be used on single conductor or multiple conductor cables using a compres- sion "C" tap connector. 131 The completed splice is designed for use in weather exposed, direct burial or submerged locations. Con- nectors are not included. Molds are removable and reusable. The 82 -BF1 is a permanent splice as assigned by the Mine Safety and Health Administration (P -142 -5 MS1-HA). Each kit contains: • One -piece removable mold • Tape for sealing mold ends • Abrasive cloth • Scotchcast brand 2130 compound in "13" size Unipak container Each kit maker are (1) .splice. Each kit »lakes one (1) splice. Maximum Connector cl UPC Split Boll Crimped Cable 0.0. Inner Unit Pack 1/box 90.91 25115 1/0 AWG 2/0 AWG run 0,500 - 0,012° (13 -21 mm) tap max. 0.375" (10 mm) Casa Qty. 10 Product 112•BFt UPC Conductor Site 08309 Up 10 1/0 AWG' (50 mm 2) Number of Conductors 1 Mum Unll Pack Qty. 1 /box 10 *Base selection on cubic 0.1), range: 0.2r- 0.80`. UPC Prefix 054007- 3M Electrical Products Division To order, FAX 1- 800 - 245 -0329 or call 1- 800 -245 -3573 65 otchcastTM Flexible Power Cable Tap iicing Kit 82 -BF1 is for use on non - shielded portable power cables and cords with copper conductors rated up to 1000 V. $2 -13F1 can be used on single conductor or multiple conductor cables using u compression "C" tap connector. The H2 -BF1 is a permanent splice as assigned by the Mine Safety and Health Administration (P -142 -5 MSHA). The completed splice is designed for use in weather exposed. direct burial or submerged locations. Connectors are not included. Each kit contains sufficient material to make one splice. 1 one -piece removable mold Tape for seating mold ends Abrasive cloth Scotchcastrm 2130 compound in the UnipakTM container = 7 3: Conductor Sire Range AWCr tmm=) Kils/Case Muhl 10 Buse .elecpnn on cable O.D. ranee: 0.2.5-- 11. 8If" Zesin Splicing -( eries ScotchcasP1 Inline Resin plicing Kits •i Voltage Rating (Max.) Nwa UL 4880 •Conductor Size MVO tmm-1 Use the 82 -A series kits to insulate and moisture -seal single- conductor. non - shielded cable splices through S kV and multi- conductor cables through 1000 V. Refer to "Lugs and Connectors" section to select Cu or Al compression connectors—they must be ordered separately. Each kit contains sufficient materials to make one splice. 1 snap - together mold body 2 funnels Tape for sealing mold ends and connector area Scotchcastm 4 electrical insulating resin in a UnipakTM container Note: UL Listed 486 D. File Number E102356. Maximum Cable 4 1.0. in tmmt Lel g. 2: Maximum Connector U.O. Sleeve Type In Imml Kits/Carton 25040 • Important: Uc tn•ul.. tac►,et or ennnecuu O.D. for final ordering entena. •• <ttlt (..mil ..hen u.,ne n Scolchlal,' "brtnd 1INN4 Copp+erComprc..mn Conn,•; • r 10- 2(6 -25) upIn212.4) i1n -4(X1 195 -150) I 2-N0 (3:4-7O) n7s0 11•'0 11,629Iit» 0.406110) 0.40611m 1.0101• -;1 1 0.625(161 1.56; rdlt 1.1 0,(...0`1,1 1)5401t7. I00 25) 1 I11 10 Nun•Shielde� r.thle 129 m e 1 YJM/ 1G/ J'4 1G.J( 1 'UUI L IL • GNU G1G JG1N FOG TITE I N C O R P ORATED IYW. YJ D J 1110.3 J11 TYPE 1 Shia p��DIR. DI. ere CouER 0.0 Pr7ouAL 1..irrrouhlear /8 ''t+$LrPNOMg e GOU 19LA 'TrLAFF ic' b DIR. PLATE R'RRME T -aAr AW -Wo • 7 4R. WELDED w :R.0 FR M6 Mao 4aaLrtfTE aiwrirAiCr o AJ .2/ fJ•,. J.L• .J1 1G. J6J t 6.14 1 3 1 1. • LuV L 1 L JGi0.1 FOGTITE I N C O R P ORATED Ivu. wo u WIOLJ �ffne'. l'H��Pav'W►r,'e•K�R/"'�1!�'!!Y• •- r� !vw........�.... ar......... -.w J11 TYPE 2 04/12/94 12:37 FOGTLIt 4 dbb &Y2 5214 FQGJftE I N C O R P ORATED C NO.030 004 J11 TYPE 3 W4/1d/e1 ruu I 1 I t -+ ene eyd nd14 FOG TITE I N C O R P CRATED NU.IOZU Wb5 GROUND ROD BOX DATE ...2.111.X.-9' FAX TRXNSMIS8ION COVER SHEET • ATTN: RE: NUMBER OF PAGES (COVER SHEET ORIGINALS) TO FOLLOW: :11 I ?' SPECIAL INSTRUCTIONS: Y NO INCLUDED) 4-QQlirz et( . .1 • .JUL :1 2 1994 COMMuivi I Y bEVEI�Of�ildEi�l� IF YOU DID NOT RECEIVE ALL PAGES DILATED ABOVE,.. PLEASE CALL. AT (206) 525 -7550 • • • • • • ENGINEERS .NORTHWEST • 6869 WOODLAWN AVE. NE, STE. 205 SEATTLE, WAI :98115 FAX (206) 522 -6698 NORTHWEST • • • z July 11, 1994. City of Tukwila. Building Department 6200 Southcenter Blvd. Seattle, WA 98188 j Attention~ Duane Griffin Referencl: Strander Retail. Mr. Griffin: • This is tol confirm that we have made several job site visits during•the course of construction phase of this project; To the best of our observations, the ibuilding is constructed in accordance with the structural drawings. Sincerely4 ENGINEE1iS NORTHWEST, INC. P.S. • Ali Bukair., P.E. 'project Engineer AB :jl s /t -6i —9 1 ENGINEERS NORTHWEST INC. R$. • CONSULTING ENGINEERS 0869 WOOCIANN AWBNUI N.E. SEATTLE, WA 98115 , (Z0016254586 FAX 12061 622 8 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REV11S1 N SU M1TTAL 6-l3 -•(/ PROJECT NAME .6� -, c6- -I ADDRESS J LY /1 + cl t_s1r4 -t_ Gt.- J2 IA 1_, 'II CITY OF TUWILA JUN 1 3 1994 PERMIT CENTER CONTACT PERSON rF f P PHONE 6-7 5-- Z.(,> U O ARCHITECT OR ENGINEER 1..>.,v_. PLAN CHECK/PERMIT NUMBER 6 i3 - 02:-R TYPE OF REVISION: 1) L2 1.3 LL/ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: t. t~ . t lance mueller & associates architects March 4, 1994 Mr. Robert Benedicto Plans Examiner CITY OF TUKWILA 6200 Southcenter Blvd. Tukwila, Washington 98188 CITY OF TUKWILA MAR 7 i99i PERMIT CENTER Re: STRANGER RETAIL CENTER - 93- T- 10 /RFA #93102 -06 Dear Mr. Benedicto: Attached are the construction coordination modifications to the above mentioned project. Please note the following modifications: Sheet A1.1 1. Site lighting has been modified. 2. A retaining wall has replace the rockery on the west side of Tenant D along Andover Park West. Sheet A1.2 1. Added details 17, 18 and 21. Sheet A2.1 1. Relocated door 103 between grids 7 & 7.5 Sheet A2.2 1. Added door between grids 16 & 17. 2. Added an elevator pit © grid M/9.2. 3. Added windows /doors along grid R. Sheet A2.3 1. Added details 4 & 5. 2. Relocated roof ladders. 3. Minor roof elevations for improved drainage. Sheet A3 1. Elevations 9, 12 and 16 2. Added door on elevation 7. Sheet A4.1 1. Relocated cat walk to exterior side of soft. Sheet S1 1. Typical panel thickness to 7 1/4 ". 2. Added retaining wall and lowered footings on west end of building. 3. Added retaining wall detail. Sheet S2 1. Typical panel thickness to 7 1/4 ". 2. Added elevator pit. 130 lakeside • suite 280 • seattle• weshington 88122 • 208 / 328.2883 • text (208) 328.0884 lance rnuellor ata, csi • senior latest robsrt olschowsky, oilmen.furney assoalatest robsrt fadden, mlohael galbralth, rloherd hernleh, robsrt wells w woshlneten corporation furnishing architectural services by and under the supervision of registered architects lance mueller & associates architects CITY of TUKWILA MAR 7 1994 March 4, 1994 PERMIT CENTER Mr. Robert Benedicto Plans Examiner CITY OF TUKWILA Page Two Sheet S3 1. Mechanical unit Toads and locations added. Sheet S4 1. Catwalk details added 2. Mechanical unit Toads and locations added Sheet S5 1. Typical panel to footing detail changes from a dowel connection to a embedded plate connection per sections A, B, D, F, K, L, M, N, P & Q. Sheet S6 1. Typical roof to panel connection detail changes from a ledge connection to a continuous ledge angle per sections A, B, D, E, K, & L. 2. Construction coordination per sections F, G, H, Q, & U. Sheet S7 1. Sections D, G, H, K, & M. Sheet S8, S9 & S10 1. Typical panel thickness to 7 1/4 ". 2. Added vent opening note. 3. Opening and rebar changes per revised plans and details. Sheet S15 1. Tenant suspended monitor addition plan and details. Sincerely, LANCE MUELLER & ASSOCIATES /ARCHITECTS Ed Minshull EM:Im cc: Steve Nelson Dana Warren encl. STRANDER.LTR 130 lakeside • suite 280 • seettle, weshington 981/213! ROB / 3RB -28Ef3 • fax: (ROB) 328.0654 lance muellsr ale, cal • senior aaaoolatssi robsrt olsohswsky, sllsen furney lateen robert faddism, miahaei galbralth, rlohsrd harnish, robsrb wells a weehington corporation furnishing architectural cervices' by and under the supervision of registered architects CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 CITY OF TUKWII A MAR 7 1934 PERMIT CENTER * REVISION SUBMITTAL . *. DATE 3' 7- PROJECT NAME Sir �' ('viCi 4.4 `�i L \ e---V/ ADDRESS 3b© '5 r-vy r7 oI tit gl l)cil CONTACT PERSON 17�6Cr--, PHONE ,5'75- Z0 b 0 ARCHITECT OR ENGINEER 2 C C ('7 c.,/ JtJ..4 J-SSV 0, f c.. GS PLAN CHECK/PERMIT NUMBER IS 9.3- 026 8 TYPE OF REVISION: 8QJ ac -n ate._ 1 T ed cia -1cd 17 Y+\- c_,C,, z1 1F5'4-/ -k- re 'e. - -ter ✓ 1.7 es . SHEET NUMBER(S) /A /./ 4I,2 A2. 1 . /Z.2. 4 Z. 3 43 a�,% 4I,5Z1 53,51) xs5 . 671 5$- $ "Cloud" or highlight all areas Au, revisiofns and date revigions. / S/p7 g.i/� a/7. s/ 3I S /y1 ,1/s- SUBMITTED TO: Rann:ir3 eui l &l i1 To: Ron Cameron, City Engineer 'From: John A. Pierog, PW Development Engineer Date: Subject: February 11, 1994 Segale Retail (Strander) f 5113' C 54?› Seale Simulcast South 180th Street Final Inspection and Occupancy At your request at this morning's engineers' meeting, I telephoned Dana Warren to discuss the above subject. I reminded him that the Developer's Agreement for the subject projects was required to be in a final format which was mutually agreed to prior to final inspection by Public Works for occupancy. He acknowledged this requirement which had been previously pointed out. JAP /jap cf: PW Utilities Inspector BuildingY;Divisi:on Developmennt ' File !RECEIVED FEB 1 11994 COMMUN' I Y DEVELOPMENT Planning Divi 'Q Review Jack Pace 0 File #B93 -0258 111 \11)q ' Revisions 1) All elevations details need to be revised to reflect BAR approved plans dated 8 -19 -93 2) Grid pattern and columns need to be painted a different shade or color to provide a greater contrast 3) Building color needs to be the same colors submitted to the BAR 4) HVAC EQUIPMENT needs to be the same color as the roof -top 5). Exterior Lighting will not have floodlighing of the building facade DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL g//ok PROJECT NAME ik' /1 ADDRESS ?), /4/4 d440,% CIT RECEIVED TUKWILA SEP 1 0 1993 PERMIT CENTER CONTACT PERSON /74/140 l/t!J %W OW PHONE 5 /5- Li .G/ ARCHITECT OR ENGINEER Gal14�Q/ /14Ve/Jik- PLAN CHECK/PERMIT NUMBER B '7 3 --a25 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMrri'ED TO: Joti c R O B E R T F.OSSATTI A S S O C I A T E S CONSULTING ENGINEERS August 25, 1993 A PROFESSIONAL 1000 NORTON BUILDING SERVICES 801 SECOND AVENUE CORPORATION SEATTLE.IVASIIINGTON 00104 TELEPHONE: (2001 021.11103 FAX: (200) 021.0740 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA AUG 2 6 1993 PERMIT CENTER Attention: Duane Griffin Reference: 93- T- 10 /RFA #193102 -06 (Segale Retail Center) Dear Mr. Griffin: 110 SOUTI I IIOTEI, STREET SUITE 202C HONOLULU, HAWAII 90813 TELEPHONE: (808) 533.0000 FAX: (008) 545 -220(1 693-oasis We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments: Enclosed are the drawings, calculations, and soils report for your use. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crys al Kolke CK/ jw: 2 cc: Lance Mueller & Associates Architects 130 Lakeside Seattle, WA 98122 CITY OF TUKWILA Id: MISC150 Keyword: UACT User: 1636 08/19/93 Conditions Associated with the Activity Below LAND ALTERING PERMIT Permit No: PW93 -0165 Owner: SEGALE M A INC Status: APPROVED Address: 401 STRANDER BL Line User Inspect a Condition Id:C000001407 1 1636 Enter Author: 1636 Notation: HERE IT 2 1636 Effective Date Range - From: 08/18/1993 Thru: 01/01/2050 AT THE Condition Text: (below) 5. THIS GRADING WORK IS BEING APPROVED AND PERFORMED AT THE DEVELOPER'S RISK. IF SEPA AMENDMENT REVIEW PRECLUDES PROPOSED DRAINAGE AND GRADING REVISIONS, THE DEVELOPER WILL REGRADE AS REQUIRED AT HIS OWN EXPENSE. Enter Op .aC/2/2/ , � v ��Ydv� GtinGt�i' rCr.L� c G,7 /7c,‹ 717.7 . Q //9 • * ** Press any key to continue * ** M E M O DATE TO PLAN REV FILE B93 -0258 FROM RSB SUBJECT PLAN REVIEW COMMENTS, SUMMARY # OF PAGES 1 7/21/93 ALLOWABLE AREA CALC'S NEED CLARIFICATION TO DETERMINE WHERE THE MINIMUM YARD USED IN THE CALC'S IS. CAN FIND MIN 44' DIMENSIONED, AND 40' BY SCALE. FOR BUILDING A & B. AREA SEPARATION WALL IS REQUIRED TO EXTEND TO THE OUTER LIMITS OF ROOF OVERHANGS AND /OR CANOPIES. PLANS DO NOT CALL FOR OR SHOW THE EXTENSION OF THIS WALL THROUGH THE ATTIC SPACE AT THE ENTRY CANOPY. CHECK SHELL FOR EXITING: WIDTH OF EXITS O.K., SEPARATION O.K., APPLICATION IS FOR CONSTRUCTION OF SHELL ONLY. WILL REVIEW EXITING AGAIN DURING T.I. PERMIT PROCESS. UPON COMPLETION OF SHELL, SEGALE WILL BE ISSUED A CERTIFICATE OF COMPLETION. (NO C.OF O.) THEN, EACH TENANT WILL RECEIVE THERE OWN C. OF O. ESTABLISH DRAFT STOP REQUIREMENTS UNDER T.I. PERMIT PROCESSS. ESTABLISH LIGHT, VENTILATION AND SANITATION REQUIREMENTS DURING T.I. PROCESS. 5(d4 afi,e,;.A.,c 003 -eedazo;&• svio *It‘P&/44-t6ti-ei't alocze4Aeu-q City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director July 14, 1993 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 93 -T -10: Segale Retail Center (B93- 0258) Please do structural review per U.B.C., 1991 Edition. Sincerely, Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #1.00 Tukwila, Washington, 98188 • (206) 431.3670 • Fax (206) 431 =3665 City of Tukwila John W. Rants, Mayor 'Department of Community Development Rick Beeler, Director . Segale, Inc. P.O. Box 88050 Tukwila, Washington 98138 Attention: Mr. Dana Warren Re: Segale Retail Center, Plan Review # B93 -0258 Dear Mr. Warren: The initial plan review has been completed by Tukwila Building Division, and additional information and /or clarifications to the plans will be required to show compliance with Tukwila ordinances. The following comments are applicable. UNIFORM BUILDING CODE 1. The allowable area calculations for the building area demised for Tenants A & B indicates.a minimum yard of 54 feet in calculating area increases for separation on three sides. The site plan shows a minimum yard at the Southeast exposure of 44 feet (dimensioned). Using this minimum dimension will allow the proposed area to remain within allowable limits. However, the maximum area stated in the calculations would not be consistent. This maximum allowable area will be the basis for future area increases to the Tenant A & B spaces, and therefore must reflect the information on the site plan. Revise calculations as required. 2. The two hour fire resistive wall at grid line 9 serves as an area separation wall. As such, this wall must extend through the attic area of the entrance canopy. Provide note to plan to acknowledge this, and a detail to show the construction of this wall in the attic space. WASHINGTON 'STATE ENERGY CODE 1. Energy code analysis for this building (by Chamberlain Mechanical Corp.) was accomplished when plans were in the preliminary stages. The conclusion that the building would meet the Washington State Energy Code requirements under the component performance approach was made based upon assumptions regarding installed insulation and a specific glazing type. Provide new calculations with the actual materials to be used. Show insulation & glazing type on plans. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director Mr. Dana Warren Segale Retail Center 7/21/93 Page 2 Your application is being routed to the other departments for review and approval and then will be returned to Building Division for final review and approval.. Prior to final review by Building Division, please submit two copies of the required clarifications. If you have any questions you may call me at this office between 8:30 AM and 5:00 PM, weekdays. Sincerely., TU!^ BUIL'A'G DIVISION o•ert Bene %icto, Plans Examiner 6300 Southcenter Boulevard, Suite 11100 • Tukwila, .Washington 98188 • (206) 4313670 * Fax (206) 43! 3665 June 25, 1993 City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director Dana Warren Segale, Inc. P.O. Box 88050 Tukwila, WA 98138 RE: Notice of Decision by the Board of Architectural Review X,9 Sega1P Ret_ a__ it Center Dear Dana: The Board of Architectural Review (BAR) approved the project based upon the attached conditions presented on June 25, 1993 (Attachment A). The BAR modified the findings and conclusions contained in the Staff Report dated June 17, 1993. Any changes to the specific design approved by the BAR will require BAR approval. Minor, incidental changes may be administratively approved by the Director of Community Development. The decision of the BAR is not final until the appeal period has elapsed, which is in ten calendar days after the above date of decision. Appeals must be filed in writing to the City Clerk by 5:00 p.m. on the final day of the appeal period. Where the final day of an appeal period falls on a weekend or holiday, the appeal period will be extended to 5:00 p.m.on the next work day. If you should have any questions regarding this project please feel free to write or call. Sincerely, Jack Pace Senior Planner 6300 Southcenter Boulevard,' Suite 11100 0 Tukv (1a, Washington 98188 0 (206) 431.3670 Fax (206) 431.3665 ATTACHMENT A CONDITIONS L93 -0016: SEGALE RETAIL CENTER 1. Facade Design. In order to incorporate visual harmony with neighboring developments, redesign the southeast facade to include banding or modulation of some type, to be reviewed by. the Board of Architectural Review. 2. Building Color. Require predominant wall colors to be warm (beiges, taupes) rather than cool (grays, blues). 3. Arcade Columns. For building components. to have good proportions and relationship to one another, redesign the shafts of the columns to appear relatively shallower (eg 2' -0" or less) when seen in comparison to their base and their top. 4. Arterial Corners. To provide visual interest along these arterial streets, redesign the facades at the southwest and northeast corners of the building to incorporate repetitive geometric patterns. 5. Arterial Focal Point. To strengthen important axes, require a redesign of the site's northwest planter area adjacent to the intersection of Andover Park West and Strander by removing two parking spaces and including public amenities such as benches and low vegetation; to be reviewed by the Board of Architectural Review. 6. Portal Plantings. To enhance architectural features, require the cedars in the portal areas to be a minimum of 6' -8' tall at the time of planting. 7. Service Area Perimeter Plantings. To be effective in winter and summer and to screen the service areas, require cedars to be a minimum of 8' tall, spruces to be a minimum of 8' tall, and cypress' to be a minimum of 6' tall at the time of planting along the eastern, southeastern, and southern planting areas. 8. Signs. Signs are to be approved by separate application to the BAR. Background colors for each of the panels at the five entries are to be approved at that time. 9. Exterior Lighting. To maintain harmony with the rest of the project's lighting design, eliminate floodlighting of the building's facade. 10. HVAC Equipment. Roof -top HVAC equipment shall be painted the same color as the roof -top. 4.,► f Y U i UY VVIL-IA PRE-APPLICARTION PROCESS MEETING ATTENDANCE RECORD CITY OF TUKWILA Department of Community Development - Building Division Phone: (20) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PRE - APPLICATION FILE NO. PRE92 -027 PROJECT: Segal a Retai 1 MEETING DATE: 11 -5 -92 TIME: 2:30 SITE ADDRESS: Strander BL /Andover Park West DATE CHECKLIST MAILED: November 6, 1992 BY: DLM STAFF PRESENT E Building (431 -3670) E Fire (575 -4404) ® Planning (431 -3680) ® Public Works (433 -0179) E Parks & Rec (433 -1843) ® Police (433 -1804) E Permit Center (431 -3670) ® Other: ( - ) NAMES / TITLES Duane Griffin /Building Official Phil Lyons /Fire Prevention Denni Shefrin /Associate Planner Ross Ernst /Public Works Director Don Williams /Parks and Recreation Director Tom Kilberg /Crime Prevention Officer Denise Millard /Permit Coordinator Rick Beeler /Chairman APPLICANT / REPRESENTATIVES PRESENT Contact Person Others Present Name Dana Marren Company/Title Segal e /Project Manager Street Address P . 0 .' Box 88050 Phone 575-3200 City /State /Zip Tukwila WA 98138 Name Bob Fadden Phone 325 -2553 Company/Title Lance Muller & Associates Street Address 13 0 Lakeside Suite 250 City /State /Zip Seattle , WA 98122 Name Mario Segale Phone 575 -3200 Company/Title M.A. Segal a /President Street AddressP .0. Box 88050. City /State /Zip Tukwi 1 a WA •98138 Name Phone Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address City /State /Zip Phone City /State /Zip Phone City /State /Zip CITY OF TUKWILA'" DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE- APPLICAAI dON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 EETING:',:DATE 'EAD.DRE ET x BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code,1991 Edition. Second e,2! Comply with the Washington State Energy Code,1991'Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1991 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Mechanical Permit • Other: • Rack Storage • Demolition (building) 6. All applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse ofthe application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. >I A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. v14". Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: 12 ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). 2 tl�� PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296 - 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. Structural observation as required by Sec. 307, 1991 Uniform Building Code. 19. F-1 20. Checklist prepared by (staff): Date: 1 / t? CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE- APPLICA( ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 ET1NG >D'A' `E APp144SS ! FIRE DEPARTMENT - Construction Information FX1. The City of Tukwila has adopted the IT) I Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2 2. Fire hydrants will be required. (City Ord. #729) 3. 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 structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) 174. 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 approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) 5. Maximum grade is 15% for all projects. 1/I 6. Hose stations are required. (City Ord. #1528) 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. [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 installa- tion. (UFC 10.301) U ‹ Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the .991 UFC. R 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. F1 . 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) 'The Adam to; v#N (4t. /rS6,gne4 -10 E,uald,nq clef 0.1 -ent 4. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plan s, 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) F.4. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first sto ry . Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 17. Adequate fire flow availability will need to be demonstrated for this project. 18. ,?%any 5,4404- ...5/104,A) i7Z . s do u /4,4n4.t- w./4 , .air 619/17271-00474/14-' Checklist prepared by (staff): Date* //-5 -72. � PRE- APPLICACION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DR: -. -:. ........:..:..............:.......... ......:.......:......:....:::.: AD sago FIRE DEPARTMENT — Inspections 1. Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush 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 n3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover 6. n 7. 8. a 9. n 10. 11. 12. Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections a. Installation b. Trip test Spray Booth a. Location b. Fire protection c. Ventilation d. Permit Flammable liquid room a. Location b. Fire protection c. Permit e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Fire doors and fire dampers a. Installation b. Drop testing Fire final e. Fire protection systems: a. Fire Dept. access (1) Haton systems b. Building egress and occupancy Toad (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors Other: (5) Fire Dampers (6) Fire Extinguishers 'i=jr / 4YS�fi� -url a. /111/4-e- D'CT " !7t rECT-0 ()(, '( L) L:/Mir b. e. c. f d. 9 Checklist prepared by (staff):- (�Lltiv�a. Date' //-S'- 92_ CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PPLiCA4 .10N CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLICATIO.N �.EET1NG: PLANNING DIVISION - Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: •Boundary Line Adjustment ? 0 Building Site Improvement Plan (—) Comprehensive Plan Amendment n Conditional Use Permit Design Review 0 Design Review - lnterurban 311-UDYJ ~ I \) Environmental (SEPA) 7 � ,r-1 (-1 Planned Mixed Use Development n Planned Residential Development ( Rezone ( .) Shoreline Management Permit ( ) Shoreline Management Permit Rev. Short Subdivision Sign(s) ( ) Subdivision ( ) Unclassified Use (-1 Variance (—) Other: 3. 6. 7. Zoning designation: Site located in sensitive area? Yes No Minimum setback requirements: Front:' Side: 101 Side: 10t Rear: 'Maximum Building Height: 1 )G Lak4 Height exception area? Yes Minimum parking stalls required: 73 7) C56C ( t mandicap ails required: No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minimum landscaping required: Front: in1 Side: 151' . Side: °' Rear: �1 1d� No 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10.• Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. 1 T'Vi110 Hg1140 14. C.03JVMY1 e KAY lso" C 113i41Tlto 15. gre-KA 16. 17. 18. 19. 20, Checklist prepared by (staff): Date. 10197.- CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE- APPLIC i 1ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 9818 Telephone: (206) 431 -367 _EYING >D' ATE::: <;�> Ts PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: ) Channelization /Striping /Signing () Sewer Main Extension (private) ()< ) Curb Cut/Access /Sidewalk (—) Sewer Main Extension (public) 0 Excavation (public) n Storm Drainage n Fire loop /Hydrant (main to vault) 0 Water Main Extension (private) (2s3 Flood Zone Control n Water Main Extension (public) lau, inq (2.000 Bond. Cent. Ins. (T) Water Meter (exempt) , ,s 1 AANMAL t-4/3t ( PEP K.tr • appl ri Landscape irrigation y, ,c yam, Water Meter (permanent) Moving gn. Oversized Load ( X ) Water Meter (temporary) 7 Sanitary Side Sewer n Other: LAND ALiE(�Ity I 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. 4. Water anti sewer assessments may apply and will be determined during the utility plan review {� u n t-t process:, N0 PP-o-1'e�i 1".,,b, -fu u nado waTrs•tt- l.lNl<5 �6N 7rer><nrti � 4(vD PoLTtv�S P �. rn:2 fl why �, t r •_! r tt.r: IN ,;1,,, 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. 6. Provide Hydrological- Geotechnical. analysis. (strL=...11.1(4 RA: LUv ) LA•)-3T) AL.Trsv- te...-k 7. Provide erosion control 'plan as part of g.�tll permit application. 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). ( 1(o CALL Izot GtIMU:(7 -� ; t't'•4 t 1t111..t1 ' (•.,, 43.1.- Ot -)9') ran t lrr�� s�ooz Provide traffic analysis /trip generation,study for: -Prlt,vt - rIZAT= t=tc.. C.I - cULwTIi». �NALs-( ala , W /TRIP "t:1,1k11'.4crtul • a / slktr;lrlt v4 z '.L>k_:tL!t'rn+t,�tL ALi.) s. ( M�\\,s■11(l/ 10. Provide developers agreement fo 114t n,n 1-tr? (�.V' t `t F,Fw'r``'�lc " 51OFS olnF2 /0 \•hN 11. Provide the following easements and maintenance agreements: DIEnicacl !I:.' /;- ..sTnip Ca +? L A N IJ t i ij I\c.PSI' 11) 10,10uV 0-, v NI to 12.,t io,r) v��l 1 0 htlJ /- 11—It. 1''0 1 L! -' t & LJ S -p , sr tI�G °'v�%1 \! -, I IZS�Y11r�.,i u-Cl4\1\ rzJw vAyv,1 \ .l.t'. Arvn,•ols. Paovto5 'tkE 1- scrtt.r.toni o TIL LJ Urt, - FYto1∎A t'TflOUtv(L -PA-14 JE'PT ¶b GAsi 12. Provide water /sewer availability letters or certificates from districts serving your development. 13. Obtain Metro Waste Discharge permit or approval (684- 2300). e....1z7 ' ✓J,t0?7:•0.V/ 14. Complete 1- Rdust-rta'1.Waste•- Sutzey and return to Metro (self addressed and stamp provided). 15.. Review the following City Studies when designing your project and preparing your plan submittal: - -1`i !f Tars ir•.> c "?, Lh%.4 )4:1,t L71\ I).. i J c' +.,t (t.. , C. `(y. P C 11 -) 1 G4�ELI'� /.. 9. Yti PLPttr:\ t '_(`it,rl'.Il t n.' klvDft4ALIU(, = 'lUU`I, p-t"1 TA ,'1 -r CTUi)`+t t IT`f', �' ( LJll -1' 16. 1�LF �,1� �(lN till' ) 1\5 "•. P! (,'+ <.>> i1' IW1i1{ 1{ 1Y1T11'h.tlSit,6ltV'hl a1' L''1V.)l`.i" 17.- ( n-4 >;►,xott l Al-1PP 0. ( r • itLbe -eor! AT () INTO VO(•t. _ L-44)[)/ A;QF TD • -r ,646. QIL,a IIJ A(•,zr ' /UOg., 'CU p11�(. AtL4G { (..)1l) W N cvT(LF PAN, '5%./ S T r-Vit. 18. CO( I.NATE. vi,i ".Z..(�. Wlfh 25;ylrf.GT- 'I71 lN1aMA6NT', 19. 20. Checklist prepared by (staff): Date' CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER PRE- APPLICA` ` SON CHECKLIST 6300 SouthcenterBoulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 ET {N :��.:. �:ii ii', .:. .:i;;y.':: {.'� ?`:i'iC�ii.i'�iij i2 ?+y+'.•r.iiiii ADDRE ....... POLICE DEPARTMENT CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Identity: A system for identifying the location of each separate business upon entering the site should be established. site development which does not properly identify buildings will delay emergency responses by police, fire, and aid units. The system should be easy to understand and obvious to the newcomer. 2. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433 - 1823). Windows: Consideration should be given to providing hardened coverings for ground level windows where glass breakage would allow for access to building interiors by burglars. 4. Orientation of Windows: Windows should be located so that areas vulnerable to crime can be easily surveyed by employees. 5. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities,. hence reducing the potential for criminal behavior. 6. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your building. A well- designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but staff and visitors. Help security people and police identify and capture criminals. Well- designed security lighting will help you meet these basic security objectives- along with those that may be unique to the e t e t r t e I ee p- o, j e. o f, 7. Security System: The mere fact that an alarm system exists is often a sufficient deterrent to discourage a burglar even before he tries to force an entry. Please feel free to contact the Crime Prevention Unit at 433 -1823 for more information regarding alarm systems. It is usually easier and less expensive to install an alarm system during construction of the building than to go back an do it later. Checklist prepared by T. Kilburg 433 -1823 11/4/92 /r EXISTING WAREHOUSE BUILDING INS PEDESTRIAN PLAZA DETAILS TO BE SUBMITTED UNDER SEPARATE DESIGN REVIEW PER B.A.R. APPROVAL SEE CIVIL DRAWINGS- -� - -V' - "''.R ALL DETAILS IN R. 0.W. /� EXISTING !..i F i TURN LANE ni9 1� ' . I`j_,.. STFIANDER BLVD 'GSCAPING 1 1 I 1 i t I ', , f i 1 I ! t ! , I ^ {-Ylr i Il ), ! jC !CC IC IC r (, !r, r• rn :n , _ (�.,'C i"'1! I ; C� I i!)1 c'i - ---- -- SEE CIVIL DRAWINGS FOR ALL DETAILS CONCERNING CITY WALKS AND CURBS TRACK ENT' Y 26.0 26.25 1VC1 Vl ! 1 MEP 1 10' -- O" 27.3\ T.O.C. 26.8 \ ti 27.2 EXISTING OFFICE BUILDING T.O.C. TENANT A 27.25 26.8 N 27.3 -- 2h.8 T.O.C. �.- SITE LIGHTING FIXTURE SCHEDULE YMBOL LAMP MOUNTING 250 WATT METAL HALIDE 20' POLE 400 WATT METAL HALIDE 30' POLE -� 250 WATT METAL HALIDE ARM MOUNTED ((» 20' T O -C.1 - �, \ 27.75 T.O.C. . STATISTICS BUILDING AREA -- GROSS 1 si FLOOR MEZZANINE (UNDER SEP. TOTAL 27.25 T.O.C. SITE AREA 409,015 S.F. (9.39 ACRE) / 27.3 % T.O.C. I 6.8 \ � 'v \ •� K/\. �. L� �\ . RAISED PLAWER \4• \,1 \`� � EA. SIDE OF r \ \< / ENTRY, (P.' c '\ 2 7.r'5 2725 C.B. [RIM 24.0] r`\',J 27.45 PARKING STANDARD 366 COMPACT (32.5%) 119 H.C. 12 TOTAL 497 TOTAL LANDSCAPE AREA 5.3,526 S.F. (13.1%) PARKING LANDSCAPE AREA 45,004 S.F. BUILDING ROOF 125,483 S.F. PAVING / WALKS 230,000 S.F. IMPERVIOUS AREA 355,489 S.F. (86.9 %) TENANT B 27.45 LANDSCAPING 5!7' MIN_ `, I I ! , r .27 45 F. F. . E L . 27.5 \� \'\ \ \ \ `a „.27.45 `\r ` 25.34 24.34' I PAVING 26.8 ._-___LT.0.C. t PAVING • 27.05 _. T_O_C• /iAVlNG \ 1 1.0 -C. r- S25.92//7T 26.$ L 26.84 T.O.W. 27.35 \ 28.75 T.O.B 27.25 TENANT is 1. SEE SHEET A -2 & A -3 FOR DOWNSPOUT LOCATIONS 2. SEE MECHANICAL FOR ROOF DRAIN DISCHARGE LOCATION !,..............._ FILE COPY L I understand that the Plan Check approvals are subject to errors and omissions artd approval of plans does not I v o tiora of any adopted � of �s c of 1 OM eftgabited. 27.35 27.75 'SEPARATE ITE-- REQUIRE FOR: ice. fivIEC'H L Le :LECTT G CITE` 'F- ' AdILt'' d$iot 27.25 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. ?TOTE Fi'E ta:ors WILL REQUIRE A NEW PLAN SUSA E ITAL AND MAY INCLUDE ADDITiQNA,L PLAN REVIEW FEES. 27.25 27.35 '27.25 TENANT D 23.5 \t • 1` 27.0.4 I ' --- -' . _. C - _�,.-..L_,_ - • • .- .�...:..., •oc-,ckoo d000crn ompivoo cxxxd000cootxx g:, . \, i LANDSCAPING 1 b1 CONC. WALK ,_,-, n 24...'x,, 1 - , _ SCREEN WALL 24.5 \<" f. ' .6>C)/(3C .4 )4 "L"'"tra(V4- \ BOLLARD SCOPE OF WORK CONSTRUCTION OF BUILDING SHELL AND SITE WORK. TENANT IMPROVEMENT WORK INCLUDING MEZZANINE IS BY SEPARATE PERMIT. MECHANICAL AND ELEC T RICAL BY SEPARATE PERMIT. - ��, RECYCLE �``-_ ---- rl, Z <C> If •- OIL /WATER SEPARATOR \ ) --0 N SEE CIVIL DRAWINGS FOR WORK THIS AREA TRECK DRIVE MOTEL PARKING LOT STE PLAN 1" = 30' -•0„ CITY OF l iilr, B A APPROVED JUN114 �WW 1. USE ZONE IS C-2 2. BUILDING CODE IS 1991 UK AND STATE AND CITY OF TUKWILL.A ORDINANCES. a. OCCUPANCY GROUP IS E3 -2 b. CONSTUCTION TYPE IS II -N, SPRINKLERFD c. a.LLOWABLE AREA CALCULATIONS. TENANTS A AND R (53,118 S.F. NET OCCUP.) 12,000 S.F. BASIC 18,000 S.F. 80' YARD 2 SIDES 54,000 S.F. SPRINKLERS ALLOWABLE IS OK TENANTS C AND D (57,455 S.F. NET OCCUP.) 12,000 S.F. BASIC 19,200 S.F. 44' YARD 3 SIDES 57.600 S.F. SPRINKLERS ALLOWABLE IS OK THAT PORTION OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 AND THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF' SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 30 FEET SOUTH OF THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 26; THENCE SOUTH 88 DEGREES 15 MINUTES 33 SECONDS EAST ALONG THE SOUTH MARGIN OF STRANDER BOULEVARD P. DISTANCE OF 578.68 FEET TC THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88 DEGREES 15 MINUTES 33 SECONDS EAST ALONG SAID SOUTH MARGIN OF STRANDER BOULEVAR(` A DISTANCE OF 76.63 FEET TO THE NORTHWEST CORNER OF LOT 5 OF ANDOVER INDUSTRIAL PARK NO. 3, AS PER PLAT RECORDED IN VOLUME 78 OF PLATS, PAGES 6 AND 7, RECORDS OF KING COUNTY; THENCE SOUTH 14 DEGREES 39 MINUTES 30 SECONDS EAST ALONG THE WES1 LINE OF SAID LOT 5, A DISTANCE OF 89.17 FEET; THENCE ALONG A CURVE TO THE LEFT ALONG SAID WEST LINE OF LOT 5, THROUGH A CENTRAL ANGLE GE 68 DEGREES 55 MINUTES 41 SECONDS AN ARC DISTANCE OF 493.58 FEET TO A POINT ON THE NORTH LINE OF LOT 4 OF ANDOVER INDUSTRIAL PARK NO. 5, AS PER PLAT RECORDr0 IN VOLUME 33 OF PLATS, PAGES 22 AND 23 , RECORDS OF KING COUNTY; THENCE NORTH 84 DEGREES 25 MINUTES 51 SECONDS WEST ALONG THE NORTH LINE OF LOT 4 A DISTANCE OF 198.11 FEET; THENCE ALONG A CURVE TO THE LEFT ALONG THE NORTH AND WEST LINE OF SAID LOT 4, THROUGH A CENTRAL ANGLE OF 93 DEGREES 46 MINUTES 41 SECONDS, AN ARC DISTANCE OF 671.52 FEET; THENCE SOUTH 01 DEGREES 47 MINUTES 28 SECONDS WEST ALONG THE WEST LINE OF SAID LOTS 4 AND 5 IN SAID PLAT A DISTANCE OF 136.73 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 410.28 FEET Tr;!?0IJGH A CENTRAL ANGLE OF 82 DEGREES 55 MINUTES 27 SECONDS, AN ARC DISTANCE OF 593.80 FEET TO THE EAST MARGIN OF ANDOVER PARK WEST; THENCE NORTH 01 DEGREES 47 MINUTES 28 SECONDS EAST ALONG SAID EAST MARGIN A DISTANCE OF 21,25 FEET; THENCE NORTH 01 DEGREES 05 MINUTES 05 SECONDS CAST ALONG SAID EAST MARGIN A DISTANCE OF 352.26 FEET; THENCE NORTH 49 DEGREES 35 MINUTES 10 SECONDS EAST A DISTANCE OF 69.89 FEET; THENCE NORTH 42 DEGREES 25 MINUTES 32 SECONDS EAST A DISTANCE OF 56.76 FEET; THENCE NORTH 45 DEGREES 49 MINUTES 29 SECONDS EAST A DISTANCE OF 50.24 FEET; THENCE NORTH 16 DEGREES 23 MINUTES 24 SECONDS EAST A DISTANCE or 50.05 FEET; THENCE NORTH 26 DEGREES 16 MINI!TES 54. SECONDS EAST A DISTANCE OF 56.50 FEET; THENCE NORTH 16 DEGREES 06 MINUTES 21 SECONDS EAST A DISTANCE Or 41.43 FEET; THENCE NORTH 36 DEGREES 31 MINUTES 55 SECONDS EAST A DISTANCE OF 58.10 FEET; THENCE NORTH 22 DEGREES 46 MINUTES 35 SECONDS EAST A DISTANCE- OF 117.50 FEET; THENCE NORTH 54 DEGREES 41 MINUTES 35 SECONDS EAST A DISTANCE OF 304.50 FEET; THENCE NORTH 39 DEGREES 31 MINUTES 35 SECONDS EAST A DISTANCE OF' 157.50 FEET; THENCE NORTH 21 DEGREES 01 MINUTES 35 SECONDS EAST A DISTANCE OF 114 00 FEET; THENCE NORTH 09 DEGREES 28 MINUTES 25 SECONDS WEST A / DISTANCE OF 38.39 FEET TO THE TRUE POINT OF BEGINNING; ✓ EXCEPT THAT PORTION THEREOF LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING Al THE SOUTHWEST CORNER OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4; THENCE NORTH 0 DE=GREES 05 MINUTES 05 SECONDS EAST ALONG THE WEST LINE THEREOF, 609.06 FEET; THENCE SOUTH 88 DEGREES 16 MINUTES 17 SECONDS EAST 30.00 FEET TO THE EAST ROAD MARGIN AND THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED LINE; THENCE CONTINUING SOUTH 88 DEGREES 16 MINUTES 17 SECONDS EAST, 376.72 FEET TO THE WEST LINE OF LOT 4 OF ANDOVER INDUSTRIAL PARK NO. 5, AS PER PLAT RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, RECORDS OF KING COUNTY; AND THE EASTERLY TERMINUS OF HEREIN DESCRIBED LINE; (BEING KNOWN AS NEW TAX LOT 1, ACCORDING TO C ;TY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. 86- 61-BLA, RECORDED UNDER RECORDING NO. 8612171457); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OE" WASHINGTON. EXCEPT AS TO THE MATTERS REPORTED HEREINABOVE, THE TITLE TO THE PROPERTY COVERED BY THIS ORDER HAS N 0 T BEEN REEXAMINED ISSMINISMISIESSIMERICIMI ar- .. . ?!•'. rte. t. ..i� � � � tit'. _ .. r rater ! - >. •� . . . � � -I .�" ,�{ r- r •t:. . . • wir!' lJ1,W y •�I �• t J : l J I M n ,�II'".'.Wf'AF �.,�`�..� .n. .'I� A. .. •'5:4:•..- ....�. ... �J... ��:: ...':1f�' rr. -..' -� ��•.�•'.iltY r. ✓.i r..•.yr, �I n. �t.°1 jl�lllll�l► 1( l�l�l�l�lll�l�lll�lll�111�II1 {II1�Il�1;l, lLl. 1, III III I(pill II 11,01111 111111111111111 0 1S THS INCH 1 4 .3 4 5 6 7 8 ! NOME: if the microfilmed document is lens char than. this notice, it io due to the quality of the original document. do 6Z. 8Z L? I ! I IIIIIlil1 !IlII1111!I!!lillllllll!II 1 'notice, tI EZ ?e LZ OZ 6L 91 /L 91 SI in EL 31 U 6 9 L. 9 S `i £ Z 1 wre I !f� I I , fl , , 111111 II j • r,Il1!I�II `! 11111 ,,1,.1r III „1 1J(; j�ItUl.(+ II�!!I!1 ll !,jjl ►f1ll1�;��11 11!l� :, ��lil ''1!J�iilllll,I1111111111111-i� I111111��! )ifil!I!I 1! ilil!III !I!fill! III!11�!!!II I • gtiV 1111111I1I111111 !I1+111►1111111ill 11111 11 m4 :H GER"" 12. • • r• • ' • : I • I '11 • . ,. • c.s,"' s ••••-•,, 11'- , • • • • CONC. RETAINING WALL • f'ER DWG. SiDIL"‘tiAt, •••••••• • W191-11 OF bcd..Z-s5 VP4 Ac.(4-..55 ( 1 11,3 Acx„r9ri.ce „le , Sri- 49" .; • ' SVMJC.4,. GAT'S - 01 I X4x FRAME.; - Fuu- wa.„12 'ALL ilieWII3EA,S. o-r '. FIN NT i51..G Mem res,fzsp 1 40((eA' 4911.- or? CDp.IC. 9itie?1fx 51i X '11=! oJ1c Rer WI" eT IN CON , opsivtts 7QiifE WALL SV.2.4 VA.v,511„ 14.-4 "1'7. W,33,4 . gal•=14,oweneIewormago ..4111.....••••■•••••• /Re op CONC. . C HM..4CO:t er)6s. ...411•1•,....nly.•■••••••■••■••••••■■■•••••.....-.... 4- PLAN DIM. PLAN DIM. ASPI-1ALT PAVING 4' CONC. WAt K (MS14 PER PLAN) TOOLED RADIUS _EDGE 4' CCNIC. WALK (FINIS1.4 PER PLAN) •■■••■••••••• ••••■ ••••‘4.17.■■•■COL•••••■••••••••••21:••• z-3ftcgsp5 < RAr EiNz Wrap TO ft. N4-4 x 4" M413, wo".744e.F45 i" 3" oAuls Pe-Tweer4 si Jai s !me. WNW. fiat wat..2 To 2 N4 Hy, e" 511-, 11A 3'S esTs MPO 5ewfze v." 1/2." wEw 5T4„, 3ot„Th e 1 2 "Pc, A izaitA7 2)(4- •"11..1V53E PRAME. ATT,AC-44 4 NUT W4 E e FAC.JE VUM P5TE Stki 1 WC" GATE scAL.6 T.= I, On . • 47" HIGH GUARD, RAIL W/ VOW. Rikits eo. SPACED, < 4" APART, • 1/2"0- STANDARD GAIN.,, PIPE HAIDRAIL, PAINT - EMBED INTO' CONC. r INTO GROUT e./Ns iNto CON. GROUT SOUD: W/ 1/8"' TAPER, ABOVE CONC. TO' DOIN.---.-..- PROMDE. -INTF.RMEDIATEe 1 RAILS CO: SPACED <:ti," APART 0 OPEN STAIR 11• ; MITER. CORNERS' WELD • AND GRIND SMOOTH AND PLUSH, TYP. • . . NOTE; _•,• VERIFY STAIR LAYOUT 0/ FINAL. 'FINISH GRADES • • . . I 4" cow... wli-fr.10,114 WW44 4. . COM Pittcrt.17, t R C , zacx, "7 le* STA"), nFE, Rekl4RASIL.. izeTuRN VT/A-- - vekci<ers e G) oc. mow IUrtellot-NE !c-N• LEN A' 4-; OF 1-1./4.VIZtoi AT WALL. a 21. 4) , 1 i Kit coN • vif kt AA% to Lt."Mt TPt7'; 1" Iv10$,. tizeTapg trr 1.-icIA106 • CoNC c4A1 LAJJ4if ca t.40S-114c, e)cr, oi Nrr• - - • IC G. 6-7A •••••••rvo,••••••••..•••••••••••••••••...e•••••.sm•r•o•••••••■•••••.■••..••..•••. ■•••••■••••*. •••••■ • ...■•••••• Irovwc crF \NPRNii„ AT si-rpilr,ze, ovurz 98" vvIDC 14//- ,--- " el) 5174t42 . f-V\i‘iWPAt PPLI 4÷) rio) eAGivorf-ArkLpooPs. m Pro ol Imo 1-47.erz ct7t4 c... P/7•12. f..7(Z/z4 rJ tr' OA FP'e 911-',-4,47,6z? KM< 412 Nei NI • LICVsJCI t 1,1 e FINNI GR9t M citC,C... 91AIR CRU6t1E-42 FILL, - ON coMf,pe-TE“) Gczi.Nx El P3, JOINT SE i'71.464\15 UN ETA OR 5 wtsi-regIN4 rA I Rvv)ivki r •NOTE; •• • '‘ • VERY•STAIR LAYOUT .\ r .W/.• FINAL FINISH' . , • GRADES . • . • 1, MITER .CORNERS WE.LD GRIND SMOOTH AND. FLUSH, 'Tr. • .1x., . • . . • 1., in STANDARD GAY, PIPE .f/ANDRAIL PAINT. • * B46ED'itsrreif,colic::1$.40.1. w/ TAPEW:UOVO INfO GROUT CANS SET 1Nio! qo. ;GROUT. 'SOLID CONQ.'TO,DRAIN: PROVIDE INTERMEDIATE RAILS EQ. :SPACED.-k APART 0:•0PO4,'STAIR..-7.. 171 * '•1 1 I I .01.4. x • , . • II ti • • •••. ff1f .nr..cuiro oz, :0 EA.' ,NOSINb RETURN., Itiro slp WALL. 4", CRUSHED ROCK • Ols1 COk.4P oteo.nu... ••••••••411.1101 Prigt/P+) *11111 Z -4-, Go•tromrrant ■••■••••••••• €3. 0 0 II Ale.75Telzt.1 .4*--rsis,4 t FwAsY c,A tea 1/4" " 5 4 433 " T 1 •Sx/s,...0" " • R cfe, sTpti R • ) MN. CoNci W!1-1 FIC2a ?OLL.t421, u1 PI41)-1 C.F<AT,:is tf3' CoNC, FIG , 'Lc) (2, -r; are,9 Tprzu Fti PIPE fiN24.,L4N.P4,' SALE. I/ 2" rr- d" PURA\ AKT ( t - 4 P5411 P.OuNC> .5.0L.L.AR 43 - 4 a., r-....141my 90o I) cp'r 0 .110141•••■■■••■■■•■• • /7 4 4/MBIMPI FIRPOIMMD YMBINDIVA■ . - - v ( 1 11=111=11 1=1 I I I=111=1117- It_ff WALK DETAIL SCALE' I" PLAN DM. i, PLAN DIM. 61 6 CONT. EXTRLDED CEANT CON. CLRB w/ JTS. at 20' -0' o.c. - SCORE JTS. al 5' -0 o.c. ASPHALT ir ' PAVING 3/4 . 7-- SLOPE TO DRAIN GQADE ASPHALT PAVING -, SCALE: I. EXTQUDED CONC. CURB 4• CC. WALK r (FS -1 PET.Z. PLAN) 4 FI 1E1 Fr= 1-7-d IEHiEH HL:1117- 3/41 P.V.C. 10'-0' o.c. 4 MAN at PLAN DIM. PDXY BONONG — AGM' D7 TAIL CONT. CEMENT CONC. CUM VV/ EXP. JTS 20-0 o.c. SCC.E. JTS, • 5-O• o.c. (np. ) ASPHALT PAVING FLAN DIM. 12133AR T. E B. / 4' CONC. WALK (FNISI-1 P2 PLAN) NQT PROFILE OF CLRE TO MATCH EXTRUDED CURB PROFILE ( Tro.) 90% COMPACTiON PER SOLS ENGQ. .1, 6' iL WALK DETAIL SCALE. I • • 1'4)* MTh' LETTERING 4 5131 Datil) ON A Ka BACKGROLND Fe? STATE 4.C. MOE PSRING REDA° j coNC riENCI-1 _ WTAL SIGN BOLT TO POST 303 GALV - PANTED EMBED 14 CONC. I6' EN51 GUDE 81) CCNC. FOOTNG HANDICAPPED PARKING SIGN scALE; 1•-o• UGHT STAIDARD SCX.tr, EXPOSED AGG. 20 ROUND FORWED CONCRETE OASE 11415-1 GRADE I I/2' M. COVSZ CONCRETE HANDICAPPED RAMP SCAL: NTS -Top art ceiNks„ wALL, PoLP 6" A0oVe- Pt1X . WALK.. op.. 171z1\47. 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EXTEND 18" BEYQND DOOR c. 3' - 6" d (_r7' Cr5) tkAtecsimAtoit.. 40- 4.0z ALITZ3MAMALI-c-4 .Stkot OFF CITY OF TUKWILA APPROVED jUN 1994 BUILD DIVISI. 30' -0" RECEIVED CITY OF TUKWILA PERMIT CENTER 9.) TENANT IMPROVEMENT NOTES: tbi 1. RESTROOM FACILITIES FOR EACH SEX TO BE PROVIDED PER TENANT REQUIREMENTS PRIOR TO OCCUPANCY. CONSTRUCTION TO COMPLY IN/ UBC SECTIONS 511(ob), 510(,b) AND UNIFORM PLUMBING CODE FOR FIXTURE COUNT. 2. FUTURE CORRIDORS IF CONSTRUCTED TO HAVE 1 HOUR WALL AND CEILING CONSTRUCTION. ALL DOORS TO BE TIGHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL ASSEMBLIES 3. PROVIDE FIRE STOPS IN ALL INTERIOR PARTITION WALLS AT 9' -0" ABOVE FINISH FLOOR LEVEL FOR FUTURE CEILING CONSTRUCTION. 4. ALL EXIT SIGNAGE FOR BUILDING TO BE AS REQUIRED FOR TENANT OCCUPANCY. EXIT SIGNAGE LOCATIONS TO BE REVIEWED ON A TENANT IMPROVEMENT BASIS. 5. PROVIDE MECHANICAL VENTILATION PER U.B.C. SECTION 705. 6. VENTILATION OF TENANT SPACES TO BE DETERMINED ON A TENANT BY TENANT BASIS. 7. PROVIDE 2A-10BC FIRE EXTINGUISHERS AT 1/3000 S.F. MAXIMUM 75' MAXIMUM TRAVEL DISTANCE. 8. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLER SYSTEM, STANDPIPES AND ROADWAYS SHALL BE INSTALLED AND OPERATIONAL PRIOR TO THE START OF ANY COMBUS11BLE CONSTRUCTION, ROADWAYS TO REMAIN OPEN FOLLOWING THE START OF COMBUSTIBLE". CONSTRUCTION, 9. REFER TO DESIGN/BUILD SPRINKLER SYSTEM FOR SPRINKLER SYSTEM DESIGN AND VALVES. 10. REFER TO DESIGN/BUILD ELECTRICAL DRAWINGS FOR SMOKE DETECTION, FlRE ALARMS, EMERGENCY LIGHTING„AND POWER REQUIREMENTS. Iglifill1111111111 IfiplillYlijiliii,irri 424;4514.(Yeeilf?.4$ '2111,Arit.46",fiiititAdexcidiattl notice, it is due to the quality of the priginal document . 1'414:1,11111 11111111 1111111 1111111 111111r • • DOOR TYPES: 9 I r • :t A2.2 GLASS_..._ ST.AINL PUSH / MEDIA ALUM ALUM . T14 ESPOLD TOOLED EDGE - \ LOADING DOCK OR - - -; CONC. PAD/ / ilf STE LS TILE GLASS FLUSL-I N.M. - PAINT 1 v r CONC . 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ANGLE - D 9.8) 30' -0" ?0' -0" 3' -0" .,y 36' --0" -- ,� -1_YPfi 1 11201 ;121 30' -0" �-- , off, 6./ \ \ / 17/ \ °/ \ iii %/ \e,/ , L; o. k \ / �.' `4 //\.. \ \ \ N \ \, ",; J --- POSSIBLE FUTURE \ vs' TENANT WALL PROVIDE WALL REINF. FOR FUTURE 10' x 10' CUTOUT ■ 6' -0 - PROVIDE WALL :EINFORCEMENT FOR FUTURE 1 .)' -•2 "W. x 10- --0"1-4 CUTOUT (CENTER BTWN. GRIDS) - TENANT B UNFINISHED •- . _ _._.... .-7 _-- .--• R-- r._ - -`� -_ -- -- - -- - -- - 13, -4" -0.. 11 Ill II 1-- ELEVATOR PIT SEE STRUCTURAL DRAWINGS. ELEVATOR PER T.I. DRAWINGS t-___ __ - -. FUTURE M Z7_ANINE- - - - - -- _7 IiNDER SE ABATE PERMIT, II rill F- �j ,5~ =9/ T II III. / 1 f t III 111 I!', I; • 'I t II e �1 t I i it 101 i 11 t_ {I i)=' It D.S. 3'- It WE AT EIRSTRPPIt.,iG --- --- SECTIONAL DOOR ( PAINTED ) -- - _ __ . _. ____ ---- --------- - - - - -- 3' -6" ---• EXACT LOCATION OF RESTROOMS TO BE DETERMINED BY TEN NT TYP. 30' -0" 3' STEEL , TRACK -' - -- - •r � r 134 133 \A,(' /.\ TENANT A 'N. , \/ / ,,,... / \cXACT LOC:ATION , '. , RESTROOMS TO ,a47 / \ /A-'-.. / \ 0,,.. 1 \ \ /./\-; D.S. INFILL OPENINGS W/ METAL STUDS. lam\ SOUND BAT IS DRYWALL AND T „�_ . �\ LADDER 70 SCUTIkE r /' r -- - PROVIDE WALL REINF. FOR FUTURE 10 ' 10' 1CUTOUT 1 2' -0" \ • 3, -4" 11 \ / \\ f \ / \. PROVIDE WALL REINF.� FOR FUTURE 10' x 10' \\,1 CUTOUT` -- _- - - - -� D.S / 0 LA I di LEOT. RM,,/'. 102 0 r') 121 SLOPE 1 /$' /FT w 0 I{�'• SLOTTEtt DRAIN J.S. .17--------12-- t t� LEN 1 -01 1 -0• (r I 1 i1 S7EEL GATES. 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ALL DOORS TO BE TIGHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL ASSEMBLIES. 3. PROVIDE FIRE STOPS IN ALL INTERIOR PARTITION WALLS AT 9'-O" ABOVE FINISH FLOOR LEVEL FOR FUTURE CEILIt4G CONSTRUCTION. ALL EXIT SIGNAGE FOR BUILDING TO BE AS REOIJIRED FOR TENANT OCCUPANCY. EXIT SIGNACE LOCATIONS TO BE REVIEWED ON A TENANT IMPRO'VEMENT BASIS. 5. PROME MECHANICAL VENTILATION PER U.B.C. SECTION 705. G. vF,ATILATIoN OF TENANT SPACES TO BE DETERMINED ON A TENANT BY TENANT BASIS. 7. PROVIDE 2A-10BC FIRE EXTINGUISHERS AT 1/3000 S.F. MAXIMUM 75' MAXIMUM TRAVEL DISTANCE. 8. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLER SYSTEM, STANDPIPES AND ROADWAYS SHALL BE INSTALLED AND OPERATIONAL PRIOR TO THE START OF ANY COMBUSTIBLE CONSTRUCTION. ROADWAYS TO REMAIN OPEN FOLLOWING THE START OF' COMBUSTIBLE CONSTRUCTION. 9. REFER TO DESIGN/BUILD SPRINKLER SYSTEM FOR SPRINKLEP SYSTEM DESIGN AND VALVES. 10. REFER TO DESIGN/BUILD ELECTRICAL DRAWINGS FOR SMOKE DETECTION, FIRE ALARMS, EMERGENCY LIGHTtNc: AND POWER REQUIREMENTS. • r -10 RD PIOF DRAIN W/ 9' -0 OVERFLOW TO --' -- DAYLIGHT PER DETAIL 1 THIS SF'EET (TYP.) PROVIDE WALKING PLANKS TO LADDERS, HATCHES AND 3VECHANICAL EQUIPMENT 31' -G, t RIDGE AREA SEPARATION WALL RIDGE 30' -3 / - 30 -101/2 3C' - -1O 1/2 DS - \ o CS ..�� .. . _M,.011o,a. \9' -8 8 9' 8 \ Z9i' 8 • DOWN SPOUT d PER DETAIL SEE SHEET Ai-.3 FOR LOCA.TIOIU 29'18 \ 22'-0 -.COORDINATE HIGIt' POINT _OCATIONS WITH STRUCTURAL DW'iS. S - -3 ANC) S -4 ROOF PLAN MAL_ARVE" HG -IM3 CLASS 'A' ROOF SYSTEM OVER CLOSED CELL RIGID INSULATION WITH R-11 RATING, PROTECTION BOARD IF REQUIRED BY ROOFING MFGR, FASTEN INSULATION TO DECK AS REQUIRED BY ROOFING SPEC FOR REQUIRED WIND LOAD. f2 )) 2" S 3/ 511...)Er. WeL-p1.=p r•oNN . • Gf\L,ti!, Are,?.: -top R+.:r\=& \` C©Nc • NCI -ion Co rG . Fp Lc, L.0 M . Ctf e Iz 5El 5Mi IC. 00114 w/ ALUM, 13,45e... 5 ::r 118" tar~ Ni ft. GUAR or$.. 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VARiE5 - se-E wALL 5s-71 GV5 / AND AT ALL FLAW VALLEY'S �` �- N H CO'R N 1 CE, A5 SHOWN/ i i ROOF 'aveiR FL.OYd' DRAIN Gt.. 5.5, EAf,.e 1=1.A5Ft -MIN . en�NDi p 4" MIN caNTo p' = e? 1~rNI D ArZCUtiD 5110,e5 OF op N I NG 8")i, €3 " M IW . 5CV :.R. - -,,^ 01;N I NG A GA C?T 5cu 'PI R :�otoOUc.° t-i�A2 vZI� «1'2 5" w/ WeLPED � l ° PANNT"f E CU RE To FA-7TE N rr5 • CEM. pLttNSTSR SHIT CEN`:R PRAT N I N LIGHT W1Tt-1 /EGN l.lG1�T r1XTUR�:S Uf.1N PTC INCy TRIM ----- 6.rAP*r1;" i w &;9» SCOT" 1i OFewiNG ii/ PAI NTE RA4N l NCB C6 ,UCTOR HEAD- swp6 dr. -ra t?9, F'Al 4T - CON NEcr 10 STORM SVS, CITY OF - IRA APPROVED COMPL`7' tv111 -1 45MA : /A FLATe Z , �- jv1osr 5T1Z I N NT ReRmsr. GI'ER N`f',�- SECTION PVC, CA7a -oU ELEVATION 3.-0' SC. BLOCKOUT CI3JTE:R QOOF DPAIN IN IDLOCK. DLit CAST IRON ROOF DRAIN ( SEE MEOW DAGS . FOR 511E ) W/ HOLD DOWN CLAMP -_ OVERFLOW GRAIN BEYOND (MN. 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BASE T 8x6x 1 F5.5 F5.5 0 --'- - g F5r5 F5.5 r__ D F5.5 F5.5 - COLS. & FIGS. F5.5 S. 8x8x . COL. T.S 8x8x COL 1 - LJ F5.5 51" CONC. SLAB ON GRADE OVER SUBGRADE PREPARED PER SOILS REPORT. TOP OF SLAB ® ELEV. 27.5' IS REFERENCE DATUM 0' -0" F5.5 L F5.5 LJ F5.5 AT CONT'•' CTOR'S OPTION T E NEAREST S.J. & G.J. MAY BE USED IN LIEU OF C.S. F5.0 30 I 29 C.S.J. 8" HAUNCH C.J. r -1 L_ L J F6.5 150 122 C.J� - Q COL.. FIGS., & P.C. PNL. C.S.J. 1- 8" HAU CH u- 6i 33'- p" Q P.C. PNL. NOTE. 1.) FINISHED FLOOR SLAB 0 ELEV. 27.5' IS REFERENCE DATUM 0' -0" 2.) ELEV SHOWN THUS ( -- ) INDICATES TOP OF FOOTING ELEV. BELOW 3.) REFER TO SHEET S5 FOR SLAB DETAILS & FOOTING SCHEDULE 4.) REFER TO SHEET S14 FOR PNL. CONN. 5.) REFER TO SHEET S13 FOR GENERAL NOTES. 114M5 DOCUP! 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CL c L 11 01, 6 9 L+ 9 g , E Z L ww O 1111 111111(111111i1ii1i111111flllll 1111llli!1H1hill'IUI1Ii 41111 111111:111111 I.?I41411�,� �Il1� 1111ll! 1!114111! 1!.1)11 'I111111?I'1t lillil IIII I'`I1 .1,1 1, III ' i " 1 ! i ' 1 1 11 I j { I� � + I 1 .,- �,,d .�I>11,. �,r, - ,...,�,� i�11Ia „III LI 1�1lIlIII,�11 IIII IIII,I . ��Ii�III�I�ILI, I,II.I,IIIIIIIIIIIInIIIIII�I�II IIIIIIIIIIIIIIIIII!IIIIIIIIIII • r.1?rs:pr MATCH TOP OF FOOTING ELEV. FOR P.C. COLUMNS 0 1 & 1.2 (4 TOTAL) WITH TOP FOOTING ELEV. OF THE 3' -Q" 30' - 0" —F.O. COL. BASE C - 5 8-5 SIM. , F5.5 0 F575- ,10 12 -9 o. L F5.5 F5.5 F5.5 8x8Y.4 COL 5i" CONC. SLAB ON GRADE OVER SUBGRADE PREPARED PER SOILS REPORT. TOP OF SLAB 0 ELEV. 27.5 IS REFERENCE DATUM 0' -0" L F5.5 ri F5.5 AT CONT CTOR'S OPTION T E NEAREST S.J. & C.J. MAY BE USED IN LIEU OF C.S. 10" P.C. PNL. ON 6 1 F6.5 r LJ F5.0 C.S.J. ' 8" HAUNCH 1r /SLOPE -1 • C.J. C.J. E L1 F8.0 L __I F6.5 j F8.0 F6.5 COL.. FTGS.. C.J. 1 2,-0) (-3.-0") (-2.-0-) , ..., , /., 11-4-93 1-- z. A-5 II_ (-3. 'D Z I 0 Ci 0 k. P.C. PNLS. \--, b .1i4 N. 1 . 8' - 10" i 3-6 —, I p....--- -4. ------r--- 1 i 30-O" • 30' -0" 30' - 0" i 30' - 0" 30' - Er BACK-FILL PER SOLIS ENGR. 6 -#6 V • 3 E.F. IN ERECTION LEG - 4*--0"/ ERECTION FTG. • 3 -#5 TOP & BOT. L.W. (6 #5 TOTAL) NOTE: = 1 0 1.) FINISHED FLOOR SLAB € ELEV. 27.5' IS REFERENCE DATUM O'-Y' 2.) ELEV SHOWN THUS ( ) INDICATES TOP OF FOOTING ELEV, BELOW 3.) REFER TO SHEET S5 FOR SLAB DETAILS & FOOTING SCHEDULE 4.) REFER TO SHEET S14 FOR PNI,. CONN. 5.) REFER TO SHEET S13 FOR GENERAL NOTES. • en.? OF TUKWILA APPROVED JUN 14 1994 AS NOTED sheet Pereirr CENTER ' ea ^ OF 14 SEGFOP1 • • • , , • - 1 i 1 ii 1 ilit 1 Ilijii I ill' 1 Jim 11-111 ilitili' 1.11111.1'1'11.41116-11-i ., .411'' . t, .,,,,,, l ' .'...!..-*-. 0 16 1" INC" 2 -C3 4, ,...4, f '.1,...t., ROTH: .x.:,,.. ..,-..,.. 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SLAB ON GRADE OVER SUBGRADE PREPARED PER SOILS REPORT. TOP OF SLAB 0 ELEV. 27.5' IS REFERENCE DATUM 0' —C" L'J F5.5 3' -0" CONT. FTG 0 GRID AT CONTRACTOR'S OPTION — THE NEAREST S.J & C.J. MAY BE USED IN LIEU OF C.S.J. . 1 10" .C. PNL. 74 TH" 6' -0" x 7' -4" 10" P. ` . OPiL3 (- 4' —U ") � B -5 S I.1 F5.5 FTG. (r� NC. 1 R -5 8" HAUNCH 6' SLAB ON GRADE w/ #4 0 18"o /c EW (TO BE POURED AFTER ELEVATOR INSTALLATION) j' (- -2' -0" ) 3' S A 4" `Jc. SLAB ON G..1DE 30' -0" 30'-0" o.•ir 30' -0" 301_0" 30' -0▪ " ▪ F.O. P.C. PNL. H 11-15-93 NOTE: tti" 1 •_0" 1.) FINISHED FLOOR SLAB 0 ELEV. 27.5' IS REFERENCE DATUM 0'--0" 2,) ELEV SHOWN THUS ( — ) INDICATES TOP OF FOOTING ELEV. BELOW 3.) REFER TO SHEET S5 FOR SLAB DETAILS & FOOTING SCHEDULE 4.) REFER TO SHEET S4 FOR PNL. CONN. 5.) REFER TO SHEET 513 FOR GENERAL NOTES. CITY OF TUKWILA APPROVED JUN 1' 1994 AS NOTED BUILD Sheet tr :,• r rt �a a.., �....�.,, .r•.:S .. snit o-+: /. :., r f]ufi�Ai r t'• ✓ .�Y aaa � . -} . :r' e� F. .Sp �I {i�l {illlcllll`IIl11 {111 {! {I {I ICI I {1 I�! IJ,.�JI i {� ++i(L�'rll �(t I {III +I {!y}I {1� I ij {I 1{ I {! I {I ij! I {f I;I ;.I�ltl 1 {f {,� I!Ill:f I{III{!�I {f i(If i {I !{! I!I lil i(I O 16 THS INCH 1 , 3 4 5 6 7 .. $ 9 10 1 w00wa¢awvn NOTE: If the microfilmed document is Less clear than this notice, it is due to the quality of the original document. GZ sr, L? 9e 9? II {IIII�iiI!�III11 1111► I! i {!!ili�:,l!�II!I�!;!I!NIIIII'! 91 91 iri El El 11 pii( 6 ai G 9 9 +j, E e `1 "" 11Mhil!Ij� , ! IjJI,LIiI!i l! ! I{1!Il f•:'! !!i!�i!.IIIbil[1i1',1i1i141,I 11 ;1!!!il' 1 {II,.41 li!!!Ii!cl ►!IIIII!Ii.!I III!!! i1! II !f!!!I1!!III1!!1hi„I!!!!1IIII1 ®® 30' -O" i 3O' -O" i 3S' -O" 30' -0" 30' - -0" <35' -0" > <35' -0" > 30' -6" ]-. 29'- 10 "] [31' -0" J (NI (30' -6 "] 331 -0" L E--6 SIM. �e -��30' •6' 40G 1 ON9+< 40G10N9K ' �TYP. 40G10N9K i FUTU MECF (150 NI -28 RE 1 UT-93 1500# MAX. 'L6 4 CONT. L 1500# MAX. 6 HIGH ROOF ROOF STEP [30'L 6" ] W24 x 76 OG10N8.4K �0,� TYP. U.N.O. 0 Z0 N sc: 1500# MAX. IN-�- [30' -3 "] ,-- 22GA. 11" TYPE HS6 ROOF DECK TYP._ U.N.O. WELD TO FRAMIN PER DIAPHRAGM' WELDING SCHEDULE' 31, -6" FUTURE (1500 #) ' 110 -28 -9 ON8.4K 40G10N8 4K I 1 BRIDGING AS REQ'D- BY TRUSS SUPPLIER TYP. ALL E3AYS 40G10N7.8K M-�6 I,-30-10'} 40G 10N7.8K 40G10N7 8K OG1 ON7.8K L6 x 4 x I 1500# MAX. CONT. LEDGER <31' --0 "> ROOF FRAMING PLAN <31' -0"> A b 1500# MAX, 1500# MAX. 1500# MAX. NOTES; = 1' - -0" 1.) [ '- "1 INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF STEEL DECKING) ABOVE DATUM. 2, < '- "> INDICATES TOP OF PARAPET (TOP OF WALL) ELEVATION ABOVE DATUM. 3.) CONTRACTOR AND TRUSS SUPPLIER TO VERIFY M/U WEIGHTS AND LOCATIONS. 4.) ROOF DL =16 PSF ROOF LL= 25 PSF + DRIFTING SNOW 5.) TRUSS SUPPLIER TO DESIGN JOIST GIRDERS & STEEL JOISTS FOR: a.) DRIFTING SNOW AGAINST HIGH H ROOF, PARAPET & MECH. UNITS b.) NET UPLIFT OF 7 PSF [29' -8 "] [29' -0 "] [29' -8 "] r- [29' - -O "] 1---'- [29' -8 "] L4 x 3 x CONT. LEDGER BUTTON PUNCH s" DIAMETER BUTTON ROTRUDES NOTICEABLY INTERLOCKING UNITS SEE ROOF DECK NOTE #3. PUDDLE WELD IL EFFECTIVE MINIMUM g'" DIAMETER SEE ROOF DECK NOTE #2. (NO WELD WASHER USED) TOP SEAM WELD CLINCH FIRST TO GET CONTACT OF LIPS 11 LONG WELD MUST ENGAGE TOP OF INNER LEG TYPICAL ROOF DECK CONNECTIONS NO SCALE ROOF DIAPHRAGM WELDING SCHEDULE AREA BUTTON TOP SEAM # WELDS PER MARK PUNCH WELD SHT, TO SUPPORT 24 "o.c. -- 7 �_ -- 12" (Lc. 7 ROOF DECK NOTES: 1. DECKING TO BE VERCO 1" TYPE HSB-36 GALV. STEEL DECKING. 2. PUDDLE WELD TO BE "ib MIN. (WITH HOLDING PERIMETER NO LESS THAN 1i"). 3. AN APPROVED TESTING LAB IS TO INSPECT ROOF FOR PROPER DECK WELDING & CONNECTIONS AND ROOF IS NOT TO BE COVERED UNTIL TESTING LAB APPROVES ALL WELDING & CONNECTIONS. THE PERFORMANCE OF THE ROOF DECK DIAPHRAGM DEPENDS ON THE QUALITY OF THE WELDS TO SUPPORTS AND THE SIDE LAP ATTACHMENTS. EACH WELDER IS TO DEMONSTRATE HIS ABILITY TO PRODUCE QUALITY WEI.DS. IN A TEST, IF PIECE OF DECK WELDED TO THE SUPPORT SHOULD BE PRIED APART, THE DECK SHOULD TEAR AND THE WELD SHOULD BE SOUND. TO TEST A BUTTON PUNCH CONNECTION, AN AVERAGE SIZED MAN SHOULD BE ABLE TO STAND (NOT JUMP) ON THE FLUTE ADJACENT TO THE ATTACHMENT WITHOUT IT COMING APART. 4,) DECK MUST BEAR ON SUPPORTS A MINIMUM OF 2 ". 5,) PUDDLE WELD BOUNDARIES PARALLEL TO DECK 0 12 "oc • lj t�, � •, � WiltiPtee...,,I, 2�• �Y.h. \a �, Furl / \ CITY OF TIARA APPROVED JUN 14 1994 AS NOTED BUILDING 01V061034 PERMIT CENTER OF 14 SEGRFP3 ENSIZEIREMEIVEMEINSE INEMENESIMIll 1' J' 1'1l�i!1J111 I1! 11! 11II!�i I1I ijl "Iil Ilij ,II III! I t� Rigjigiq~. *0406 0 16TMSINCH 1 2 ')iV6 , 3 4 NOTE: 5 6 7 8 if the acrofi1 d document. is lees clear than this notice, it is due to the quality of the,vtiginal document. 0c 63 8C L? 9Z SZ 1jie E:`Z ZZ LC Q 6t 8t Ll 9t 5L +IL fit 4t 1,t 0t. 6 11 111111,11! 1111II1ll II1! llill111111 1 1,611llllll1111iilllll!I�!�li�i ithiill'IlibIll.iUthjli d1011;!!!1i11111111IJ �1 : °I ! ! 1!!il111 I,,!�!111�11lI lI! 1111 !ii!lII1!ii�llil�!illl!!llill I i''ill�li' ORMIIIIMENNETENNIMEME -fills ■1!11i1!!1. 1111 1111111111 '�i`l1'llllll.,��•I1.. 9 10 11 WNE N GERM4NT 12, to 9 b C Z t wr+0 $ 1 I I l l l ii ! I 1I]illl 1111 ' Illllt I!i„�i!lil il llll!W!!Iiltl!. ll!1 ISIVIEMSEMISIZEMIENZI _w�vY -Jd :.trw:,....: y;.,;.;, ..,..a�.:...a,r�•i.w:r✓+.w.•:•c •.ai+.w.e'..arwa . nr -:..,r ,v...- ,..• . .- :....•e«r, CONT. 14GA. LEDGER TRACK w/ #8 WAFER HEAD- - SCREWS T. & B. AT EA. JOISTS AT EA. EMT I? L~J 22GA. 1 " TYPE HSB STL. DE K 17-,- P.C. PNL. PER PLAN TRUSS PER PLAN 3300X SERIES RAMSET /REDHEAD LOW VELOCITY FASTENERS 0 12" oc STAGGERED -- CONT. 20GA. x 2" STRAPS T. & B. w/ SOLID BLKG. AT LAST 2 BAYS & 0 12' -0 "oc LOCATE STRAP & BLKG. 0 4' -0 "oc MAX. ALONG THE JOIST LENGTH. -- STEEL TRUSS PER PLAN L TRUSS TYPICAL SKYLIGHT /SMOKE VENT FRAMING [2\1-0" ] .D. <35' -0 "> r-- T.S. 4x44- -1616 6' -0 "o/c 30' -6 "] <31' -0"> 01- -6 SIM. G_6 A [29' -0" -6 SIM. [21' -0 "] -12\01 ] 29' -0 "] 1500# MAX. 40G10N9K 1500% MAX. 'r► ii LL. 22GA. 'I TYPE HSB ROOF D 'It TYP. U.N.O. WELD L -6 TO FRAMING PER DIAPHRAGM LOW WELDING SCHEDULE 31' -6" ] T -6 d'SP. U.N.O. RIDGE FU URE ME H. 00#) 20GA� 1 �" TYPE HSB ROOF DECK. 0 ARE BO INDED� Y GRIDS�R , N , & 1 WELD TO RAMI t, DER DIAPHRAGM WELDING SCHEDULE i NIT 1 i L 40G 10N8.4 .N_o. F-6 ; %y HIGH r6 40G 10N7.8K 0" ] 40G1 N 7.8K 1500# MAX <26' -0 "> ° 8 -6 NOTE: PROVIDE 1a" x 1 r ft I T.S. x 4" LONG EV RY :w /MECH.` OTHER DECK RIB BELOW CONTR. CURB, TYP. -..-, ",10- 12--93 • [30' -3 "] [30' -3 "] W30 x 116 W30 x 116 1500# MAX. 1 10 -28 -93 0# AX. -28 93 O. <26' -0" > D �S. 21' MECH. UNIT (1500# MAX.) dr.. CURB BY OTHERS 1 z" x 11" x T.S. UNDER UNIT CURB (FULL LENGTH, i TYP,) [29' -u "] CONT. STEEL JOIST OR STL. BM. PER PLAN <31' --0 "> D.So MY OF TUK I1A APPROVED JIJN 14 19git AS NOTED 60' --0" "K JOIST" PER PLAN NOTE: ADD 2x2x4 STEEL ANGLES i..4. SIDE OF JOIST, TYP. 1j[ '- "] INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF STEEL DECKING) ABOVE DATUM. 2.� < '- "> INDICATES TOP OF PARAPET (TOP OF WALL) ELEVATION ABOVE DATUM. 3.; CONTRACTOR AND TRUSS SUPPLIER TO VERIFY M/U WEIGHTS AND LOCATIONS. 4.) ROOF DL =16 PSF ROOF LL =25 PSF + DRIFTING SNOW 5.) TRUSS SUPPLIER TO DESIGN JOIST GIRDERS & STEEL JOISTS FOR: 0.) DRIFTING SNOW AGAINST HIGH ROOF, PARAPET & MECH. UNITS b.) NET UPLIFT OF 7 PSF 6.) REFER TO ARCH. DRAWING FOR SKYLIGHTS SIZE AND LOCATIONS RECEIVED CITY OF TUKWILA if PERMIT CENTER MECHANICAL UNIT SUPPORT DETAIL 1!1!11!! !l1111;11I1111illllll111I I I IE1I1 ►1'I I'11!iI1l111►;I,I! 3 4 I o e 6Z 8c' GZ 92 SZ *BIIZ EiiZ bIIII!II!I(III!!!II! !!! !iiilli IA! "r 111111! .IIift 111111 IWI! 11111111r11,1 5 6 7 tr3. NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. .R141411.1 OZ 61 EL 1.1 91 £l ZL U OL 6 `J a1.Ja�l,l.11 i�l11�Ji1,l !iJ u�' ,! (111!1,��I; 1!r!1 �� 1u�lllr!, !i�!iij hli.11i!!I!I!iI�I!I !i1! 11!111111111j 111111111I111!111IlllII 16 11 � � 12 [, •7) G 1, ww O ! 111! �! l�11�i1! il�i! 1111i�! I�III�IIi! �!! I! I !'!! {Illlilll1i11!ILI!illlll!un :nW;.:o wl et^. .s..f:.•;y,- 'r!IW.�Y,trw.!^+•r• r:� ypxlt .:M!r, AU'Y.'v!:..nr.�Wf:.M3 :+�ay`,r CVNt7- 9, /11:1•Lie,012•1; sheet 0 0 C1� OF14 SEGRFP4 k s�etuf.� -:.Rr� aa.•rvr.:r+'i•: f•isr.+cdnfc�+•,�rl,•;: -xy44 , �Gait�x�r," Ao' a'• I.: rYb! a :•;J.+',Cld�,;ir.rL'wt.+::Y.:,i ; • ,1 Enna (;I MIESIMMIZE P.C. CONC. SILL AT SECT. B -5A COL. & FTG. 1' - -6" x 1' -6" DIAMOND BLOCXOUT 0 COLS. TYP. HOLD 1 " CLR P.C. PANEL PER ELEVATIONS Lt, =p" SLAB ON GRADE PER FON. PLAN FINISHED GRADE PER ARCH. .� - COVER w/ 3" MIN. CONC. OVER STL. P.C. PANEL PER ELEVATIONS SIDEWALK PER ARCH. 0 SIM. SECT. " CONT. SOLID NON- SHRINK GROUT -� FINISHED GRADE \ PER ARCH. ---- , Ar' --G" BALANCE PER SECT. A -5 /��. ----- P.C. PANEL BEYOND T.S. COL, PER PLAN SLAB ON GRADE -- PER FDN. PLAN PAVING P "R ARCH. CONC. SIDE WALL ® SIM. SECT. #4 0 12" OVER FOOTING SLAB ON GRADE ��- P..C. PNL. PER PLAN • FTG. & CONN. PER SECT. A -5 FTG. & CONN. PER SECT. A -5 FTG. PER & CONN. SECT. A -5 SECTION D -5 PER PLAN SECTION C -5 i" = 1, -0" 8 #6 (4 E.F.) REBAR SHOWN THUS: ARE PANEL REBARS 0 ARE FTG. DOWELS t •--cr SECTION _�4 -5 SECTION B -5 & B-5A PLACE #6 x 6' -0" OWLS. 0 16"oc & FILL w/ GROUT TO MATCH CONC, STRENGTH PNL. PER PLAN SECTION E- -5 CONC. SLAB PER PLAN #5 CONT. BALANCE PER SECT. A -5 --- P.C. PNL. PER PLAN P.C. PNL. -- BEYOND 2 #5 CONT. BLOCK 2 "0 SLEEVE ( 16 "oc EQ. P.C. PNL. BEYOND P.C. PANEL PER ELEVATIONS ---- SLAB ON GRADE PER FDN. PLAN 2• -cr 4 `-- 24" o/c 3" MIN.- -° COVER (PER PLAN) EMBED. PER SECT. A -5 SPACE 0 4' -O" O/C ALTERNATE SIDES FTG. PER PLAN & SCHED. PER SECT. A- SECT. A -5 .3 #6 CONT. TOP & BOT. 3 #S CONT. TOP & BOT. N. 1i ' II ' d FTG. SIZE & REINF. PER PLAN SECTION F -5 SECTION SECTION H -5 SECTION SLEEVE PER SECT. H -5 PER ARCH. ,#4 E.W. ©16 "o /c -- REVEAL PER ARCH. ��-- P.C. PNL. PER PLAN 1 #5 CONT. 18" FREE DRAINING HOLD BACK-FILL PER 2" CLR. SOILS ENGR. ---•� BALANCE PER SECTION B - -5 DOWELS TO MATCH VERT. BARS LAP 3' -0 ". CONN. PER SECT. B -5 SLAB ON GRADE .-- EMBED PER SECT. A -5 TOP OF SLAB---7 FTG. & CONN. PER SECT, A-5 CONN. PLR SECT. A -5 BALANCE PER SECTION B -5 3 #5 CONT. DOES NOT OCCUR SIM. SECT. SEE SECT. Q -5 CITY OF TUKWILA APPRQVEi 3 #5 CONT. FTG. SIZE PER PLAN SECTION M-5 PERIMETER DRAIN PER CIVIL DWGS. (VRY. w/ ARCH.) f BALANCE PER 1 SECTION B•- 5 REINF. PER SCHEDULE RECEIVED CITY OF TUKWILA SECTION P -5 P.C. PANEL SECTON N -5 1 I . .-� i 1 I [—SLAB SEAB ONNGRADE I I 1 i A:\ 1 / ril'1711*--ifiT-' '•111:2' 1/2"� x 3'•- O" PLAIN 6AR 0 24" o/c CUT ONE END w/o FLARE & GREASE SAME END 3n _ 1. -0" MAXIMUM SPACING & LOCATION PER FDN. PLAN SECTON Q -5 SLAB PER PLAN --- 2" x 1/8" SAWN JOINT CUT AS SOON AS POSSIBLE r NOTE; 1.) SOIL SUBGRADE PER SOILS REPORT. SLAB ON GRADE —T.S. COL. PER PLAN 1JLAB ON C;RADE CLOSURE STRIP PER PLAN ^� ---- -- FACE OF P.C. WALL SLAB PER PLAN ' - STEP P.C. PANEL ---- -- WALL DOWELS CONT. FTG. BEYOND. i EXTEND CONT. FTG.- - -- BARS THRU PAD FTGS. TYP. a , v ' I• .. T D - _P ._ 1> i 1 1J 7" CLR. SIZE PER PLAN "� -°• {____ REINF . PER SCHEDULE 0S -5A, PAINT COLUMNS EXPOSED TO SOIL WITH 3 COATS OF ASPHALTIC PAINT. #4 x 3'- O"- J '' 0 24" o/c TYP. U.N.O. NO GREASE ON DOWELS 0 CLOSURE STRIP STEP FOOTING ORMINEENIMEINSIENIEVEN , ►Ijlll�l�l)III(Illf III,III11I11�lL�11111ii 117 Aril 7111l 1111111 1111111111 5 6 I7 microfilmed document is Leas clear notice, it is due to the quality of the original. (, .., ..._ ....., i f NOTE: If the • 6Z QG LZ 9Z CZ Z £Z �I�► 1! ili611111I1111 !II►16�if1111i 1 .i II•; �I 111 II ,; ��, I ,1 11,1111 , If,�I. ,�1.,� diW ZZ 1 IfiginiENSIENNEEMINIVISM 11111 I.1.p.11,11-I 8 than this dc€ument . 9t £t Gt l'. 01, 6 1 lil1 i 1 I i � I .Illi !(l ;' illl1111111 111,11111( 1!II� 111!-1,1. ►1 IIIIN ISEMINMINEREEN OWNEMENIMMENNISSI , 111,1111111 10111q111!TTIIIII1M 10 11 M € G Ryan 12. • L 9 a +7 E C "Pi Q �I_� to E iI � Ii�4ln4off linp Oi!!lidlll!Il441111 SECTION PERMT CENTER R-5 s.. 1' -0" 4 -- 1 i FOOTING SCHEDULE MARK SIZE REINFORCEMENT F4.O 4' -O" x 4' -0" x 1' --r,' 3 -#6 E.W. 607. F4.5 4' 6" x 4' -- 6" x 1' -2" 4 - #6 E.W. BOT. FS.O 5' -O" x 5' -0" x 1' -3" 5 -96 E.W. BOT. F5.5 5' -6" x 5' -6" :c 1' -4" 6 - #6 E.W. BOT. F6.0 6' - O" x 6' -O" x 1' -S" 6 - #6 E,W. BOT. F6.5 6' -6" x 6' -6" x 1' -7" 7 --- #6 E.W. BOT. F7.0 7' -O" x 7' -O" x 1' - -9" 8 #6 E.W. BOT. F7.5 7' -6" x 7' - -6" x 1' - -10" 9 - #6 E.W. BOT. F8.0 8'--0" x 8' -0" x 1' -11" 10 - 5 E.W. BOT. F8.5 8''-6" x 8' -6" x 2' -i" 11 - - #6 E.W. BOT. 1 Q - #9 L.W. 801. FA 8' -6" x I2' •-O" x 2' -6" 8 -#9 L.W. TOP #5 ➢ iO "o /c S.W., T.. &B. FB 1 O'•-0" x 42' -0" x 3' -3" 16 - #0 L.W. BUT. 12 - #9 L.W. TOP #6 @ 12"o/ S.W., T.&B. FC 6' -D" r, 50' --C1 x 2' -6" to -#8. L.W. T.�cE3. #5 Q 1 � oc S.W. T. &B. FOOTING SCHEDULE MARK SIZE REINFORCEMENT F4.O 4' -O" x 4' -0" x 1' --r,' 3 -#6 E.W. 607. F4.5 4' 6" x 4' -- 6" x 1' -2" 4 - #6 E.W. BOT. FS.O 5' -O" x 5' -0" x 1' -3" 5 -96 E.W. BOT. F5.5 5' -6" x 5' -6" :c 1' -4" 6 - #6 E.W. BOT. F6.0 6' - O" x 6' -O" x 1' -S" 6 - #6 E,W. BOT. F6.5 6' -6" x 6' -6" x 1' -7" 7 --- #6 E.W. BOT. F7.0 7' -O" x 7' -O" x 1' - -9" 8 #6 E.W. BOT. F7.5 7' -6" x 7' - -6" x 1' - -10" 9 - #6 E.W. BOT. F8.0 8'--0" x 8' -0" x 1' -11" 10 - 5 E.W. BOT. F8.5 8''-6" x 8' -6" x 2' -i" 11 - - #6 E.W. BOT. 1 Q - #9 L.W. 801. FA 8' -6" x I2' •-O" x 2' -6" 8 -#9 L.W. TOP #5 ➢ iO "o /c S.W., T.. &B. FB 1 O'•-0" x 42' -0" x 3' -3" 16 - #0 L.W. BUT. 12 - #9 L.W. TOP #6 @ 12"o/ S.W., T.&B. FC 6' -D" r, 50' --C1 x 2' -6" to -#8. L.W. T.�cE3. #5 Q 1 � oc S.W. T. &B. " 61..._....J 2" o/C L21 x 2i x BETWEEN JOISTS PROVIDE 4x3L BETWEEN JOISTS (NOT SHOWPI)PER SECT. 0-6 <PLR PLAN> <PER PLAN> /JOIST TO \SUPPORT SKEWED JOIS: OR CHAt� NU. --- SEE PLAN & SEC,. B-6 COPS: 2" SEE PLANT CHANNEL OR JOIST SEE PLAN 3" [SEE PLAN • WF BM. PER PLAN (SKEWED BM. AT IM, CONDITION) NOTE: CENTER BM. N EMBED) PANEL JOINT NOTE: JOIST MFR. TO DESIGN ROOF TRUSSES FOR 3.2K SEISMIC LOAD *" R SEE SECT. B -6 CONT. LEDGER PEPS ROOF PLAN w /2- x 0 " -6" W.H.F. . AT EA. JOIST AND ONE STUD 6 FROM PNL. JT. (SEE DTLS. a° & a2) ` A 10 -12 -93 �-- L2x2x BTWN. JOISTS SECTION C-6 PANEL JOINT SECTION D -6 11 • -4 -93 ADD 2 -45 r 5' -0" N.._ CTR'D. ON EMBED >NS <3 SIDES _ x 3i x 1' -0" C12 x 20.7 x 1' -0" EMBED w/ 4 —,1 -0 x 0`--6" W.H.S. 9 "GA. HORIZ. -,, L2 x27xz rBTTbbYYN. JOISTS. SECT/ 0 -68: 1 USE L6 x 3 x � BTWN. BMS. L.L.V.) ro I o 3� 7 ",- -JOIST PER PLAN JOIST GIRDER PER PLAN P.C. PNL. --- - PER PLAN CONDITION C� G--8A 10' -0" 1,_3n + ----- O CONN PER M -7 4 x 3 IL CONT. EAT BRG. f SIM. TO C6 BRG. FL. JOISTS 3x3x3 PL WELDED TO C6 & W8 " STIFF. R EMBED PER SECT. M -7 T.S. COL. PER PLAN WF BM. -�' PER PLAN WF BM. PER PLAN (SKEWED) JOIST SECTION CONDITION @ G--6B 8x'3 x 1' --84-" JOIST GIRDER PANEL JOINT 7" BEAM POCKET 7" BEAM POCKET <PER PLANS 1 ANGLE LEDGER PER SECT. E -6 END OF WALL Gc JOIST GIRDER (NOT SHOWN FOR CLARITY) 2t" 4" ! MAX. ,_ -a" STIFFENER R STL. DECK PER PLAN cL 4 JOIST PER PLAN - 1'--6" WIDE BM. POCKET WF BM. PER PLAN 3" F M. WEB SAME CONN. AS SECTION L -6 WF BM. PER PLAN .r...F� ir.�..444 ;;.( . ilph .. 'IN* { all 10 WF BM. PER FLAry " '-•-C10 x 20 --- .. BRG. R. ---- 2 #5 x 1'-+6" 0 4 "o /c WF BM. PER EiBLIZS Th- P.C. PNL. i PER ELEV. DETAIL I P.C. PNL. PER PLAN FLUTE -0 DETAIL I JOIST GIRDER--- - PER PLAN (SKEWED Ai' SECT. K -6 SIM.) r SECTION K-6 1:Th6 (k_11) DETAIL n WF BM. & PNL. JOINT DETAIL m2 CITY OF TUKWILA APPROVED 11-4-93 SECTION SECTION N -6 JOIST GIRDER PER PLAN STL JOIST PER PLAN (AT SECT. S -6A WF BM. PER RECFIVEf) CI ry OF TUI('NILA Cd JOIST GIRDER '431 ', PERMIT CENTER WF M. PER PLAN b" STIFF. it.. —• 3 SIDES STL JOIST PER PLAN STL. ROOF DECK PER PLAN .101ST GIRDER PER PLAN DRAG STRUT PER PLAN JOIST GIRDER PER PLAN WF BM. PER PLAN SECTION Q -6 -- T.S. COL. PER PLAN SECTION R -6 BOLT SCHEDULE BEAMS fi OF BOLTS W12 3 W18 4 W24 5 /L10-12-93 T.S. COL. PER PLAN SECTION SECTION U -& J ISSERIINEMBEI i %j r 1'II111111 111111 11i► j1j1111111111111i %iiillIIIIIIP1111f f rri i'3 4 + i� j l l j j �(� 1aI I j I � i►�lI.�I�11l�f�li��l11,�lyl 5 6 7 ,.._.._.....�_..._ .__ ..._ If the micrnfiA ed document is leas clear than this notice, it is due to the quality of the original document.. Meg r,- 0e 63 ae L7 S:;3 sz *z CZ iz 13 0Z 61 81 41 �liil{! I! IIIIIIIII!! �II!!{ II !I�!Ill�lil!I!Iil {II!II�I(I {hl; 111111!! l {�!!11�1!(llll.!f!!!l!!;k!;;1, �jli {il t,1.!�(! {1( 111' i . . , .. <:, �s :.......,. 1rpi14! 111111{ 111. 1. 1 111111111.[J 11pj_mf1Mi{I`II- . 9 ' °wm 12- > e 91 5l 71. Cl Zl 11 01, 6 A L 9II 7 £ L ww O I;I{111111 1.1" IIII' IIlf�l�lll�l I!IIIIlIIIIIIlI!1111i ii i'I!!I11 lIILI!lli� ! ! 11111iiIIIIII !!I!IIIIIIIIIIII!! 11111 !Iilllllill {I(Iilllll {III1� . , � .�. .:., .:.�1,1,1l.. 11~_1.,..111.) r BEE 3" WELD it STL, DECK - EMBED 3" x 1' -3" WELD R /EA \FLUTE WF BM. PER PLAN WF BM. PER PLAN WE BM. PER PLAN T.S. COL. PER PLAN T.S. COL. PER PLAN P.C. PNL. PER PLAN SECTION A-�- 7 I VM SECTION B-7 a" = 1�_0" 4 PLAN bb 3 BRG. MIN. PLAN c 3 SIDES SECTION C -7 P.C. PNLS PER ELEV. PER PLAN -- WALL BEYOND 3 SIDES EMBED NOT SHOWN FOR CLARITY (SEE PLAN.) PER SCHED. - P.C. PNL. PER PLAN -- WT2.5x8 STL. ROOF DECK - - ---.. (DOES NOT OCCUR AT SIMILAR SECT.) [SEE PLAN] �- CONN. PER SECT. H-7 STL. ROOF DECK 3 SIDES P.C. PNL. PER ELEV. WF BM. PER PLAN 3 SIDES C3 SIDES T.S. COL. PER PLAN - JOIST GIRDER PER PAN ANGLE EMBED PER SECT. C-7 R WELD TO WF BM. WF BM. NOT SHOWN FOR CLARITY -SEE PLAN d) --- T.S. COL. PER PLAN �---- Q COL. & P.C. PNL. BEYOND SECTION D -7 SECTION E -7 SECTION r P.C. PNL. WF B. ��� -sue Ve Q. WF BM. CHANNEL & CONN. PER SECT. H-- i -- 10 -12 -93 STL. ROOF DECK PER PLAN r-- STL. DECK PER PLAN G -6 SIM. WF BM. PER PLAN CONN. PER SECT. E -6 P.C. PM... PER ELEV. STL. JOIST BEYOND :.i" BM. PER PLAN N10-12-93 STL. JOIST PER ELEV. P.C. PNL. PER PLAN EMBED PER-' SECT. G -6 ® JOIST SEAT '1\ 10• -12- A10-12-93 CONN. BETWEEN JOISTS P.C. PNL. PER PLAN \ -STL JOIST BEYOND WELD TO STL. BM. \ PER SECT, T - -6 CONN. © JOIST SEAT T.S. COL. PER PLAN SeESTION H-7 SECTION WF F3M. PER PLAN SECTION K-7 K �.. - CONN. PER SECT. N -7 CONN. PER - SECT. N -7 STL. ROOF DECK �-- WT2.5x8 P.C. SPANDREL PER PLAN! P.C. COL. PER PLAN T.S. COL. PER PLAN BOLT SCHED. BEAM , OF BOLTS W12 2 W16 3 W1$ 4 W21 4 W24 5 WE BM. -J PER PLAN L3 x --- BE SUPPLIED JOIST MFR. FOR ESQ' ;NF BM. 3 SUPPORT BALANCE PER SECTION T -6 & N -7 WF BA'. PER PLAN 431 x x w/- "0 A325N BOLT PER SCHED. (SEE SECTION N--7 TY OF Ttl4'(l r..A APPROVED JOIST GIRDER PER PLAN JUN 1 it 199k AS NOTED 33LSPLD'�ir..� 4 SECTION rn -7 EMENITIMIZEINEM MEMEIVEINSEIN r _fr "fisf�J+Cw.1 %'�P: �i. SECTION N.� *' r �I+ I�III�II{ �i�{ �I�I�I�IIII! �! 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CO 12"o/c VERT. & #4 14 o/c HORIZ. 1 dfir nil VERT. .11- 4 0 10" o/c @ 14" o/c VERT. HORIZ. _ —1271 4 @ 14" – t # REINF. PER r 6 115 (3 E.F.) SECT. /716 SECT. / A-6 #4 0 10" VERT. * #4 0 . 4 . 12" dfir nil VERT. .11- 4 0 10" o/c @ 14" o/c VERT. HORIZ. _ —1271 4 @ 14" – t o/c o/c HORIZ. 4 (a) 10" 11 ir i All FP *40,•••... - --,--......,--= E -- ........ 6 #5 (3 E.F.) . 1 II 1111 I I - #7 - - - - - I• rc 71 1 \/ 1 1 - \- 6 #5 0--- --- (3 E.F.) 0- ----- - .--e- F.S. 4 #5 11'1 v--- (2 E.F.) 1 41 - 1 r 4 II I ..---- . -- 1 7 F l \ / MiiiiikE-05F-N-0-..1 \ ill SECT. /716 SECT. / A-6 ij 30'-0" 26.96' 28.96' 28.95' 28.96' SECT. SECT. A-6 SECT. A-6 SECT. A-6 SECT. A- 6 SECT. A-6 REINF. PER Fl REINF. PER [FA A11-3-93 CITY OF TUKWILA APPROVED 25'-3" 26'-8"-.k 1 0 - 6 #8 CHORD STEEL _L 26P-5r± JUN 4 1994 AS NOTED SECT. 0-6N #4 0 10" VERT. * #4 0 . 10- o/c VERT. o/c HORIZ. : 44 .11- 4 0 10" o/c @ 14" o/c VERT. HORIZ. _ —1271 q' Ow – t 4 (a) 10" o/c #4 @ 14" o/c HORIZ. 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Z 01, 6 8 L. 9 CI C Z 004 Q l'1,..1.11111jj#1,1141,11,14]:11,1j1littijiiii111111111,11.111f11111M11111114111111UTI,iillihdri.111111,11111111111111,11111111161111!61111111 RECEIVED CITY OF TUKWILA 2 PEIVAIT CENTER S OF 14 STRPNL8, BRZEWINESENIMMENEEM -r \-4—#4 ‘ * #4 0 111 14" 10- o/c VERT. o/c HORIZ. : --- Y.'. _ —1271 – t 4 (a) 10" VERT. 11! 1 . t. ii o/c 4 0 14" o/c I 13'-O" HORIZ. i 11 '. illi 1111 it 11 \ 1 ,ItY ' • SPANDREL REINF. PER - , ••••• • • %,• I-, ". • } -& • .1, "".0: •■,%•■•',,f - t , . cramcitireshrwasatatrailaw:4;:gige.siixaltvi..!::`',: 1 1 1111111I1/11 I WI 0 IL TM S INCH 1 1°1'113 11111 4 5 6 7 P. NOTE: if the microfilmed document is less clear than this • notice, it is due to the quality of the priginal document. 0€ 6Z se /2 9Z 9Z lie ez zz tz 0? 6t el e 9 I L L C. Z 01, 6 8 L. 9 CI C Z 004 Q l'1,..1.11111jj#1,1141,11,14]:11,1j1littijiiii111111111,11.111f11111M11111114111111UTI,iillihdri.111111,11111111111111,11111111161111!61111111 RECEIVED CITY OF TUKWILA 2 PEIVAIT CENTER S OF 14 STRPNL8, BRZEWINESENIMMENEEM ,-* --- 4 (a) 10" VERT. . , . ,. . III ill" ti ii o/c 4 0 14" o/c I 13'-O" HORIZ. i . , _____ 1 / #7 ir-at.Tax7CFVG71 1 1 b,-0\x ' \ 1 - ----- -J rc 71 1 \/ 1 1 - il 4-1 1 41 - 1 r 4 • SPANDREL REINF. PER - , ••••• • • %,• I-, ". • } -& • .1, "".0: •■,%•■•',,f - t , . cramcitireshrwasatatrailaw:4;:gige.siixaltvi..!::`',: 1 1 1111111I1/11 I WI 0 IL TM S INCH 1 1°1'113 11111 4 5 6 7 P. NOTE: if the microfilmed document is less clear than this • notice, it is due to the quality of the priginal document. 0€ 6Z se /2 9Z 9Z lie ez zz tz 0? 6t el e 9 I L L C. Z 01, 6 8 L. 9 CI C Z 004 Q l'1,..1.11111jj#1,1141,11,14]:11,1j1littijiiii111111111,11.111f11111M11111114111111UTI,iillihdri.111111,11111111111111,11111111161111!61111111 RECEIVED CITY OF TUKWILA 2 PEIVAIT CENTER S OF 14 STRPNL8, BRZEWINESENIMMENEEM 7 30' --6'• 12'...0 . I � MITER SECT. REINF. PER C35' —p "> 36' -0" �..� MITER '— MITER <35` --0" > 30` -0" (�.�� 4 #5 CHORD STEEL %1� 10 -12 -93 32' - -0" MITER [PER PLAN) <26' --0" > .SUN 14 1994 AS NO1ED BUILDING ()WIMPS r • !< .:, w ,,N. T t 27 5a':i 1a .4 ^. . : ' r ICI ► I f ! �� .� � ( � I � � � i i = 1 111 I 11 11111I11}f�1 ( 1I I J1 11 11 irtiI j ( ( I ; 1 i1,11. 1 •`ti Mil i l 1 i l i I 1 1 1 I 1 1 1 Ii I I 2 ;° 3 4 5 7 9 i 4 11 N�Fo�� 1 NOTE: If the r icr•..filsled document is leas clear than this , t �_. ( notice, it is due to the quality of the original document, p n-' ..4 ! ?. 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(NO CONN. 0 A • ) HOLD " CLR. 13'-0" `VI F.S. PER ARCH. - -- - -- - 'f ARCH. B -13 , HOLD 2" CLR. A -13 .--- REVEALS PER <PER PIAN> [PER PLAN] LJ& 3. At C--13 o 17'- -4 " 13' -0" 0 SIM. DETAIL) 4APER ARCH. PER ARCH. D' -o"; 8 11 8 VERT. BARS W/ #4 i-9 "o/c. � _ (NOTE: ALL BARS ARE CONT. FTC. TO ROOF) E --- REVEALS PER ARCH. PC PANEL PER ELEV. PER ARCH. TE 7 -a -- REVEALS PER � ARCH. CS) B 17' - 13' -0" PER ARCH. 1� 2' -6" At*Q a ,RE • PER ARCH. PC PANEL PER ELEV. 1 7" F lA N -- REVEALS PER ARCH. PC PANEL ----\ PER Et EV. Ay' ----REVEALS PER ----- ARCH. c I • • <PER PLAN> <PER PLAN> ._ 13' -U" .. - - -- PER ARCH. C2) -- PC SPANDRELS PER ELEV. j B I1 II HOLD Q" 11 CL,R. TYP. 1L" I SECTION C--13 • " = 2` -6" I .. SECTION D-13 " — 1' -o" 8 # 8 VERT. BARS W/ #4 1 i TIES 0 .__.._4 9 .,o c. D (NOE: ALL BARS ARE CONT. FTC. TO ROOF) PC PANEL PER ELEV. R ,•f -r4: - <PER PLAN> [PER PLAN] a� SIM. 1 M-7 p._SIM, DTL. HOLD CLR, 17' -3" (13� -0" 0 SIM. DETAIL) PER ARCH. • PER ARCH. REVEALS PER ARCH. F.S. B--13 a HOLD 2" CLR. A -13 REVEALS PER if Y� ARCH. D j3 "! 2' -6" j3 "! HOLD 2" CLR., TYP, 1 I SECTION A -13 PC PANEL --- -� PEP. PLAN 8 8 VERT. BARS W/ #4 r_v1+'j TIES 0 0 "of V (NOTE: ALL EARS ARE CONT. FTC,. TO ROOF) EBD CHAMFERS & REVEALS PER ARCH. 8 8 VERT. BARS LW 4 F. ; TIES 9" o/c �� T DER JOIST GIRDERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR JOIST GIRDERS ", STEEL JOIST INSTITUTE. DESIGN JOIST GIRDERS FOR ROOF LOADS SHOWN ON PLANS OR AS REQUIRED. DESIGN TOP CHORD FOR DRAG LOADS WHERE NOTED ON PLANS. ONE THIRD STRESS INCREASE MAY BE USED FOR DRAG LOADS IN COMBINATION WITH VERTICAL LOADS. VERIFY ALL MECHANICAL LOADS. MANUFACTURER '10 PROVIDE SPECIAL CONNECTIONS AS SHOWN OR REQUIRED. THE STAMP AND SIGNATURE OF A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER SHALL BE AFFIXED TO CALCULATIONS AND SHOP DRAWINGS. SHOP DRAWINGS TO SHOW ALL DESIGN LOADS. JOISTS AND GIRDERS SHALL BE FABRICATED IN A STEEL JOIST INSTITUTE (SJ1) APPROVED PLANT BY A FABRICATOR WITH AT LEAST 5 YEARS EXPERIENCE IN THIS TYPE OF WORK. A COPY OF THE (SJI) PLANT APPROVAL TO BE SUBMITTED WITH THE SHOP DRAWINGS. relB a �QI �eaO�IllIL ■i17W �� THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE --- 1991 EDITION - ASTM'S LATEST EDITION :iy4 LOADS ROOF 25 PSF PLUS DRIFTING SNOW WIND 80 MPH, EXPOSURE C SEISMIC ZONE 3 v = ZIC W /RW 0.341.X2.75 W/6 = 0.1375W EQUIVATJOI THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 4000 PSF, IN ACCORDANCE WITH SOILS REPORT #0171- 025 -R02 DATED JUNE 30, 1993 PREPARED BY GEOENGINEERS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. ALL STRUCTURAL FILL AND BACKEILL TO SE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY ASTM D 1557. ALL FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. MIABBANARIAINI THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF OTHER BUILDINGS WITH SIMILAR FLOOR LOADING AND SOIL CONDITIONS CONSTRUCTED IN THIS AREA. THE SLAB HAS NOT BEEN DESIGNED FOR ANY SPECIFIC LIVE LOAD (INCLUDING CONSTRUCTION LOADS) AND HAS BEEN DETAILED TO MEET LOCAL INDUSTRY STANDARDS FOR SIMILAR BUILDINGS. THE OWNER OR HIS REPRESENTATIVE HAVING REVIEWED THESE DRAWINGS PRIOR TO START OF CONSTRUCTION IS AWARE OF THE PROBLEMS WHICH MAY ARISE WITH THESE SLABS AND ACCEPTS THE RESPONSIBILITY THERE OF. THE CONTRACTOR SHALL REVIEW WITH 'THE SOILS ENGINEER THE CONSTRUCTION LOADING OF THE SLAB AND SOILS BELOW. HE SHALL TAKE THE NECESSARY MEASURES TO INSURE THAT THE SLAB AND SOILS BELOW WILL NOT BE AFFECTED OR DAMAGED BY THE CONSTRUCTION LOADING COMM F'c = 4000 psi FOR SHEAR WALLS 0 GRIDS 0 & 12 . F'c = 3000 psi FOR SLABS ON GRADE., FOOTINGS AND 'ALL OTHERS. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTIONING OF ACGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE W INCREASED WORKABILITY IS REQUIRED CONTRACTOR TO SUBMIT A MIX DESIGN THAT IWLL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE SITE. PRECAST MALLS PRECAST PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR AND ADEQUATE REINFORCING STEEL, AS REQUIRED BY THE CONTRACTOR'S METHOD OF HANDLING AND ERECTION OF PRECAST PANELS, SHALL BE PROVIDED BY THE CONTRACTOR. USE STRONG BACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTING SHALL BE A NON - SHRINK TYPE GROUT. ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615 -78, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1--1/2 INCHES _INTERIOR F'CE 3/4 INCHES ALL WELDED REINFORCING STEEL TO BE ASTM A615, GRADE 60 (fy= 60,000 psi) AND WELDED PER "ANSI /AWS D1.4 -79 STRUCTURAL WELDING CODE - REINFORCING STEEL." PIECES TO BE WELDED SHALL BE PREHEATED IN SUCH A MANNER THAT THE CROSS SECTION OF THE BAR OR PIECE SHALL BE AT OR ABOVE 500 DEGREES FAHRENHEIT. AFTER WELDING IS COMPLETED, BARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT TEMPERATURE. QUENCHING IS PROHIBITED. ALL WELDING SHALL BE BY CERTIFIED WELDERS. USE ONLY FRESH LOW HYDROGEN E9OXX ELECTRODES (AWS DESIGNATION A5.5). IF WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND NO BENDS SHOULD BE WITHIN 3" OF WELD. PROVIDE SPECIAL INSPECTION PER UBC 306(A)4. STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', AND THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fr-- 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 46,000 PSI) MACHINE BOLTS ASTM A - -307 HIGH STRENGTH BOLTS ASTM A -325N PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26E FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26E FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XXELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. IMISCEUOANIEM STEM MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (fy =36,000). WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS. USE r'RESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR ICBO APPROVED EQUAL. ALL HANGER HOLES ARE TO BE NAILED PER MANUFACTURER'S NAIL SCHEDULE, UNLESS INDICATED OTHERWISE. PROVIDE MINIE1LIM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26 -G. PARABOLTS WITH DESIGN VALUES PER ICBO RECOMMENDATIONS EQUIVALENT TO ANCHOR BOLTS MAY BE USED INSTEAD OF ANCHOR BOLTS. INSTALLATION TO CONFORM WITH ICBO APPROVAL OF CONCRETE ANCHORS USED. MACHINE BOLTS TO BE PER ASTM A -307. MUCEffai LAMF4 r II VERIFY ALL WELDERS HAVE CURRENT CERT!FICATION.INSPECT ALL SHOP FULL PENETRATION AND FILLET WELDS 3/8" AND LARGER. INSPECT ALL FIELD WELDS. FULL PENETRATION WELDS SHALL BE INSPECTED WITH ULTRASONIC OR RADIOGRAPHIC METHODS. IF APPROVED BY BUILDING OFFICIAL, THE NON- DESTRUCTIVE TESTING RATE MAY BE REDUCED TO 25% IN ACCORDANCE WITH THE EXCEPTION OF SECTION 2722 OF THE UBC. BASE METAL THICKER THAN 1 1/2 ", WHEN SUBJECTED TO THROUGH- THICKNESS WELD SHRINKAGE STRAINS, SHALL BE ULTRASONICALLY INSPECTED FOR DISCONTINUITIES DIRECTLY BEHIND SUCH WELDS AFTER JOINT COMPLETION. ANY MATERIAL DISCONTINUITIES SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF THE DES'ECT RATING IN ACCORDANCE WITH THE (LARGE REFLECTOR) CRITERIA OF TABLE NO. 27 -6 -E OF THE UBC STANDARD NO. 27 -6. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECIFICATIONS. INSPECTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECIFICATIONS. ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED USING THE "TURN-OF-THE- NUT. METHOD, CALIBRATED WRENCH OR ENGINEER APPROVED DIRECT TENSION INDICATORS. IF CALIBRATED WRENCHES ARE USED, A MINIMUM OF THREE BOLTS OF EACH DIAMETER MUST BE TIGHTENED AT LEAST ONCE EACH WORKING, DAY IN A CALIBRATING DEVICE THAT DIRECTLY READS THE BOLT TENSION. a" 1' -0" 4 — -kvi r a = i 1 -a U fl 2, -3I" 114„ 2. 6" {o► - SECTION B -13 " = 1_17' PC PANEL PER ELEV. S:+ gm 1 8 n 8 VERT, i, BARS W/ #4 �1tT, r 1 TIES 0 -J 9 o /c. (NOTE: ALL BARS ! ARE CONT. FTC. I TO ROOF) SECTION E -13 f. •_ " = 1' -0" 1 tV o t! iTE ILAAIN ` C SERIES - IN ACCORDANCE WITH "STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, H SERIES ", STEEL JOIST INSTITUTE AND AISC. VERIFY ALL MECHANICAL AND ELECTRICAL LOADS. PROVIDE BRIDGING AS REQUIRED BY JOIST MANUFACTURER. DESIGN TOP CHORD FOR DRAG LOADS WHERE NOTED ON PLANS. ONE THIRD STRESS INCREASE MAY BE USED FOR DRAG LOAD IN COMBINATION WITH VERTICAL LOADS. STEEL 8QOF DECK VERCO HSB -36 - 1 1/2" - GALVANIZED - 36" WIDE STEEL ROOF DECK - TO CONFORM WITH ASTM A446 GRADE A. GALVANIZE G -60 PER ASTM A525. CONFORM WITH ICBO REPORT #2078. SEE PLAN FOR DECK GAUGE AND CONNECTIONS.. USE E60XX ELECTRODES. PUDDLE WELDS SHALL HAVE NET FUSION AREA WITH THE STEEL FRAMING EQUIVALENT TO 3/8" BY 1" OR 1/2" IN DIAMETER. USE NO CONCRETE CONTAINING ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON ROOF DECK. TER 4X...........PLATES, BLOCKING & LEDGERS D.F. #2 LUMBER NOT NOTED TO BE D.F. #2 ALL LUMBER SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER -- LATEST EDITION" AND EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. AL .L WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. SUSPENDED CE CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE LATERAL FORCES SPECIFIED IN CHAPTER 23 OF THE UNIFORM BUILDING CODE. INSPECTIONS ARE TO BUILDING DEPT. AND FOUNDATION: CONCRETE: REINFORCING: CONC. ANCHORS: ROOF: BE PER UBC SECTION 306 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE THE ENGINEER. INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION •TESTS AS NOTED ABOVE. TAKE CONCRETE CYLINDERS AS REQUIRED, VERITY SLUMP AND STRENGTH. VERITY AL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. ALL FIELD INSTALLATION OF CONC. ANCHORS IS TO BE IN ACCORDANCE WITH ICB0 AND IS TO BE CONTINUOUSLY INSPECTED. CONTRACTOR IS TO HAVE A COPY OF IC80 EVALUATION REPORT ON SITE FOR CONC. ANCHORS USED. CALL BLDG. DEPT. AND ENGINEER FOR WELDING REVIEW PRIOR TO ROOFING.WELDING: INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU-- LAMS, STRUCTURAL STEEL. MISCELLANEOUS STEEL., REINFORCING STEEL, TRUSSES AND TILT -UP LIFTING CALCULATIONS. DPECIALCOMMOM CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL ANILREQTRICAL,. TRACE$ CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS I'r.! EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ABBREVIATIONS, ARCH. BAL. B. OR BOT. BLDG. BRG. C.M.U. COL. CONC. C.I.P. CLR. CONT. E.A. EL. OR ELEV. E.N.W. OR ENW E.F. E.J. EQ. E.S. E.W. F.G.C. F.O.S. F,O.W. F.S. FTC. GA. , y�'i.���/I iyyt�� ' •j i IIIIIIIIII111111IIII1II111I11 ►I1111111111111111►1WIIIIJII� {I "I . IIIIIIIII di�I III!► f`t�`+ (�il{�illllll� ie TNS INGi7 /' � 4 5 6 7 NOTE: i If the microfilmed document is less clear l notice, it is due to the quality of the original 0 c 6Z 8r LZ 9Z SZ bZ ' EZ 111 {11011111110ffillii!.1 111; �IIIIIIIIilindI ►I1'1+1':IIilllli!I��ii�!!i �IIJJ U 'c. r t l 1104 I II. ►,i I I i I I I I III Ili III III Iji i u i.,, IIIIIIII I 1 I lll 9 10 11 "A°E °Elinfr 12' 8. than this document. ARCHITECT BALANCE BOTTOM BUILDING BEARING CONCRETE MASONRY UNIT COLUMN CONCRETE CAST IN PLACE CLEAR CONTINUOUS EAC H ELEVATION ENGINEERS NORTHWEST EACH FACE EXPANSION JOINT EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUDS FACE OF WALL FAR SIDE FOOTING GAGE e r GALV. G.W.B. H. OR HORIZ. I.C.B.Q. I.F. INC. C LS. K L.W. M.B.S. M.R.S. N.F. N.T.S. o/c 0.F. 0.S. 0.1.0. RE :NF. REM. R.O. SECT. SIM. STL. SYMM. 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VERTICAL INSIDE FACE V.O.F. = VERTICAL OUTSIDE FACE w/ = WITH w/o WITH OUT W.H.S. w WELD HEAD STUD 0 AT = CENTER LINE I = PLATE cn.Y OF TUKWILA APPROVF.D JUN 1 4 101 AS NOTED 15LDM4G E?iV4SOtt RECEIVED CI-nr OF TUKWIL A PERMIT CENTER OF 14 STRGN 13. .f► • x 6" BENT ft HOOK TOP & BOT. BAR --\ HOOK TOP & BOT. BARS -- -� INSIDE FACE EDGE BARS 4" x 5" x WELD rt -••- OUTSIDE FACE --'' - INSIDE FACE TYPE r-- ---T TRIM BARS 1 TOP CONN. T � TRIM BARS x 6" BENT R- SIM. CONN. L INSIDE FACE AT SIM. SECT. P.0 . COLUMN —� PER PLAN P.C. SPANDREL PER ELEV. P.C. PNLS. L3x3x4x1' 9" P.C. PNL. PER ELEV. P.G. SPANDREL PER ELEV. x5 x 0' 3' MBED w/ 2 #6 x 2' -6" V. & 2 #6 x 5' -0" H. 0 3" GA. (HOLD EMBED TO INSIDE FACE) REVEAL PER ARCH. NOTE: REBAR DETAILER TO REPRODUCE SECTION 1 THRU IV ON EACH SHEET OF PANEL ELEVATIONS ON THE REBAR PLACING PLA " S - NO EXCEPTIONS. SECTIONS NOT TO BE SMALLER THAN SCALE SHOWN. O.S. FACE Of WALL L3x3x x0' --9" PC PANEL —4" EMBED. x 61" x 61" w/ 2- f{6 x 3' -O" V. 0 4 "GA. & 2 - #6 x 5:--0" H. CTR'D. ON EMBED ANGLE #4 RAISER BARS TOP it FOR VERT. JAMB REINF. TYP, VERT. WALL REINF. OVER OPENING i 3" MAX. 1" REVEAL HOLD_ ?" CLR. VOID err HEADER SECTION I OUTSIDE FACE ----�� C10 x 15.3 CONT. EMBEDED CHANNEL_ w/ 4 "0 x O' -8" WHS @ 1' -O "o/c (AT SIM. SECT. USE L4 x 6 x INSIDE FACE) ONE CURTAIN REINFORCING (U.N.O.) STEEL EACH FACE SECTION SECTION IV TYPICAL WALL RE1NFORCING PLACEMENT OPENING CHAIR REQ'D. VERT. JAMES REINF. t� OPENINGS PER PANEL ELEVS. --- �-''✓J -4 JAMB SECTION H SECTION A 14 • r r_fs. SECTION B— re TILT - UP PANEL CAST EXTERIOR FACE DOWN z • �:.,��:- ; -,;.,� IIII�Ijllllllillillll! IIIIII�IIIIIII�ijl�i (l(Ijl��,il�lji'Lll.�; 0 16tHS!NCH 1 i °,13 ?r. t " ., f , 1. 4 5 c 7 NOTE: - If the microfilmed document is leas clear than this notice, it is due to the quality of the original document. CITY OF Tt RIMIA APPROVED P AST JUN 14 1$94 1. PANEL ELEVATIONS SHOW INSIDE FACE. AS NOTED 2. ' CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PROIR TO FORMING PANELS:- ..._.,,,,,,,,,.. 3. PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT 61fiLDWG EilViS — OPENINGS WITH HORIZONTAL TRIM BARS EXTENDING 3 ° -O" BEYOND EDGE OF OPENINGS. VERTICAL TRIM BARS TO RUN FULL LENGTH. 4.) PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE STRONGBAAKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. 5.) PROVIDE ' CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED 014 ARCHITECTURAL DRAWNINGS. 6.) PROVIDE 3 COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER AT ALL CONNECTI NS EXPOSED TO EARTH OR WEATHER. 7.) PROVIDE " NON- SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTI GS. 8.) MAXIMUM DEPTH OF REVEAL STRIPS TO BE 1 ", SEE ARCHITECTURAL DRAWNINGS FOR LOCATION. VERIFY ALL PANEL THICKNESSES WITH ARCHITECTURAL DRAWNINGS. 9.) 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LOT FOR PURPOSES OF CLARITY. 3/4 •INSTALL INLINE WYE FILTER SEE CsENERAL NOTE 113. •1 1/4 3/4 I 1/4 3/4 3/4 (- / 1 1/4 11/4 0■•■■•••■•• 3/4 / / / 2 / / / / I In s• / \ / / N / / /' 1 1/4 /// / • /' / / / /\ / ./ \,, / .• / \ / X / \ / / / ./ \X „ / /' \/ / / / / / , . / / / / / , / „ 7' 111 /' \ \ \,/ / s . , \ . \ - \ / / / / \ / / \ / / / / / / / / 11/2 1 1/4 '\,/ 1 1/4 3/4 1 1/4 1 I/ / / / 3/4 • / 4 3/4 3/ 3/4 / / / / ,, \ 11/4 /4 / 7/ / \ / / /,., / r/ , / , / / , / " . / , \ 3/4 I 1/4 ,, ------ .3/4 / / 35.1 1 1/2 4 A / / 11/4 .1_111111.1.1 iiviATCHLINE 44 SEE SHEET ,144; // , . 2 MAINL.INE IS 61-40a4 IN PARKINC,'s /// LOT FOR PURPOSES OF CLARITy/ /. / \\ / 011116INIA• , /// Al=u,mose 1 1 , . • - - • , ^ ^ • - - • • , • •61011110, NZDTININICILEMI•01•21•01111164CRIMOITOW• GDO111110 cemerwr osascommaisonswommarissima. uromaisb mammy •caremorriwateimatue /"' *III fill 4,. fri/2644....it.01, 41■4?":,:.W....i.e*/ ..TINA! ...). . , . . . .. . -:- ,"ll14e.4'd.,..&•.4.,104,4*.° "V.t.ie ..'", . 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OE 63 86 L3 93 SE 173 C3 33 43 ()? 64 84 LA 1 gt Ci 01, 60111161114AH6011"110141104!*.W4344b0111111141,61dajdn44adlligalhdhilhAllhddAh14461101641161HHhH114111161141,11 • i” .22.1:0022 ; vorgrr* aroma* 4ATG *LIME SEE SHEET L7 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF TUKWILA APPROVED *ocs,i 8 1993 As NOTED ---Ri#!!0ING DIVISION RECEIVO CITY OF TUKWILA sEp 1 0 1993 PERMIT CENTER DATE: REVISED: iDRAWN BY: dr CHECKED BY: ig PLOT DATE: 9 -8 -iii PARTIAL IRRIGATION PLAN STRANDER RETAIL TUKWILA, WASHINGTON 054194414410NIIIMINNWMISIMNIIMNItlellia somosro idlow / N. \ / 3/4 11/4— 011111MIII •1141161010 3/4 MATCHLINE SE! SHEET L WEOMP 4016aMMOMMO=MMMOIMIONW INWWW MUNRO 41•41404411.314hOenfigale ribeled. WNW. avoterweeegamemarvaswirowsreame eraseas /, / / 6/3/4 /7.7)" V' / / / / 3/4 11/ / F— w 0_ 0 /2 • 11/ 3/4 / • /./e/ / • / 3/4 • • ' MAINLINE IS SHOWN IN 14ARDSCAPE FOR PURPOSES OF CLARITY. 1/2 VERIFY CONTROLLER LOCATION 2: ELECTRICAL CONDUIT 4.Nr) PULL WIRE FOR CONTROL. WIRES. PROVIDED ISY ELECTRICAL CONTRACTOR. c ■ MATCH f 1E SEA SHEET Li , 1 1 1 / / 1 3/4 3/4 • 3/4 omncrizcono-3:3cwrx--.Y..- 7 \ • 11/4 3/4 11/4 • 'AMMO • waHlasC20 14rAwnik• •■••••.4. • el•••••• aMmilW Woad. • poicado 4 ea mm • wmWrm • winamm • momemp • moomum • gramme. • .•ammom KM416. • 1067UMM C MESMIP 4 ummw-mamMOMM ........ • •Nearam 0 • seaman • atuAT ■■ ■ ■■ POC 2 MAINLINE IS SHOON IN HARDSCAPE FOR PURPOSES C# CLARITY. 1..w•mm Nmal •Mos •■•• Iqmor a•mowmc.* *r.40.- -..14 . a__ ,/,----- 7/1 MOTEL FAKING LOT SERVICE LINE VERIFY LOCATION WITH GENERA.. CONTRACTOR. 211.M. 4 4012•40t>•0010 . 071.11MM • MMMINO 4 MMWM 1112 C.:ONTRACTOR RESPONSI5LE FOR ADJUSTING PRV TO 55 PSI OUTLET PRESSURE , 11111171111111111111111111 Or, . .4,,se )0A71-1,13.M.'1,4,34', e.... 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WY or TUKWILA APPROVED bCT 8 1993 AS NOTED RIMI.DING DIVISION TOT.1161161.6b6.••nsktoommoos IQ' 20' 40' RECEIVED .CITY OF TUKWILA SEP i- 0 1993 PERMIT CENTER PARTIAL IRRIGATION PLAn STRANDER RETAIL TUKWILA, WASHINGTON r IRRIGATION LE ENP SYM5OL a % ma Pa Q C>E C IPTIO' I SPRINKLER, RAINBIRD 1812 15' Q, T, N, F, VAN SPRINKLED, RA11' 3144, 1812 12' 0, T, H, TO, F, VAN SPRINKLER„ RAINBIRD 1812 10' 0, T, 14, F, VAN SPRINKLER, RAINBOW 1812 133ST, iSEST SPRINKLER, RAINBIRD 1812 11SST S3PRINKLER, RAINBIRD 1806 10' Q, T, H, VAN SPRINKLER, RAINBIRD 1806 0' 0, 14, VAN SPRINKLER, RAINBIRD 1806 XS -180, XS -090 SPRINKLER, RAIN3IRD 1804 15' 0,44 erbRIhVJ.ER titAINBIRD 1804 ice' 0. F errRIN9v4,ER, RAINNIRD 1804 1538T, 1FiEST GPM .93, 123, 1.55, 31 .65, £1, 1.3, 1.95, 2.6 39, .52, .19, 158 121,61 1.13 39, .52, .19 .39, .19 .26 .93, IS b, .39, 19, 158 121, ,61 WEATHER°1ATIC 8000CR SERIES ELECTRIC REMOTE CONTROL VALVE BRASS- -SIZE A8 INDICATED ON DRAWING. VALVE DETAIL- -ZONE NUMBER GPM VALVE SIZE POINT OF CONNECTION Iva. DEDUCT WATER METER I V2' I! UCCKNER I80 -OC DOUBLE CHECK VALVE ASSEMBLY 1 1/2' WiLKCINS 600 L PRESSURE REDUCING VALVE RAINBIRD 5 -LRO I' QUICK COUPLER VALVE RAINBIRD leC -B¢ SERIES ecto STATE CONTROLLER - -32 STATION INPUT PtEQUIREDs in VOLT AC, 60 141 OUTPa1.IT: 26.9 VOLT AC, 60 WZ, 1 AMP. UL. LiSTED AND TESTED. INSTALL PIGTAIL ON CONTROLLER FOR I NOTE CONTROL ACCESS. RANBIRD 5 LRC 1' QUICK COUPLER VALVE MAINLINE ISOLATION VALVE-- I4AMMO1'!G BRASS 2' GATE VALVE MAINLINE - -: 4Et ULE 40 PVC, SIZE A$ NOTED ON DRAWING LATERAL. LINE- -CLASS 200, SIZE AS NOTED ON DiRAW11 SLEEYING -- WEPULE 40 PVC - -MIN. 2X DIAMETER OF INTERIOR PIPE, maim l8' OF COVER OVER ALL SLEEVINc UNDER ROADWAYS AND DRIVEWAY'. • GENERAL NOTES L IRRIGATION CONTRACTOR I$ RESPONSIBLE POR LOCATiiVi.,s AND PI 'EG1'ING ALL UTILITIES i r-riiT THROUGH TPE SCOPE C4c T 4 HIPS WORK, 2. All. DPRMJJNr Ar•E DIAGRAMMATIC, FIELD VARIANCES MAY OCCUR. a' OT :FY ARCHITECT W 1EDIATi::L.Y. 3. MAINLINE LAYOUT 1$ DIAGRAMMATIC, IT HAS BEEN $44OIUN iN HAPDBCAPE FAIR DES OF CLARITY. 4. DUE TO SCALE OF DlluddlANY6, ALL °.1L.EEv!NUc 16 NOT INDICATED ON PRINT. CONTRACTOR 16 .:WI :N.ii'.ti_E TO PROVIDE 4U. NECESSARY SILEEvING1.14DEPt 14APOSCAPES, 1E. ROADS, S1i3EWALK6, ROCKER/ES, ETC. 6LEEvING eic.40ULD EXTEND 6' DEYON,7 NAIRDSCAPE Elm. COORDINATE SL,EEVINEG WITH GENERA,. CCNTRACTOR. 6. LOCATE PIM NEAR PERMANENT STRICTURES ES WNtC/RE POS6I LE, iE„ AL,a r'c EP E6 SIDEWALK LEAVE PIPE SIZING FACE UP iN TR'iENCW TO FACILiTATE REPAIR. 6. ALL UNSIZED TERMINAL LATERAL LINES SHALL BE 3/4° PIPE. 1. SPRINKLER HEADS LOCATED IN LAM AREAS SHOULD BE 2' mot HA APE EDGES. 6. SPRINKLER HEADS IM PLANTING .& A8 344OIJI.0 BE A MA)d ?J1 ce 4° FROM 14AF4 6O'A1°E EDGES. III, CONTRACTOR (6 RESPONSIBLE TO iIINE TUNE ALL NOZZLES CR 617E TO INS COVERAGE AND MINiI"11ZIE OVERSP'RA Y. 10. VE€RPY CONTROLLER LOCATION 10'44 IAVER'S REPRE6ENTATIvE OR ARCHITECT. 11. OCSNTRACTOR I$ SE> iPel.i; FOR UTNTERIXATION4 OF SYSTEM. P1r81T!T11°R48T E U11NT ERRED t Y BLOWINwrs OUT WITH COMPRESSED AIR. 12. PRIOR TO rws COMMENCIrIENT OF WORK CONTRACTOR MST VERIFY A MINIMUM OF Mr U 8. (P81) STATIC LIJATER PRESSURE AT POINT CF Ca*AVEC'1"IONt. NOTIFY ARCHITECT OF ANY DiBOMPANCY. • 13. INSTALL RAINBIRD MY -l00- 3+4'114 1NLHE LUTE FILTER ON MISS RAY M4E, (ZONE 2). 14. PIPW•1 N iN PARALLEL MAY tSE INSTALLED IN A CO1'711CN TW4C4 . ALLOW A MIN OF THREE (3 °) INC- TWE18N PARALLEL PIPE LINES. LOCATE TPtENC44E6 TO AvOiU CfINPLiCT 111714 INSTALLATION OP TREES 4 SWIM. IS. iINSTALL MANUAL DRAIN vA.LvV6 C.#1 MAINLINE IN LOW POINTS TO FACILITATE DRAINAGE FoR r .1niRE 16. INSTALL. GLEN- FIILTGN MINI CLNC RAiN GA' AS P0$2R MANUFACTURER'S INSTRUCTION& COCADIN ATE LOCATION WITH OM ER. GRADE i_s_11.1"111''''-'ilm II iii . iiialti111110111* III 1 I � rwri >, , 114." DEPTH 3/8" WASHED GRAVEL SuMP liQt INSPECTION OF COi'1PLETED ASSEMBLY BY CERTIFIED TESTER EWI REO. STATE APPRovED ASSEt ELY, RESILIENT SEATED BALL vALvE9 AND TEST COCKS GAL V. UNION TYP. BOTH SIDES OF ASSEMBLY DOUBLE CHECK VALVE 30X AS SPECIFIED. CENTER 6ACKFLOW iN I3OX —BRICK SUPPORT AS REQUIRED rQ MA'NLI!' iL LaE C.I�°'i E V1�E CALE: N.T.B. CONTROLLERS — AS SPECIFIED 120 VOLT ELECTRICAL CONDUIT (SIZE Ae. REQUIRED) TO 120 VOLT POWER SOURCE WALL ---24 VOLT MIRE 4ND CONDUIT TO v4L.VES FiNI91-1 FLOOR ?MALL mouNT CONTROLLER 4 SCALE: N.T.S. - XERI -SPRAY NOZZLE XPA -I80O ADAPTER LEH :111 FINISH GRADE POP-UP SpRINKL ER 43 SPECIFIED — (3) MAR_ Ex STREET ELLS 18PRiN.Ni(LER INLET SIZE) /G�rv�8�q�N.�IPPosLE (SPRIitv2-.LER INLET VIE) PVC. TEE (1 PVG LATERAL LINE — `— LATER..A. LINE 1Q.IIti._ FIT!lr,a INSTALL POP" -UP SPRINKLER 6 " A,WAY FR+QM ALL BUILDING AND HARDSCAPE SITE IMPROVEMENTS. MIr RC.-°~ 1 °s1 Nr i. Q UP SCALE: N.T.S. GALVANIZED FITTINGS FROM iSOURCE _--- -_ - -_. 1 1/2' DEDUCT WATER METER C OUBLE CI -1ECK ASSEMBLY, 1/1 SEE DETAIL DOUBLE CHECK VALVE BOX. - - - -- SEE SPECIFICATIONS --- ._- _.- ...___..-- .. - - -- 1" QUICK COUPLING VALVE -- -. 1 I/2" PRESSURE REDUCING VALVE SET PRV FOR OPERATING PRESSURE OF 55 V•'Si. 2" SCW 40 MAINLINE PIPING F.O.C. SCHEMATIC. SCALE: N.T.S. - - - -- VALVE_ E3OX LID MARKER 'CONTROL VALVE' _..,...._,. -. C.,._...an, ..�.- �. -..-� - AUTOMATIC VALVE I1 -FiNi51.4 GRADE ,-PVC LATERAL 0 i4 _NIPPLE t--�� t (fl '�'' - - - - -- -PVG MAINLINE TEE (SUS► -I AS REQ'D? -PVC MALE ADAPTER Y;J - PLASTIC ' VALVE 13OX MIN. DEPTH 5/8" WASHED GAVEL REMOTE CONTROL VALVE SCALE: N.T.S. (31?-1401-Ex STREET ELLS (8PFJN44.ERR INLET SIZE) Il 8C H 810 NIPPLE (Stakil W LER INLET SIZE) --PVC 'TEE 1 PVC LATERAL- LINE GRADE POP -UP SPRINKLER AS SPECIFIED \-- LATERAL LINE FITTING SHRLAS OR LAViN POP U SCALE: N.T.S. . r. SLasaa✓ u,. w.;. ..,. .1. fru .w.> 0111 .. 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I!!1)ALIT!1111111111111r11�11t1 lilli.11.1131111!1Ii11!!!11 I1111U111111111111!011 I I'I11 111111!Ij ,1!I!11111I111I I11J11!11!i!11!11 11111 1111!1! 11111111 11111! 111111111111. 11i�11111! 11 !111111111!I!Ilil!IiIII!1!III!I 1!Iili!!IIII11111!111i1!1!1!!1 7--- 0' IN TURF AREAS 2" N I =NRU5 AREAS 77. I1l:±I1I FINISH GRADE QUICK COUPLER' VALVE itALv. NIPPLE 3" MIN LENGTH -- COAL V. 90 ELL sr PVC MAINLINE SAL V. NIPPLE 12” MIN LENGTH GALV. NIPPLE 3" MIN LENGTH O U I C K C O U P L E R VAL.VE SCALE: N.T.S. 111_-1 FINISH GRADE LI-4IL+ 1 =_I 1 111 i11 MAINLINE \---- I6" MIN GAL Y NIPPLE — 3/4" STREET ELL —2" GLASS 160 PVC -w-. SLEEVE gill �II1 3/4" ANGLE VALVE 5/9" GRAVEL ---°.° SUMP .• MANUAL t,RAIN VALVE SCALE: N.T.S. 1iT[iJT 1-27--Y1 POP-UP SPRINKLER PvC LATERAL, LINE FINISH 6 BADE C11Y Of TUKMLL APPROVED .00T 8 1993 AS NOI.ED ` ?' Ill.DiNG DIVISION — (3) MAMEX STREET ELLS (SPgRiNNKL.ER INLET SIZE) 0414 841 NIPPLE (t t4Y. NCLER INLET 8LXE) —PVC TEE NOTES= • INSTALL POP -Utz 4" FRRO1 ALL 14Aib8CAPE SURFACES. (_'SE f3OTTOM INLET ONLY. 1-116H POP SPA'„ Y ` N A SCALE: N. T.5. LATERAL LiNE FIT7lNG RECEIVED CITY OF TUKWILA EP 1 0 1993 PERMIT CENTER ;VONSaieriWagairetalleValAPOWARAMOSedalifelhattegear 40ItillatiMMIKOMIASMAIVRISVMSNal -410.40141■06411311.• •••••■■•••■•••••-•■••■•••■•■•.■••............ V.••■•■■•,......./.7.••••••■•■•••■■•■••■■■••••■•••• 1 11100100.1NriONS,...■ 0.7.02.401101.1/4113plat".16.301a1MMILlitm. SNWO.WOMMO.01000.1400, EXISTING WAREHOUSE BUILDING Nen1=SUOINIMPSigaZIVANSIMOSIO.-.., • fmorklumeitolauxx al•••••■•■•4•1100•31.........11.••■■••••■ Ablerowsw....may••■••■••■101,*605 An1.0.114110•14•11.01..•071:1•M vi,............... ...,.... 4.---. 41•4040.41/eagdiu.,..~..1.7~~.44&04,ffeuivoNtk SILT FENCE IN DRAIN—ROCK BERM ALONG POND SE SIDE — DRAIN—ROCK =STING Sum .0•0 •••■•■•• ---optosurgoaamewo•earcmaowos•rrorrme•cx.rbo•-.. •1. • INTERCEPTOR vs. SILT FENCE/ CK FILTER CROSS-SECTION A SILTATION POND SE .71 EXISTING OFFICE BUILDING TYPICAL DITCH SECTION \ PROPOSD DRAIN ROCK pum E ORS FENC/ E - FILLED GROUND 3:1 INTERCEPTOR DITCH INTERCEPTOR Drrcn PROPOSED SILT FENCE/ DRAIN ROCK FILTER INTERCEPTOR DITCH TYPICAL DITCH SECTION ROCK-LINED CONSTRUCTION ENTRANC • FILTER FABRIC (PROM stump OR EQUIV.) 884 TIDE ROLM US STAPLES OR WIRE RINGS TO ATTACH WIRE TO POSTS. FILTER FABRIC mania 2* X te X 140L WIRE FABRIC EMSIING SILT FENCE/ DRAIN ROCK en- DOUGLAS FM OR =EL POSTS EXISTING DRAINAGE SWALE BULDING 3/4•1 MIN. DIL WASHED GUM BAcKrtu. ON BOTH SIDES OF THE FENCE / ....••••■•■••••*11.06 • 2 lii93 BURY BOITOM OF THE PETER FAB. MATERIAL IN 12" x TRENCH — C.rS.2, 0 4' O.C. 40-0* ALTERNATE ST'EEL POSTS APPROVED PER PUBUO WORKS SILT FENCE DETAIL trowel% DATED / Wm. .0.. sivesjul"3.3144 / /-- 1. ( CAD PILE NAME: STRAND9.DWG XREF STRAND4/201 MATE DRIVE TRECK DEVVE THIS PLAN APPROVEM FOR CONFORMANCE WITH THE CITY OF TUKWILA" S REQULEMENTS, SPECIFICATIONS AND :.ITANDARDS, AND CAN RE USED FOR CONSTRUCTION OF THIS IMPROVMENTS SHOTS HEREON. MA SEGALE, INC. - TUKWILA, WASHINGTuN ono ft76-1404 11-;110-6;1714-1W NOM Stallag 1. = 40. .1164411 /Ng DEM_ SEGALE MAIL CENTER EROSION/SEDIMENTATION carrRoL PLAN imixo.. 1 egt magswitaisat--- - 201-93XXX ACI•eorfris•M•■■•..•••••.• • • *IA ,.!`4[4,479:4,..-',?;•-`,-pii-•..,-,::-;•, , Vt1.261147A20,749MOnaiNtilaentrne■VVYReeemb7~,fra1“10~11.0110.411r1000164 • • . , 1111111111111111111111111111111111111111 I I I irfIf 111111111 ft 1111111 11114 11111WitjUi 0 16 THS INCH 1 013 4 5 6 7 8 9 10 11 a °ER/4"ff 12' NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original documont. • Oe 6Z Be /2 9Z 5Z 17Z CZ ZZ 1Z OZ 6t Ett /,.1. 9: St VI CI Zi it 0 L 6 8 4 9 5.; 47 rirt IiffillifillIIIIIMITIIIIIIIIIIIIIIIIIM11111.1111111111i1141.11,1161.11.11!,411111111111011,1111JIII.1111111.1111114.1111111,111111111101.11jiilAIII ilalidjlihitililidilq111111,11161,1111111i111111111.1lliid1111111111111111111111111111111111161111111111111111ifill • • _ . • r4 FILLED GROUND 124.11 G124.54 OLYMPIC IxIGH --- CI.25.57 ,4& 0125.82 INTERCEPTOR DITCH TYPICAL DITCH SECTION BUILDING INTERCEPTOR DITCH TYPICAL DITCH SECTION CEPTOR DITCH 4• —8" QUARRY SPAIL PROPOSED SILT FENCE/ DRAIN ROCK FILTER 100' MIN. AiitiliP4:40110 VIP) Pi; IP •••••400,4:0:410:416'4,ipietieltitripiti)::::44041?),1 •,, iriror.� tIorralaih.ie Ali %►wi i1rai6eniZ*`r%' INTERCEPTOR DITCH NOTE: MULL CONSTRUCTION MBAR= NAT AT EACH ACCT POINT TO STS USTD FOR 3ITL CONSTRUCTION EQUIPMICNT. ROCK-LINED CONSTRUCTION ENTRANCE MITER FABRIC MATERIAL Y2Xice. VIRE FL13RIC 2'13 DOUGH FIR OR STEEL POSTS G DRAINAGE BUILDING GL2I.08 APPROVED PER PUBLIC WORKS 44,to 42.". LETTER DATED '' r _p_ou'-' :fit . � 4I -Or ALTERNATE 41s 4, O.C. STEEL PObT3 GL20.89 GL20,80 SILT FENCE DETAIL trrs ._1,20.7 L RECEIVED JUL 1 41993 TUKWILA PUBLIC WORKS PERMIT CENTER CAD ME NAME: STRAND8.D'WG XREF = 2TRA.ND4 /201 RECEIVED CITY OF TUKWILA JUL 1 3 1993 .X20.5 sirk O71 12/93 wins NONE STP.ANDFR BUILDING GL23.85 �/N�M�'YYR.iFIIfG FLi1CS;tWsi !.'... g..... x..r•:•% r.;:;�. ?',..- ,�.�'� .'µ {✓+dad :. �, :-:::..:..: f + ! + ► ! + ► (! ! I' lI ( �- , + + ,fib I� T11IIr11111 . III" I I�il` +IIIII11111111lIIIIIII1iII1iii 11,11111 1I 1t !-,41!`!111 111!! 111!1i1!1!111i111!i!1!1!1!1!11I 0 16 THS INCH 1 2 'r /3 5 6 7 1 ! NOTE: If the inicrOfiliied dociiSe -nt is leas cieax than this notice, it is due to the quality of the original document. 0E 6? 8G L2 92 �Z bZ ` CZ ZZ tZ 0? 6L 91 Lt 91 5t t't CI Zl 14 0L 6 8 L , 9 S ti C Z L wW 0 { i`I I jj 1 1Hh111111111KR1Ir(l�l;Lb i 1111 111111111.1 11411411 /1f1V11tiJ1a11. II 1111 111,II! Whin lig ail lll!!IiII01 „1,01111111IIIIIII f I li I ' 1 I '1' ! 1 !!!II�!!I!I!!Il�!I!! 11 ►!�II!I,!lII�IlI! II!!il!I!�! - �.._..,....�� .l•..1�.... .,.. ,...I�_�1�11J� .5.11 �1111��!l!.��!�,�IJ 11!.!I�,il !!VIII! 111! I! I!! r!1,i!I'!!!11n!ii!,!!111uhn!II Stra EROSION/SEDIMENTATION CONTROL PLAN waut 1Ecm 3 >I o Eyggsm 201-93002 FA15 CB TYPE 1 TRAFIIC LANE CURB INLET GRAti a.60 TRAFFIC LANE thin 14.27 lE 18.81 8 "N 22.95 8"N IE 20.00 12"E $ EXPO O LEFT hRN LAN so 68 TRAFFIC LA EE .� EXITING WAREHOUSE BUILDING CAUTION: THE CONTRACTOR STALL EXC ERSIZ EXTREME CARE TO NOT DISTURB OLYMPIC'S HIGH-PRESSURE GAMINE WHEN INSTALLING TIC DRAINAGE AND UTILITY SY3'FEMS FOR TATS BUILDING. CURB INLET IE 22.75 12" NTf - r. 1.00X «o u TC25.81 CJa. • 1.00% 0/. 1 0.40 V2 1.00X -c 1.00% - ,. X& TC2S.43 • P28.75 TC27.2 1.00% TC27. EXISTING OFFICE BUILDING ARAM 012 --SA VICINITY MAP NTS `/E�y�X.lsz GRATE 22.38 IE 11.00 30"'1 IE 11,93 30"8 IE 09.83 42" N IE 1.05 24"E `18-E its 14Lk' OF =BADS PIPE 0 O. X GRATE 22.2 1E 1 5.50 1: IE te.00 1 KC 16.33 8" t F WADS 0.69% TENANT GRATE 28.0 \. IE 22.00 8" SW &NE B CB TYPE 448" GRATE 26,10 IE 19.03 12"N13&, IE 21.36 8' NE C25.70 22.00 12"N GRATE 26.4 IE 23.01 8" SW &N9G t►'28. 0 .- TC2O.90 GL22 TC22 -1 ti FINISH FLOOR 27.50 FINISH GRADE 26.50 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: ,,..��.�, By: TENANT C TC GL21 68 TENANT D BUILDING OIL/WATER R _'ARATOR. PAC •-INTPIPE 5106 -SA. / 11' -2 L X 5 ° -5-" TD G27.30 G27.30 TS27.30 G121.06 GL2O.80 1. ALL WORKMANSHIP AND UAT YEBIALS SHALL CONFORM TO TIIE CI'T'Y OF T'[3KWILA'S STANDARDS AND SPECIFICATIONS. THE GRADING, PAVING AND DRAINAGE CONSTRUCTION SHALL MEET, OR EX1 EKD, CITY OF TUKWILA . REQ .. 2. THE CONTRACTOR SHALL PERFORM THE GRADING AND PAVING, AND INSTALL THE DRAINAGE E YS'I1 M IN ACCORDANCE WITH THE CX`YY OF TUKWILit'S STANDARDS, INCLUDING COMPACTION DEGR , PAVE :MITT ITT SECTION, BEDDING MATZRIAI, BACKF 1L D ATF.R1AL, OIL/WATER SEPARATOR CONSTRUCTION, TESTING METHODS, ETC.. 3. THE MU GRATING IS BALANCED BETWEEN THE EXTSTRIG PRELOAD AND REQUIRED FILL ESTIMATED 0 30.000 CUBIC YARDS. THE PRFLOAD WAS AU'I`HORI?JD UNDER PE k II`i' NO GF-- 089 -91. THE GRADING TILL BE PERFOIWED IN ACCORDANCE WITH THE REPORT AND SPECIFICATIONS PR 'A 3 BY GEO ENG.INWE�i' LS, DATED 06/30/93. 4. M.A. SEGALE, INC WILL PROVIDE I' RI 20' SCAM D ROVEME PT PLANS FOR TkUE WIDE NNIN0+0F ANDOVER PARK wEsir (EAST SIDE ONLY) AND STRANDER BOULEVARD (SOUTH SUM ONLY) FOLLOWING THIS SUBMITTAL. 5. THE BUILDING FINISH FLOOR ELEVATION IS 27.5 WHICH IS 2:5 FT ABOVE THE 100 --YEAR FEW. FLOOD PLAIN. THE VERTICAL DATUM IS THE KING COUNTY DATUM. O. WT COMMUTATION WILL BE ACC0MPIMILED UNDER SEPARATE PERMIT. 7. LC. -Ktv3t-/ L•%D't? 9.ECALL4 D of.) Au_ cg'S AO tttAmUe fi.y t caC_�'�ti -ac w CI1,.t. tc11^43" op u,My q, ',"y1AV 1. 3 1994 TlisiuY'ii... 1.0U 51 1? OF 5" C PIPE 2.00% 2812 OF 15"ADS __ PIPE 0 6.18% GRATE 20.60 IE 18.02 124W IE 13.90 30"N&S TE 13.91 1 EI" SE GRATE 21.05 111.51 15 "Nli GL23, r:sv iC23.,Ca3 3.001 .033 i ''S 1.38 3.0 CAD FILE NAME: STRAND6.DWG XREF = STRAND4 /201 T BECK DRIB cm O. 4 G123.85 • 0120.59 REDUCED STRAND= BLVD WIDENING BY 1PT 5/3/94 CHANGES ADS TO CONC PIPE IN R /0/W; CHANGE CB TYPE I'S TO TYPE 2(48") FOR STRUCTUl 1, 3, 4, 5, 12, 14 & 15 09/14/93 Si '/DRAINAGE REVISIONS AS PER CITY /APPLICANT 08/30/93 k GRADING REVISIONS IONS AS PIM AI CHITECT RAI A GE REVISIONS AS PER TEE APPLICANT AND CITY OF 07/21/93 •'nr/t {�:: it ... r'..�..::.. ✓._ ..�.n.- r.._.., _.... I �. I ?.' ' j. {1 I� .�1 I�I.Y . . . . . . . .Sy}.. .� ?. -. f . ►Il�lli IIi�III ifiJill llli►II llljill ill {ill!!J1:{II►II.11-1 I Ill i lei 'I rill i I Il 0 'e mss INCH 1 2 110t13 I n .l , ._...V_.,.. ._. _ .___.._. -,/ . , _. .. 10 11. -0"«RNA/4, 12', crrr OF T UK LA'S APPROVAL THIS PLAN IS APPROVED FOR CONFORMANCE WITH THE CITY of TUKWI A' S REQW1 k T . SPECIFICATIONS AND STANDARDS, AND CAN BE USED FOR CONSTRUCTION OF TIM WI PROV ENT $ 311OWN HEREON. gam 1" = 40 =OW DRM Dak 06 01 93 NONE SEGALE RETAIL CENTER OE 6Z ed LZ 9Z 9Z. 11 11I111ii1! iii!! 11111111!II11ii 111111111Zt!i!ilil f NOTE: If the microfilmed document is Less clear than this notice, it is dune to the quality oi the prigina.L document. 47Z ' £Z �f tZ (:)? 6l el !.1 el S1 tl £l Zt ll ('l, 6 8 G 9 S +. E Z L P41'4 0 !! �IIJI! Ihltt��liliilli��ll, �!!!! l! �; i����IJ)! lll: �llifll! l�1! �, �I. �L, �I�I,�JJ,,�j,�,�J!illili(Is #j!� iii iiii�ifi�!!a�,l�i1� illll�l�!li[�ilil�il�l ��!ii I )i�lili 1 ii {iii li {!ii! Iii! il! ii! Iiiiili! ii�! !ii {IIIi1!iii {iiilliiii {�iii1!! { 4...�,....�.......c..._.�..� X ; WteeREHOUSE BUILDING CB TYT 1 1RA 190 LAME CAUTION: Tirs COIVRACTOa tHALL must= st= EnR,EME CAPE I'0 NOT DAB OLYMPICS HIGH-PRESSURE UAS'L1NZ WUEN INSTALLING THE DRAINAM AND UTti1 'Y nano FOR TR s RUIthING. IE 18.81 8" N IE 20.00 8"S .r s - r GL24.55 G124 83 GL24.7d -� 1.24.38 iRA > i' J' CB TYPE 1 _ CB TYPE 1. ., G tAT ; �3. GRATE 24.1g Gan : 4.. IE 20,49 r N &SE IE 21.23 fr NE NW IE 21.48 WS IMMaligalbjnalinfilMnirAMOMMEar GJ 2.4 76 • PIPE 0.50 - 5.67- GL25.62 TC24. TC24,27 i3 EXISTING OFFICE BUILDING TENANT A E 1 .62 0 i2 "SE S&NE � GL2. OIL /WATERS ARATOR PAC INr PIP 12'- 1 O" LG X Pp! GRATE 26.1 IE 22.89 1 O" SW &N 1 1 EXISTIN ' GRATE 22.30 N. Sid IE 11.00 30 "W LE 11.93 30"S IE 09.83 42"N TE .1,1.05 24" E IE x�.i':40 18"E Lt 14LF OF FADS PIPE O O. % 612-3A }E 1 04.82 2 .JO 12''NW .. 8" SE TC2' S3 Tt5.26 9 .' OF was/ EA 0.69% TENANT GRATE 22,25 IE 15.50 1 IE 18.5 8 TE 18.33 8" YAT�D_P AIN , GRATE 26.0 TE 22.00 8" SW&NE B CB TYPE 1 GRATE 26.10 IE 19.03 1.2" N E .SW IE 21,36 8 "NE 0 GRATE 4.5 It,: 20.00- \JITL-mi 25.70 VICINITY MAP NTS 0 5LF OF ulnas .� -- PIPE 0 2.00 48LF F 18" AD PIPE 4.92% G 00 IE 18.5 8'"N T32. f 422, TC22. rt G 2 GL21 YARDDRAIN GRATE 26.4 1E 23.01 8'" SW &NW 0 i 0 • FINISH FLOOR 27.50 FINISH GRADE 26.50 TENANT C 26.05 6C8 P23.3.�_. � r CB TE 28 32 IE 18.44 12"NE&SW TENANT D COVER 2 �rIE 14.6 ` . IE 13.4 9LF` OF PIPE 0 1.1 G 1 3 N. S s r 1f W'S 6" E _cam GRATE IE 14.7 IE 15.6 ( .OII.,/WATER SEPARATOR //- PAC ININT PIPE 5108 --S / 11. _2" LG X 5' -.8" WA TL.3o ,�y' e�7e.� p/� x. S2 I" .3O 3.00% B TYPE 2 {'72" 5IF 0 15 PIPE 0 2.00% 28I.F OF WADS PIPE 0 8.18% S G TE 21.05 18.51 15" NW& 5`.?,3...8__.... vaw 1.00X etitomactsc; 0010116066:1615 111,161,1010011019% 325LF 01? 1 3 PIPE 0 0.40% C' rp.E 1 RATE X4.$2 GI,20.8$1 Ik: 17.80 2" SE&NE /IE 17.811 15" 9W PEA .38% 3.001% 23.63 TC23. 31 .01 391$ 0 �12" S -PIPE 0 .61% BUILDING, E1 I� GL Q•.; i. ,420.31 GL20.49 CONSTRUCTION NOTES: dilitaireglainglegagraintaintarla 41,6 SITE 1. AIL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CFFY OF T-CIW1LA'S STANDARDS AND SPECIFICATIONS. TrrIE GRADING, PAVING AND DRAINAGE CONSTRUCTION SHALL MT, OR EXCEED, CITY OF TUKV11J . REQ 2. THE CONI'RA € ,CTOR SIiALL PERFORM TIM GRADING AND PAVING, AND INSTALL THE DRAINAGE SYSTEM IN ACCORDANCE WTIH THE CITY OF TUKIII.&'S STANDARDS, INCLUDING COMPACTION DEGREE, PAVEMENT SECTION, BEDDING MATERIAL, »ACK'FILJ. MAULI IAL. OIL/WATER SEPARATOR CONSTRUCTION, TESTING METHODS, ETC.. 3. THE SITE GRADING IS BALANCED BETL EN THE krWITNG PRELOAD AND REQUIRED FM, ESTIMATED 0 30,000 CUBIC YARDS. THE PRELOAD WAS AUTHORIZED UNDER PERMIT NO GF- 069 -91. THE GRADING WU L BE PERFORMED IN ACCORDANCE Writ THE REPORT AND SPECIFICATIONS PREPARED BY GEO manaaRs, DATED 06/30/93. 4. M.A. 3EGALE, INC WILL PROVIDE 1" v. 20' SCALE IMPROVEMENT PLANS FOR THE WIDENNING+OF ANDOVER PARR WEST (EAST 2IDE ONLY) AND $TRANDER BOULEVARD (SOUTH SIDE ONLY) FOLLOWING THIS SUBMITTAL 5. THE BUILDING FINISH FLOOR ELEVATION I3 27.5 WHICH IS 2.5 FT ABOVE THE 100-YEAR FEM,A FLOOD PLAIN. TIM VERTICAL DATUM 11. Till KING COUNTY DATUM. 6. LOT CONSOLIDATION WILT. BE ACCOMPIISUED UNDER SEPARATE PERMIT. APPROVED) PER PUBLIC WORKS LETTER DATED CAD FILE NAME: STR ND6.DWG XREF = STRAND4 /201 GL24,73 , GRATE 20.60`_ -_ IE 16.02 12"W IE 13.86 3O N&s IE 1:x.91 18 "SE _7 t L24.ti2: PRIVATE DRIVE w.e..-..r...... __,,......Y. ,.,.......,..*w .........• ■•..•■•■ .w• • �GL23.22 61,21._,13 SITE PLAN CB TYPE .� ............. • ,.�. IL 18.00 12"�'Ip 1 to B 10.`33 +3"' &NE 1" +0 40' -t7' GL20.5 1 cny OF 1UK &'S APPROVAL THIS PLAN IS APPPOV) FOR CONFORMANCE WITH THE crry OF TW WILk "S i QUIEME TS, SPECIFICATIONS AND STANDARDS, AND CAN BE USED FOR CONSTRUCTION OF THE IMPEOVonavrs sum HEREON. 420,59 MA SEGALEI NC. T KWLL�i., WASING1 N ,cam Mat 1 i 40' Dom[ � 0 t 06/01/6 _ '. mast NONE SEGALE RETAIL CENTER S T/DRAD3AGE REVISIONS AB PER CITY/APPLICANT 48/'30/03 GRADING REVISIONS AR PER ARCHITECT RAINAt E REVISIONS AB PER THE APPLICANT AND CITY OF 07/21/03 . APPROVI DATE APPR0V D - --- " -.."°. =1st 2 ast 1Q GRADING, PAVING & DRAINAGE PLAN 201-93m r.'. .. ! 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II! 1!IIi!!IIIIIII!I!111111IIIIIIII f • Il.VIIIIIIIIIIjIII1111111I1III1111111I1III1II 1 9 10 11 MADE IN OZRM»1Y 124 • • CAUTION: THE CONTRACTOR SHALL If XCERSIZE IS XTR is CARE TO NOT DISTURB OLYMPIC'S HIGH - PRESSURE GASUNE WHIN INSTALLING THE DRAINAGE AND UTILITY SYSTEMS FOR THIS BUILDING. EXISTING 6" WATERILAIN TRAFFIC LANE TRAF'F1C LANE FLB R/THRUST BLOCKING 4. EX SY1NC LEFT 'TURN LANE TRAF' 1C LANE 1- -12'X8 REiM= w4 !i 1. I �liTTl S'IrORM DRAINA( SY�3 '9( —SEE S W /Box EXISTING ONCE BUILDING TENANT A W /Box TENANT B i6L„:"Fi1" DI PJPE -"''' FINISH FLOOR 27.50 FINISH GRADE 26.50 kilts rr30 rp es . TENANT 1IA W /BOX CONDUCTION NOTES -8 OW, / W /THRUST I3LO(ICING TENANT D 1-- 8°XErX ° BUILDING 1. ALL WORKMAIMP AND MATERIALS SItAIL CONFORM TO THE CI'T'Y OF TM/MA'S REQUIREMENTS AND SPECIFICATIONS. THE mum CONSTRUCTION SHALL SET, OR EXCEED, CITY OF TI KWIL A STANDARDS. 2. THE CONTRACTOR SHALL INSTALL THE WATER AND SEWER SYSTEMS IN ACCORDANCE VIM THE CITY OF TUKWI &'S STANDARDS, INCLUDING TYPE OF HYDAANTS, VALVES, BEDDING MATERIAL, BACKYILL =Tsui. COMPACTION DEGREE, CI,F.ANOUT CONSTRUCTION. THRUST BLOCKING, TESTING METHODS, RTC.. -C- S. THE CONTRACTOR MAIL CONSTRUCT MME LANDSCAPE IRRIGATION SYSTEM AS PER THE CITY'S STANDARDS WITH MIS APPROVED DOUBLE— CHECK VALVE AND EXEMPT METER. THE SYSTEM AND /MT= =AVON IS YET TO BE DETERMINED. 4. ALL WATT MAINS SHALL BE DUCTTIE IRON PIPE (CUSS 52) WITH A ILDLDIUM COVER OF 42 INCHIs (42*' ). RECEIVED MAR 311994 TUKWiLA rat1t:i.IC WoI✓kS CAD ME NAME: STRAND7.DWG .X.F = T,AND4 /2O1 17L? OF ea DI PIPE PRIVATE SITE PLAN OF TUK LA'S APPROVAL THIS PLAN IS APPROVED FOR CONFORMANCE WITH TfIE CITY OF TUKW/IX S RE QUIELEDITS, SPECIFICATIONS AND STA.NDA.RDS. AND CAN BE USED 7OR CONSTRUCTION OF TIE DIPR0V ?'TS SHOWN SON. FtifiA MNA EiI111111I11111 1U111111i.L#; 1lE. 2 3 4 1 Hutt; ( . notice, 1140114 11I IIWITP(►TIFFilTllf if the microfilmed document is less clear than this it is due to the quality of the original document. +MATED WV= LLETERS /PRV STATIONS Ag PER APPUCM"T O3 /30/94 WATER SYSTEM REVISIONS AS PER TEE Car OF TUKWILA 09 /21/93 DESIGN SANITARY T W AS PER APPLICANT 00/11/93 0/11/93 4\MINOR GNAL I�tON3 BY T E APPLCANT 08/31/93 WATER SYS'iKIL REVISIONS AS PER THE CITY OF TUKW1LA 07/21/93 Ow- vast 07/09/93 SEGALE NETS CENTER DATE APPROVED._ 9 1r) 11 12 { 0E 6Z 8Z L.Z 9L SZ 47Z ' CZ ZZ lZ o� of 8L 44 91 Sl 7l C! Zl a 01, 6 8 f I ' 1 � 1 i t I' iii if i �fi) i S i t .. ,... ... ..i...� ,.i.. ,� . „ I iiili�fiif iiiil;ili i!ii'�Iii iii�.liiilil�fiii i,li�lilf�,i�f,„ Iili�i ;,iii►i.!(ii';�'�li,(t!';iili Ali 'il�i t'I i'iiifll� �� �i { i ! 3i i !i it , i� , 1, <,:. _, �x G I,., 0.1 1 1 I i liEiiln�lini 10111 ,Ili ,4 i ii 1111 9 S +i C Z l YON U qiiiiiiiiillilL611111111111111111111111111111111110111111 i tint t111110111il1 WA's AND SEWER PLAN S hot Sections Aveasisk In it and 2s• heights to be triad to adjust so the mailroom allowable depth of P- 0• fret' finished grade to pipe tawot4. Lift hobs sae provided la act risen and leaUST be premed up from kath Wide sad outside to assure * watertight 9tfetcttnt• (rare Sections Yids Wit n swovWild with 1t' diameter luneeisouts on as lour stets 1earlt a :minnows well thickness of r. Lilt (toles ere provided Is � units sod t wST be grouted tip from both inside and oniOdtt 1* 'same a watertight onsttwre. • Gftesttones MI vents ore mawuractured to Om earerifiacatieess or the Department of Trenspertetiea surd taw APWA Standard Plan 8.1 Top Cone now art avall.We in WD• or 3E' heights. Eccentvk or concentric as requited. . Top Slab Standard aloft Is a vsUobla g° thick with 24• eta, etre effete access ayosebeg Precast Sections Standard stacks ore evadable to .t' t eut9t 3' Weltst. jw�es too aoatsd with rubber gaskets provided by f , sac.. Steps are avtilthie sit rasa s. Utt•bebas ato prevfd*d M s� unite tad MUST be precuts ap Stem both beside sod taunt*. to attars x watertight structure. Base Sections flaw laths are arailstaks h 2' through $ heights. Knockouts ✓ tiuoagh S• teases and r, 4' it r sensual' are awedleblo with various krrr+ckeut e.cnflgaradoae. Spacial knockouts or blackouts too sva(ishie ea tstparct. Maximum !sole aloe is 31<'. Mk ttast tSmoms between holes b $'. umminisoinision tIrsmiwAtuar Depth ill 36" "I 6* /III IIII ill ran . 11112211 Inside Diameter . Wall Thickness 2" 2 -11 " Bell D.D. 1 21" Bell LO. Bell Depth -2f8 Grate Diameter 13-7 Grate Thickness 7 ='1'tr Approx• Weight 300 lbs. 4t?f3 ills : 975 Iasi. Skimmer Oudot (Op6osat) ladle Wet Separator tit Ufa. by Poe. Wear twist Specifications All tadu at•� memtfacturred to *met Isle rrYgttirotttenu of ASTM C -478, tfta Department of Trttwpercaden and APWA Standard Plea II-221 or 11-234 weights Base Section _..........trail tbs. Vie Kiser Section ... K. Was. 1h• laser Sot 1i stn ...- •YO lbs. i• atfser Section .... 413 lb:s. Welont>r 4ex ?' k .......8.200 lbs. Additional footage .._,..Ir20 M. per Qt. 4te' Sectterte - ..-,.- ..92(1 *, . per ft. 4gse IN To Sis` ...1,11+0 lbs. 48•`x ?S' Cease ,,..,,,...,1,300 !b . dere 34° Corso _...Z,1$ lbs. 'a+ w IN - sP this is out moat *Stave product lot watequating . he quipent y consists of YM praosst vattk se inclined corns Ode separator meeuts. untied sludge withdrawal pipin a Ind otter associated *OM Tae is appliattion is the separation of 'tree cool from sto2tmider rvmafl, sgtalprneat yard drains. wash down operations and nsii r evtMe Witte ofl may so preterit. Terse ref barium when sin de gerirsy drainage occurs. When pumping ping of the oily water occurs. Ow cif present may be nvr`ddarrcaity cnw.Wed ad. Wiiti*Vitl dettreents an employed toc !:kiting. the es present may bet den►taify emulsified oft. Emulsified a removal (toed mechanical e v1 chernic.1) can be awed by adding so optional !imitator and Whet accessories to tins unit Og*tGN Rohl:AtomCali$ 411 Specific Gravity • Opttalin Temperature a 50' F • influstd Ceocenfreliea a I60Cpprn • s germ COOc Jd Oa .13ppm • Mlydfiitnt till Droplet Seaweed 60 ',scrolls Refer to tin w Want for fanner i So. R. if Mum atosratleo 1 s' Ferreprl These are used as inexpensive catch basins in residential and commercial projects. A knockout is provided to assist contractor in forming an outlet opening. Base slabs available. Special blockout provided as requested at additional cost. 13f17 MS 113e 1 lea- 1 12$' a',r.4'.r S' Ag Obits are a costilned g'l'ad rubber Laak.t ,,eoe tMg AS fel 0-443 specifications. QTTTjATCH _ BASIN riarr MANHOLE Gy ..'IA . L+ate t.S.:a is s \AV 1L6 2'&O G. P. S\A. Marrs oc...0 -f-c. sEOS iW. Gtz -l° 'S Plan View 224139 i so-v i• Access Opening Top Slab Standard .xstt u available tr' thick with ractangyisr ear rowed accost openings ea vtagndroA. Precast Sectieerts Steadi sd eMtlts are. atestiabtat let P t 1B• heights. Writs are • seated with rubber gashes prided by PPE, inc.. Steps on eatable en request. Lift hobs are provided Le s tuts *ad MUST be greened top frees boas cabs% and emtelde to ammo a watertight 22.1%2' se 26-1/2° Access Opening Optional 24' t:1ta. Acton Opening Bete Sect1 ores lime units are ''suable to 2' through U hoighte. 1�f ocic*tnd sp�toosei koockoracs or ckeots ere eveftabiu on rust. bissitsass hats saws is Sr. Mdolanno *mince be2woea hoists b I2'. Optional 24' data. At4*ii* Crprvi-4s.. S iiflcadiis Ail' emits ire sonmeSrnctisred to meet the r.�te of A$TMM C-47e, tka Deportment of T'renspartlattan mad APWA £tomfard Pion e-1. Top Slab Saersetard unit k available II* thick +ofth r•rcteogtaler tar rewind access openings es required Precast Sections Stasrdawal mitt 9•e available b 7 threes% , S• heights. Wadi are soaked with rubber ttatkett provided by PIPE, b►s:.. Steps aro sealable on rowan. Lift holm tee ; +revue' b► .pis aria and MJST be granted up frt,Ri both ledge auaai emuf8e to asastwe a uraterttght atrmctoa.. ease Sections ease wants are evsbeble Its 2' though Si' halghts. Plan View '4"-•-.11113r alai. Witter i>tlat Section A'-A Section 13011 knockouts 4° sled S' bases sod 3', tt° b 3' sec fleet arm sonSable with rodeos 3sstaost c.afigtsratktns. Spatial imttits1ewia or bleckor ss 4se seatiobl. $a ' rustic_ Matchnorn !bade alto to 36'. Minhow distance boxroom hoist is tt e Becton A -A i� Specifications - Ali emits are ttaaastfacte gad as motet the regecirr meats of ASTM C -'78, cif. c Departasaat of Trtutspertstlsa•t and APWA Stamford Pius ei-te WaiShta 44�a r ease ...- 3.200 65ee. Additional Footage ...,•S2rt lips. per ft. 40' Sections ..........1120 tbs. par ft. 4C'a t?'' Top Sisk ..1.,lfigi lbs. AB jaltet sera a confined misted robber gasket mom AS1'M C-443 s ;ifisceeltess. EEEZZESIZEMSWeiMBESI Secti€r C-C Section 8 -0 AA Watts tise a ceotinetf gaoled atber gasket rooming ASTM C.443 eelfieatieeva. 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EASEME rarmo n dT 6.5' 12" GUTTER 30.01 t/? WI'D'TH RIOT '-- OP'�1TAY: 3©.0 1/2 WIDTH RIM-OF-WAY 9 �a 11 THRU RIGHT 11' THRU R% N LANE 10.5' THRU LANE 23.5' + 0.5' t 10.5' THRU JANE TURN LANE 23.5' EXISTING CURB AND GUTTER TO BE REMOVED - 2.O% 2.0% ASPHALT CONCRETE(CLASS B), 6* COMPACTLPD THICKNESS A,SP Ti - TREA4TED BASE, 18' COMPACTED THICIC ESS TYPICAL SECTION V PARKEa f' SO I�iS ST 4 +00* TO STA 10 +00 0 *TRANSITION WIDENN1NG TO EXISTING STREET SECTION WIDEtrna+a 7.5' NEW CFA 6 12" GUTTER :p' ± S ; DEVELOPMENT SIE GEPAtL 0 10 for Presoak HA 12' Uw■ et a =to0402 aff paraded or 5_s is toe loasb4 away d . not owv obeneseL 24 8e' tot. lir &um.. Conerete P*acaet Core Bowdon • Mr-It-Sara! • • • 12" Tom. e man. Slaps /SW/ to note 4i1 r sun Cam Molds Drop Oen 0.1' Men 1.5 r tat. 101 nes !C1 r Sae 5-0. t6urter Ceeket t} trres,t ors AO Jousts. Stop Soo Doled •• 2°.; 0/4/.1; •,', ,,•1, rfix C (brad Channel az Chao Cott. Shot fe Add Smooth Meech with She Cowed litre with 1/2' ;ampule. a' STORTZ Y A& Crlu%sad ii+eal7 12• Mks. ACCESS, CHANNEUZATION, r - & STEP DETAIL Protest Bees FIRE HYOSAi4T TO 8 PM= WITH TWO COATS OF ° RUS1CAI ' 1858 YELLOW CLOS. HYDRANTS ME TO EOJAL MUELLER fs•-•2.$. MUt1L XR 11k -415. OR CLEM MALLON ;Iff -2545. HYDRANTS MAIL CCNF0 i 70 & J,. SK.0110ATVONS C 502.54: Si4Au. Oi COMPRESSION TYPE MD SHALL HAVE A MO PRECE IM MO ?U$OE WITe4 MREA IND TOWLE AT THE =ARID UNE Olt S1i39s SI•,E. HAVE A SELF-0lJN 0W SONNET eat FACTORY FILLED RESERVOIR MUMS APPROXIMATELY 5 OUNCES OF DR,.. OIL RESERVOIR S*w.&. 8E SO OESIONED IS TO GIVE A COMPLETE LUORCATTOV4 Of SOWS EACH TD* TM MOAANP IS optso'TED. THE UP PTA STEM SHALL HAVE A MASS UMW. r SIDEWALK PER C80 STItNOM X\ \.,.`* \x.\ \A CURS GLITTER PINISNE0 PAWEMENT. 1/2' SU VALVE 30x DUAL Match Maim Dopes WED3t CATE VALVE THRUST � PROVIDE py awy Him 3' Rt Het. 10' '"CAST SMIM TEE (CEMENT UMW W T CO.EfL IJNOLSTVREIED SOIL NOTES; 1/2 YD. T'E'A GRAVEL OR WASHED ROCH ( 3/8' TO 3') PION DUrY1L>" 2 -3/ ASPHALT COATED rts... SHACKLE RODS. SEE 81.0(XIM OVAL UNDISTUROED SOIL FLAN5t J12tar A. MYOf' 415 SHALL 8E MOPED MTH TWO 2 1/2" H.S.T. HOSE PORTS MO Ofd 5' SIORTZ PUMPER DISZNARCE pow. Arco 'Ydu.. HAVE A 1 1/4' PENTAGON oPEN -uFT ontaTINC NUT. iiYDRACPS S6t*u. HAVE A 8' 11.L 30TTOIA COMECTION MO 5 1/4 MN VALVE WOWS, MO MAU. WVE i r MOVE GRADE LEVEL. 10 114E CENTER Of THE Pt MPER DiSDIARCE PORT. 0. MOE w 4 HO CURS * GUTTER IS INSTALLED. nu maw. $WIJ SE LUCA= (9A RRMATION R STREET MI ER UUE) CLOSE TO f8OPE7tTY CPC. C. T1ONS TO 8E P£F1 .T S STAMP PIM AND Rt'sCIDIRDLENTS Of TUK1t1LA MUNICIPAL CODE 14.24 AND art °ROMANCE ':llerY:L%.k- ta't #.td.,fl lii.o:'�.�''' ` '.%'6.P. Jb krYd3+1%LVC.'1 ,:..f• ✓Z �:... �. :� r .::v :7. •;,,'� �..f.Sik�.aa�Ffs,N}bo.;frii:± Nc�.. ,.; 111 111 1II 11; i(I 111 111 1(11111 I(1 11! 11 114 111 I(I ll� �1j11IIIJIj1�411�IJ1(II jljijijlijl,jijl�( � �.,1 ?OTNS .NCI-1 1 '/mil 3 4 5 6 '7 a NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. FIRE HYDRANT ASSEMBLY & STETTING DETAIL_ '• , . II�L(`1( ICI( Ij! (III(Ijl(III(III(III(Ij1(ill(Ij 9 10 11 MAD" JERAIANY 12 SWAM FOR 11 1/4' -'. 2 1 run sat ) v 4 ( ,*) Cu. rt A O D O L (44) 4 11 1/4 S 3.0 4/4 2.0 V.4 M 112 t 7 3.11 4 11 1/4 1 2 3/4 2.0 30 1i2 41 3.5 a 22 1/2 47 70 3.1 4.1 3/4 .3.0 10-12 30 11 11 ba X3//4 3`/3 �B,,,QS J.61 30 1S2 8.1 18 11 1/4 70 4.1 7/6 3.0 30 1/2 1' 3 5.7 1 1/ 4.0 10-20 ZB ;A 2i 148.1 17 a4 a 30 330 i 5., 1 3/a 4,3 24 11 S/4 125 9.0 1 3.5 300 1 /I 320 480 ILO .4 i 1 8/8 5.,i' V1 RTIC4' f. Fort 45° ems A 4S 30 3.1 3/4 3.0 A 48 a 123 5.0 116 7078 7.4 131 /8 4.0 20 120 9.4 1 3/8 4.5 NONE: CONCRETES 5%Od4k6 SAM ON 200 PM PROSSURE AND 2500 PSI CONCRETE. CAPPED CROSS FLANGE • 1141_!t Alt, PIPE CLAWS SEE maTE 7 46 41.0001413 #or 11 1/4°. 22 1/2 °. 7.1e14. AND 20G pesos CONCRETE BLOCKING 1o° R13 THRUST SUDOM tilt. tIterIng Area Ageless! Tl4Tlllr 1313 3 10' le 7 14' 1 12' 10 8' 22 111 «a za 20' 43 zr 34 87 35'• 145 27 11 1 4 s 10 14 11 31 35 41 so 57 125 22a 2 4 a a 12 18 24 22 33 35 78 0 (t E (24 1 1 3 1 2 5 6 8 3 10 3 13 13 a e 24 is 55 27 36 1. Sowing area of cersar.sto threat...week based on co 0Pal PTel .ire cad ado pa bearing iced pounds per teem feat. 2, sea id tWtaother p oboe, , tarred 3. 1/4 apace East beorkes 4. boar ' fittings Orgy end or may- of � T to oRittebone RA toot prassura se Wfa so ender terelktene o IL. Thrust bock to owetielartnt to set es ° sgrwrrt � therefore R of must bs WSW otwtvea be the We o. Peerars the r rotueA 7. The quern* °l• eater** depend teem the eitat new , pipe arid the ondfirped set CITY OF W.A' APPROVAL I'WITS ME CITY OF TUR111Y-X3 PUN LI APP O R $�l�j p� C .t*LL+WICA►:YGANS AND A/4DARD8, AND C S R CON QN 07 UR IMPROVEUENTS O N. DATE iT TEE W,/ PLUG 46 11111111100 11 1 /4°SENO OE 6Z 8G LZ 9Z SL ''Z sz Z7, lZ OZ 6t 8t Lt 9l St ht CI. Zt tl 0L 6 8 L 9 T � 1 IIill�lll!im11144!lllli�ll thull 1 !Illllllfll!lllill�!lili!!!Iir� roll iII aiilii!I!Ilial lli�! II!IIl►1!1(Illiluill� I L �,JII!IIIIdjbl!� II Ilfllll! hl�ilhILII !tilt hrolililli!IIlludiili I!f!{!Iilli!!bli itujIfl!I I!I11Ili iIIII!il! I!1;l111111ii11llliifi!liliil • TEE 11/0 PLUG MUSD E MAULER PIPE 8 C 111111111441, APPROVED PER PUBL(O WORKS LETTER DATED i CAD FILE Nom: STR, fiI1311.DWG /20 MAsEGAL1c. One � ,w i & sum AS SHOWN eanN u DRU . a' O?/2/ 3 WPM NONE STRANDER BLVD/ANDOVER PAS 'WEST KENNING IMPROVEMENTS Vits DETAILS STREET SECTIONS 201 --03 To: From: Date: Subject: 11 11 11.4 i 11 14. t 11 HANDICAP RAMPS(2) 30+11.69 STR BLVD= 10 +00.00 .AND PK �i!• oleo w ICAP S(2) GL22 TC25.22 STRANDER BOULEVARD - S- TREE'`P LIGHT SHALL -BE RELOCATED -=77-2" SIGNAL DUCTS 4 The Development File John A. Pierog, Public Works Department September 24, 1993 Seciale Retail Center 300 .Andover Park West Project No. PRE92- -027 Storm System Revisions 11 10.5 '0.6 The attached plan was revised on September 23 and received on September 24, 1993. The revisions are along Strander Boulevard, are in accordance with Public Works comments, and have been stamped approved. Attachment a!s cf: Permits (w/copy of plan) City Utilities Inspector (w /copy of plan) JAP /jap /-le Vole- e- eV, ✓'�'�'.- /%'�.. oa.�'xCr .r Y�j�Frxik, 0// elaiii'2 `. CONSTRUCTION NOTES: 10.5 28 26 24 22 GL24.43 TC24.93 31 8LF OF 8" RC MY 0 5.00% EXISTING 8" STORM DRAIN us M 35 E 1 GHAT ,4Q._ IE 20.59 12"W IE 22.53 8"S&SE (44,=. 14712 OF 12"D1 PIPE 0 0.40% 2 17LF OF-8 DI PIPE O 0.50% 45% LIGHT SHAIaL BE D 33 CURB GRATE 24.45 IE 22.95 8"N RAMP RELOC XIST .�_'YP L GRATE 24.60 1E 18.81 8 "N IE 20.00 12 "E IE 22.55 8"S PLAN SThANDER BOULEVARD STA 30+11.8 TO STA 35+50.00 SCALE: 1" = 20' \GL24.63 TC25.13 -4124 1 TC24.62 C. RED IN GRATE 24,12 IE 22.62 8" N CAUTION: GL24.43 TC24.93 THE CONTRACTOR SHALL T XCERSIZE EXTREME CARE TO NOT DISTURB OLYMPIC'S HIGH -- PRESSURE GASLINE WHEN INSTALLING THE DRAINAGE AND UTILITY SYSTEMS FOR 'THIS BUILDING. 34 35 GL24.86 TC25.36 C'RB INLET GRATE 24.55 1E 23.05 8" Imo' 1. ALL WORKMANSHIP AND MA'TE'RIALS SHALE.. CoNFOfl L TO THE CITY OF TUKWlf.A`S STANDARDS AND SPECIFICATIONS. THE GRADING, PAVING AND DRAINAGE CONSTRUCTION SHALL NEU, OR EXCEED, CITY OF TUK ILAA REQUIREMENTS. 0 16T1.131NCN , 2 CURB INLET GRATE 24.45 IE 22.95 8"N EXIST C13 'TI'''E 1 GRATE 24.60 DI 18.81 8"N IE 20.00 12 "E IE22.558 "S QUUERLINE(SO SIDE ONLY) PROFILE STRANDER BOULEVARD CITY OF TUKWILA'S APPROVAL STA 30+11.69 7'0 STA 35+50.00 APPROVED PER PUBLIC WORKS LETTER DATED 44 CURB INLET GRATE 24.12 IE 22.62 8"N THIS PLAN IS APPROVED FOR CONFORMANCE WIT "HE CITY OF `f't3 ILA. ' S REQUIEMENTS. SCALE: 1" = 20' (H); 1" = 2' (V) SPELiLF'ICAT'ION3 AND STANDARDS, AND , CAN BE USED FOR CONSTRUCTION OF THE :PROVEMENTS SHOWN HEREON. COMPLETE REDESIGN OF STORM DRAINAGE SYSTEM ON S. SIDE OF STRANDER BLVD TO MINIMIZE CONFLICT '/ OLY GASLU E. ELECTRICAL DUCTS AND TELEPHONE DUCTS; CHANGE PIPE TO DUCTILE IRON AND CATCH BASINS TO CURB INLETS 09/23/93. CB 1._ GRATE 24.46 1E 20.59 12"W IE 22.53 6" a&SE if - 1;r 1�� ` i:�`�'�1�1�': "r:_��r'� �1 1l1 1 {1 1 TH 4, 4 j1: dC/3 4 5 6 7 8 ' Wit: If the microfilmed document is less clear than this { notice, it is due to t 2 oc 6se Se Lz 97, 9Z 47z EZ zZ tz OF, 6L Bt Lt { I III!illii!hA!! !! iii !1!II!i!II!i!iliiiilil!illliho !uliRa uldl!llhudi111pkA404iij 1iJ6 he quality of the original document. 9t 5L *t et Zl tt Q . 6 8 411, iiJ, lli,,,i•101 J!+11i1,411.1, !iy1,l IkiI1I�■41(1i1j4!.I11!IJJ,1 ,!!!!6 APPROVED BY: DATE APPROVED ` 1,111111111111 111 9 y 10 11 Wt..E14OE ?11^1, 12 L; 9 5 tl C Z t "VI 0 1116416111016114H 28 26 24 22 CB TYPE 1 GRATE 24.55 IE23.05WNW CAD nix NAME: STRAND 11.DWG /201 MA. SEAL, INC. TUKWILA, WASHINGTON Mu) dim -M100 to u� in ; 20' t�ri15 rg: DRM. �ar� 137/26/93 NONE STRANDER BOULEVARD WIDENKING 6 or 10 mil lint ---Ti--itern6 MAIM STREET AND STORM DRAINAGE 201-93XXX IMPROVEMENTS --30 +11.89 TO 35+50. - " CV E'° cji - t.Q 1 L • EXISTING GUTTERLINE(S. 4 PROPOSED GUTTERLIN . --...1109.% SIDE ONLY) PROFILE (S. SIDE ONLY) PROFILE .. • is = ' +0.45% _ --- '--- - ___ ea. .� _. _ .... p� y,(� 5 i /O .. ., 7512 OF 8"D1 PIPE 0 0.69% 147 .... . . OF 12"D1 PIPE 0 0.40 :e 1. ALL WORKMANSHIP AND MA'TE'RIALS SHALE.. CoNFOfl L TO THE CITY OF TUKWlf.A`S STANDARDS AND SPECIFICATIONS. THE GRADING, PAVING AND DRAINAGE CONSTRUCTION SHALL NEU, OR EXCEED, CITY OF TUK ILAA REQUIREMENTS. 0 16T1.131NCN , 2 CURB INLET GRATE 24.45 IE 22.95 8"N EXIST C13 'TI'''E 1 GRATE 24.60 DI 18.81 8"N IE 20.00 12 "E IE22.558 "S QUUERLINE(SO SIDE ONLY) PROFILE STRANDER BOULEVARD CITY OF TUKWILA'S APPROVAL STA 30+11.69 7'0 STA 35+50.00 APPROVED PER PUBLIC WORKS LETTER DATED 44 CURB INLET GRATE 24.12 IE 22.62 8"N THIS PLAN IS APPROVED FOR CONFORMANCE WIT "HE CITY OF `f't3 ILA. ' S REQUIEMENTS. SCALE: 1" = 20' (H); 1" = 2' (V) SPELiLF'ICAT'ION3 AND STANDARDS, AND , CAN BE USED FOR CONSTRUCTION OF THE :PROVEMENTS SHOWN HEREON. COMPLETE REDESIGN OF STORM DRAINAGE SYSTEM ON S. SIDE OF STRANDER BLVD TO MINIMIZE CONFLICT '/ OLY GASLU E. ELECTRICAL DUCTS AND TELEPHONE DUCTS; CHANGE PIPE TO DUCTILE IRON AND CATCH BASINS TO CURB INLETS 09/23/93. CB 1._ GRATE 24.46 1E 20.59 12"W IE 22.53 6" a&SE if - 1;r 1�� ` i:�`�'�1�1�': "r:_��r'� �1 1l1 1 {1 1 TH 4, 4 j1: dC/3 4 5 6 7 8 ' Wit: If the microfilmed document is less clear than this { notice, it is due to t 2 oc 6se Se Lz 97, 9Z 47z EZ zZ tz OF, 6L Bt Lt { I III!illii!hA!! !! iii !1!II!i!II!i!iliiiilil!illliho !uliRa uldl!llhudi111pkA404iij 1iJ6 he quality of the original document. 9t 5L *t et Zl tt Q . 6 8 411, iiJ, lli,,,i•101 J!+11i1,411.1, !iy1,l IkiI1I�■41(1i1j4!.I11!IJJ,1 ,!!!!6 APPROVED BY: DATE APPROVED ` 1,111111111111 111 9 y 10 11 Wt..E14OE ?11^1, 12 L; 9 5 tl C Z t "VI 0 1116416111016114H 28 26 24 22 CB TYPE 1 GRATE 24.55 IE23.05WNW CAD nix NAME: STRAND 11.DWG /201 MA. SEAL, INC. TUKWILA, WASHINGTON Mu) dim -M100 to u� in ; 20' t�ri15 rg: DRM. �ar� 137/26/93 NONE STRANDER BOULEVARD WIDENKING 6 or 10 mil lint ---Ti--itern6 MAIM STREET AND STORM DRAINAGE 201-93XXX IMPROVEMENTS --30 +11.89 TO 35+50. - " se. a. w ,•. 11 11 11.4 11 11 4 I \\•• 30+11.69_ BLVD 10+00.00 PK W meta 11 10.5 1O6 i 28 26 24 22 CONSTRUCTION NOTES: ----------- • rolk „.; M eM '.4 STREET LIGHT SHALL BE RELOCATED .=. -. -:.V......_.•= ••.___ • 2-2" SIGNAL DUCTS r GL24.43 TC24.93 GL24 7 TC25.22 31 STRANDER • OULEVARD 12" Hja-th A E' (OLYMPIC PLPELINE) 32 .EAST_- CEO' GRATE 24.60 IE 18.61 8 "N IE 20.00 6" S CB TYPE 1 GRATE 24.45 IE 20.49 8" SE&N PIPE "ADS .1g o 1481. ' of 841=i8. IPE 0,50% -- s a. .4 10 ''T.JIG- . .3HALL BE RELOCATED GL24 Q TC25.13 SEGALE R E T A I L C E N T E R PLAN STRANDER -8TRANDEFf BOULEVARD STA 30 +11.89 TO STA 35 +50.00 SCALE: 1" = 20' 33 C�_TXPE i GRATE 24.12 2 IE 21.23 8" NE &Nib GL24.43, TC24.93 CAUTION: THE CONTRACTOR SMALL EXCERS1ZE EXTREME CARE TO NOT DISTURB OLYMPIC'S HIGH - PRESSURE GASLINE WHEN INSTALLING THE DRAINAGE AND UTILITY SYSTEMS FOR THIS BUILDING. 34 �II 35 NgL24 X56 TC25.36 045% CB VP GRATE 24.55 IE 21.46 8" SW 1. ALL WORKMANSHIP AND MATERIALS RIALS SHALL CONFORM TO TIM CITY OF Ti ICWI 'S STANDARDS AND SPECIFICAT /ONS. THE GRADING, PAVING AND DRAMA= CONSTRUCTION SHALL NIT, OR EXCEED, CITY OF ATKRIA REQUIREIMNTS. d i ZF J1 f:i x '17A 1%���t�'+ v. ",:!',2' f r S`f lY, ?YU•nt.'/ °..'•.. 91 '*. R. �.? -Jsc r :.•F.:�H , +ytry ?is 'artt •Y,. .. iFf CD TYPE 1 EX1ST CB TYPE 1 T. 24.45 C GRATE 24.60 IE 20.49 8" SE&N 1E 18.81 8" N IE 20.00 8" S GUTTERLINE(S0 SIDE ONLY) PROFILE STRANDER BOULEVARD STA 90i11.69 TO STA 35+50.00 SCALE: t' = 20' (H); 1" = E'01) Y+ ,., ' y F, Y^ y4 L 1•,.. err 3": :r .f lii'. I iii I i l l IIIII, I i (I I 16 THS INCH 1 2 ; /3 4 1 NOTE: ; t L '4't'''''''' ,v,•: I °I �E��'k iilfffl ! il I fi11 11 I l : 5 6 7 g If. the microfilmed document is less clear than this notice, it is due to the quality of the original document. o GZ ee LIll. 9Z SZ +rZ cZ ZZ tZ Q' Flit 9L Lt 91 5t hl IIIi1111IIiIII11i11I�1111 11111i1I1111111111111111iII� 1111111111lk (:illl1.11lJlbitt1i�ili(;111.0 141jLll 1111i111(J�I!j� ll�j 1, 1111 1,11ll!1i:1111111 ". i r,.i - ,�, CB TYPE 1 GRATE 24.12 1E 21.23 8" NE &NW 28 26 24 22 CI3 TYPE 1 __ GRATA: 24.55 IE21.46WSW APPROVED PER PUBLIC WORKS. LETTER DATED "/0 ` r2 CAD FILE NAME: STRAND 11.DWG/201 CITY OF TUKWILA'S APPROVAL THIS PLAN IS APPROVED FOR CONFORMANCE WITH THE cm OF TU ILA*S REQUIEWOITS, SPECIFICATIONS AND STANDARDS, AND CAN BE USED FOR CONSTRUCTION OP THE D 'ROVOMM TS SHOWN HSREON. APPROVED BY: DATE 1 `iT4i14111111il I'11 III i�j11111111111l` ter 9 10 11 >.4AOEIN OERIAAN„ 12. • Ct Zt R O(, I6 0 LI , 9I G / C Z t v m 0 1111111IIi11111 {iLIIIIIIIIIIIIIIIIIIIIII MIIIIIIIIIlil 111111.11 1Ii11i1111111111111111111111111111111lil !111II11111111111111111111 1 ;1113 . , SEGALE INC. TU`It+ A, WASfINGTJN (No sts-talo 1 1� 2O , :D .17 Ant 07/28/93 = NOF STRANDER BOULEVARD KENNING 4-- - - STREET AND STORM DRAINAGE IMPROVEMENTS-30+11.69 TO 35 +80 • 6 en 10 201-r93) Sri dam rte.: >. :, .16*,?• c... t..r'_. st:I; sl+^at e CO Ls- CV c� - - - 4 Nil c cc\itt) -, _ 1 - EXISTING GUTTERLUNE(S. PROPOSED GUTTERLINM .,__ SIDE ONLY) PROFILE (S. SIDE ONLY) PROF[ CI - Q.2.4Z. / - 1.09Z , -0.38% +0.45% -- 0, J% r ....„...,._ . --_ __ +0.57 - - ...- ....- •••••■••■■ 76L�' OF 8L, �S PLPE �s..0. � A ..�..�. ..... S -� ,�..* 1 _ _ ... _ . •F IS' AD PIPE ► O.50 1. ALL WORKMANSHIP AND MATERIALS RIALS SHALL CONFORM TO TIM CITY OF Ti ICWI 'S STANDARDS AND SPECIFICAT /ONS. THE GRADING, PAVING AND DRAMA= CONSTRUCTION SHALL NIT, OR EXCEED, CITY OF ATKRIA REQUIREIMNTS. d i ZF J1 f:i x '17A 1%���t�'+ v. ",:!',2' f r S`f lY, ?YU•nt.'/ °..'•.. 91 '*. R. �.? -Jsc r :.•F.:�H , +ytry ?is 'artt •Y,. .. iFf CD TYPE 1 EX1ST CB TYPE 1 T. 24.45 C GRATE 24.60 IE 20.49 8" SE&N 1E 18.81 8" N IE 20.00 8" S GUTTERLINE(S0 SIDE ONLY) PROFILE STRANDER BOULEVARD STA 90i11.69 TO STA 35+50.00 SCALE: t' = 20' (H); 1" = E'01) Y+ ,., ' y F, Y^ y4 L 1•,.. err 3": :r .f lii'. I iii I i l l IIIII, I i (I I 16 THS INCH 1 2 ; /3 4 1 NOTE: ; t L '4't'''''''' ,v,•: I °I �E��'k iilfffl ! il I fi11 11 I l : 5 6 7 g If. the microfilmed document is less clear than this notice, it is due to the quality of the original document. o GZ ee LIll. 9Z SZ +rZ cZ ZZ tZ Q' Flit 9L Lt 91 5t hl IIIi1111IIiIII11i11I�1111 11111i1I1111111111111111iII� 1111111111lk (:illl1.11lJlbitt1i�ili(;111.0 141jLll 1111i111(J�I!j� ll�j 1, 1111 1,11ll!1i:1111111 ". i r,.i - ,�, CB TYPE 1 GRATE 24.12 1E 21.23 8" NE &NW 28 26 24 22 CI3 TYPE 1 __ GRATA: 24.55 IE21.46WSW APPROVED PER PUBLIC WORKS. LETTER DATED "/0 ` r2 CAD FILE NAME: STRAND 11.DWG/201 CITY OF TUKWILA'S APPROVAL THIS PLAN IS APPROVED FOR CONFORMANCE WITH THE cm OF TU ILA*S REQUIEWOITS, SPECIFICATIONS AND STANDARDS, AND CAN BE USED FOR CONSTRUCTION OP THE D 'ROVOMM TS SHOWN HSREON. APPROVED BY: DATE 1 `iT4i14111111il I'11 III i�j11111111111l` ter 9 10 11 >.4AOEIN OERIAAN„ 12. • Ct Zt R O(, I6 0 LI , 9I G / C Z t v m 0 1111111IIi11111 {iLIIIIIIIIIIIIIIIIIIIIII MIIIIIIIIIlil 111111.11 1Ii11i1111111111111111111111111111111lil !111II11111111111111111111 1 ;1113 . , SEGALE INC. TU`It+ A, WASfINGTJN (No sts-talo 1 1� 2O , :D .17 Ant 07/28/93 = NOF STRANDER BOULEVARD KENNING 4-- - - STREET AND STORM DRAINAGE IMPROVEMENTS-30+11.69 TO 35 +80 • 6 en 10 201-r93) Sri dam rte.: >. :, .16*,?• c... t..r'_. st:I; sl+^at e .a wesumakemetameammeramasir 1 1 SNEWORIiMENBUIVEMENi SI cc 4:( cc !3J z ct:c 1' \\ SIP AL CONTROTJER ABOVE G E--THE CONTROLLER SHALL BE RELOCATED NAL J BOX SHALL BE RELOCAfli, CTRICA J BOX LL BE RELOCATED 1 DETAIL U11LFY RELOCATION SCALE: i• = 10' f� SIGNAL POLE SHALL BE RELOCATED 30+11.69 _STR BIND 10+00.00 ATDPEW Z 1 SIG id r -7.========= • STRANDER BOULEVARD CHANNELIZATION Ti2ANSiTION FROM S. TO N. .4 w G ,24.86 2 ---2" SIGNAL DUCTS 36 GL24.76 C26.26 EXISTING 12" HIGH - PRESSURE GASTiINE(OLYMPNC PIPELINE) CANON: GL24.72 :22 S GNAT, POLESHALL BE RELOCATED '✓ 2---2" SIGNAL DUCTS ONWINEINIUM 91618101 NM= IINWHI -EXISTING 12" HIGH-PRESSURE GASLINE(OLYMPIC PIPELINE) cL24.43 TC24.93 J BOX SHALL BE RELOCATED STO; DRAINAGE MA.NHOLE- OLE SHALL BE ADJUSTED r,.r if '41 CALLY TO FTr THE NEW ti MERIT. VE PA LIGHT POLE SHALL BE RELOCATED HORIZONTALLY STORM DRAINAGE MANHOLE- MANHOLE SHALL BE REMOVED AND THE EXISTING PIPELINE PLUGGED ONCE THE SILTATION POND IS NO LONGER NEEDED. ELECTRICAL GEAR BOX ABOVE GRADE - NO ADJUSTMENT REQUIRED BURIED ELECTRICAL ICAL VATJLT- TOP SLAB SHALL BE ADJUSTED VERTICALLY TO ITT THE NEW W SIDEWALK. TRANSFORMER SOX ABOVE ( GRADE- . BOX MAIL , .IL BE I LOCATED MORI2ON'TALLY ELECTRICAL J DOX SHALL BE RELOCATED j 4.4 t Tr.:. —Mw ELECTRICAL SIWCHING CABINETS ABOVE GRADE --. CABINETS SHALL BE RELOCATED THE CONTRACTOR SHALL EXCERSLZ EXTREME CARS; TO NOT DISTURB OLYMPIC'S HIGH-PRESSURE GAMINE WHEN INSTALLING THE DRAINAGE AND UTILITY SYSTEMS FOE THIS BUILDING. S E G A L E RETAIL 36 .7.' 3,7 C E N T E R it I PLAN STRANDER BOULEVARD STA 35 +50.00 TO STA 38 +00.00 SCALE. 1" = 20' 37 9,8 38 li! Iii lil lil lii lii lil lil lil lil IIIIIiIIf�illil Ijl.lil (. lil i Will it I ►IIIli►Iii�_� -�1 � Ii �! 0 16 TM5 INCH 1 2 ✓tpl�f 3 5 NOTE: if the' microfilmed f GUTTERLINE(S0 SIDE ONLY) PROFILE STRANDER BOULEVARD STA 95+50.00 TO STA 38 +00.00 SCALE: 1' = 20'(H); 1" = 2'(V) CITY OF T' LA'S APPROVAL Taw PLAN IS APPROVE}) FOR CONFORMANCE irrni THE CITY OF TUKWILA" S REQUIEMENTS, SPECT 'IC.ATIONs AND s`I'AN'DiARDS. AND CAN BE USED FOR CONSTRUCTION OP THE /MOVEMENTS NTS SHOWN HEREON. APPROfD :...�:...�,.�....r.._.... -�. UATE APPROVED' G�i�' 111111N11111111111111111 document is less clear than this r �ifi1�J9�� fat / .•. r: s °: > r'p. .ji ,;1J1' li 4 L IIVIII!iil1. ,,II!, !11 !1!'1 11' ;1!11111 11 . _ r 1 Q 11 ',AUE IN GERMANY 12' notice, it is due to tit:: quality of ae original document. �£ 6Z 8L Ce 9Z 5Z *7Z ea ZIL lZ OZ 61. 81 Ll 91 G 47l Et Zl li 06 6 8 G 9 9 ry C Z l P4 V4 O �IIIIIIII!Ilill�Il!� HIbliIIII�II!II!!II!I!I�wdi! !illilll4.I.�IIII�IILUI; I�!'�IIa viii )t!11il!IIIII!i1►fl; '�llI1I'1��,!I�� III��ili! � 1 IIIIIjiI I (1llilill!lllllli!II!I!!I!I!il! !II►IIII►!Ilil! (!UIIIIII II i!!!II!1!I{1!!!I!!!II!d ! ' �I I� II I f � .;. ,... !. I, rli�llIIIIIII.,II�IIlIIi� {II,I� I III t STRANDER BOULEVARD WWENM G 10 STORM DRAINAGE . 201 -�9ov MINTS »- 35+50 .TO 33+00 28 25 24 22 APPROVED PER PUBLIC WORKS LETTER DATED . CAD TILE NAME: STRAND12.DWG/201 14_ SEGALE, INC. UKWILA, W.ASI G1i'ON dN. st) mak 1A = 20' um 07/20/93 STREET' D IMPROVE �. DRM NONE ................ co V r c cki GL24.76 1 eo c;a EXIST CQ -PRO ' N G GUTTERLINE(S. SIDE OSED GUTTERLINE;S. SI 1 (to ONLY) PROFILE E ONLY) PROFILE ci TA 37+ ] J 04 0 +0.45 +0.66 % -- ... - . ..�-- �--..- . ,�l..b r-. li! Iii lil lil lii lii lil lil lil lil IIIIIiIIf�illil Ijl.lil (. lil i Will it I ►IIIli►Iii�_� -�1 � Ii �! 0 16 TM5 INCH 1 2 ✓tpl�f 3 5 NOTE: if the' microfilmed f GUTTERLINE(S0 SIDE ONLY) PROFILE STRANDER BOULEVARD STA 95+50.00 TO STA 38 +00.00 SCALE: 1' = 20'(H); 1" = 2'(V) CITY OF T' LA'S APPROVAL Taw PLAN IS APPROVE}) FOR CONFORMANCE irrni THE CITY OF TUKWILA" S REQUIEMENTS, SPECT 'IC.ATIONs AND s`I'AN'DiARDS. AND CAN BE USED FOR CONSTRUCTION OP THE /MOVEMENTS NTS SHOWN HEREON. APPROfD :...�:...�,.�....r.._.... -�. UATE APPROVED' G�i�' 111111N11111111111111111 document is less clear than this r �ifi1�J9�� fat / .•. r: s °: > r'p. .ji ,;1J1' li 4 L IIVIII!iil1. ,,II!, !11 !1!'1 11' ;1!11111 11 . _ r 1 Q 11 ',AUE IN GERMANY 12' notice, it is due to tit:: quality of ae original document. �£ 6Z 8L Ce 9Z 5Z *7Z ea ZIL lZ OZ 61. 81 Ll 91 G 47l Et Zl li 06 6 8 G 9 9 ry C Z l P4 V4 O �IIIIIIII!Ilill�Il!� HIbliIIII�II!II!!II!I!I�wdi! !illilll4.I.�IIII�IILUI; I�!'�IIa viii )t!11il!IIIII!i1►fl; '�llI1I'1��,!I�� III��ili! � 1 IIIIIjiI I (1llilill!lllllli!II!I!!I!I!il! !II►IIII►!Ilil! (!UIIIIII II i!!!II!1!I{1!!!I!!!II!d ! ' �I I� II I f � .;. ,... !. I, rli�llIIIIIII.,II�IIlIIi� {II,I� I III t STRANDER BOULEVARD WWENM G 10 STORM DRAINAGE . 201 -�9ov MINTS »- 35+50 .TO 33+00 28 25 24 22 APPROVED PER PUBLIC WORKS LETTER DATED . CAD TILE NAME: STRAND12.DWG/201 14_ SEGALE, INC. UKWILA, W.ASI G1i'ON dN. st) mak 1A = 20' um 07/20/93 STREET' D IMPROVE �. DRM NONE hr .1 26 24 22 20 0.60% ANDOVER PARK WEST 4 GL21.40 TC21.90 901.E OF #4 12'II E- -=i 0.30% LIGHT POLE SHAD BE RELOCATED CB TYPE 4 GRATE 22.25 - IE 18.58 8 "S IE 15.50 18" W IE 16.33 8" NE GL22.01 TC22.51 CB TYPE 1 GL23.34 TC23.84 GRATE 22.00 \GL22.95 IE 18.8: 8"N TC23.45 BURIED ELECTRICAL VAULT- - TOP SLAB SHALL BE ADJUSTED VERTICALLY TO FIT THE NEW SIDEWALK. EXISTING CB TYPE 2(54" GRATE 22.38 IE 11.00 30" W IE 11.93 30" S IE 09.e3 42 "N IE 11.05 24" E IE 15.40 18 "E CONTRACTOR SHALL REMOVE THE EQSTING CONCRETE CURB AND GUTTER BY "SAW CUT'T'ING ALONG THE GUTTER -LIP BETWEEN THE CONCRETE AND ASPHALT, AND THEN BREAKING UP THE CONCRETE CURB AND GUTTER. ONCE THE BROKEN CONCRETE IS REMOVED, AND DISPOSED OF IN A MANNER APPROVED BY THE CITY OF TUKWILA, THE FOUNDATION MATERIAL SHALL 13E REMOVED TO DEPTH OF TWENTY -FOUR (24) INCHES, AND RECOMPACTED TO RECEIVE AN 1 S" ASPHALT-TREATED BASE AND 6'' ASPHALT CONCRETE SURFACE.. PRIOR TO BASE /SURFACE PICEMENT, THE SUB-BASE SHAME BE PRIME COATED AND THE EXPOSED ASPHALT FACE TACK-COATED. 2--2" SIGNAL DUCTS ELECTRICAL J BOX SHALL BE RELOCATED • Wif4ZLsye a 3_.. 0+11 .69 BLVD= 10 +00.00 AziD PK W m 4.4 C24.49 PLAN ANDOVER PARK WEST STA 4 +00.00 TO STA, 10• +00.00 SCALE: 1" = 20' GL24 <37 , TC24.87 GL24.55 TC25.05 6 7 8 9 CV CV L) C`3 E-4-4 1 EXIST GUTTTERLINE(E. SIDE ON Y) PROFI POSED GUTTERLINE(E. S DE ONLY) PROFILE* 0. w...��+ +0.40% +0.32% -}-U bpi•______ _..._�.�._ 0.30% CF TYPE 1 GRATE 22.00 IE 18.85 8 "N CI3 TYPE, 1 GRATE 22.25 IE 18.58 8 "S 1E 15,50 18 "W IF 16.33 8" NE GUITERUNE(E. SIDE ONLY) PROFILE ANDOVER PARK WEST STA 4 +00.00 TO STA 10 +00.00 CITY OF TUKWILA'S APPROVAL MS PLAN IS .APPROVED FOR CONFORMANCE WITR TIO CITY OP TUIII.A" S REQUIEM. 3PECWLCATIONS AM) STANDARDS, AND CAN DE US! D FOR CONSMUCTION OF THE IMPROVEMENTS SHOWN HEREON. N cg 0 E°+ 26 24 22 20 1‘ " 4 11 11 11.5 APPROVED PER PUBLIC WORKS LETTER DATED V CAD FILE NAME: STRAND14.DWG/201 ANDOVER PARK WEST WIDENNING APPROVED T ED e ••■•-reatira..■••■•■ DATE OPROVID < r'4' ?'• 5ai :�e.il rT 15� - -:'S! 1.x.1'1, YR .. 1A :. r - .. N. •_ y r.. w Al. -,.v .:f `r.,' l�ti .5..'. . i.. , 9: �.<3... .1 rx: �.s.� ii K, t:: 'f .... e-�, ;.:ice.:.., ;.,,1? � a +<- ..++t- n� ✓•:y...,..<s au:- _.�:r:,r w".,n, 7j..._.,a/ar,.,,�k %.: %. vi.;:.,,,l.vll•�,,.4t..ud� _ _.. >. :. - ,. , ..i.',., 11 11► i11I i111111IIIIIIIIIIIIIIIII1111 111111111111111I1111111l, iij, (i1i11(i i1 ' irli1i� i iii 1 0 IA THS INCH 1 2 #/3 4 I I S" . it r. �' ! t ♦ r I'{+•• ! /1 4• ..0 :� - Willy 1 11111 1111111i11101111. II 4/4,111111111111111111111111111111111111111111 _ 5 6 7 _ 8 _. 9 i 10 11 NAOEINDERMANY , MOTE: If the microfilmed document is less clear than this notice, it is dun to the quality of the original document. • O8 biiz ele Z.7 9z se VZ C zz LIz OZ 61 e1 c1 g� Si 71 Et zL a 01, sI 8 L , 9 s +; C z 1. '" 111l I11111{ Iill1tllll! I! i1llll1ltll1Illl1ilil1ltlllll!I�11( III( IIII�ll �ll' ail lllil11�11 1 f1h l� ;fu1lI }�!111I�1!!1!!Ulli.d�)i; lII,�;ili!!iillljjlifll !! lill lliliJl1lil !1!lli1l111I11Il1IlI11 {I'1!!I !1 il�lll IIII!�!1!I 11 III! till l{ Ill iillll�! Illll111l lllillll 11tllllill!1411illlll1lllll • 1 Q rn CONTRACTOR SHAIL REMOVE THE MISTING CONCRETE CURB AND GUTTER BY "SAWW" CUTTING ALONG THE GUTTER -• -LIP BETWEEN THE CONCRETE AND ASPHALT, AND THEN BREAKING UP THE CONCRETE CURB AND GUT'T'ER. ONCE TT-IE BROKEN CONCRETE IS REMOVED, AND DISPOSED OF IN A MANNER APPROVED BY THE CITY OF TUKWILA, TI1E FOUNDATION MATERIAL SHALL BE REMOVED TO DEPTH OF TWENTY-POUR (24) INCHES, AND RECOMPACTED TO RECEIVE AN /5" ASPHALT - TREATED BASE AND 8 ASPHALT CONCRETE SURFACE.. PRIOR TO BASE/SURFACE PLACEMENT, THE SUBBASE SHALL BE PRIME -- COATED AND THE D. ' OSED ASPHALT FACE TACK - COATED. 2 2 ., ANDOVER PARK WEST ri-)0 TY ' ..(54" ) rER 20.8+/-- - 14.63 15 "E IE 13.43 30" N &S 0 C21.22 S i_._ \- GRATE 20..._ GI2 f .05 IE 14.78 15" W&SE TC21.55 IE 15.53 6" SE a TIE g.(729) GRATE 21.05 IE 16.51 15'NNro &NE 1E 15.73 6" NW BURIED ELECTRICAL VAULT- — REPLACE TOP SLAB WITH TRAFFIC-RATED SLAB AND E AnJU PAVEMENT. CT TO FIT PLAN 0 CD AlVEC)VER PARK WEST STA 2 +00.00 TO STA 4+04.04 SCALE: 1° = 20' 26 24 22 20 3 c vA ni 4 26 24 EXISTING GU ERLINE (E. SIDE ONLY) PROFILE D GUTTERLINE(E. SIDE ONLY) PROFILE* +0.34% -~1.06% • e• +3:60 18 L___________....,...__ _______ CB TYPE 2(7 GRATE 21.05 IE 1.8.51 15" NIT&NE IE 15.73 6" NW 22 20 18 GUUERUNE(E._SIDE ONLI') PROFILE ANDOVER PARK WEST ^uTA 2+00.00 TO STA 4 +00.00 SCALE: t" w 20'(11): t' = 2'(V) ...3T.1laf_.1 GRATE 20.72 IE 1 4.78 15" W &SE IE 15,53 6'" SE art OF TUKW 'S APPROVAL TLS PLAN IS APPROVED FOR commons MAN WITH THE CffY OF TiMM) S REQUIEMENTS, SPECIFICATIONS AND STANDARDS, AND CAN DH USED FOR. CONSTRUCTION OF 11(PROVEMENTS SHOWN HEREON. APPROVED PER PUBUO WOR S LETTER DATED ,/ CAD FILE NAME. STRAND 15.DWG/201 k1A =20' mi. 07/28/93 was Vh DRIB. 4 NONE ANDOVER PARK WEST WIDENNING STREET AND STORM DRAINAGE IMPROVEMENTS-2+00 TO 4 +00 '::Ys:t?4ha: "..Nai:!a. >t•: 9• ':.���. +li I1�1 {I�II1�1{ 111{ Iii{ lll�lll {III�III�IIilill�l�l��.1'I{ 1111111 '�i"�'E�'�' {'�'1�'�r''�'{ ',1j11�11i�1 {Mil 111111111 31�i%1 +tl. 0 16 THS INCH 1 2 r} j3 4 5 6 7 8 NOTE: If the microfilmed document is lean clear than this notice, it is due to the quality of the original document. 'I .-; G29Y�7ff7,Rt/JwJbWlWfF:i.��Y!`Y 11 iii,011111111111111111111111111111111111111111 9 10 11 M DE Iy GERMANY 12 off; KZ 8c• GZ 9Z SZ *!Z EZ ZZ t7 6 8t . L ! 0� 9i el �t et �t a 0� 6 8 c 9 s +� C z t ",W 0 1111111111 IIII1II!1111!1 {1! 111111! 1111111! Il1ilillll !MiIIIIIII{Id.11td111 `1'I 1111,11L6101,11111 :1,111161111U.1411 1. !!1,!!11,1j!I .., . III U111,111111111111111111,4.111111111111011 I! { 11 I ! IillI l II' ,i1 III l% I I1 �i I I { � ''!11! { { ! { l {lI�II :r; �l r�.3 •.r r 9: rtI i�rwv rx� ?i-:^ i J }y '•r�c,'li�U'i�i f.'t.�' r, _... ,....... ._ s:.. .. ...t.ii:..�i?�... .._....- s.- :..... ri= �...c- G...- 7....�31r: ±. F. y?'.>t.s�.. `'� ,==t6. r^ max • --..�. ...�. ._x ... ._.�_...._.s__"__-_�rs_-�+._,__ -=- rT,J ANDOVERPARKWEST DRIVEWAY 1.4 .....�,...._4- _ 11 _r ... ...... •_�..:4 -tiff . r . --* .._._..r�== ====== Vr,I. � .7-...:1.3-= ....,_._.__..i. L.. -• -tub '.. ---- -w =' -- -•x r.- e.'r=l :s • • • G124.12 RELOCATE FIRE HYDRANT BEHIND(E. SIDE) THE FUTURE 6'—WIDE SIDEWALK. SIGNAL POLE SHALL BE RELOCATED SIGNAL J BOX SHALE. BE RELOCATED 11 } 11 1.1.5 26 22 20 *CONSTRUCT THE NEW CURB AND GUTTER 0.09' BELOW THE EXISTING CURB AND GUTTER. 11 DRIVEWAY PLAN ANDOVERPARK WEST STA 10+00.00 TO STA 15 +06.00 SCALE: 1" = 20' ( DRIVEWAY M7 44 v•4 v4 DRIVEWAY EX STING CB TYPE 1 COVER 23.16 IE 16.5 12 "N 1E 16.6 12 "S IE 19.00 8"S 12 i t 13 ..L5 CB PIPE 3 DRIVEWAY CJ 3�}-- GRATE 23.07 IE 19.10 8 "N RELOCATE FIRE HYDRANT BEHIND(E. SIDE) THE FUTURE 6'—WIDE SIDEWALK. CONTRACTOR SHALL. REMOVE THE EXISTING CONCRETE CURB AND GUTTER BY "SAW'" CUTTING ALONG THE GUTTER - -LIP BETWEEN THE CONCRETE AND ASPHALT, AND THEN BREAKING UP THE CONCRETE CURB AND GUTTER. ONCE THE BROKEN CONCRETE IS REMOVED, AND DISPOSED OF IN A MANNER .APPROVED BY THE CITY OF TL 'ILA, THE FOUNDATION MATERIAL SHALL BE REMOVED TO DEPTH OF TWENTY- -FOUR (24) INCHES. AND RECOMPACTED TO RECEIVE AN 18" ASPHALT—TREATED BASE AND 6" ASPHALT CONCRETE SURFACE.. PRIOR TO BASE/SURFACE PLACEMENT, THE SUB —BASE SHALL BE PRIME -- COATED AND THE .s»4. OSED ASPHALT FACE TACK—COATED. 0it criri 14 15 --~O.98% • EXISTING GUTTERLINE( /-- PROPOSED GUTTER NE(E. SIDE ONLY) PROF LEA` SIDE ONLY) PROFILE` —0.54% % -0.24% GUTTERLINE(E. SIDE ONLY) PROFILE ANDOVER PARK WEST STS, 10 +00.00 TO STA 15+00.80 SCALE: 1" = 20'(I1); 1" = 2'(V) EXISTING CB TYPE 1 COVER 23.16 1E 16.5 12"N 1E 16.6 12 "S IE 19.00 8 "S CITY OF TUKV&A'S APPROVAL TIC PLAN IS APPROVED FOR CONFORMANCE wrrii THE C1N OF TUKWILA" R REQUMMENTS, SPECIFICATIONS AND STANDARDS, AND CAN BE USED FOR CONSTRUCTION OF THE ItI ROV MZW.'S SHOWN HURON. CB TYPE 1 GRATE 23.07 IE 19.10 8 "N 20 24 22 20 APPROVED PER PUBLIC WORKS LETTER DATED ( CAD FIL NAME: STRAND 13. 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