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HomeMy WebLinkAboutPermit 5970 - Burger King - Shell3uGER <Jt\JC BP#597o .... ......+.. • ....... -..... .Ly, CITY OF TUITLA DEVELOP 'S PROJECT WARRANTY REQUEST FORM �: n:. ":.: "(" ri i�r.iini t4.i'rhhr�ii�i.:ulii'`i�•i �•�:::.i: :���'t"Xpl,��t: t�+:� ' ?i11'/ItI�1':l .:.�di..icilo ;.�'�.. tier ": ,�':,,.s.,.,.• ., {,: :: ..! ..b per'• ,,+ii!`';i....:,; ::its..... t. >...,.. <.,.:.. _ NAME OF DEVELOPMENT: SOOTVI. r*-X-• PLAT... e*It4112,. -, 14-113 fr DATE: • Lb • el 0 DEVELOPMENT ADDRESS: 33S A►x.oueo. Pat- uts'i" PERMITNO.: ,57-10 CASH ASSIGNMENT NAME: SOIst -e.9- 1s1►o.- t•aIFa.s TEL, NOf c g53 - I. W SHALL MAILING TO: REFUNDED BY MAILI ADDRESS: el 1r t i S leek•■ p.va- S E :ill It o M (puma print) C1131/STATE/ZIP (3 e.11evue.- LJ11r et a c . 1, ._ .T • WI • _r` • T •."1- i- 1 ' -; v PLAN I MUMEU 9 WNERP ITPLIFI ARE DEeCRIRF11)' _ L ►.N 0 sc...P la fr., 1031' t'a.at a A-' o..' t<o R. (Noe -6Ltait._ 1L0, GA. n..e. t joJ.1r' A'r' S mot'+ -< C to -rem.— P L •. t Pen_. b Tx. 'L L ,N D 5 cA i% I ni el 1'3' LA.) b446" r7 Iu'a11. 2E!' 1A ;pt `I i & Leer e. s-r. Rs..)∎ 10.E oA.-rfry Tv 3 lgC'0 NOP Q evtil- Iernes._ v•i3w 'Tv t tat 'fin, . _ zb 1 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the :r7. unt of $ j le, 1 2.o e...2 .. ($150% of value to complete work described above) and attach supporting dooumontoilbo for valuo of work. 1 will hauo thio work corned out and mall for n final impaction by this data: (, q /) c / qO ), or risk having the City use these funds to carry out the work with their own uunlrautor or In houoo manpower. If I fail to marry out tho work, 1 hereby authorise the City to go onto the property to carry ti.,... 1.1..1..... ..r 11... ...1......., .•1.e.14.1.a1v.fna I I1...1•.ar s n .-mmr tat a u.nrM iielarf 'I m rinr lr vary A 4hM, Inspection and release of these funds. 1f3c ��/ c /A,e- T n.'creJ 4-4 % TITLE . SIGNED: AMOUNT: Oil THIB FuNO IB AUTHOIa1ZleD TO •ti ACCiPTGD. DEPARTMENT HEAD: c) 011011 CITY RECEIPT NO. CA @H COUIVALCIAIT DCPOOITGO T1•IIC OATCi RECEIVED BY: nw 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: All wum Wontltlod ►n iuullvn 1 ul 11111; rural Omni rlvw Iww11 completed and returned to department which authorized warranty 1 hereby request inspection and release of my cash/cash equivalent DATE: I ave rev owed the above work and found It acceptable and tneretore *wineries the roioaeo h MO ob ue woes saslpnmont OIlPARTMONT: 9� rrir, �/i✓ min IOnI�CD DY: r.,r,,,,...u,..v0 111., 1. l otlq .�vR RQnf S.16tL�l�f.$�ynv..Jrni.. .. .. '...v,...:,,a •+. +.a• :..s., ;�,.: ` • . WTi etAm s rem IIVAI F■T LCTr'Ca AUTHORIZING 11SLGASG RGLGASIGD THIS DATE: CASH CITY CHECK NO. I Ir.w a ....wrlMinw ohrmsfoh Refine 9. t:inanro nerwlnel shall send copies to: - Developer - Finance Department - Penh Coordinator, DCD RELEASED BY: . FINANCE DEPT 1 bvvi /Ytmnlatinn nt entire form. Finance personnel shell send copies to: - Developer - Finance Department - Permit Coordinator, DCD 07/111 BUILDING PERMIT (POST WITH INSPELTION CARD Apia PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA - —" Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 510 DATE ISSUED: - 3- 0 PLAN FEES DESCRIPTION AMOUNT RCPT 1 DATE - BUILDING PERMIT FEE 829.00 539.00 (o909 3546 3-"aa- `in 11 -13 -89 PLAN CHECK FEE BUILDING SURCHARGE 4.50 toci0 c1 3 -6?&- `)d ENERGY SURCHARGE OTHER: SQUARE FEET OCC. LOAD SQUARE FEET TOTAL - 1,372.50 TOTAL OCC. LOAD 1st PR 0,11C INF0FtMnric)r� 335 Andover Pk W UI PROJECT NAME/TENANT ASSESSOR ACCOUNT # Bur •e Kin 262304 - 9064 -37 TYPE OF CZ New Building Li Addition Li Tenant Improvement (commercial) Li Demolition (building) Li Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: 154,453.00 New shell for Burger King Restaurant. PROPERTY OWNER Spieker Partners PHONE 453 -1600 ADDRESS 915 118th Avenge S.L. Bellevue. WA ZIP 98005 CONTRACTOR Pacific Quality Construction PHONE (503) 284 -0575 ADDRESS 627 N.E. Halsey Street. Portland, OR ZIP 97232 WA. ST. CONTRACTOR'S LICENSE # PACIFQCI1DLA EXP. DATE 6 -01 -90 ARCHITECT Mithun Partners PHONE 454 -3344 ADDRESS 2000 112th Avenue N.E. , Bellevue, WA ZIP 98004 USE 4 Shell / B -2 / CODE COMPt / IAr10E / / ZONING: C -MBAR /LAND USE CONDITIONS ❑Yes ®No FLOOR 1 W SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD _ TOTAL SQUARE FEET TOTAL OCC. LOAD 1st 2,760 Not Determined 2,760 0 TOTAL . 2.760 0 TYPE OF CONSTRUCTION: \/-N UBC EDITION (year)88 SETBACKS: N - S - E - W - FIRE PROTECTION: ❑S rinklers ® Detectors ❑ N/A P UTILITY PERMITS REDUIRED?®yes ❑No (through Public W00%) ZONING: C -MBAR /LAND USE CONDITIONS ❑Yes ®No _ CONDITIONS (other than those noted on or attached to permit/plans): APPROVED FOR BUILDING ISSUANCE BY: %�� /Z �% \ ti�� OFFICIAL DATE: ,3 - a ,0 - I hereby certify that I have read and exapi i ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. am uthorized to sign for and obtain this building permit. SIGNATURE: ,� —i% . r -a / Ag011iirr DATE: �23 PRINT NAME: n/4 ii, ..% 4Arh COMPANY: de , iL This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: Val Z/1111 BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER SC1 - 3101 PROJECT NAME r9 -cr 003 SITE ADDRESS SITE ADDRESS 335 Ando Vyr PK , SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE- FEET 2764 OCC. SQUARE LOAD FEET NoT - Dgree.MtN EP OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the protect. BUILDING - initial review 6ONSULTANT: Date gent - :..:: . l 1-a�► -�1 (ROUTED) 1 -8 I - ,c� .g•� al FIRE 2 1-81 INIT:' FIRE PROTECTION: [] Sprinklers [,, Dataotors [ ]N/A FIRE DEPT. LETTER DATED: INSPECTOR: 5/3 PLANNING 0 PUBLIC WORKS 0 OTHER BUILDING - final review INIT ZONING: jBAR/IAND USE CONDITIONS? []Yes [] No REFERENCE FILE NOS.: Q - 6 -, _ MINIMUM SETBACKS: N- s- E- UTILITY PERMITS REQUIRED? [ ] Yes [1 No REVIEW COMPLETED INIT: PUBLIC WORKS LETTER DATED: 3° - q o f I7W D fr 13Pc ki II- -?Si g — 2z. co TYPE OF CONSTRUCTION: INIT: UBC EDITION (year): 1 84E PERMIT NO. CONTACTED 1 , �v-k-e Y V`� DATE READY DATE NOTIFIED l • 3- " 0 BY: init. • PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING �5 0 3RD NOTIFICATION BY: (init.) BUILDII3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) VGVV VVYRIIVVI/lV1 VVYIV �fA/ V/ I VI \I //IM / \ VV / VV (206) 433 -1849 DESCRIPTION AMOUNT: RCPT # DATE BUILDING PERMIT FEE PLAN NUMBER CHECK q ' APPLICATION MUST BE 1-ILL .E1) OUT COMPLETELY PLAN CHECK FEE 5" ci XD 3. �Fln 1 1-r 13-3'1 BUILDING SURCHARGE Li .50 ENERGY SURCHARGE OTHER: TOTAL - 1, 3`05 �, -- SITE ADDRESS 35f-} ',,n, p ,er P SUITE # VA UE OF CONSTRUCTION $ '-‘---/ / 453 ---- PROJECT NAME/TENANT ;s .✓ 62 -'j th 7Zr. -ate' ASSESSOR ACCOUNT # Z&? 2.3!) '■bq 3 TYPE OF : - New B ' • ing • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: NMw 65M7/ 07 *8// pa- i`6 ; v/'7 %/, a/ A+/-- W BUILDING USE (office, warehouse, etc.) 7��5J eii2/i4/ ,w NATURE OF BUSINESS: / WILL THERE BE A CHANGE IN USE? ii No L) Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: emf,0 Tenant Space: j7 Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? a No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER / 6), 7 e PHONE 493 moo ADDRESS 95 / /efyt /lye al/r2 ZIP 7OGeJ 'CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT / i, -he/kr *P��Y 13 At,,,,,, va , cA✓ �/em PHONE 44#t ADDRESS ,0e ,t, / /2.4b- rive Ale -ve ZIP 9e,, E BY: CERTI Y T iAT t HAVE. R AI?: ANi3;:EXAMINED:THIS APPLiGATION AND NOW..T •"tRUE.,AI�:OCIRREOT ANi7.1..AM tEa T PLY: FQR. THIS ::�?�RMI�'.:.:.:..:::;::.:.:. ; :.....:.::, ..:..::.::::..:.:... BUILDING OWNER OR AUTHORIZED AGENT SIGNATU - ' --.�� DATE /f'l9'g �.4 ...f�/ PRINT NAM ' ■ r da / !� . O ? r I, PHONE 4C2,1 83 ,/ ADDRESS // ., ,Ave N CITY /ZIP 1 A qg,, CONTACT PERSON vow 4y U�. / h f PHONE ,641 33 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 (Immunity Development prior to application submittal. Contact the Permit Coordinator at 1133 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the, applicant 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. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED H- 13-x`1 DATE APPLICATION EXPIRES 03130/84 SUBMITTAL CHECKLIST COMMECIA17.,.........:,........: '''''''''''''''''''''''''''''''''''' CO .......::::::::::,::,::::',:.:.:•iiiii,..Bi!iaiiiipi:°I.::::::::::::.::::;::::::::::;::::;:::::..i:::.:.,...i.•.-- RCIAL „•:::••••••••••••::''':::":-.'11.0!,19:. i'....::•:'•:.:„„.:'"'''•".'''''''fif°r.:,!::•••':"%:1:::::.N.":":...• ''''' .......,...•,..., . ............:...,....„.....„....,.::•:•.:.-::::. • ....• ...•NEW.......,..............:::'''''.. • .. ng...P17`...!".•:':,..&:::''''':' -... .• ............,............)::. 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O bne • • ..• • • •••••••• • ;.::: . co Engineers DESIGN CONSIDERATIONS PROPOSED BURGER KING RESTAURANT SOUTHCENTER PLAZA TUKWILA, WASIHINGTON SPIEKER PARTNERS RECEIVED CITY OF TUKWILA NOV 1 3 1989 PERMIT CENTER DESIGN CONSIDERATIONS PROPOSED BURGER KING RESTAURANT SOUTHCENTER PLAZA TUKWILA, WASHINGTON FOR SPIEKER PARTNERS ~�kV� Geoft . Engineers May 8, 1989 Spieker Partners 915 - 118th Avenue Southeast Bellevue, Washington 98005 Attention: Mr. Walter S. Kaczynski, Jr. Gentlemen: Consulting Geotechnical Engineers and Geologists Design Considerations Proposed Burger King Restaurant South Center Plaza Tukwila, Washington File No. 1192 -39 -1 INTRODUCTION This letter addresses design considerations for the proposed Burger King restaurant to be located south of Building B at the South Center Plaza site. We have previously prepared geotechnical reports for the South Center Plaza Project dated October 6, October 24, November 21, and December 2, 1988. We understand that the proposed restaurant will be a one story slab - on -grade structure with a finish floor elevation of 26 feet. Construction of the building pad and adjacent parking areas will require raising site grades by as much as about 10 -1/2 feet in some areas. A portion of the parking area fill will consist of lightweight fill such as "hog fuel" wood waste to reduce loading on the underlying soils. The fill will be retained by a rock gabion wall placed along the edge of the pond buffer zone. Surcharging of the building pad will be required to preinduce settlements which would otherwise be experienced by the GeoEngineers, Inc. 2405 140th Ave. NE, Suite 105 Bellevue, WA 98005 Telephone (206) 746 -5200 Fax. (206) 746 -5068 Geo`3Engineers Spieker Partners May 8, 1989 Page 2 restaurant structure. A site plan showing the proposed improvements as well as the existing site contours is attached as Figure 1. Design considerations are discussed in the following sections. GABION WALL SITE PREPARATION General site preparation should be performed as described in our previous reports. We recommend that the wall be supported on a minimum 1 foot thickness of bedding material consisting of crushed rock or 2 -inch- minus quarry spalls placed over a layer of woven filter fabric such as Mirafi 500X, Phillips Supac 4WS, or equal. Material placed in front of the wall should be sloped at 2H:1V to meet existing grade. The exposed subgrade along the wall alignment should be thoroughly and uniformly compacted where possible. Any soft, loose or otherwise unsuitable areas identified during excavation or compaction of the existing subgrade should be removed and replaced with additional bedding material. We recommend that compaction of the wall subgrade be observed by a representative from our firm to identify and evaluate any areas needing remedial work and to assess the adequacy of compaction of the bedding material. WALL DESIGN CONSIDERATIONS Gabions consist of individual rectangular cells of steel wire filled with rock. Typical cell dimensions are 3 feet wide by 3 feet high by 9 or 12 feet long. A smaller, 1/2 basket size is also available with typical cell dimensions of 6 feet wide by 1 -1/2 feet high by 9 or 12 feet long. A gabion wall functions as a mass gravity structure, as stated in our December 2, 1988 report. The base width should be at least one -half of the wall height. The cells should be placed with a batter on the face of the wall of 1 (horizontal) to 6 (vertical). The gabion cells should be in general conformance with the Washington State Department of Transportation (WSDOT) Standard Specifications for Road and Bridge Construction, 1984 Edition, Sections 6 -09.3 and 9 -27.3. :.:Engineers Spieker Partners May 8, 1989 Page 3 The gabion wall at this location will have a length in excess of 200 feet. The existing ground surface along the wall alignment varies from about Elevation 15 -1/2 to 20 feet. This will result in a wall height ranging from 6 to 10 -1/2 feet. We recommend that the gabion wall consist of a two- to four- course configuration, as shown on Figure 2. A design profile of the four - course configuration, which will require five cells, is shown on Figure 3. We recommend that the upper course of cells be offset, with respect to the underlying cell, by one -half the basket length. Internal dia- phragms spaced at 3 -foot intervals along the length of a cell should be used. All gabion wire and cell fill should conform to the recommendations presented in our December 2, 1988 report. The parking area fill behind the gabion wall will be placed as part of the overall site grading operation. We recommend that structural backfill placed within 5 feet of the gabion wall be compacted using a small self - propelled or hand - operated vibrating compactor to limit the buildup of lateral soil pressures on the gabions. Foundations for protective guardrails should be located at least 6 inches behind the gabions and should consist of drilled holes in which the soils are set in concrete. Any seepage through the backfill behind the wall could cause migration of soil into or through the gabions ultimately resulting in parking area damage. We recommend that a non -woven filter fabric such as Mirafi 140N, Phillips Supac 4NP, or equal be placed between the backfill and the gabions as a preventative measure. The filter fabric should extend beneath the gabions and should be lapped over into the gabion basket at the top of the wall. We recommend that a representative from our firm observe the placement and compaction of gabion wall backfill. The fill quality and construction process should be closely monitored. An adequate number of in -place density tests should be performed in the fill to evaluate whether the specified compaction criteria is being achieved. Georg` Engineers Spieker Partners May 8, 1989 Page 4 FILL AND SURCHARGE GENERAL As previously stated, construction of the building pad and adjacent parking areas will require will require placement of as much as about 10 -1/2 feet of fill in some areas of the site. The area requiring the greatest fill depth is located northwest of the building pad, adjacent to the pond buffer zone. Placement of structural fill in this area could have detrimental near term effects on slope stability and settlement of surrounding areas. Therefore, we recommend that a major portion of this deeper section of fill consist of lightweight material such as hog fuel or wood chips. The suggested extent of lightweight fill is shown in Figure 1. Structural fill should be used to raise site grades in other portions of the site and to provide a subbase for parking area paving over the lightweight fill. This includes the entire building area and most of the parking area. Between 2 and 8 feet of structural fill will be required to raise site grades in these areas, with an average fill depth of about 4 feet in the building area. STRUCTURAL FILL Structural fill should conform to the gradation and placement requirements recommended in our previous reports. The structural fill should be placed after construction of the gabion wall, but prior to placement of lightweight fill. The structural fill should be placed to full height to the boundary of the lightweight fill, shown in Figure 1, and then sloped down at 2H:1V to the existing ground surface. LIGHTWEIGHT FILL Lightweight fill should be placed within the area shown on Figure 1 after placement of structural fill. The lightweight fill may consist of "hog fuel" wood waste, wood chips, or other lightweight material that does not rapidly decay over time. The material placed should have a wet density of about 75 pounds per cubic foot or less. The lightweight fill Geo:Engineers Spieker Partners May 8, 1989 Page 5 should be compacted as much as practical and should be placed to 2 feet below finish grades. Structural fill should be placed above this elevation to provide a bearing surface for the parking section. It should be recognized that there will be some subsidence of the area underlain by lightweight fill. This subsidence will likely be irregular and will result from consolidation of the underlying compres- sible native soils, compression of the fill mass and probable gradual decay of the hog fuel or wood chips. Periodic maintenance such as pavement patching or releveling and repaving should be expected. SURCHARGE We recommend that surcharge fill be placed over the building area after placement of the structural fill in the building and surrounding parking areas. The surcharge should be placed according to the recom- mendations presented in our report dated October 24, 1988. We recommend a surcharge height of 3 feet be used instead of the 2 feet recommended in that report. The additional surcharge is intended to accelerate settle- ments so that the excess fill may be able to be removed as soon as 90 days after fill placement is completed. The crest of the surcharge should extend a minimum of 5 feet outside of the building area. It is important that fill settlements be carefully monitored to define both variations in settlement across the site and the rate of settlement. As discussed in our report dated October 24, 1988, we recommend establishing 2 settlement plates in the building area. The plates should be located on the long centerline of the fill. Settlement plate details and the recommended frequency of readings are discussed in our previous reports. rft Geo'fEn '� neers Spieker Partners May 8, 1989 Page 6 SLOPE STABILITY Figure 1 indicates that the southwest corner of the restaurant building will be located a distance of about 40 feet from the pond shoreline. Approximately 2 feet of fill will be placed in this area to obtain the finish floor grade. We have analyzed the stability of this fill based on subsurface conditions disclosed in nearby test borings and available site contours. A computerized analysis method, STABL, developed by Ronald Siegel of Purdue University was used. Our analyses indicate that the building configuration shown in Figure 1 will be stable with respect to deep seated failure under static conditions and earthquake accelerations of 0.15 g. The safety factor will increase with time as the underlying soils gain strength due to consolidation under the new fill. There is a potential for subsidence of the parking area fill adjacent to the gabion wall during a seismic event. The severity of such sub- sidence would be related to the magnitude of earthquake experienced. However, the consequences of any such failures are expected to be limited to reconstruction of the affected area. — 0 0 0 GeoEngineers Spieker Partners May 8, 1989 Page 7 The information in this letter supplements the data presented in our previous report dated October 6, 1988 October 24, November 21, and December 2, and report supplements dated 1988. The contents of those reports must be considered in design. Limitations in conclusions and recommendations presented in this letter set forth in our October 6, 1988 report. ••••• ••••• •••t .B1. /. '•• 14 , �'0:, o • • 0.7 o 0. 63;4, • OiSiC--?*(ve •°:‘c,;\.(41:1 •• 04910NA\.*5 4111 • • :tid • :N • • • -a JEB:JKT:wd Three copies submitted Attachments cc: Mithun Partners Attn: Mr. Vince Ferrese Lumpkin Construction. Co. Attn: Mr. Ned Lumpkin Yours very truly, GeoEngineers, Inc. the use of the are the same as James E. Brigham Project Engineer Jack K. Tuttle Principal Barghausen Consulting Engineers, Inc. Attn: Mr. Dana Mower Copyright() 1989 GeoEngineers, Inc., All Rights Reserved ANDOVER PK. WEST 26� Building A / UNDATED SITE PLAN BY MITHUN PARTNERS NG ENTITLED "TUKWILA POND CENTER, / .D TOPO", DATED 4/17/89, BY BARGHAUSEN ,G ENGINEERS, INC. 0 N 20 40 SCALE IN FEET EXPLANATION: t+1t AEA OF L FILL TO 2 I FEET WBELOW FINISH GRADE SITE PLAN FIGURE 1 Concrete Walk Parking Area zz king Area lip Gabion Wall 0 20 N 40 SCALE IN FEET EXPLANATION: Pond Setback Line 00"6 REFERENCE: UNTITLED, UNDATED AND DRAWING ENTITL FUTURE PAD TOPO", CONSULTING ENGINEE zo I8 AREA OF LIGHT WEIGHT t � FILL TO 2 FEET BELOW «;\ ii1 FINISH GRADE SITE PLAN BY MITHUN PARTNERS ED "TUKWILA POND CENTER, DATED 4/17/89, BY BARGHAUSEN RS, INC, Trash Comp. Geo , Engineers SITE PLAN FIGURE 1 A Trash Comp. 3' High Gabion Baskets 3' High Gabion Baskets 3' High Gabion Baskets 1 1/2' High Gabion Baskets Q 4/24/89 Horizontal Scale: 1"= 20' NOTE: THE UPPER TWO COURSES OF GABION BASKETS ARE TO BE A THREE -FOOT WIDE WALL SECTION. WHERE THREE OR FO BASKETS ARE REQUIRED, THE LOWER COURSES ARE TO BE A SIX -FOOT WIDE BASE SECTION (SEE GABION WALL DETA - Existing Ground Surf 3' High Gabion BasF PLACED TO FORM UR COURSES OF PLACED TO FORM IL, FIGURE 3). Geo ,,,O Eng A' 3' High Gabion Baskets 3' High Gabion Baskets h Gabion Baskets Existing Ground Surface 3' High Gabion Baskets ligh Gabion Baskets Horizontal Scale: 1" = 20' OURSES OF GABION BASKETS ARE 1'O BE PLACED TO FORM DE WALL SECTION, WHERE THREE OR FOUR COURSES OF UIRED, THE LOWER COURSES ARE TO BE PLACED TO FORM BASE SECTION (SEE GABION WALL DETAIL, FIGURE 3). 26 24 22 20 18 16 14 Elevation In Feet Geo O Engineers GABION WALL PROFILE A —A' FIGURE 2 Top Hinge 6 6" Minimum Guard Rail Anchor (Set in Concrete) Parking Area Fill Non -Woven Geotextiie Fabric Outside Of Cell Existing Ground j,-- Surface (Varies) Crushed Rock Or 2' Minus Quarry Spalls 12" Woven Geotextiie Fabric Scale In Feet 0 2 4 Geo Engineers GABION WALL DETAIL FIGURE 3 maimml q) OTTO RESENAU & ASS6ZIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 003 PROJECT: Burger King @ 335 Andover Park W., Tukwila PERMIT NUMBER: 5970 DATE: 14 May 1990 INSPECTOR: R. Bogle I inspected placement of 2 cubic yards of 5 sack, 3000 psi concrete from Stoneway , in the following areas: column bases located at lines 2 Mix Number: to 2.3 on lines D and D.5. Concrete was placed via chute and it was vibrated internally. Slump range 5" -5 }". Batch weights per cubic yard: 517 # Type II cement, 1440 # sand, 1950# 7/8" agg. # # oz. per 100# of cement. oz. per 100# of cement. Cast specimens # 3 A —C at 1 cubic yards with a 5 " slump. Del. ticket # 266501 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Overcast. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -15 -90 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE DATE AGE IN SPECIMEN UTL. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 5 -14 -90 5 -21 -90 7 3 -A 30 1/0 oz. 136,000 4810 5 -14 -90 6 -11 -90 28 3 -B 30 #4 oz. 153,000 5412 5 -14 -90 6 -11 -90 28 3 -C 30 #0 oz. 149,000 5270 cc: Owner 1— Contractor Architect 1 —Bldg, Dept, Engineer Batch Plant OTTO ROSENAU & ASSOCIATES, INC. OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725.4600 • • Seattle, WA 98118 Tacoma (206) 627.4477 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Burger King 335 Andover Park West, Tukwila PERMIT NUMBER: 5970 Ladies /Gentlemen: 26 July 1990 fJUL � 80 I61-7-17-(.51 I 199th 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. Types of Inspection: Reinforcing steel Reinforced concrete Reinforced masonry Copies of all reports have been submitted to your office or are enclosed. Very truly yours, OTTO ROSENAU & ASSOCIATES, INC. Enclosure fax c: Pacific Quality Construction Otto M. Rosenau C•WittEVEV4i, ' 4:141:41, 041:14t dc 111,11:4!,t. V," 4:: :;4;t,' 4,41- 2,4 .1.:;:! :411:4r !,4,1•■ 4`.4?. 44. t, • 1}41V.R CITY(TDKWILA Buil Department 6300 :hcenter Boulevard Tukwila, WA 98188 (206) 431-3670 INSPECTION RECORD PERMIT # g'7-70 ,0--9(:) Date Wanted ettift-q0 Site Address OU.Q..1/ pithk.) Project 6WCQr I<rnq Phone # Date Type of Inspecti nCi ) a.m. Requestor Special Instructions Inspection Results/Comm nts: .&74 74--; /■‘.-0,/y2edef Inspector Date • CITY itiTUKWILA Build Department 6300 .hcenter Boulevard Tukwila, WA 98188 (206) 431-3670 INSPECT ON RECORD 7-0 PERMIT # Date Type of Inspection F 1 RoL\ Date Wanted 1 '-3o--Cic) a.m.P. Site Address N/160Ni.P1 PK W Project burele king Requestor 011V Phone # 5.-IS Critic Special Instructions Inspection Results/Comments: (.41 ed A4 A- e:Se,"Aeloi egs•-•-4ft,04-eAr Inspector .toe,pra Date r1 CITY OF TUKWILA Building Division 6200 Soulhcenter Blvd. Tukwila, WA 98188 433-1845 Permit No. Sf 740 Date _7:-.3D •" _ Job Address ;33S -4L i.-'€ CORRECTION NOTICE The following items are found to be in violation of 1'G and shall be corrected. .6__C cze.? GIGI C© ,/," Let dem- e, 144-7, 5717v-e-‹. Signed g Of Icial /Inspector CITY OF TUKWILA Building cirtment 6300 Sout ,ter Boulevard Tukwila, W - 98188 (206) 433-3670 Type of Inspection Site Address 25 Requestor medal Instructions A INSPECTI RECORD PERMIT # (o-d/ -q6 Date AWOLVAP- Date Wanted 9 6 Project u49^) Phone # 67S7- 8D54(_0 Inspection Results/Comments: G P IL" f FO a-- reaL vvi Inspector Date C (1-1 ( cj. egaltolt,41,Y.:tt-tr4;3,;;;;,:9t1,!IiLtkVIPSVIM;M.A11,;,',IN7y.k. P r 01. ' ." ' ''' ' CITY OF irILA Building ':'irtment 6300.Sou .nter Boulevard Tukwila, WA 98188 (206) 431-3670 Type of Inspection Site Address Requestor Special Instructions P•1 Date Wan arMiNTORISIMIN 'roject Phone # INSPECTFN RECORD PERMIT # n9 41 Date -- Th Inspection Results/Comments: • Inspector Date jew.*,...goyjzwiy, „, „,,, „ • „1,,,v,}1,• " • • 4 • • t CITY OFipKWILA Buildin -lartment 6300 So —Ater Boulevar Tukwila, WA 98188 (206) 431-3670 INSPECT ON RECORD PERMIT # Date 6 — !E-O °) Type of Inspection Site Address Requestor 13ci ( cur Special Instructions Date Wanted (.43 Project Phone # Inspection Results/Commants: er) _CLE-c...-_,A• • ei\-orzA 4*-31 0,•••■k Inspector at /1?- - CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Permit-No. 97a Date 6 - - 2 Job Address v CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. --; i'r" ISLA , . r., • F '4: r: c 7.A c. 7- 77', A C 4 ( r Signed • Building Official/Inspector CITY OF Ty KWILA Building( artment 6300 SouL.._enter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # 770 Date (0 7 -- 90 Type of Inspection ' 0do g ; / Date Wan Site Address '�eD1/(.P/ 1 C • Project �(,{�v'4�°(� rl',q Requestor 1 'C)rk_ Phone # 5 75 --3 341(P Special Instructions -- 70 a.m. p.m. Inspection Results /Comments: Inspector �!� ' �--A Date 6 - - �d 111:N&V,%:".: itft••, h4i r' x2f: t!Wiw,:irr, n:rS;i.ur.:'.t8s+:. CITY OF TUKWILA • Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ed�''t INSPECTCN RECORD PERMIT # s97o Date Site Address ��. Requestor i2 . Special Instructions /2_; 2O im Date Wanted 4/36 /?d a.m. Project �LJ�s'�,o� kit Phone # Inspection Results/Comments: r CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 3S Requestor INSPECT .ON RECORD PERMIT # Date 59-7 0 `3o 0 Special Instructions Date Wanted, Project U,Yat t° V Phone # 3© -"9 a.m. Inspection Results /Comments: / /.�y, -, Jo UU� 3 , r/— /k / > Z.7/-- - A Inspector Date 4/—Li C2-- ShS.<.�.i:e,i, ^rir,. �:••i,r>r:� �..v. ^.:-wRrca.•.N.ua ,«......w.,..e.,..M.... CITY OF TUKWILA Building Division 6200 Tukwila, Boulevard Washinoton98188 (206) 433 -1849 Type of Inspection Site Address Requestor jU \\Ard Special Instructions ;2 oo\-'11?,p INSPECTION RECORD PERMIT # f- 1 o Li-(t-q0 Date Date Wanted LI'l a- q o ndow / PK Project boroter K1 L& Phone # .m, Inspection Results/Comments: ,/\/, fr1Plr.• s I r5 Inspector Date /-7'.4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 e INSPECTION RECORD PERMIT # I / 0 . Date 420 —l0 --9' O Type of Inspection `DO77 Date Wante — // — rf 0 a.m p.m. Site Address 3 P� P(1 (o ' Project S � �tcr ek- kl i h. Requestor e ©//don Phone # 5 = g 34- Special Instructions Inspection Results /Comments: fr (L�J7�yi/ Inspector ✓��. —�• Date 'V --ll -- CITY OF TUKrILA Central Permit System .. �,,/ `Lontrol No. `"� '1_ � ��� Permit No. i 7 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works sX Fire Dept. ❑ Police ❑ Parks/Recreation _} Project Name Address Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. I-This project is NOT approved by this department; the following corrections are necessary: () () ( ) ) ( ) Authorized Signature Date J This project is approved by this department: , -/f Authorize i.,Sigroture — ,) 7 Date CPS Form 3 TERMS: 30 DAYS NET a ❑ REIMBURSABLE ❑ NON - REIMBURSABLE 0 4 8— 0 w& CUSTOMER P.O. # O Ut lu U (3 cn z 3 0 0 o. PRINTS TO O co INVOICE TO: FOR ACCOUNTING USE ONLY 1 R I XEROX O O z p Q 2 a 1 TAX TOTAL •xw PHOTO ' XEROX 1 ❑ REVERSE READING ❑ RIGHT READING I m- eow x 0 eow cc- =U-I ie 0 a 0 WW x 0 1 ❑ STAPLE ❑ EDGE BIND ❑ FULL BIND Wpb i41(0 5:1 o 05 m a Q i iii a w Y W J m r 8 o W= 2 O. ` SPECIAL INSTRUCTIC Z_ 2 H R ti Z o o .. ' - IDESCRIPTION & SIZE OF ORIGINALS { S T R U C T U R A L C A L C U L A T I O N S FOR PROJECT: IA.L r C LOCATION: O0.1-1-1 G T FL)Z,& rttll<w�- , ifA CLIENT V ( LUIS PM Q 7 00c t (Z ' /WE vu. k, 3 c) o 4 -:)Ni \JA -t\1 1-,5,z_ V -,(5-1•N C - ) 64-6- 4-17 6 BY 'M ALLI \ 0 2 1�1vt,(.,A.e 01J 1550 140TH AVENUE N.E. SUITE 101 BELLEVUE, WA 98005 (206) 747 -3592 RECEIVED CITY OF TUKWILA NOV 1 3 1989 PERMIT CENTER a .c. .3 CONSULTING ENGINEERS PROJECT BY "t../ I}` SHEET LOCATION CHECKED CLIENT DATE / 170i 1 �C1 j 11 Jos No, 1550.140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 CONSULTING ENGINEERS 1550 - •40th Ave. N.E. • SUITE 101 • BELLEVUE,CA 98005 (206)747 -3592• • FAX (206)747 -5461 S T R U C T U R A L PROJECT: to���& LOCATION SOLh H ric_kiTiv. etAr-'\ BUILDING CODE U51(?) LOADS: ROOF DEAD LOAD = ROOF LIVE LOAD = ROOF TOTAL LOAD = OTHER FLOOR LOADS: WIND LOADS: P= 1LJ -7 PSF Ce= 0,1 Cq= (,3 SEISMIC LOADS: Z= 0,30 I= 1,c C. 21 S Rw= �p C A L C U L A T I O N S DATE JOB NO D� 7 / PSF FLOOR DEAD LOAD = e..0. PSF 2,'" PSF FLOOR LIVE LOAD = �. PSF FLOOR TOTAL LOAD r -.4- rvvr('\' L. 6!unp. RETAINING WALLS: FOOTINGS: PSF PSF Os= 17 I = (, 0 w= KIPS= S PCF (EQUIVALENT FLUID PRESSURE) psoil= "7. PSF GEOTECHNICAL REPORT: �EQ DATED: MAA1 W1O't1r1 . z.4-" s I," r i. .0ti) G(1).(2E, 6Q-ntsi i..4 12" ivtkO OGT MATERIAL ALLOWABLE STRESSES: CONCRETE: 1. tr- Oiu/1-4--1-1 Q1•-) {j 2. REINFORCING STEEL STRUCTURAL STEEL GLUE- LAMINATED BEAMS ASTM A'3 !o COMB: 2.4+-44 SAWN LUMBER AS NOTED ON THE DRAWINGS f 'c f'c= Fy= Fs= .Fy= Fs= Fb= Fv= 2�UO 0 PSI PSI 4.6 KSI • O KSI KSI KSI PSI PSI OR IN THE GENERAL NOTES. PLYWOOD (ROOF) : N.1 4610. r(tZcttS SPo -uAiG PLYWOOD (FLOOR) : — CS O, Ca .) MASONRY: y,x 4 a (2.4- & 7 32%...: ©2 Lt<SS cm= 1;50 eG c l•; `xlX- * ,1z4 5, C C/t1—)('—c; ) 1,9 I \Pc-r � ZS P4 ti 5-6 = Z- t,v, y G,4 -1 2).Z-S- &c, 45 ;,- a C, 5,( *>> `t) W 3 ii • ' ' CONSULTING ENGINEERS PROJECT BY SHEET LOCATION CHECKED CLIENT DATE/ ? p, /. JgQ7J JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3 92 UJA -1,t. L.0 4n -1 I aGC -vLt t 1. ,. e Co S" 'IG w� ,�, '► �"-e L1( Jr glf- Lite ch.Ll s ' k-t u.Gh U �. kr /M .A.. I'u. fa$T1E/t /c c C. , a .c .3 ' CONSULTING ENGINEERS PROJECT - ��° CHECKED// S SHEET LOCATION CLIENT p DATE /(.�G� ( (206)747-3592 5,073 JOB NO. 1550.140th Ave. N.E. • 'SUITE 101 • BELLEVUE • WA 98005 • 0 Z3; 4-.2 ter. I r f4rr 3.2 - 1s t sF o ie. = •Z i o Gr.., S I'll P; 4,z' f a ,ov D, L; NM G41-413 4-4- fit' f Q- 5 +4 .3 ' ' CONSULTING ENGINEERS PROJECT BL-4P/P-, CHECKED (2_ I SHEET LOCATION CLIENT DATE q°7*; JOB NO. 1550 • 140th Ave. N.E. • SUITE 401 • BELLEVUE • WA 98005 • (206)747.3592 11.1 2 5` /d)." =3,17 C. IC at` U,Ls‘c a C., .t-- .. .5� fps; C.Ai) .4., t ' N) k) II ai.444 Q zic?4 It / 3 1 1 CONSULTING ENGINEERS PROJECT BY e' SHEET LOCATION CHECKED CLIENT DATE JOB NO, _ 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 I , b-4-"L. • = Cez,)4o ( 2(i4) e. %0 VIO4Wh1J (1). (I6) + �9 V-Z, = 18 4- sF oc,. rt &: !'' 6 tit %Jr 'I v R+r )," %y 9(,o *+ (t - Io 1�2z� I- 4- 4 ICs 1' v ' IeeZ,z(s .i) . 640 rtI 0,el 2')(4 = ..3 ' , CONSULTING ENGINEERS PROJECT BY'' �T - 3 SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550.140th Ave. N,E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 • I._1 I. i_.. �.. I ' ............. ' (/6!)6')Lt*Q5‘?). fie:. 1/1 luat o puir634, 11161-77,-A-,q '�U I( 75-41 1Z ` cg's) C -tJ ..16-;* /t. I,tt4 - Coo ?C t )/1 't' l..tt. 2 `' I - , `ice a .c •3 1 CONSULTING ENGINEERS PROJECT vile,/ CHECKED % f� SHEET LOCATION CLIENT DATE JOB NO. 1550.140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 l... ..•I i_.j_1.... , I . I . i . r---55--P 0 5 4/ 41 2 3 A .1 ":0 a Ic 6 4-1 21 -; 61-fr ; ! I -4' t1 I 37 L.-d n/) w,e r....),440 7 ��.1. (64“, plLnc- T��.�o z rt/F Exi Z, ,,z. x z4 3,. 1( 44. 1, ca g,1 Mtki, J rtir d` -}' S ;QA -4/yvILL i 1(.4141- 14.214 37� X12 = 4,5° + sir 4- . • (6'- ' rsf- ) CI �') _ �.� + �' C(ii =v (0.0044, c I z,n'` s C01 -4) C6s °$4) ((a') = 10,41` 4 c' n 4 4 e 14•2 W � CP lea>r 4—L '• 2 0' )41f-d, �1 1- 4r-P 7 1c).3 F-- 0-4-L loo` c-ok-t4 vutA- _ q6 tu7N 3 1+ i; G oG 2 "r 1.1 14- (d,( ° (4.4p`4`,/r) 411 1 I CONSULTING ENGINEERS PROJECT BY SHEET LOCATION CHECKED CHECKED CLIENT DATE Joe NO. 1550 • 140th Ave, N,E, • SUITE 101 • BELLEVUE • WA 98005 • (206)747 -3592 • g!'0';w' iok'12" X,1 j x 6_)1. 1&`' � ✓ �-- 3L-G1,`" N 5-'8 3.L "� s -�; � ( 70 ( psi u 4Lg• v,T 6c. 1 4i ¢ %'Oslo s (59g-5 La✓G tc c6) a .s T, K(2 �/ K L, C7/ 5 T • ' , CONSULTING ENGINEERS PROJECT BY V� J .2 SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550 . 140th Ave. N,E, • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 ► f7a9/ 0 " o9 e, 11424,A) � , c rAAAA , (.4 / _ ?.2 11 °- 447 1-L AA R, WOO l- i7 rice- ft-r ,�3 II / . T};L M„ . +w ` , ;7 , R114 t2-0e. -11/4-k W10 4. or4N laCs • 5-sz2.4- w/ LZ► 4S-1":* . 43 C - `` IA) o* Ro.t, '.5I)60• 44101•e,-; "R. 1,20" /, Aity 84114 . : ( 4,7 - • • 11 ' ' CONSULTING ENGINEERS PROJECT BY '�r� 1 SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550 • 140th Ave, N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 • I t � tI- CiU ;WALLS -I PARTIALLY GROUTED'' 1985 UBC GRADE N jREINF - -- GRADE 40 •;-- ?WORXINu STRESS -. DESIGN. —.- . f.'m ._. 1500 PSI. NO INSPECTION • SPECIAL INSPECTION Fs = : 20 KSI Fsi= 20 KSI •:,Fm = 250 PSI Fm:= 500 PSI 'Fv = 19 PSI Fv:= .39 PSI 'Fu = 70 PSI 1 d REINF _ Kd. Ms .... -.. Mm - Vv * * * Min =.MAX MOMENT - STEEL; (LB-FT /FT) Ms = MAX MOMENT.- MASONRY (LB-FT/FT) Vv = MAX SHEAR (LB /FT) . .VU . MAX "SHEAR - BOND........ _. (LB /FT) NO INSPECTION N = 19 U CO v z N 2.75 44 @ 16 44 @ 24 44 @ 32 44 @ 40 44 @ 48 0.93 0.79 0.70 0.63 0.59 610 415 315 254 213 _ * * * Vu • * ** SPECIAL INSPECTION *. N.= 19 " Ms •Mm • Vv Vu _ 284 245 220 201 187 261 177 135 109 91 201 137 104 84 70 610 415 315 254 213 567 490 439 402 374 535 364 276 223 187 402 274 208 163 140 3.75 45 @ 16 1.33' 1279. 550 45 @ 24 1.13 871 478 45 @ 32 1.00 660 45 @ .• •. 53 448 45 @ 48 0.84 366 354 240 183 147 124 341 232 176 142 119 1279 871 660 534 448 1100 955 857 787 732 726 493 375 302 254 632 452 352 284 238 4.75 45 @ 16 45 @ 24 45 @ 32 45 @ 40 45 @ 48 1.54* 1642 1.30 1115 1.15 844 1.04 . 682 0.96 572 810 702 628 575 534 469 318 241 194 163 438 297, 225 181 152 1642 1115 844 682 572 1619 1404 1255 1150 1067 963 652 495 399 335 875 593 450 363 304 4.75 46 @ 16 46 @ 24 46 @ 32 46 @ 40 46 @ 48 1.81P 2312 1.51* 1560 1.34 1184 1.22 956 1.12 802 895 796 719 660 615 464 313 238 192 161 520 351 266 215 180 2312 1560 1184 956 802 1790 1592 1437 1320 1229 953 643 488 394 331 1040 702 532 430 361 5.75 46 @ 16 46 @ 24 46 @ 32 46 @ 40 ;6 @ 48 2.04* 1.693 1.49 1.36 1.25 2830 1906 1445 1166 978 1221 1086 979 898 834 568 383 290 234 196 636 429 325 262 220 2830 1906 1445 1166 978 2441 2171 1959 1795 1669 1166 786 595 480 403 1273 857 650 524 440 * COMPRESSION ZONE. OUTSIDE. OF FACE SHELL - -- DESIGN AS T -BEAM VALUES MAY BE INCREASED 1/3 FOR WIND' OR SEISMIC J 1 , CONSULTING ENGINEERS . PROJECT B�rrCrfiL�`" CHECKED ��j 2. Wi SHEET LOCATION • CLIENT DATE JOB NO. 1550 . 940th Ave. N.E. i SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 LINTEL REINF d 6 X 16 6 X 24 6 X 32 6 X 40 6 X 48 2-14 2 - #4 2-04 2 - #4 2-44 2-14 === 12.5 20.5 28.5 36.5 44.5 Ms Ms is MAX MOMENT - STEEL (K -FT) MAX MOMENT- MASONRY (K -FT) -• -Vv A MAX SHEAR -NO REINF. _ (KIPS) Vr - MAX SHEAR -W/ REINF (KIPS) Vu = MAX SHEAR -BOND (KIPS) *. ** NO INSPECTION * ** N - 19 Mm Vv Vr Vr #3 @8 #4 @8 7.31 12.29 17.33 22.41 27.51 2.96 6.71 11.46 17.08 23.45 = _= === == =- = == == = == 1.17 1.97 2.78 3.59 4.41 3.44 5.64 7.84 10.04 12.24 3.58 6.01 8.48 10.97 13.46 Vu 2.4 4.0 5.7 7.3 9.0 8 X 16 2 - #5 12.5 11.24 1_2{24 2 - 45 20.5 18.92 8 X 32-- 2 -15 28.5 26.71 6.35 8 X 40 2 - 15 36.5 34.55 24.40 8 X 48 2 - 05 44.5 42.44 33.54 4.20 1.58 2.65 4.84 5.95 4.81 8.10 7.84 11.43 14.79 12.24 18.16 10.04 2.9 5.0 7.1 9.2 11.3 10 X 16 10 X 24 10 X' 32 10 X 40 10 X 48 2 - #5 12.5 2-05 20.5 2 - #5 28.5 2 - #5 36.5 2 - #5 44.5 11.39 19.13 26.96 34.86 42.79 4.91 11.07 18.88 28.09 38.54 2.02 3.39 4.77 6.17 7.57 3.44 5.64 7.84 10.04 12.24 6.15 10.25 14.25 18.25 22.25 3.0 5.0 7.1 9.2 11.3 12 X 16 12 X 24 12 X 32 12 X 40 12 X 48 - -= GRADE'N REINF - -� GRADE . 40. r CMU LINTEL ;FULLY GROUTED 1985 UBC. • 1500' PSI ALLOWABLE.STRESSES, -- NO .INSPECTION Fs ,= 20i KSI, Fm a 250 PSI ..:....._......,.- .Fv.. _.. -19FPSI: ~ -(W /O -- SHEAR-- •REINF.) Fv - 58; PSI (W/ SHEAR " REINF) . Fu = 70? PSI : U U cc 0 .-4 U 2 - #6 12.5 2 - #6 20.5 2 - #6 28.5 2 - #6 36.5 2 - #6 -44.5 16.02 26.95. 38.02 49.18 60.39 6.25 14.18 24.26 36.17 49.70 2.41 4.06 5.73 7.41 9.10 3.44 5.64 7.84 10.04 12.24 6.25 10.25 14.25 18.25 22.25 3.6 6.0 8.5 11.0 13.5 -7 a • ' , CONSULTING ENGINEERS PROJECT By 110'4 1U' SHEET LOCATION f/ CHECKED CLIENT DATE JOB NO. 1550 - 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 . ; /SAK A5 TYF? bJAL_L (ZEIN A2OV5- Et2Lr.>YJ. f P'IA5 LL RJ r .L. ' WALL 149 h-1 ASONI Y LINTEL ..SGHEJ ULe MASONRY OPti'& 'L'' LINTGL°.�ID- " ", ''Oa REINFORCING Dor. BARS grIKIzuF, roe BAR LESS: -THAN 4' -0" <' Can VI 2 - *4 • 6' ,,, 1 Gd 2-# 5 12" x I Ccj. 2-06, .4'- 0" To c'- �' x IC" 2 - #4 rbCe 8'oc. Cir X ICo" _ 2- '5 Ir C 610.C. Cad-o' ro 8' -0' `u "•Je24" 2 -its 030.6.0.c. 2-'tS *i6=====2041"‘ )2 " )e 24" 2 -*6 M3Ltuo:4 2- i __S► e -r o 101-d' 8 " X 2 I ' 2 . - 4 4 5 4 ' 3 ' it t a n,c, 2 - (Q." )c32u .-0c 2.-0a.• 63r_le8 . . 2-t) s6H W L.'L.E D� T AI LS ,f. SL= GT ►ONS. (5OLIO. GKOL'-i AL.L G�L.I..'S OF MA0NRY LINT.L.. . V eR1 P7AR FULL. H e. IGHT, SAM e size✓ A WALL gz,e .I F. EA. sloe- O- Or2s.KwJG. t. L.(1,11-L v.»oi 4 ,/WALL AP.NOVE -r rOP 6AR i nor /7 STIRRUP 667 PAR. L. vAT1OLNI SeGTIOti N 1 AS O N 12`r' L I N-r e Q TAIL_ • TYPICAL_ riASONIZY to& LIt JLGSS OYHI�RJ J'SF �a1- O�JKJ. ��� PLANS OL2 +,_.. ._ ..1 ...;. .,____!_i__i__ 1 i ;' ; ' • 7 2 iJ-._!... - 1..i..t_., _.*.._1_ J._...._ ._ i_(. -4 . { ' ..J.... A- _.�:.;._ .A ,._ .-4' /-, ' - •4�� -! ii_i E ' '1 i _ • - {yL + j j ( _ _f .._i..a.- :-i._ _ 1,.. _, ... 1....... , .... !. i.e...... ! 1-53 .h ilaitD 14.11,4.A. = Z2>4. =01.52 r. N -s Si)(4) ew. �Jbt,`„ ►�L z C 12.4)0(e- • -, ,(2A.7„--2....)(►� ci-4•�1` VouJo vV 5�- r r -{- (lc.) (i)(lo 1/5F) = 013o. C 22,75 Yet. Ca 17.6 G : ecete- x : 40 o.-i c§,;, iJ (s,= 1- r_ e .10 O. t e_4-6t; ?a nMPti LI■ .3 CONSULTING ENGINEERS PROJECT BYE %�% 6 ., 1 1 SHEET LOCATION CHECKED CLIENT • DATE C�/) 7� JOB NO. 1550 • 1401h Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 J . .0tvz✓, t' r Cl. +';S 05- .471.7) + (4907,6°3 i °` ) 2 ?r1... -� - 7. }C2'. frf,.e.5 c u uJ 1 . co ., o.,,,.,., s 41(t...Z IINI'T 1G sr ' . = ( 6.c., 4.7 .1(fs'F ) +. (423 1l6s$-7) + 0_6 s1e.)01, GU) a .c. •3 ' CONSULTING ENGINEERS PROJECT BY� I �.. Z /'SHEET LOCATION CHECKED CLIENT q DATE 0 /0( / JOB NO. 1550. 140th Ave. N,E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 L+�L`r✓Jc30Y2 boa U IJ �c.12�,✓� . LOCAVOiie l.oc l4...0 l -vZr 7,6-2..sj • 17. w c112-5— Fc-F . 3 a. ' , CONSULTING ENGINEERS PROJECT BY - %� ^' 1 _ SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550.1401h Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 - • ■ I t\r -- - 1.r� =Lli -; 1 , • 's/t1)q).Lait-tke'4.- rte; 1J-1;; ' 7--4-1 461 ,-rh« 'Pe,' r , = .1 -fps,' AI/ nom+ h _ G‘.ct 1)(i 2-) (c gdK4 sot.1.- IUG � � l� r 3S AN, } p , e:a.51/(11.1 Co20 4r9) 61.1 'L l II t.0 1r . (%I To-la..) 1 �L.�t3.� +J(-►�)_ �F s t2-9 yt <5,1)(Z)+ kf6)(+-L) 104—,`" i 1.5 P.4"7, c)_, A .c •3 CONSULTING ENGINEERS PROJECT BY ` 19/6 CHECKED /-)ST: 1, ,' E `1�^ SHEET LOCATION CLIENT DATE , JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 moo.. :rt� . .-.' ' A7. .ts)rid(6(2._ 12„D trts moo; .G 0t.: - ,t--'6: ' cpiAk cu cAJL .,ec 4 = 37 rtUAAI it s' fart ki 1 12-1 V> 2-z�� yf P-(; • .3 ' 1 CONSULTING ENGINEERS PROJECT BY% Cr' ' SHE LOCATION CHECKED CLIENT DATE °7Q73 JOB NO. 1550 . 940th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 1..i..;.. 1- _4...6 1 j 1' I 1.. 1 .i 1 .1 1_ L- -1 -1 I I" -1 ! ;. .� I ;.. 11I � I L • ^ i I t l- , 1 • ! �'!_._ 'fir. �I1�1� i i_ �• , , I •1 : ti1fL at4 . i -ei.Ad tow cam„ . I , ......,.......:.......L.. 1. I 1. ... � - t- - 1 ...1....i. '..l_ ,..L .1 - i..�..i �-1--' .-; 1- -1 • -1 ` , I • _ _L....! A CONSULTING .c. .3 PROJECT • 1' au-W PL . BY 1 M - ! SHEET ` ,- LOCATION V r M I I G , to / CHECKED ENGINEERS CLIENT (V1 lF u A Pa, DATE %- 20 1_ (206)747-3592 8 To 13 JOB NO. 1550. 140th Ave, N.E. • SUITE 101 • BELLEVUE • WA 98005 • 1 �_ . _..... r....._ _ i .. ..�_.i....,. 11 �.~ i -ET 7 ±..., i i 1. . �.1:5.Z;✓ _:i t -�-r -i hi_�I_IG..�-�_ ....�_:i .f . ' • • I 1 ' • • • ..z°` -•l14 . =; Cr. 3.3) f6X 1,b....... . • `:i '72 b: G- M wAt `I 6 IL-. + \ q 2 r- _.I_!. 1. ! _. 1..i 1..:... • i ..1. I__I l C cl g 1.b•x S x8 /4, IC CN1t.c = 33`AIr33)( Igo )C 4-.3 3 = \ V ' G(51-,c ,J� I° >= �� )25-'A 3,75 x 3,73- 0 174.0 41°10 22cJ 3 0 t. 2 I)p.. 4-1 26•°. _ es 7-v1 F 0 - , 2 (0. 7-5 C / .6JC a-3> (Op) d- .; C7_T, /lm7 (s& stA.5 31/419 = 6.s3` . (`^ t 0. g29 . 24.93 k� S l 5141 • • :' ibis 3 c 9-.2 X.3,7,r) • s. 2s Z ,93 f-c. 0r S S ;Z,�2',(,3 = ),791r c1 iC i3 CONSULTING ENGINEERS PROJECT ccrT c 4 " 6 �"� BY / - LOCATION / I'1c,vii r k3-4., CHECKED CLIENT /1/1/ ! e a N' ,6 &P-t 5 ! J r , DATE 213-7 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747 -3592 M -2 SHEET 8T013 JOB NO.__ G�._PF a ` 1') C 611 ' •w� ;IU'IY I A • r -� � �-,s;: x 1113, 'mil- C. W1!W1� I iT^ 1 .i. i I• • I 20-° • • zgl0- f� ova.. • 444 3 7'�Z, rip. e / tom-, ' 1 i. ,•. ..j. i • ■ ■ •3 Arl, CONSULTING ENGINEERS PROJECT 4W. CHECKED M - 3 SHEET 8673' Joe NO. LOCATION CLIENT DATE '20 lV 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 _1 _ 1NT ---1,, - ..!. ... i..I .. .1,.r..1.. .._ 1' 1 ' - 1 • I 1.� I I...i.. ..1 .' 1 • ! 1 -1• 1 .` .I I f .. i ! 1. ..).K6?;; .1 .i 1 .1 : . ! . . . .., ; • 1? // . NF 2-g- • It1 v s -t27 1 M & rn,u, P-. F31 -N 4 N f TG, 43 ti e. I e C v • err C MC ■ ii CONSULTING ENGINEERS PROJECT BY d ! .. SHEET LOCATION CHECKED CLIENT DATE 9 zb 87013 JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 • Tsr& ?WS- 1-7-t • /g‘I.C15.A4;. I. • • C 1A- 3 ) • -- Da s • • 3h �` Y L3 2 X7d, c ", I�.�13tXT��D TO Ronrf. T 8x4'r y¢ i.. .; ... '•' • -. .,'.._ :. . ...... i • / .3 ' CONSULTING ENGINEERS PROJECT BY 02' 04 ' SHEET LOCATION CHECKED CLIENT ;f. DATE /'7)'%e% (206)747.3592 J 1 JOB NO. 1550 -140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • I f-' } I ! I I • }- 1i�% -r+-� Sri • L'...r .,.I_ . is l._:..' I • • • :-'• .1.. NL DTI • ....II ...;; ill .per {�Iotl :IN .rte.. C, ..7.-VT� C,M; U _ Nom • ITS oxY. ' N 12 :To; :[D.'r. :.Tgx4' q : :.: ::: : cofC .:/C4 x k' • • : AiCi3 CONSULTING ENGINEERS PROJECT BY A14,1 LOCATION CHECKED SHEET CLIENT DATE 11 "SI4Y1 1550 - 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747 -3592 ,e,la 73 JOB NO. 4, 2 - R U R f 4 (3 01 BM 2-41--• I N 13D-IP 8cct.wt. S 3 a‘"cl-c . V 1; t3F31-tfl.rE..1•1 er N FooTI O ":t.. i A:KiB CONSULTING ENGINEERS PROJECT BY liKh LOCATION t� ,r _ CHECKED /'q CLIENT M rj 1. �(A• � DATE eFL7 v7 1550.140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 M -7 SHEET `'610/3 JOB NO. • ENERGY CALCULATIONS BURGER KING SOUTH CENTER PLAZA caul° NOV 2 i RECEIVED CITY OF TUKWILA NOV 1 3 1989 PERMIT CENTER ENERGY SUMMARY - SOUTHCENTER PLAZA, BURGER KING TABLE 4 -3, ALTERNATE 11111111111111111111111111111111111111111 COMPONENT 404d AREA 1 A + B, ZONE1 11111.111111 11111111111.1 U ALLOWED UA ALLOWED WALL 1 -8" CMU 1577 0.078 123.01 0.350 551.95 WALL 2 -8 "CMU 2x4 364 0.072 26.21 0.350 127.40 216 0.239 51.62 0.350 75.60 WALL 4 -2x4 WOOD 0.083 9.296 0.35 39.20 WALL GLASS 1 790 0.650 513.50 0.350 276.50 DOOR 1 21 0.394 8.27 0.350 7.35 CEILING 1 -R -19 2x, 516 0.051 26.32 0.035 18.06 CEILING 2 -R -19 2) 816 0.044 35.90 0.035 28.56 CEILING 3 -R -19 TR 0.049 0.035 31.08 CEILING 4 -R -19 TF 629 0.048 30.192 0.035 22.02 SKYLIGHT CATH. 1 120 0.640 76.80 m�. _0.035 mm 4.20 TOTALS 11111011111111111- 944.631111111111111 1181.92 MOM = NOTES: 1) SEE ATTACHED U VALUE CALCULATIONS 2) WALL GLASS INCLUDES WINDOWS, DOOR GLASS 3) WINDOWS ARE AL. FRAME, INS. W/1/2" A.S. 4) HEATING SYSTEM IS FORCED AIR GAS, W/85% MIN. EFFICIENCY �.. 5) HEATING SYSTEM IS SHUT -OFF A MIN. OF 8 HRS. /DAY WALL TYPE W- CMU /8- R11 -Ex.- Fur MIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIMIIIMIII 8" CMU W /2x4 FURRING @24" W /R IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIII COMPONENT +GWB -A1 -11 INSULATION 11111111111111 10% R -VALUE 90% R -VALUE EXTERIOR AIR FILM CIMMIMMIMMIMIMMINIMINIMINIMMOIMBIIIIIIIIIM R -11 BATT INSULATION 2x4 STUD 111.1111.1` 0.17 11.00 0.17 MIEN 4.38 5/8 "GWB INTERIOR AIR FILM TOTALS 0.56 0.68 0.56 0.68 ---------------------------- 6.9 WEIGHTED AVERAGE R -VALUE 11111111111111111 12.86 EQUIVALENT U -VALUE 111111111111111 0.078 WALL TYPE W- CMU /8- R11 -Ex.- Fur +GWB -A2 111.1.1. 10% R -VALUE 8" CMU W /2x4 FURRING @16" W /R -11 INSULATION COMPONENT 111.1.111 90% R -VALUE EXTERIOR AIR FILM 111111 11.111111.11111.11111111111IIEIID 1111111111111111 1.11.11111 0.17 11.00 1.01 0.17 1111111.1., 1.01 R -11 BATT INSULATION 1' AIR SPACE 2x4 STUD 5/8 "GWB 0.56 4.38 0.56 INTERIOR AIR FILM IM 0.68 0.68 TOTALS WEIGHTED AVERAGE R -VALUE 1111111111.111 13.87 7.91 EQUIVALENT U -VALUE 0.072 WALL TYPE W-CMU/(3)8 1110.111111111111.11. 3 WYTHES OF 8"CMU 1111.111111111111111.11111111111111111111111111 COMPONENT 1.11111111111 1.1.1.11.1 R-VALUE EXTERIOR AIR FILM C:1111111111111111111111111111113111 8" CMU IIIIIII 1111.11111111111111.1111111 MI 1111.1.1. 1.11.111111111111111111111311 0.17 1.11 0.68 - IIIIIIIIIIIIME 0.239 INTERIOR AIR FILM TOTALS 1111111IIIIIIIIIIIIIIIIIIIIIIIIMINIENIMMEN WEIGHTED AVERAGE R-VALUE EQUIVALENT U-VALUE CALCULATION OF R -VALUE FOR COMPONENTS WALL TYPE W- 24 @16 -R11- Met -GWB -B 2x4 STUDS @16 "O.C. W /R -11 INSULATION, METAL SIDING, GWB COMPONENT EXTERIOR AIR FILM 85% R -VALUE IIIIIIIIIIIIII 0.17 15% R -VALUE 0.17 METAL SIDING 15# BUILDING PAPER 0.00 0.06 0.00 0.06 1/2" PLYWOOD R -11 BATT INSULATION 0.63 11.00 0.63 2x4 STUD 5/8" GWB INTERIOR AIR FILM 0.56 0.68 4.38 0.56 0.68 TOTALS 13.10 6.48 WEIGHTED AVERAGE R -VALUE 12.11 EQUIVALENT U -VALUE 0.083 CALCULATION OF R -VALUE FOR COMPONENTS DOOR TYPE D -HM /1 3/4 " -R1.7 1 3/4" HOLLOW METAL DOOR W /MIN. FIBER COMPONENT EXTERIOR AIR FILM R VALUE 0.17 1 3/4" H.M. DOOR INTERIOR AIR FILM IIIIIIIIMMIIIIIIMIIIIIIIIIIIMIIIIIIIIIIIIIIMIIIIIIMI 1.69 0.68 .1.1 0.394 TOTALS EQUIVALENT U -VALUE CALCULATION OF R -VALUE FOR COMPONENTS CEILING TYPE C- 24 @32 -R19- Met -ADX 2X4 RAFTERS @32 "O.C. W /R -19 INSULATION, METAL ROOF, 1/2" ADX PLY COMPONENT EXTERIOR AIR FILM 90% R -VALUE 0.17 10% R -VALUE 0.17 METAL ROOF 15# BUILDING PAPER 1/2" PLYWOOD R -19 BATT INSULATION 0.00 0.06 0.63 19.00 0.00 0.06 0.63 11111111111111 4.62 0.63 0.62 2x4 RAFTER 1/2" ADX PLYWOOD INTERIOR AIR FILM _0.63 0.62 TOTALS WEIGHTED AVERAGE R -VALUE ----- - - - - -- 21.11 19.67 6.73 IIIIIIIIIIIIII IIIIIIIIIIIIIII EQUIVALENT U -VALUE 0.051. CALCULATION OF R -VALUE FOR COMPONENTS CEILING TYPE C- 210 @24 -R19- BUR - SUSP.AC TILE CLG 2X10 RAFTERS @24 "O.C. W /R -19 INSULATION, MOD. BIT. ROOF, 6" AIR- SPACE,ACOI COMPONENT 85% R -VALUE 15% R -VALUE EXTERIOR AIR FILM 0.17 0.17 SINGLE PLY MOD. BIT. 15# BUILDING PAPER 0.33 0.06 0.33 0.06 3/4" PLYWOOD 0.94 0.94 R -19 BATT INSULATION 19.00 2x10 RAFTER 11.56 6" AIR SPACE 3/4" ACOUSTIC TILE 0.94 , 0.94 1.78 INTERIOR AIR,FILM 0.62 0.62 TOTALS 23.84 16.4 WEIGHTED AVERAGE R -VALUE 22.72 EQUIVALENT U -VALUE 0.044 CALCULATION OF R -VALUE FOR COMPONENTS CEILING TYPE C- Trus @24 -R19- Met -GWB TRUSSES @24 "O.C. W /R -19 BATT INSULATION, METAL ROOF, 5/8" GWB COMPONENT EXTERIOR AIR FILM 85% R -VALUE 0.17 15% R -VALUE 0.17 METAL ROOF 15# BULDING PAPER 0.00 0.06 0.00 0.06 1/2" PLYWOOD AIR SPACE R -19 INSULATION 2x4 TOP CHORD 2x4 BOTTOM CHORD 0.63 0.94 19.00 0.63 0.94 X4.38 4.38 5/8" GWB 0.56 0.56 INTERIOR AIR FILM 0.62 0.62 TOTALS WEIGHTED AVERAGE R -VALUE 21.98 20.44 11.74 EQUIVALENT U -VALUE 0.049 CALCULATION OF R -VALUE FOR COMPONENTS CEILING TYPE C- Trus @24 -R19- BUR -GWB -B TRUSSES @ 24 "O.C. W /R -19 BATT INSULATION, BUR, allillinliallni 3/4" PLYWD., 5/8" GWB COMPONENT 90% R -VALUE 10% R -VALUE EXTERIOR AIR FILM 0.17 0.17 BUR 0.33 0.33 15# BUILDING PAPER 0.06 0.06 3/4" PLYWOOD 0.94 0.94 R -19 NSULATION 19.00 2x4 TOP CHORD 11.111111111111111111= 2x4 BOTTOM CHORD 111111111111 4.38 5/8" GWB 0.56 0.56 INTERIOR AIR FILM 0.62 0.62 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII TOTALS 111111111r► MIIIIIIIIIMIIIIIIIIIIII WEIGHTED AVERAGE R -VALUE 20.66 11111.11111 EQUIVALENT U -VALUE 0.048 'JLIL-2?-199O 14 :19 FPOM :.ir�ier For t 'Barger King - South Center Ire .u1a.tion TO Permit No. E N E R G Y C E R T I F I C A T I O N 335 Andover Park, west, Tukwilla, WA LOCATION ROOF Material N/A Thickness (inches) EXTERIOR WALL Material Fiberglass Thickness (inches) 34 inches CEILING Batt or Blanket :type Fiberglass Thickness ( inches) 64 inches Loose Fill Type N/A Minimum Thickness (inches) Area Covered (sq•ft,) DESCRIPTION FLOOR, ELEVATED Material. N/A Thickness (inches) FLOOR, St4AS Material _ N/A h Thickness (inces) Width (inches) FOUNDATION 'TALL Material N/A Thickness (inches) OF INSULATION 915753709 P.01 Cerley- Brand Name N/A Thermal Resistance (R Value) • Brand Name John Manville Thermal Resistance (R Value) R -11 Brand Name John Manville Thermal Resistance (R Value) R -19 Brand Name N/A Number of gags Wt. per bag_e_r Thermal Resistance (R Value) Brand Name N/A Thermal Resistance (R Value) Brand Name N/A Thermal Resietatnce (R Value) Brand Name N/A Thermal Resistance (R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of Washington Energy Requirements. Rainier Insulation, Inc. RAINII*274D7 ±.kRM NAh /OWN }R STATE CONTRACTOR'S LICENSE NO. president SIGNATURE TITLE July 25, 1990 DATE I herby certify the above insulation and all required items as shown on the Building Department appoved plans and attchmenta have been installed as required by the State of Washington Energy Requirements. All equipment, devices and materials Are of the quality prescribed or are specifically approved by the State of Washington. FIRM NAME /OWNER -STATE CONTRACTOR LICENSE N0. SIGNATURE OF GENERAL CONTRACTOR /OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR To FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING RECEIVED CITY Of TUMILA JUL 30 1990 PERMIT CENTER TOTAL P.01 JUL 26 '90 10:21 Enslow Roofing 18517 38th AVENUE EAST • TACOMA, WASHINOiTON 98446 TAC: (206) 535.9208 SEA; (206) 242 -5919 cow AENSLOR•150CH Pacific Quality Construction 627 NE Halsey St. Portland, Oregon 97232 A'ITN: Tony Bullard July 24, 1990 RE: Roof on Tukwila Burger King ,•O,. 't 7a P.2/2 We installed 1 -28# base sheet, 3 ply fiberglass mat and 1 mineral cap sheet which matches the exact specifications of the Tukwila Burger King plans. • RECEIVED • CITY OF TUKW LA JUL 31 1300 PERMIT CENTGfl Pf-v 'OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma (206) 627.4477 26 July 1990 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Burger King 335 Andover Park West, Tukwila PERMIT NUMBER: 5970 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. Types of Inspection: Reinforcing steel Reinforced concrete Reinforced masonry Copies of all reports have been submitted to your office or are enclosed. Very truly yours, OTTO ROSENAU & ASSOCIATES, INC. Otto M. Rosenau Enclosure fax c: Pacific Quality Construction JUL 3 0 1990 FEFMIT CEN EEz JIJ.L -30 -90 MON 12 :20 G " SI< I P " LOWN I NG ARCH P. 02 downing architects, inc. A1A, ASID, FOS' g � July 30, 1990 City of Tukwila Building Department Attn. Dave Larson, Bldg. Inspector 6200 Southcenter Blvd. Seattle, WA 98188 RE: Burger King 335 Andover Park West Tukwila, WA 98188 To Mr. Larson, Three concerns have been brought to my attention regarding the Burger King at the above address: First, a deviation in the plans regarding the closeness of a fryer to an end wall. Apparently the plans are dimensioned at 27" and in reality, the distance is at 23 ". This should not be a problem as the UMC 85 code states that grease producing equipment must be no less than 18" from a combustible surface of any type. Hence, it is installed some 5" beyond the minimum. The second item brought to my attention is that there is a 3" clearance in the stack in lieu of the 6" clearance specified in the plans. While the code states a three inch airspace is adequate separation between the shaft and duct, it is not the common practice of our company to provide the minimum requirement, hence our plans showed 6 ". In this case, building restraints made the scenario of the 6" airspace impossible to retain, so we concur with code and accept the 3" airspace, Lastly, the item that I had to do a little checking on is the hood with reference to CFMs exhausted from the structure. The new hood configuration only exhausts some 453 cubic feet of conditioned air per minute. This is needed to form a negative airpressure in from top the hood which envelopes the grease -laden air & draws it through the duct into the atmosphere. Because of the some 6000 CFM of air are pushed through this hood with its make -up & exhaust, one can see this small amount will not affect the ambient temperature of the restaurant during operating hours. This is hardly a quantity of air equal to a bathroom ventilator (which incidentally, is 300 CFM). With this small amount of air, even rebalancing will not be necessary. 607 19TH AVE, EAST SEATTLE, WA. 98112 KS CITY (h• /ILA JUL 3 ;z36 PERMIT Ci�wTClt TEL. (206) 323 -8500 FAX (206) 323 -3123 �xJ UL + + -30- 90 MON 1 _ 27 G "SKIP " DOWN I �. . ARCH P. 01 g.'1ski�' downing architects, Inc. AIA, ASIA, FCSI Should there be any further questions or clarifications needed, please do not hesitate to call me at 323 -8500. Re tfully, '6A Skip" G. "SKIP" GSD:kds 1 DO ng, AIA FCSI 16ID INC. NING ARCHI cc; Tony Bullard, Pacific Quality Construction 60719TH AVE, EAST SEATTLE, WA. 98112 RECEIVED CITY G( Ti;;•:VViLA JUL 3 0 1990. PERiMIT CENTER TEL. (208) 323 -9500 FAX (208) 323-3123 OTTO R63ENAU & ASSCJIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206)1 1 iflic 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 007 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 11 May 1990 — Supervised grouting of - to top of walls . 1990 t.: r t ��• r"w;�A PERMIT NUMBER: 5970 INSPECTOR: J. Rabe Batch weights: 1. sack cement to 25 shovels of 2000 psi required at 28 days a 70/30 sand /pea gravel mix Cast cylinders # Cast prisms # 6 A -C All cells were rodded properly immediately after grouting. All resteel was In place & secured. All resteel is from Salmon Bay Steel and is grade 60. DATE DATE CAST BROKEN COMPRESSION TEST RESULTS ON GROUT SPECIMENS AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH DAYS SIZE IN LBS. 5 -11 -90 5 -18 -90 5 -11 -90 6 -8 -90 5 -11 -90 6 -8 -90 7 6 -A 4 "x4i "x7}" 28 6 -B 4 "x4i "x7i" 28 6 -C 4 "x4i "x7i" Masons were laying block in the following areas: Mortar fins were cleaned off on all grouted cells. 11 #.10 oz. 11116 oz. 11414 oz. 54,500 99,500 101,500 to top of walls (last two courses). Mortar Mix: 1 sacks cement, } sack lime, 22 shovels Type S - 1800 psi @ 28 days DATE CAST 5 -11 -90 5 -11 -90 5 -11 -90 DATE BROKEN 5 -18 -90 6 -8 -90 6 -8 -90 STRENGTH LBS. SQ. IN. 2868 5853 5971 sand, oz. color, & 8 oz. dry block. COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) AGE IN SPECIMEN WEIGHT ULT. STRENGTH DAYS NUMBER IN LBS. SPECIMENS ARRIVED IN LAB: 7 7 -A 28 7 -B 28 7 -C 5 -14 -90 WEATHER: Partly overcast. cc: --Owner, _Architect, _Engineer, ..1 ,Contractor _Masonry Contractor l Bldg. Dept. 12 oz. 12 oz. 12 oz. 10,700 17,850 18,800 STRENGTH LBS. SO. IN. 2675 4463 4500 OTTO ROSENAU & ASSOCIATES, INC. JOB NUMBER: OTTO RCS 3ENAU & ASSC.IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725 -4600 90 -098 PROJECT: Burger King @ 335 DATE: 14 May 1990 Supervised grouting of • Seattle, WA 98118 • Tacoma (206) ie f7 627 -4477 MASONRY REPORT REPORT NUMBER: 008 Andover Park W., Tukwila INSPECTOR: PERMIT NUMBER: R. Bogle Batch weights: ",(,t(} psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from and is grade DATE CAST DATE ,BROKEN 5970 COMPRESSION TEST RESULTS ON GROUT SPECIMENS AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH DAYS SIZE IN LBS. STRENGTH LBS, SQ. IN. Masons were laying block in the following areas: columns located at lines B and C on line 2, also first lift for garbage walls at back of building. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1} sacks cement, sack lime, 22 shovels sand, 8 oz. Type S — 1800 psi @ 28 days DATE CAST DATE BROKEN dry block. COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) AGE IN SPECIMEN WEIGHT ULT. STRENGTH DAYS NUMBER IN LBS. 5 -14 -90 5 -14 -90 5 -14 -90 5 -21 -90 6 -11 -90 6 -11 -90 SPECIMENS ARRIVED IN LAB: 7 28 28 5-15-90 8 —A 8 —B 8 —C WEATHER: Overcast /rain showers. cc: _Owner, _Architect, _Engineer, LContractor _Masonry Contractor Bldg. Dept, 12 oz. 12 oz. 12 oz. 8200 19,000 18,850 STRENGTH LBS. SQ. IN. 2050 4750 4713 OTTO ROSENAU & ASSOCIATES, INC. W'; .>II`'.•••••r.•- oc) OTTO R&3ENAU & ASSO:.IATES CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206)725 -4600 . Seattle, WA 98118 Tacoma (206) f82k04©7c 627 -4477 11;(-110)7 JUN 1_ 3 1990 J►t yvi A P7— MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 009 PROJECT: Burger King @ 335 Andover Park W., Tukwila PERMIT NUMBER: 5970 DATE: 15 May 1990 INSPECTOR; R. Bogle Supervised grouting of second and third lifts for walls for garbage container walls end of building, also columns at front entrance of main building on line 1 at lines B Resteel for vertical and bond beam only, per plans and specifications. at west & C. Batch weights: 1 sack cement to 25 shovels of 2000 psi required at 28 days a 70/30 mix of sand /pea gravel Cast cylinders # Cast prisms # 7 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. DATE DATE CAST .BROKEN COMPRESSION TEST RESULTS ON GROUT SPECIMENS AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH DAYS SIZE • IN LBS. STRENGTH LBS, SQ. IN, 5 -15 -90 5 -22 -90 5 -15 -90 6 -12 -90 5 -15 -90 6 -12 -90 7 7 —A 4 "x4 "x7i" 10414 oz. 28 7 —B 3 3/4 "x4i "x7 3/4" 10416 oz. 28 7 —C 3 3/4 "x4 "x7 3/4" 10414 oz. Masons were laying block in the following areas: same as above. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sacks of cement, sack lime, 22 shovels sand, } oz. Type S — 1800 psi @ 28 days DATE DATE CAST BROKEN 5 -15 -90 5 -22 -90 5 -15 -90 6 -12 -90 5 -15 -90 6 -12 -90 46,500 73,500 69,000 2906 4594 4600 color, & 8 oz. dry block COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) AGE IN SPECIMEN WEIGHT ULT. STRENGTH DAYS NUMBER IN LBS. 7 28 28 SPECIMENS ARRIVED IN LAB: 5 -16 -90 9 —A 9 —B 9 —C WEATHER: Overcast cc: _Owner, _Architect, _Engineer, 1.Contractor _- _Masonry Contractor LBIdg. Dept. 1110 oz. 1410 oz. 1410 oz. 6700 12,200 12,350 STRENGTH LBS. SQ. IN. 2133 3883 3931 OTTO ROSENAU & ASSOCIATES, INC. ..f.~4,/ OTTO R6SENAU & ASSO..:IAT CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South . Seattle, WA 98118 (206) 725 -4600 Tacoma (206) 09N* 627 -4477 AUDIO IV 18 1990 .1 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 010 PROJECT: Burger King @ 335 Andover Park W., Tukwila EXAMMgN PERMIT NUMBER: 5970 DATE: 16 May .1990 INSPECTOR: R. Bogle Supervised grouting of columns located at lines B & C on line 2 (whole columns) , also columns on line 2 and 2.2 for doorway entrance at line D to D.2. Batch weights: 1 i sacks cement to 30 shovels of a 2000 psi required at 28 days 70/30 sand /pea gravel mix Cast cylinders # Cast prisms # 8 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -16 -90 5 -23 -90 7 8 —A 3 3/4 "x3 3/4 "x7 3/4" 9114 oz. 33,500 2393 5 -16 -90 6 -13 -90 28 8 —B 4 "x4"x7 3/4" 1014 oz. 51,500 3219 5 -16 -90 6 -13 -90 28 8 —C 3 3/4 "x4 "x7 3/4" 10410 oz. 43,500 2900 Masons were laying block in the following areas: Mortar fins were cleaned off on all grouted cells. Mortar Mix: Type — psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. SPECIMENS ARRIVED IN LAB: 5 -17 -90 WEATHER: cc: _Owner, _Architect, _Engineer, 1 Contractor — Masonry Contractor 1 BIdg. Dept. OTTO ROSENAU & ASSOCIATES, INC. 0.01P-20,P. OTTO R� 3ENAU & ASSC IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South . Seattle, WA 98118 (206) 725-4600 Tacoma (206),452 4E 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 002 PROJECT: Burger King @ 335 Andover Park W., Tukwila v AUDI . u . /[.,ifl mom ,41...mum,,,,,L.0007,) CITY OF TUKWILA PLANNING DEPT. PERMIT NUMBER: 5970 DATE: 4 May 1990 INSPECTOR:, R. Bogle Supervised grouting of second & third lifts for vertical cells and bond beams at walls on lines A to B on 1, 1 to 3onA, andAtoBon3. Batch weights: 1i sacks cement to 25 shovels of a 2000 psi required at 28 days 70/30 sand /pea gravel mix Cast cylinders # Cast prisms # 2 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -4 -90 5- 11-90 7 2 —A 4 "x4 "x7 3/4" 11#0 oz. 70,000 4375 5 -4 -90 6 -1 -90 28 2 —B 4 "x4 "x7}" 10116 oz. 101,500 6344 5 -4 -90 6 -1 -90 28 2 —C 4 "x4 "x7i" 10114 oz. 103,000 6438 Masons were laying block in the following areas: second lift at lines B to D on line 3, A to B on 1, 1 to 3 on A, and A to B on 3. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, sack lime, 22 shovels sand, oz. rose color, and 8 oz. Dryblock Type S —1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -4 -90 5 -11 -90 7 2 —A 12 oz. 6250 1563 5 -4 -90 6 -1 -90 28 2 —B 12 oz. 14,900 3725 5 -4 -90 6 -1 -90 28 2 —C 12 oz. 15,150 3788 SPECIMENS ARRIVED IN LAB: 5 -7 -90 WEATHER: Partly cloudy, 80 °F. cc: ___Owner, __Architect, _Engineer, LContractor Masonry Contractor l BIdg. Dept, OTTO ROSENAU & ASSOCIATES, INC. OTTO RC SENAU & ASSO7 ;IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 Tacoma (206)17&141137c 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 003 PERMIT NUMBER: 5970 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 7 May 1990 INSPECTOR: R. Bogle Supervised grouting of third lift for wall section on line 3 and lines A to 'D and second lift for wall section at 2.5 to 3 on line D. Batch weights: 1 sacks cement to 25 shovels of 2000 psi required at 28 days a 70% sand /30% pea gravel mix Cast cylinders # Cast prisms # 3 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured, All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -7 -90 5 -14 -90 7 3 —A 3 3/4 "x4 "x7i" 10110 oz. 90,000 6000 5 -7 -90 6 -4 -90 28 3 —B 3 3/4 "x4 "x7 3/4" 10 118 oz. 102,500 6833 5 -7 -90 6 -4 -90 28 3 —C 4 "x4 "x7 3/4" 10 #12 oz. 109,000 681.3 Masons were laying block in the following areas: third lift at wall section 2.5 to 3 on line D and line 3 at A to D. Mortar fins were cleaned'off on all grouted cells. MortarMix: 1 sack cement, } sack lime, 22 shovels sand, oz. color, and 8 oz. Dryblock Type S — 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -7 -90 5 -14 -90 7 3 —A 12 oz. 7000 1750 5 -7 -90 6 -4 -90 28 3 —B 12 oz. 17,350 4338 5 -7 -90 6 -4 -90 28 3 —C 12 oz. 16,950 4238 SPECIMENS ARRIVED IN LAB: 5 -8 -90 WEATHER: cc: _Owner, _Architect, Engineer, 1 Contractor _Masonry Contractor 1 Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. OTTO R(r SENAU & ASS . IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206) It5VOIEr7k 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 004 PROJECT: Burger King @ 335 Andover Park W., Tukwila PERMIT NUMBER: 5970 DATE: 8 May 1990 INSPECTOR: R. Bogle Supervised grouting of third lift for 1'irtes 1 to 2.5 on line A', lines A to B on line 1, also fourth lift but only for door and window lintels at line D at 1 to 3 and .1 to 3 on line A. Batch weights: 1 sack cement to 25 shovels of 2000 psi required at 28 days a 70/30 sand /pea gravel mix Cast cylinders # Cast prisms # 4 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -8 -90 5 -15 -90 7 4 —A 3 3/4 "x4 "x7}" 10114 oz. 68,500 4567 5 -8 -90 6 -5 -90 28 4 —B 3 3 /4 "x4i "x7i" 91/12 oz. 94,500 5929 5 -8 -90 6 -5 -90 28 4 —C 4 "x4i "x7}" 10#0 oz. 98,000 5765 Masons were laying block in the following areas: A to D and 1 to 3 on entire building. Four courses of block laid. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1} sack cement, sack lime, and 22 shovels sand, oz. (red) color & 8 oz. dry block Type S —1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SO. IN. 5 -8 -90 5 -15 -90 7 4 —A 12 oz. 9850 2463 5 -8 -90 6 -5 -90 28 4 —B 12 oz. 16,850 4213 5 -8 -90 6 -5 -90 28 4 —C 12 oz. 16,550 4138 SPECIMENS ARRIVED IN LAB: 5 -9 -90 WEATHER: Partly cloudy. cc: ___Owner, _Architect, _Engineer, _L Contractor Masonry Contractor 1 Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. • OTTO Rd 3ENAU & ASSCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725 -4600 . Seattle, WA 98118 Tacoma (206)45r2410 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 005 PERMIT NUMBER: 5970 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 9 May 1990 Supervised grouting of third lift for vertical cells only for entire third lift of building — A to D and 1 to 3. INSPECTOR: R. Bogle Batch weights: 1 sack cement to 25 shovels of 2000 psi required at 28 days 1 70/30 mix of sand /pea gravel Cast cylinders # Cast prisms # 5 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -9 -90 5 -16 -90 7 5 —A 3 3/4 "x3 3/4 "x7 3/4" 94112 oz. 43,500 3107 5 -9 -90 6 -6 -90 28 5 —B 4 "x4 "x7i" 104112 oz. 83,500 5219 5 -9 -90 6 -6 -90 28 5 —C 3 3/4 "x4 "x7i" 10418 oz. 77,000 5133 Masons were laying block in the following areas: two courses of block for entire third lift to bond beam on entire building. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sacks cement, sack lime, 22 shovels sand, oz. color, & 8 oz. dry block Type S — 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -9 -90 5- 16 -90 7 5 —A 12 oz. 10,600 2650 5 -9 -90 6 -6 -90 28 5 —B 12 oz. 13,550 3388 5 -9 -90 6 -6 -90 28 5 —C 12 oz. 13,050 3263 SPECIMENS ARRIVED IN LAB: 5 -10 -90 WEATHER: Clear cc: _Owner, _Architect, _Engineer, _L Contractor — _Masonry Contractor t Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. P. 41 I' T� OTTO RLSENAU & ASS& IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206)R5M1137 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 006 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 10 May 1990 Supervised grouting of INSPECTOR: PERMIT NUMBER: 5970 , R. Bogle Batch weights: 9.1P psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from and is grade COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SO. IN. Masons were laying block in the following areas: three .courses at 14' height for entire building, A to D and 1 to 3 and A on 1 and D on 1. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1i sacks cement, sack lime, 22 shovels sand, oz. color, & 8 oz. dry block. Type S - 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT, STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -10 -90 5 -17 -90 7 6 -A 12 oz. 7050 1763 5 -10 -90 6 -7 -90 28 6 -B 12 oz. 13,500 3375 5 -10 -90 6 -7 -90 28 6 -C 12 oz. 13,650 3413 SPECIMENS ARRIVED IN LAB: 5 -11 -90 WEATHER: Overcast. cc: _Owner, _Architect, _Engineer, ,i Contractor ___Masonry Contractor i Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. ("7 OTTO RCI.3ENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 90 -098 PROJECT: Burger King DATE: 30 April 1990 I inspected placement of Stoneway Concrete Mix Number: 5500 i 1990 CONCRETE REPORT orrr REPORT NUMBER: 002 PERMIT NUMBER: 5970 INSPECTOR: J. Hamm 61 i cubic yards of 5i sack, 3000 psi concrete from , in the following areas: slab on grade and footing for dumpster screen walls and footings for two columns north of D line. Concrete was placed via pump Batch weights per cubic yard: 517 1950 # 7/8" agg. oz. per 100# of cement. Cast specimens 11 2 A —C at 19 cubic yards with a 4 3/4 Cast specimens 11 at cubic yards with a Cast specimens 11 at cubic yards with a Weather: Sunny, 56 -64 °F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -1-90 consolidated with shovel only. and it was Ii7�Xr�tYLICK -Ma ✓. Slump range 4"-5". . # Type 1 /11 cement, 1440 ## sand, # 02. per 100# of cement. DATE CAST " slump. Del. ticket 11 " slump. Del, ticket 11 " slump. Del. ticket 11 66 °F COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE BROKEN AGE IN DAYS SPECIMEN NUMBER WEIGHT UTL. STRENGTH IN LBS 00264141 STRENGTH LBS /SO. IN, 4 -30 -90 4 -30 -90 4 -30 -90 cc: Owner Architect Engineer 5 -7 -90 5 -29 -90 5 -29 -90 7 29 29 1— Contractor 1— Bldg: Dept. Batch Plant 2 —A 2 —B 2 —C 30412 oz . 30 #0 oz. 30414 oz. 110,000. 157,000 158,500 3891 5554 5607 OTTO ROSENAU & ASSOCIATES, INC. OTTO RC ;ENAU & ASSOC. IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206) 153101( Pc • 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 001 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 3 May 1990 PERMIT NUMBER: 5970 INSPECTOR: R. Bogle Supervised grouting of first course at lines 1. to 3 on line D and vertical 'cells only at first lift A to D on line 3 and solid grouted horizontal and vertical cells at lines 1 to 3 on line A and first course at lines A to B on line 1. Mechanical vibrator used on all cells. Batch weights: 1 sacks cement to 25 shovels of a 70/30 mix of sand /pea gravel 2000 psi required at 28 days Cast cylinders # Cast prisms # 1. A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -3 -90 5 -10 -90 7 1 -A 4 "x3 3/4 "x7i" 10110 oz. 83,000 5533 5 -3 -90 5 -31 -90 28 1 -B 3 3/4 "x4 "x7i" 10 110 oz. 97,500 6500 5 -3 -90 5- 31-90 28 1 -C 3 3/4 "x4 "x7i" 91114 oz. 98,500 6567 Masons were laying block in the following areas: first lift at lines 2.5 to 3 on line D, 1 to 2.5 on D, and C to D on I. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1. sack cement, sack lime, 22 shovels sand, & Type S —1800 psi @ 28 days oz. color. COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -3 -90 5 -10 -90 7 1 -A 1410 oz. 5750 1830 5 -3 -90 5 -31 -90 28 1-B 1110 oz. 10,100 3215 5 -3 -90 5 -31 -90 28 1 -C 1110 oz. 9950 3167 SPECIMENS ARRIVED IN LAB: 5 -4 -90 WEATHER: Partly cloudy. cc: _Owner, _Architect, Engineer, LContractor — Masonry Contractor 1. BIdg. Dopt. OTTO ROSENAU & ASSOCIATES, INC. ' OTTO Rd. JENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206)02A-0,1ffi 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 007 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 11. May .1990 INSPECTOR: J. Rabe Supervised grouting of to top of walls PERMIT TNUM (1y 8,91990 CITY ( Batch weights: 1 sack cement to 25 shovels of 2000 psi required at 28 days a 70/30 sand /pea gravel mix Cast cylinders # Cast prisms # 6 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS, SQ. IN. 5- 11-90 5 -18 -90 7 6 —A 4 }"x4i "x7i" 114/10 oz. 54,500 2868 Masons were laying block in the following areas: to top of walls (last two courses) . Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sacks cement, sack lime, 22 shovels sand, $ oz. color, & 8 oz. dry block. Type S — 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ, IN. 5- 11-90 5 -18 -90 7 7 —A 12 oz . 10,700 2675 SPECIMENS ARRIVED IN LAB: 5 -14 -90 WEATHER: Partly overcast. cc: — Owner, _Architect, — Engineer, _L Contractor — Masonry Contractor l Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC, 47119" „fi' mss► .„..4. OTTO Rd 3ENAU & ASSC:IATES, INC. CONSTRUCTION INSPECTION & TESTING �'''� • Seattle, WA 98118 SS a f \ 6747 M. L. King Way South (206) 725 -4600 Tacoma (206) q O'i(?7ti 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 008 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 14 May 1990 Supervised grouting of Batch weights: INSPECTOR: EXAMI/y�� 4ON PERMIT NUMBER: R. Bogle psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting, All resteel was in place & secured. All resteel is from and is grade 5970 COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. Masons were laying block in the following areas: columns located at lines B and C on line 2, also first lift for garbage walls at back of building. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sacks cement, sack lime, 22 shovels sand, 8 oz. dry block. Type S — 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SO. IN. 5 -14 -90 5- 21. -90 7 8 —A 12 oz. 8200 2050 SPECIMENS ARRIVED IN LAB: 5 -15 -90 WEATHER: Overcast /rain showers. cc: Owner, _Architect, _Engineer, .LContractor __Masonry Contractor _LBIdg. Dept, OTTO ROSENAU & ASSOCIATES, INC. r j5 OTTO RC 3ENAU & ASS .;:;IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206) ii52A44 c 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 009 PROJECT: Burger King @ 335 Andover Park W., Tukwila PERMIT NUMBER: 5970 DATE: 15 May 1990 INSPECTOR: R. Bogle Supervised grouting of second and third lifts for walls for garbage container walls at west end of building, also columns at front entrance of main building on line 1 at lines B & C. Resteel for vertical and bond beam only, per plans and specifications. Batch weights: 1 sack cement to 25 shovels of 2000 psi required at 28 days a 70/30 mix of sand /pea gravel Cast cylinders # Cast prisms # 7 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -15 -90 5 -22 -90 7 7 —A 4 "x4 "x7i" .101/4 oz. 46,500 2906 Masons were laying block in the following areas: same as above. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1. sacks of cement, sack lime, 22 shovels sand, oz. color, & 8 oz. dry block Type S — 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -15 -90 5 -22 -90 7 9 —A 1110 oz. 6700 2133 SPECIMENS ARRIVED IN LAB: 5- 1.6 -90 WEATHER: Overcast cc: Owner, ._Architect, _Engineer, -1- Contractor -___Masonry Contractor LBIdg. Dept. OTTO ROSENAU & ASSOCIATES, 0/0.- .er', ,.4134244+0,7 OTTO RCi 3ENAU & ASSCCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206) 5243107x 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 010 PROJECT: Burger King @ 335 Andover Park W., Tukwila PERMIT NUMBER: 5970 DATE: 16 May 1990 INSPECTOR: R. Bogle Supervised grouting of columns located at lines B & C on line 2 (whole columns) , also columns on line 2 and 2.2 for doorway entrance at line D to D.2. Batch weights: 1i sacks cement to 30 shovels of a 2000 Psi required at 28 days 70/30 sand /pea gravel mix Cast cylinders # Cast prisms # 8 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured, All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -16 -90 5 -23 -90 7 8 —A 3 3/4 "x3 3/4 "x7 3/4" 9114 oz. 33,500 2393 Masons were laying block in the following areas: Mortar fins were cleaned off on all grouted cells. Mortar Mix: Type — psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS, LBS. SQ. IN.. SPECIMENS ARRIVED IN LAB: 5 -17 -90 WEATHER: cc: _._Owner, _Architect, __Engineer, 1 Contractor _Masonry Contractor 1 Bldg, Dept. OTTO ROSENAU & ASSOCIATES, INC. . -4 OTTO ROSENAU & ASSOCIATES, INC. C CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 S.A.V.E EXAM CONSTRUCTION INSPECTION REPORT PROJECT: Burger King ADDRESS: 335 Andover Park West ARCHITECT: Thomas Emrich CONTRACTOR: Pacific Quality Construction PERMIT NUMBER: 5970 JOB NUMBER: 90 -098 ENGINEER: INSPECTED AT: Job Site I UK , INSPECTOR AND DATE J. Hamm 4 -16 -90 J. Hamm 4 -30 -90 INSPECTOR'S REMARKS R. Bogle 5 -14 -90 Inspected and approved the resteel and forms in footings of main building between line 1 and 3, from A to D. Resteel is grade 60, as specified, from Salmon Bay. Approved plans dated 4- 12 -90. Inspected and approved the resteel and forms for slab on grade and footing for dumpster screen walls, and footings for two columns north of D line, except dowels for CMU wall at dumpster screen. Detail E on S -1 calls for full height wall steel from footing mat (maximum 6'). Wall dowels as detailed and shipped to site for the dumpster screen wall were 1'1" toe and only 2'8" leg, not the 1'l" toe with 6'1" leg specified. Engineer to verify if OK. Resteel is grade 60, as specified, from Salmon Bay Steel, and also welded wire mesh reinforcing in slab. Inspected and approved the resteel and forms for column bases located at lines 2 to 2.3 on lines D and D.S. Resteel as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by'any other person or firm is strictly prohibited without written permission cc: Owner from our firm. This report may be a matter of public record at government Architect agencies etc., but it is public record for viewing only, not for personal Engineer or financial gain. 1- Contractor ncnt OTTO Rd-d- 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 JOB NUMBER: 90 -098 PROJECT: Burger King DATE: 16 April 1990 I inspected placement of 28 Stoneway Sand & Gravel Mix Number: 5500 Concrete was placed via Batch weights per cubic yard: 1950 # 7/8" agg. oz. Cast specimens It 1 A —C Cast specimens /I Cast specimens 1I CONCRETE REPORT REPORT NUMBER: 001 PERMIT NUMBER: 5970 pump INSPECTOR: J. Hamm cubic yards of 5 sack, 3,000 in the following areas: footing of main building, only between line 1 and 3 from A to D. psi concrete from and it was vibrated internally. Slump range 4i to 5" Type I /II cement, 1440 # sand, . oz. per 100# of cement. 517 # per 100# of cement. at at at 10 cubic yards with a cubic yards with a cubic yards with a Weather: sunny 64° Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4-17 -90 DATE CAST 4 -16 -90 4 -16 -90 4 -16 -90 " slump. Del. ticket 11 261505 " slump. Del. ticket It " slump. Del. ticket /1 68° COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) AGE IN SPECIMEN UTL. STRENGTH STRENGTH DAYS NUMBER WEIGHT IN LBS LBS /SO. IN. 7 1 -A 30#0 oz. 124,000 4386 28 1 -B 30#4 oz. 188,000 6650 28 1 -C 30114 oz. 186,000 6579 DATE BROKEN cc: Owner Architect Engineer 4 -23 -90 5 -14 -90 5 -14 -90 1— Contractor 1 -Bldg. Dept. Batch Plant OTTO ROSENAU & ASSOCIATES, INC. OTTO R6..3ENAIU . ASSC :,..:IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206),952e -5107c 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 002 PERMIT NUMBER: 5970 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 4 May 1990 INSPECTOR: R. Bogle Supervised grouting of second & third lifts for vertical cells and bond beams at walls on lines A to B on 1, .1 to 3 on A, and A to B on 3. Batch weights: 1i sacks cement to 25 shovels of a 2000 psi required at 28 days 70/30 sand /pea gravel mix Cast cylinders # Cast prisms # 2 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -4 -90 5- 11-90 7 2 —A 4 "x4 "x7 3/4" 11110 oz. 70,000 4375 Masons were laying block in the following areas: second lift at lines B to D on line 3, A to B on 1., 1 to 3 on A, and A to B on 3. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1 sack cement, sack lime, 22 shovels sand, oz. rose color, and 8 oz. Dryblock Type S —1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -4 -90 5- 11-90 7 2 —A 12 oz. 6250 1563 SPECIMENS ARRIVED IN LAB: 5 -7 -90 WEATHER: Partly cloudy, 80°F. cc: _:_.Owner, ___Architect, _Engineer, L.Contractor __.Masonry Contractor 1._BIdg. Dept. OTTO ROSENAU & ASSOCIATES, INC. 0,0-420, . OTTO RCS 3ENAU & ASSO IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South . Seattle, WA 98118 i s1 ' � ac E (206) 725 -4600 41 Tacoma (206 »752 �� 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 003 PERMIT NUMBER: 5970 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 7 May 1990 INSPECTOR: R. Bogle Supervised grouting of third lift for wall section on line '3 and lines A to D and second lift for wall section at 2.5 to 3 on line D. Batch weights: 1 sacks cement to 25 shovels of 2000 psi required at 28 days a 70% sand /30% pea gravel mix Cast cylinders # Cast prisms # 3 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH. CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN. 5 -7 -90 5- 14 -90 7 3 —A 3 3/4 "x4 "x7i" 10110 oz. 90,000 6000 Masons were laying block in the following areas: line 3 at A to D. Mortar fins were cleaned off on all grouted cells. third lift at wall section 2.5 to 3 on line D and Mortar Mix: 1 sack cement, sack lime, 22 shovels sand, oz. color, and 8 oz. Dryblock Type S — 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -7 -90 5- 14 -90 7 3 —A 12 oz. 7000 1750 SPECIMENS ARRIVED IN LAB: 5 -8 -90 WEATHER: cc: Owner, _Architect, _Engineer, L Contractor _Masonry Contractor Bicig. Dept. OTTO ROSENAU & ASSOCIATES, INC. , OTTO R( SENAU & ASSC IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206) '< 2/010'74 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 004 PERMIT NUMBER: 5970 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 8 May 1990 INSPECTOR: R. Bogle Supervised grouting of third lift for lines 1 to 2.5 on line A, lines A to B on line 1, also fourth lift but only for door and window lintels at line D at 1 to 3 and 1 to 3 on line A. Batch weights: 1 sack cement to 25 shovels of a 70/30 sand /pea gravel mix 2000 psi required at 28 days Cast cylinders # Cast prisms # 4 A -C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60 . COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ. IN, 5 -8 -90 5- .15 -90 7 4 -A 3 3/4 "x4 "x7i" 10;'/4 oz. 68,500 4567 Masons were laying block in the following areas: A to D and 1 to 3 on entire building. Four courses of block laid. Mortar fins were cleaned off on all grouted cells, Mortar Mix: 1 sack cement, sack lime, and 22 shovels sand, oz. (red) color & 8 oz. dry block Type s -1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT, STRENGTH STRENGTH CAST BROKEN •DAYS NUMBER IN LBS. LBS, SQ. IN. 5 -8 -90 5 -15 -90 7 4 -A 12 oz. 9850 2463 SPECIMENS ARRIVED IN LAB: 5 -9 -90 WEATHER: Partly cloudy. cc: _.Owner, _Architect, Engineer, _L Contractor _Masonry Contractor _i Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. 01113-0. 2,g0; „4-casnrs403-04- , OTTO R( 3ENAU & ASSC RTES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725 -4600 • Seattle, WA 98118 Tacoma (206),75241a 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 005 PERMIT NUMBER: 5970 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 9 May 1.990 Supervised grouting of third lift for vertical cells only for entire third lift of building - A to D and 1 to 3. INSPECTOR: R. Bogle Batch weights: 1 sack cement to 25 shovels of 2000 psi required at 28 days 1 70/30 mix of sand /pea gravel Cast cylinders # Cast prisms # 5 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SQ, IN. 5 -9 -90 5- 16 -90 7 5 —A 3 3/4 "x3 3/4 "x7 3/4" 9//12 oz. 43,500 3107 Masons were laying block in the following areas: two courses of block for entire third lift to bond beam on entire building. Mortar fins were cleaned off on all grouted cells. MortarMix: 1 sacks cement, sack lime, 22 shovels sand, oz. color, & 8 oz. dry block Type S — 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -9 -90 5 -16 -90 7 5 —A 12 oz. . 10, 600 2650 SPECIMENS ARRIVED IN LAB: 5- 10 -90 WEATHER: Clear cc: ,._._Owner, !Architect, Engineer, 1.-.Contractor .......—Masonry Contractor 1^ .Bldg. Dept. OTTO ROSENAU & ASSOCIATES, INC. • OTTO R6.3ENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 Tacoma (206) »752a167i 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 006 PROJECT: Burger King @ 335 Andover Park W., Tukwila DATE: 10 May 1990 Supervised grouting of INSPECTOR: PERMIT NUMBER: R. Bogle Batch weights: psi required at 28 days Cast cylinders # Cast prisms # All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from and is grade 5970 COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS, SQ. IN. Masons were laying block in the following areas: three courses at 14' height for entire building, A to D and 1 to 3 and A on 1 and D on 1. Mortar fins were cleaned off on all grouted cells. Mortar Mix: 1i sacks cement, sack lime, 22 shovels sand, oz. color, & 8 oz. dry block. Type S — 1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER . IN LBS. LBS. SQ. IN. 5 -10 -90 5 -17 -90 7 6 —A 12 oz. 7050 1.763 SPECIMENS ARRIVED IN LAB: 5 -11 -90 WEATHER: Overcast. cc: _Owner, _.Architect, __Engineer, 1 Contractor _Masonry Contractor l Bldg. Dept, OTTO ROSENAU & ASSOCIATES, INC. P-(' OTTO RL SENAU & ASSOCIATES INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725 -4600 • Tacoma (206) : 52R1Q 627 -4477 MASONRY REPORT JOB NUMBER: 90 -098 REPORT NUMBER: 001. PROJECT: Burger King @ 335 Andover Park W., Tukwila .x PERMIT NUMBER:•: ..,5970'.. DATE: 3 May .1990 INSPECTOR: R. Bogle Supervised grouting of first course at lines 1 to 3 on line D and vertical cells only at first lift A to D on line 3 and solid grouted horizontal and vertical cells at lines 1 to 3 on line A and first course at lines A to B on line 1. Mechanical vibrator used on all cells. Batch weights: 1i sacks cement to 25 shovels of a 70/30 mix of sand /pea gravel 2000 psi required at 28 days Cast cylinders # Cast prisms # 1 A —C All cells were rodded properly immediately after grouting. All resteel was in place & secured. All resteel is from Salmon Bay Steel and is grade 60. COMPRESSION TEST RESULTS ON GROUT SPECIMENS DATE DATE AGE IN NUMBER PRISM WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS SIZE IN LBS. LBS. SO, IN. 5 -3 -90 5 -10 -90 7 1—A 4 "x3 3/4 "x7?<" 10 #0 oz. 83,000 5533 Masons were laying block in the following areas: first lift at lines 2.5 to 3 on line D, 1 to 2.5 on D, and C to D on 1. Mortar fins were cleaned off on all grouted cells, Mortar Mix: 1 sack cement, sack lime, 22 shovels sand, & oz. color. Type S —1800 psi @ 28 days COMPRESSION TEST RESULTS ON 2" MORTAR CUBES (Area 4 sq. in.) DATE DATE AGE IN SPECIMEN WEIGHT ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER IN LBS. LBS. SQ. IN. 5 -3 -90 5 -10 -90 7 1 —A 1110 oz. 5750 1830 SPECIMENS ARRIVED IN LAB: 5 -4 -90 WEATHER: Partly cloudy. cc: Owner, _Architect, _Engineer, .1 _,Contractor _— _Masonry Contractor Bldg. Dept, OTTO ROSENAU & ASSOCIATES, INC. OTTO ROc.NAU & ASSOC ATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 il1l�Icl AUDIO VISUA 04.11w g 231990 ON IT Gt I:iKLyiILA ..._... P!_ANN.,5� NG DEPT. CONSTRUCTION INSPECTION REPORT PROJECT: Burger King ADDRESS: 335 Andover Park West ARCHITECT: Thomas Emrich CONTRACTOR: Pacific Quality Construction PERMIT NUMBERt.Ls597,0.;';" JOB NUMBER: 90 -098 ENGINEER: INSPECTED AT: Job Site INSPECTOR AND DATE J. Hamm 4 -16 -90 INSPECTOR'S REMARKS Inspected and approved the resteel and forms in footings of between line 1 and 3, from A to D. Resteel is grade 60, as Salmon Bay. Approved plans dated 4- 12 -90. main building specified, from This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission cc: Owner from our firm. This report may be a matter of public record at government Architect agencies etc., but it is public record for viewing only, not for personal Engineer or financial gain. 1-Contractor 1 -Bldg. Dept. OFFLE MEMO CITY or TUKWILA TO: X7GE FROM: •Rtie ° °° 41-iz imolo °,. ".' VfjA'.6Esl K /N4 REvM/c2ii5 Tigmir # 597U Roo Ea) OF geriStoy, Ce-40"4' 4)/ me'ii API°AbdEO /4A6. Z NO'S es, ? Itao Gb 1)a16 447o. Do Lt-Iv ^cO p�ec�� P"k' `7 55O .-ROM:CITY OF TUKWILA TO :MITHUN PARTNERS APR 4, 1990 7 :10AM P.02 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433-1851 RECEIVED CITY OF TUKWILA APR 0 6 1990 PERMIT CENTER * *REVISION SUBMITTAL ** DATE 4/Y d PROJECT NAME �U ADDRESS v 4, CONTACT PERSON ld PHONE ARCHITECT OR ENGINEER Vv/ 1 rN) d°/4- -77V64-4 40Z3. 33'�� PERMIT NUMBER .5 q 70 PLAN CHECK NUMBER TYPE OF REVISION: (If previously issued) reek, re-s71 GI 8412- SHEET NUMBER(S) A'2- A.5 I44 '4S` At 5 / SZ-- S3 "Cloud" or higarillt ;11 areas of revisions and date revisions. fr)4e-C//Z4 SUBMITTED TO: MITHUN P A R T N E R S Transmittal ❑ Memorandum To /2: /�GL Ae// Date fP� e7(/i1-pjNy Pe/,` / Project No. B 7UIwi /4 f-M I ) °Thk—b4//s/At /7 Re: • J • We are sending you the following: ❑ Attached ❑ Under separate cover ❑ For your: ❑ Information ❑ Review & comment ❑ As requested 3 A��Gi���� -/ � s- �v/�aa�l ° s uedee-f0 7.64 !N ld bvi-- __ / - d7u1 "P'r -PE, S'Adlie*/ J:15 kr-140"20(..._ CC: ARCHITECTURE P L A N N I N G & INTERIOR DESIGN 414 OLIVE WAY S U I T E . 5 0 0 SEATTLE WA 98101 (206) 623 3344 PAX (206) 6237005 If enclosures are not as noted kindly notify us at once. CITY OF RECEIVED APR 0 6 1990 PERMIT CENTER • , allet 1(033 OLYMPIC PRINTERS, INC. (206) 452 -1381 1- 800 - 535 -9204 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 March 9, 1990 PHONE N (206 4331800 Gary L. VanDnsen, Mayor Plan Check #89 -361: Burger King Restaurant Site location: 335 Andover Pk W THE FOLLOWING CONDITIONS OF APPROVAL FROM THE PLANNING DIVISION APPLY TO AND BECOME PART � E APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER �5 11 1. The berm along the pond shall have a minimum height of 4 feet and the number of shrubs proposed along the pond shall be double in density. See Landscape Plan for area needing additional shrubs. 2. Provide stepping stones or paved walkway for pedestrian access to the sidewalk along Andover Park West from the parking area. 3. Exterior lighting plan shall be submitted prior to Certificate of Occupancy request. 4. The architect shall submit the final colors prior painting the building. 5. Roof top unit will not exceed the height of 2 feet, 5 inches and will be painted the same color as the roof. R iewe by: cc: Vince Frerrese /Mithun Partners Walter Kaczynski /Speiker Partners OTAK Incorporated Plan Check #90 -361: Burger King 335 Andover Pk W THE FOLLOWING COMMENTS APPLY TO ECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_ Unl Q _. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. This building permit is for a building "shell" only. Restaurant development will require separate application and approval. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 10. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 11. Readily accessible access to roof mounted equipment is required. Burger King Page 2 12. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer, 13. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 14. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection. 15. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). Minimum Class 'C' roof covering is required. 16. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 17. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 18. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 19. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 20. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7, 21. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid, BUILDUG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: 335 Andover Pk W SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Burger King CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE PROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 X 2 Foundation 433 -1849 X 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 X 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 X 7 Framing 433 -1849 X 8 Insulation 433 -1849 X 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening 433 -1849 11 12 13 X 14 FIRE FINAL Insp: 575 -4404 X 15 PLANNING FINAL 433 -1849 X 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04129160 PLAN CHECK NUMBER 89-3l01 PROJECT: dit TH E fOLLOWINO COMMENTS APPLY AND IECOME OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER "X" REQUIRED INSPECTIONS , 6 1 Footings 2 Foundation a 3 Slab and/or Slab Insulation IP4 Shear Wall Nailing 5 Roof Sheathing Nailing 0 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 0 10 Wan Board Fastening I11 12 13 ,,14 FIRE FINAL !nap: a15 PLANNING FINAL 016 PUBLIC WORKS FINAL n, 7 BUILDING FINAL No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, �y including all gas piping (296. 4732). tI) Electrical permit shall be obtained through the Washington State V� Division of Labor and Industries and all electrical work will be inspected by that agency (B72- 6363). OAll mechanical work shall be under separate permit through the City of Tukwila. All perslts, inspection records, and approved plans shall be vvvv���� posted at the job site prior to the start of any construction. ( yI / When special inspection is required either the owner, architect or 1�� engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely canner. Reports shall contain address, project name and permit number of the project being inspected. OaAll structural concrete to be special inspected (Sec. 306, UBC). A11 structural welding ,to be done by W.A.B.O. certified welder and !11!/!!l �����.�// special inspected (Sec. 306, UBC). O9 All high - strength bolting to be special inspected (Sec. 306, UBC). LASEY Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (B) feet in length. Readily accessible access to roof mounted equipment is required. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 4ny exposed insulations backing material to have Floes Spread Rating of 25 or less, and material shall bear identification showing the firs performance rating thereof. Subgrads preparation including drainage, excavation, compaction, and fi1l requiresents shall conform strictly with recommendations given in the soils report prior to final inspection -t TI TTt1rv1 0A1Vvv/��� statement fros the roofing contractor verifying fire retardancy of roof will be required prior Ito final inspection (see attached procedure) . M114. C(.A55 `C 'Rapp Ci uar-4 144 1S RetwiR . Jar- construction to be done in conformance with approved plans and \ \vv/VV���� requirements of the Uniform Building Code 11911 Edition), Uniform Mechanical Code (1911 Edition), Washignton State Energy Code (1999 Edition), and Washington $tae Regulations for Barrier Free Facility (1989 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4717, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility o have a set of plans approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requiresents for special inspection. 21 All spray applied fireproofing as required by U.I.C. Standard No. 43-1, shall be special inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.I.C. Section 306 (a) 7. L'P/Validity of Psr.it. The issuance of a persit or approval of plans, specifications and computations shall not be construed to be a persit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No persit presuming to give authority or violate or cancel the provisions of this code shall be valid. 11 Mahan&DeSalvo CONSULTING ENGINEERS t 1411 Fourth Avenue Bldg. Seattle, Washington 98101 February 2, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 RECEIVED CITY OF TUKWILA FEB 021990 Pr•.,.,.•y' ) CI•rt 1‘... •..WtL/A (206) 624.8150 RECEIVED CITY OF TUKWILA 'j 1'0 PERMIT CENTER PERMIT CENTER Kivm r CE ?at:R Regarding: 89 -T -18 ( Southcenter Burger King) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings, structural calculations, energy calculations and soils report for your use. Bridget Smith REW:2 cc: Mithun Partners 2000 - 112th Avenue NE Bellevue, Washington 98004 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 December 18, 1989 1 DEC 1) 1989 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 89 -T -18 (Southcenter Burger King) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The calculations do not include requirements for diaphragm chords, particularly between rows 1 and 2 where the 4x8 ledger is not continuous along rows A & D. Please clarify how the chord forces are transmitted along rows A & D, include splice details if required. 2. The engineer is to provide a letter to the City stating that the shop drawings have been reviewed and approved; list shop drawings to be reviewed. Include this information in the structural notes. 3. Please note on the drawings that the special inspection requirements of Section 306 also apply to concrete and structural masonry. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, (5.L,L Bridget Smith REW:1 cc: Mithun Partners 2000 - 112th Avenue NE Bellevue, Washington 98004 MITHUN P A R T N ER S JANUARY 19, 1990 NEVAdg"; JAN 2 U 'IWU iAliAN & I) SALVO, INC. CITY OF TUKWILA BUILDING DEPARTMENT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 ATTENTION: BOB BENEDICTO DEAR BOB; RECEIVED ' CITY OF TUKWILA JAN 2 4 1990 PERMIT CENTER AS REQUESTED BY BECKY, I AM SENDING YOU THREE SETS OF THE REVISED BURGER KING DRAWINGS. THESE CONSTRUCTION DOCUMENTS ADDRESS THE COMMENTS MADE BY MAHAM /DESALVO AND REFLECT THE FOLLOWING MINOR MODIFICATIONS: 1. WIDTH OF BUILDING HAS BEEN INCREASED FROM 41.33' TO 42.33'. 2. DUMPSTER ENCLOSURE HAS BEEN LOCATED FOUR FEET FROM WEST FACE OF BUILDING TO PROVIDE WALKWAY. 3. RESTROOM LAYOUT HAS BEEN MODIFIED. 4. BLOCK PATTERN HAS BEEN INDICATED ON ELEVATION DRAWINGS. AT THIS POINT WE ARE ANTICIPATING CONSTRUCTION TO BEGIN WITHIN THE NEXT FEW WEEKS. IF YOU HAVE ANY QUESTIONS PLEASE CALL. AGAIN, THANK YOU FOR YOUR REVIEW OF THIS PROJECT. SINCERELY, RONALD VAN DER VEEN 1 ASSOCIATE CC: WALTER KACZINSKI VINCE FERRESE ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 112TH AVE NE BELL EVUE WA 98004 ,206, 454 3.344• FAX (2061646 4776 CI it I . . . ! I trZ crt17. r`r D(2.-Lfl J rU rub ..I uu 721 'e LAW 000 e -s U k) attic-At-ft/02 Cps - .fe. ' »J f Lute/) laraol,i cw'o l,a iJ ao tn•6 .1.m. = .c 7,X- ?-c � 4- 4- ( ' c �i614 t127 MST�o 5iaif ��A41 -51� 2 '15. r„I-v z. l 444 (14-6 ".(,232)(4•1 !1 -1 YYY-7J • • ' ' CONSULTING ENGINEERS PROJECT BY `!n�}� SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 March 9, 1990 PHONE # (206) 433.1800 Guy L. VanDuscn, Alnyar Plan Check #89 -361: Burger King Restaurant Site location: 335 Andover Pk W THE FOLLOWING CONDITIONS OF APPROVAL FROM THE PLANNING DIVISION APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. The berm along the pond shall have a minimum height of 4 feet and the number of shrubs proposed along the pond shall be double in density. See Landscape Plan for area needing additional shrubs. 2. Provide stepping stones or paved walkway for pedestrian access to the sidewalk along Andover Park West from the parking area. 3. Exterior lighting plan shall be submitted prior to Certificate of Occupancy request. 4. The architect shall submit the final colors prior to painting the building. 5. Roof top unit will not exceed the height of 2 feet, 5 inches . and will be painted the same color as the roof. cc: Vince Frerrese /Mithun Partners Walter Kaczynski /Speiker Partners OTAK Incorporated City Tukwila C yo u a FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor December 7, 1989 Fire Department Review (513) Control #89 -361 Re: Burger King - 335 Andover Park West, Tukwila, WA Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "A11 Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) (UFC 10 .3.01b ) A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC 10.314) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1-6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) City Off Tukwila la FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) Exits serving more than 50 occupants shall be provided with illiminated exit signs. Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign rear the main exit from the room. (UFC 25.114a) 3. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) Plans for the required fire alarm system shall be approved by the Tukwila Fire Department prior to installation. Local UL Central Station supervision is required. (City Ordinance #1327) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire- fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) A satisfactory contract covering the maintenance, operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper maintenance service, and for service following City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 3 operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 1- 2.4.1) (UFC 10.301) 4. 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 10.208) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI--C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) 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 building. (UFC 10.207 as amended) Every exterior portion of a building must be within 300' of a fire hydrant, measured around the perimiter of the building. (City Ordinance ##729) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 4 Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. File wab MITHUN P A R T N E R S , JANUARY 19, 1990 CITY OF TUKWILA BUILDING DEPARTMENT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 RECEIVED • CITY OF.TUKWIIA JAN 2 4 1990 PERMIT CENTER ATTENTION: BOB BENEDICTO. DEAR BOB; AS REQUESTED -BY BECKY, I AM SENDING YOU THREE SETS OF THE REVISED BURGER KING DRAWINGS. THESE CONSTRUCTION DOCUMENTS ADDRESS THE COMMENTS MADE BY MAHAM /DESALVO AND REFLECT THE FOLLOWING MINOR MODIFICATIONS: -+ 1. WIDTH OF BUILDING HAS BEEN INCREASED FROM 41.33' TO 42.33'. .--p 2. DUMPSTER ENCLOSURE HAS BEEN LOCATED FOUR FEET FROM WEST FACE OF BUILDING TO PROVIDE WALKWAY. 3. RESTROOM LAYOUT HAS BEEN MODIFIED. 4. BLOCK PATTERN HAS BEEN INDICATED ON ELEVATION DRAWINGS. AT THIS POINT WE ARE ANTICIPATING CONSTRUCTION TO BEGIN WITHIN THE NEXT FEW WEEKS. IF YOU HAVE ANY QUESTIONS, PLEASE CALL. AGAIN, THANK YOU FOR YOUR REVIEW OF THIS. PROJECT, SINCERELY, l• 1�.� -1 i 11/x% RONALD VAN DER VEEN ASSOCIATE CO WALTER KACZINSKI VINCE FERRESE ARCHITECTURE' PLANNING & INTERIOR DESION 2000 112TH AVE NE BELLEVUE WA 98004 (206) 454 3344 PAX(206)646 4776 • i.- I • ! • 1 I !. 1rw /awl; • l; 4 WOW rte r v IA, c d-1 d- ('t.F- f'3 e-rwe-al..*1 cloko — t...maa, 5,..v>4_, 1„- 6. = cs7G)(7ti1t =4- I + c,. 4 . MSTco ;. 4.30 X62 r-i A4I =515D LJzAJJ cita.f O Al- cm r. (1.' G cc`2 3Z) C.7 J, ' 'PL'CW 600 I6.4 i• c, 4 1 G4 ,:":::::k: A =-1. 2 Ledeild, \ 0 J (42, 411 • 4,40,$) 2 5S. yr LSy4,K,J e- 8.1744-4 vs' • Iz �► 1444.4„4 '' *2.4.0 r L ' , CONSULTING ENGINEERS PROJECT By� CHECKED (\ SHEET LOCATION CLIENT DATE JOB NO. 1550 - 140th Ave, N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 ■ ■ 1550 - 1 ,h Ave. N.E. • SUITE 101 • BELLEVUE, V1 )8005 1 , (206)747 -3592 • FAX (206)747 -5461 CONSULTING ENGINEERS January 4, 1990 Mithun Partners 200 - 112th Ave. N.E. Bellevue, WA. 98004 Attn: Ronald Van Der Veen Project: Burger King at South Center Plaza (A K B Job No. 89073) Subject: Structural review by Mahan and DeSalvo, Consulting Engineers. Dear Ron, The following is our responses to the review comments stated in their letter dated December 18, 1989. 1. The roof plan (S -3) at section F /S -4 have been modified to show continuous 4x with tie strap at splices. Also to show additional 4x blocking and strap connectors below a blocked strip or diaphragm. 2. Structural notes (S -1) under "Shop Drawings ": It has been expanded to state that evidence shall be submitted to the city of such review and approval by the engineer. 3. Special inspection note has been added to the structural notes. (S -1) Sincerely, A K B Engineers, Inc. c:Ge;‘PAP: Marvin D. Emerson, P.E. Sr. Structural Engineer if TO: FROM: DATE: SUBJECT: City of ' Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM 44-47044-2—Lizie, _ t �,. 6 . -40 i 2 __ (10 /T2.MEMO) CITY OF TUKVi�.:vA DE ' ARTMENT OF COMMUNITY DEVELOPMENT ADDRESS ORDINANCE COMPLIANCE CHECKLIST WICI•AhEU Ur GAIL PLAN CHECK NUMBER Uniform Building Code, 19B Edition. nCCiIPANC.Y rzROUP Z L 1:9.STALIRMIT TYPE OF CONSTRUCTION Y LOCATION ON PROPERTY Qtt_ �.��L�.___• BIITl n1Nr H1FrHI ALEaf.._SIoRIES____Qt4.E*."JT0 FLOOR AREA Z-7(00 G.S.F. _ . t%o C.ALC.O P _ OCCUPANT LOAD '� � 251 ) %AM(_ Oct. . rx 602* FXTTING RFgllTREMENTS C 140*(3H... _ -ZIO /0 -E3,01114Ct . occ 1-1) b is.. _L2�.. 01 K , "Voca 64E11.. -- i -� PRopc 6E61 i_ '] DETAILED REQUIREMENTS: 11cci IPM e.320 AA-AT) 1YPIL.QF._CON.S-TRUCTJ ON. ... . _ _ -- %1,_. ENGRG. RECS. & RE MTS. Met441 ._'De l2a,LVO >4 -_14.... ,.c..._ L,ATtcN5.!5t)easAttrap . . Xf CHAPTER C1 -10 -d AX Lt4 .= 8.F f "'B.F 4Q OE4C1 Li] NOTES: 12— I-81. t i� 3 5O occupmte 5E. RebrrAUP.Mr) PAGE NU S T R U C T U R A L C A L C U L A T I O N S PROJECT: LOCATION: FOR 4aOT1 -1 GrM`1c,,� FL /Q.A - -rOKuitLA- / W06‘ CLIENT M.tr,.UIJ PW SA-P -z Good 1 L2 M/E , IJ.L vv -, a go \14-K1 v- e Cam () 64-6- .4-17 6 BY WILVW 2 i W,e44 r E 1550 140TH AVENUE N.E. SUITE 101 BELLEVUE, WA 98005 (206) 747 -3592 RECEIVED CITY OF TUKWILA NOV 1 3 1989 PERMIT CENTER Ari CONSULTING II( 11113 ENGINEERS • PROJECT BY -Alf- ltd/ -1-.... SHEET .. LOCATION • CHECKED CLIENT DATE t J/ 3/ �=7 ' 7; JOB Na 1550 =140th Ave: N,E: • SUITE 101 • BELLEVUE • WA 98005 •1206)747.3592 CONSULTING ENGINEERS 1550 C.- 440th Ave. N.E. • SUITE 101 • BELLEVUE,"vvA 98005 (206)747 -3592• • FAX (206)747 -5461 S T R U C T U R A L PROJECT: vOeGfic.e-�� LOCATION �'o.YrH C )rf .. y1 BUILDING CODE L�C3 LOADS: ROOF DEAD LOAD = ROOF LIVE LOAD = ROOF TOTAL LOAD = OTHER FLOOR LOADS: WIND LOADS: P= (L t4-7 PSF SEISMIC LOADS: Z= O,30 I= 1,0 C A L C U L A T I O N S D ATE .' ` 7 ° — J06 NO 1O7J JJ PSF FLOOR DEAD LOAD = CO' PSF 2C' PSF FLOOR LIVE LOAD = 61. 4-9 PSF FLOOR TOTAL LOAD 4- Mica 'P• RETAINING WALLS: FOOTINGS: 'S PSF PSF Ce= n,7 Cp= I.' :)s= (-7 I= 1,0 ;;6(A 1 C. Rw= W= KIPS= PCF (EQUIVALENT FLUID PRESSURE) psoi1= d ca PSF GEOTECHNICAL REPORT: (vEQ — f:),(akl.J - -Q-. DATED: 141 u u� t`AW Wloirt Z4-11 = Ie fv-A-0) Cow . (1�11"FJ =I.i�� 1'� MAN> ocr, MATERIAL ALLOWABLE STRESSES: CONCRETE: 1. te"D .3‘4/,'Q -9Ne'' 2. REINFORCING STEEL f'c= So0 O PSI f'c= PSI Fy= 4.6 KSI Fs= el KSI STRUCTURAL STEEL ASTM -y (a Fy= G KSI Fs= 2.4 KSI GLUE - LAMINATED BEAMS COMB: 2,4.'. -4-V ' Fb= 2 -4-0O PSI Fv= I (■C PSI SAWN LUMBER AS NOTED ON THE DRAWINGS OR IN THE GENERAL NOTES. PLYWOOD (ROOF) : .//4..v �%Y°.5-' Tt i 5P4-e & `7 a ;2yq` 02 LACS PLYWOOD (FLOOR) : CS CO, 6, .) Yz. 4' f!, /2.4" MASONRY: BPS . z7.-110 ( f'm =1393�Sf y � YJ 6)= C.2 - )(_c.) 4 1,0 25 PC. Wio •!', 5-6 I &A, '1) 3,23 (,K, 45 r .1. L2-1 ' .6.4, C `u'Nrs -F w4.4 ef-47 N)012;111.1'-h7L • .3 iti CONSULTING ENGINEERS PROJECT BY Y4L) SHEET LOCATION CHECKED CLIENT DATE V74 / (206)747.3 (592 ,'073 JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • cl t V Plc- L4 f k.l l4 k-t t.k.i+2• krr • • ' ' 3 CONSULTING ENGINEERS PROJECT BY C 1 ∎i'� LCA° S . SHEET LOCATION CHECKED CLIENT DATE %( /7 /4 9 5:10 72 JOB NO. 1550.140th Ave, N.E. ' SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 i ("X a'S kt .±.4 Z 'Z 3 1‘ . Ce.1S1 3 Io' PG-Ez e. 4Kt.1 ■ .3 ' ' CONSULTING ENGINEERS PROJECT BL/f,e CHECKED (2- 1 SHEET LOCATION CLIENT DATE l07✓ JOB NO. 1550.140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 ; t •t ; . : I . : . I ' 1 , • • •'. c 1 . •t 3-- }- • :. I ' I , I: I . t ! .. 1 ! ! ti . t. i...i. . i i ... 1 :.!.. :' t! 1, ... ...! it I 't : •,' I. .. : • . • 't ; • : I I - • 0. t t - I t --1 -1.--1. ::, -- t I t . , : I il;f(S■4titk: t _ :. ..,.._ .... .1......._. : , 7.7...,.................-.......-.......t....T. ....!...........;._........7-.....,.-4. 1 • • ; 1 ; • ; 1 • , f......1 ,. ..-.... I .i • ' • • • . .t t. • , t . : ? • rlh,t-, . ; . . ; . . • 1 /1. • • '7 7 t " , . . . t . . . t • I 1 • . . 't . • t . : . I . . . 1 . : I . . 4,.1 i .. 1 1 . , 1 . ' • 74-7-77' t 1 , • ' ' 1 I CA/All'etit, • :. 1 : 4 .. . 7'...... . , . .. . ; ; 'e• I I. I . . II . 4 L • i II • . . . . : -1 ' • - ''. 't- ..- .r: - 0 7.5- • • • • c * = L 40 s — 1C a St-. titc`c 55," ts . • M CONSULTING ENGINEERS PROJECT BY SHEET LOCATION CHECKED . . CLIENT • • DATE JOB NO, 1550 • 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)7474592 I. i f I�PI (x ., thfo,v4 J.1 + 6�. ° 'cr v I bL,_ ()4-' �&o + (t4.04 -4- 104-s 2 13M gA(- = 1927-4 3.4G4- Cs.e- 1-(4- 4,a I"sI', 47, G4 1-y " 0,ei22K)(41) Z� v 56.12.LOG 24 -c*P'" .3 ' , CONSULTING ENGINEERS PROJECT BY _lam 4 - 3 SHEET LOCATION CHECKED CLIENT DATE JOB NO, 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 F) OP") )1,(21L 2: vim • 10d IJA-Lu4 I ' ' .3 CONSULTING ENGINEERS PROJECT BY I �' V _ (�i SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 }• • • •11.. .. ....1_1 . ..1..1 : .I_. ;1 :r.r 00 e}-• 6�4-1 II ZI- J1. G�-Or i i (I f f f( wA-u. L-6 Ar, 311_4.`' r-aA..,, 7 " t 1 g 0-5 ,. (G 4L-C. 19114nI= F-42- L., ZCD r r iet,01 . ?,c'' K .`6.e..7, 2. '1,2 n 24 ', 1' i`^v ?t-r 1� 1z s ',o` + 31 . (- se at=J6c, 4. r..L) -) e (�•IZ r 3, 1604 24 I, u 37s" X 12 • 4,5` S .7. ¢ . , (6I- 3u) ( s PSG) ( I r .,'1 14 -4- 3' Of c v . 4. tor- ° 12A.)14' w.44--, s co 1_,,d) CC, s b�) (((.') ` l° 4I` 4 ep' e 14,2 t i M- 124).s K- h 4-L 2 6 o Gol ry 21 0" ■ • ' ' CONSULTING ENGINEERS PROJECT BY -,/) „� 1 SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550 - 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 • _.L! i__j.. I. i ; ! . 2)— c ' —7/4' e° r cvS ti c.4 e 440 Ai/2' 42-6 `ix 'x' — I f 0,"2 410? l24° 2L- Itee 4-I��ry�n�°V v(2v. psf: /J4-4 ?1,1 - (5).65 E.w.ad1 Cs) L-6,416 C . u- 4& " 6 a4 K (2. (6)itsT. (7/ #4S 7; • • ' ' CONSULTING ENGINEERS ' PROJECT BY V J ,2 SHEET LOCATION CHECKED CLIENT DATE _JOB NO. 1550.140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 Aveavrt. e 17a� 0 o9 ° * /L -F, �pA,t.Oru " M,, ' 4E. SC° 4- 7 Lot-yr.-L. 7-02 *-4-k ocol kaC5 wl r, 43 C 0_,, u" (2. -A 47 . Wh >J 0 (rs,4- 7) <<)C ��� /u ,� ,4 - TA -L fkil'r;44 - +w , ;7 f.(2 , R7114 5..1L • .3 ' ' CONSULTING ENGINEERS PROJECT BY 1 SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550. 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 U Zn C:fU - -- GRADE N .REINF - -- GRADE 40 NO INSPECTION Fs .Fm 'Fv Fu CO C•1 I I.. t. • • C:iU WALLS i_ f P ARTIALLY GROUTED . 1985 UBC .._IWOREING7 ... STRESS =..1500.; PSI . I • I . . SPECIAL • INSPECTION = 20 KSI Fs ,= 20 KSI = 250 PSI Fm 500 PSI = 19 PSI Fv = 39 PSI '70 PSI - • Fu = 140 - PSI.'' REINF * * * NO INSPECTION N = 19 Kd • -..... Ms ........, Mm Vv Mm = MAX MOMENT -STEEL (LB-FT /FT) Ms = MAX. MOMENT - MASONRY (LB-FT/FT) Vv = MAX SHEAR (LB /FT)' Vu - =' MAX-SHEAR-BOND (LB /FT) - * * * Vu * ** SPECIAL INSPECTION *' N = 19 Ms Mm Vv Vu 2.75 44 @ 16 44 @ 24 44 @ 32 44 @ 40 44 @ 48 0.93 0.79 0.70 0.63 0.59 610 415 315 254 213 284 245 220 201 187 261 177 135 109 91 201 137 104 84 70 610 415 315 254 213 567 490 439 402 374 535 364 276 223 187 402 274 208 163 140 3.75 45 @ 16 1.33' 1279. 550 45 @ 24 1.13 871 45 @ 32 1.00 660 5 @ • • •.• 53 45 @ 48 - 0.84 448 478 366 354 240 183 147 124 341 232 176 142 119 1279 871 660 534 448 1100 955 857 787 732 726 493 375 302 254 632 452 352 284 238 4.75 #5 @ 16 45 @ 24 45 @ 32 45 @ 40 45 @ 48 1.54" 1642 1.30 1115 1.15 844 1.04 682 0.96 572 810 702 628' 575 534 469 318 241 194 163 438 297. 225 181 152 1642 1115 844 682 572 1619 1404 1255 1150 1067 963 652 495 399 335 875 593 450 363 304 4.75 46 @ 16 #6 @ 24 46 @ 32 46 @ 40 46 @ 48 1.81,' 2312 1.51* 1560 1.34 1184 1.22 956 1.12 802 895 796 719 660 615 464 313 238 192 161 520 351 266 215 180 2312 1560 1184 956 802 1790 1592 1437 1320 1229 953 643 488 394 331 104.0 702 532 430 361 5.75 46 6 16 46 @ 24 46 @ 32 46 @ 40 #6 @ 48 2.04* 1.69* 1.49 1.36 1.25 2830 1906 1445 1166 978 1221 1086 979 898 834 568 383 290 234 196 636 429 325 262 220 2830 1906 1445 1166 978 2441 2171 1959 1795 1669 * COMPRESSION ZONE OUTSIDE OF FACE SHELL - -- DESIGN AS T -BEAM VALUES MAY BE INCREASED 1/3 FOR WIND OR SEISMIC 1166 786 595 480 403 1273 857 650 524 440 ......, 1 1� A 3 CONSULTING ENGINEERS PROJECT VU SHEET Z LOCATION CHECKED CLIENT DATE JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 f ..._ , LH i 1 CMU LINTEL , + FULLY GROUTED-; 1985 UBC CMU - -- GRADE N REINF - -= GRADE 40 • • t k'A.- 1500'PSI ALLOWABLE+STRESSESH-•NO INSPECTION -� • r Fs =. 20; XSI, { • 'Ms' � MAX iMOMENT -STEEL • (K-FT) Fm i 250; PSI - Mm; - MAX MOMENT- MASONRY (K •FT) -TV =..., ..19i. ?PSI-- (W /O- -- SHEAR-- RREINF.) - .......... _- ._.._._ .:_w... a _MAX- 'SHEAR -NO REINZ . (RIPS ) Iv i 58, PS/ (W /: 'SHEAR REINF) • ; Vr .• MAX 'SHEAR -W/ REINF (KIPS) Fu 70! PSI : . . ( ' . . , Vu = MAX SHEAR -BOND ' . (KIPS) U cA z 5 N LINTEL REINF d 6 X 16 6 X 24 6 X 32 6 X 40 6 X 48 2 -14 2 -14 2 -44 2 -14 2 -14 12.5 20.5 28.5 36.5 44.5 7.31 12.29 17.33 22.41 27.51 * * * NO INSPECTION * ** N -.19 Min Vv 2.96 6.71 11.46 17.08 23.45 1.17 1.97 2.78 3.59 4.41 Vr Vr •3 @8 14 @8 3.44 5.64 7.84 10.04 12.24 3.58 6.01 8.48 10.97• 13.46 vt 8 X 16 2 -15 12.5 11.24 1,1_1_24 2-:45 20.5 18.92 T 8 X 32 2 -15 28.5 26.71 6.35 8 X 40 2 -15 36.5 34.55 24.40 8 X 48 2 -15 44.5 42.44 33.54 4.20 1.58 2.65 3.74 4.84 5.95 3.44 /8-.617D 7.84 10.04 12.24 4.81 8.10 11.43 14.79 18.16 2.5 5.0 7.] 9.2 11.3 10 X 16 10 X 24 10 X' 32 10 X 40 10 X 48 2 -15 2 -f5 2 -15 2 -05 2-15 12.5 20.5 28.5 36.5 44.5 11.39 19.13 26.96 34.86 42.79 4.91 11.07. 18.88 28.09 38.54 2.02 3.39 4.77 6.17 7.57 3.44 5.64 7.84 10.04 12.24 6.15 10.25 14.25 18.25 22.25 3.0 5.0 7.1 9.2 11.3 12 X 16 12 X 24 12 X 32 12 X 40 12 X 48 2-16 2 -16 2 -16 2 -16 2 -16 12.5 20.5 28.5 36.5 44.5 16.02 26.95 38.02 49.18 60.39 6.25 14.18 24.26 36.17 49.70 2.41 4.06 5.73 7.41 9.10 3.44 5.64 7.84 10.04 12.24 6.25 10.25 14.25 18.25 22.25 3.6 6.0 8.5 11.0 13.5 -7 A .c. •3 CONSULTING ENGINEERS PROJECT BY it) SHEET LOCATION CHECKED CLIENT DATE JOB NO. 1550 . 140th Ave. N.E. • SUITE,101 • BELLEVUE • WA 98005 • (206)747-3592 SkAl e. A5 TAR > ��lAr'IA5 E NE AP'0V L NY.L I WALL E✓ 09 1"1 ASON RY LINTEL *.SGHEoULe MASONRY OPI•!'& L'' LI NTLIZ� 'Fb" ND" Ka N>✓OJZGI NG C,01: DAR6. STIKRUP TOP 6AR3 Less..-IHAN 4' -0" Co" n I Co" 2 -*4 8'' ,,, !GP • 2 - * 5 12" x I Coi •2 -ii Co 41 -0" To Co'- G" x IC; 2-0'4- r°J C o 60c. e x (COP 2 -41'5 "3C8 °D.G. Ca' -o' To 8' -0' E:€2.4:' 2 -its omero.c. 2--'as " ` I2"x 24" 2 -{}r'o /it3t C°uac Sl c$ IO' -o" 8 "X 3,2 II •- *5 .0jr►L°eb,c. 1Q." X'32" 2 -oa,' `inie8 0.0,, 2 -ft 56H eCDL! l., E DE i AI Ls S�GT1ONS. 50LIC) GKOI11 ALL GE✓L.l_.' ' OF MASONRY LINT�� -• VE=RT I AR BULL H IGH1 ,SAME SIZE . A� WALL EA. SID. OF Ope. Ji►J&, rytAg. ' a L_ O IA. �., (21-0 MIK!) aL.VATION MAs ONLY WI01 -4 ,!WALL AQ70VE "Dv STIRRUP 6Ak SeGTiON Li NTeL DE.TAI L TYPIGAL MASONRY LIkJTEL eSW LINL.GSS se.e. PLANS- OK ,i • 1(, ,12( • 24-411 a f- ' - 72 ',i 215 2c.r wow- tz2o)( Sr)Cw) `-�i 54rsr 43A3 !` l "14-t ['- ( z) -{ f 47)(. -) C l ) - (,K))(75)-11-4- r°s (4)(1�r -FJ Y F- rp ('At-J CIS vim) �;-. G vki 1 .. , i 00 Cc Cqs (2s' Z =I 63,0: 0: I Ir ' C 2 2 ;7 S t: r°`- :..4a`_ 4'; � MI 3 ' ' CONSULTING ENGINEERS PROJECT L� %'`� BY CHECKED l � I —• SHEET LOCATION CLIENT DATE PD 7.3 JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 27s.p:' .=-C.F7,5)(-t 7«t, . = -4-tc 11 i (,U 41)(1 , + (4:6 ypi6s--04-7) + (16 )0 Gt) SAC c t eeA J • • ' ' CONSULTING ENGINEERS PROJECT ByrG/ �/ 1 /�T Z SHEET LOCATION CHECKED CLIENT DATE 4 %( /i I JOB NO. 1550. 1401h Ave. N,E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 M.A1LAJ 600 c, GiW�U 1 kJ at4Xittaftle CAV 41• Z ,55 A.A./tu e ! I ......._/_- .Q• 951 trot?... 1.6.2;5. Chit- w A 24? I,P; .3 ' ' CONSULTING ENGINEERS PROJECT 8c IA CHECKED SHEET LOCATION CLIENT DATE JOB NO. 1550 . 140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747.3592 I 1 orrkeAl. t.45)C,W4.. 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SHEET Sato73 1550.140th Ave. N.E. • SUITE 101 • BELLEVUE • WA 98005 • (206)747-3592 JOB NO. ENERGY CALCULATIONS BURGER KING SOUTH CENTER PLAZA RECEIVED CITY OF TUKWIlA NOV 1 3 1989 PERMIT CENTER ENERGY SUMMARY - SOUTHCENTER PLAZA, BURGER KING MN U ALLOWED UA ALLOWED TABLE 4 -3, ALTERNATE COMPONENT 404d AREA 1 A + B, ZONE1 U ACTUAL UA ACTUAL WALL 1 -8" CMU 1577 0.078 123.01 0.350 551.95 WALL 2 -8 "CMU 2x' 364 0.072 W 26.21 0.350 127.40 WALL 3 -3 8" CMU 0.239 51.62 0.350 75.60 WALL 4 -2x4 WOOD 112 0.083 9.296 0.35 39.20 WALL GLASS 1 790 0.650 513.50 0.350 276.50 DOOR 1 21 0.394 T 8.27 0.350 7.35 CEILING 1 -R -19 2x 516 0.051 0.035 18.06 CEILING 2 -R -19 2> 816 0.044 35.90 0.035 28.56 CEILING 3 -R -19 TR 888 0.049 43.51 0.035 31.08 CEILING 4 -R -19 TF 629 0.048 30.192 0.035 22.02 SKYLIGHT CATH. 1 120 0.640 76.80 0.035�mm4.20 TOTALS 11111111111111111111111111111 944.631111111111111 1181.92 NOTES: 1) SEE ATTACHED U VALUE CALCULATIONS 2) WALL GLASS INCLUDES WINDOWS, DOOR GLASS 3) WINDOWS ARE AL. FRAME, INS. W/1/2" A.S. _ 41 HEATING SYSTEM IS FORCED AIR GAS, W MIN. N. EFFICIENCY .. 5) HEATING SYSTEM IS SHUT -OFF A MIN. OF 8 HRS. /DAY WALL TYPE W-CMU/8-R11-Ex • -Fur+GWB-A1 ME 10% R -VALUE 8" CMU W /2x4 FURRING @24" W /R -11 INSULATION COMPONENT 90% R -VALUE EXTERIOR AIR FILM 0.17 0.17 EIMUIIIIIMIIMIIMIIMIIMIIIMIIIIM 1.11 R -11 BATT INSULATION 11.00 2x4 STUD 111M111111111.1111 4.38 5/8 "GWB 0.56 0.56 INTERIOR AIR FILM 0.68 0.68 TOTALS 6.9 WEIGHTED AVERAGE R -VALUE 12.86 EQUIVALENT U -VALUE 0.078 WALL TYPE W-CMU/8-R11-Ex • -Fur+GWB-A2 MINIM 1.11111111111 10% R -VALUE 8" CMU W /2x4 FURRING @16" W /R -11 INSULATION 11111111.1111.111.111.1.1.111111.11 COMPONENT IIIIIIIIIIIIIIIIIII 90% R -VALUE EXTERIOR AIR FILM 0.17 u111111M.1 11.00 1.01 0.17 IIIIIIIIIIIIIIII 1.01 8" CMU R -11 BATT INSULATION 1.11.111 2x4 STUD 5/8 "GWB INTERIOR AIR FILM 0.56 0.68 0.56 0.68 TOTALS WEIGHTED AVERAGE R- VALUE MIMI 1.1.1111119==l MI 7.91 0.072 EQUIVALENT U -VALUE WALL TYPE W- CMU /(3)8 3 WYTHES OF 8 "CMU COMPONENT = R -VALUE ME 111.11.111.11111.1 0.17 EXTERIOR AIR FILM EIEMININNIMININIMMEN11101111111.1011 1== 11.1111= 0.68 0.239 INTERIOR AIR FILM TOTALS WEIGHTED AVERAGE R -VALUE EQUIVALENT U -VALUE • CALCULATION OF R -VALUE FOR COMPONENTS MI WALL TYPE W- 24 @16 -R11- Met -GWB -B 2x4 STUDS @16 "O.C. W /R -11 INSULATION, METAL SIDING, GWB COMPONENT 85% R -VALUE IIIIIIIIIIIIIIIINIIIIIIIIII EXTERIOR AIR FILM 0.17 15% R -VALUE 0.17 METAL SIDING 0.00 15# BUILDING PAPER 0.06 1/2" PLYWOOD 0.63 R -11 BATT INSULATION 11.00 2x4 STUD 11111.1111111111111111 5/8" GWB 0.56 INTERIOR AIR FILM 0.68 0.00 0.06 0.63 0.56 0.68 6.48 IIIIIIIIIIIIIIIIMIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIINIIMIIIIIIII TOTALS 13.10 1111111111111111111111.111111111111111.111.111011111111111111= WEIGHTED AVERAGE R -VALUE EQUIVALENT U -VALUE 0.083 CALCULATION OF R -VALUE FOR COMPONENTS ----------------------- MIIIMIIMIIIMIIMIMIMIIIIMIINMIINIIIMIMIIIMI DOOR TYPE D -HM /1 3/4 " -R1.7 1 3/4" HOLLOW METAL DOOR W /MIN. FIBER COMPONENT EXTERIOR AIR FILM R VALUE 0.17 1 3/4" H.M. DOOR INTERIOR AIR FILM 1.69 0.68 IIIIIIIEO 0.394 =.1111111111111 TOTALS EQUIVALENT U -VALUE CALCULATION OF R -VALUE FOR COMPONENTS Mil PLY CEILING TYPE C- 24 @32 -R19- Met -ADX IIIIIIIIMIM= ROOF, 1/2" ADX 2X4 RAFTERS @32 "O.C. W /R -19 INSULATION, METAL COMPONENT EXTERIOR AIR FILM 90% R -VALUE 0.17 10% R -VALUE 0.17 METAL ROOF 15# BUILDING PAPER 1/2" PLYWOOD R -19 BATT INSULATION 2x4 RAFTER 1/2" ADX PLYWOOD INTERIOR AIR FILM 0.00 0.06 0.63 19.00 1111111111111011111.111 0.63 0.62 0.00 mm 0.06 0.63 0.63 0.62 TOTALS WEIGHTED AVERAGE R -VALUE EQUIVALENT U- VALUE.. 21.11 IIIIIIIIIIIIIIIIIIIIIIIII 19.67 MIIIIIIIIIIIII 0.051 6.73 CALCULATION OF R -VALUE FOR COMPONENTS CEILING TYPE C- 210 @24 -R19- BUR - SUSP.AC TILE CLG 2X10 RAFTERS @24 "0.C. W /R -19 INSULATION, MOD. BIT. ROOF, 6" AIR- SPACE,ACOL COMPONENT 85% R -VALUE 15% R -VALUE EXTERIOR AIR FILM 0.17 0.17 SINGLE PLY MOD. BIT. 15# BUILDING PAPER 0.33 0.06 0.33 0.06 3/4" PLYWOOD R -19 BATT INSULATION 0.94 19.00 0.94 2x10 RAFTER W u 11.56 6" AIR SPACE 3/4" ACOUSTIC TILE 0.94 1.78 0.94 1.78 INTERIOR AIR.FILM 0.62 0.62 TOTALS • 23.84 16.4 WEIGHTED AVERAGE R -VALUE 22.72 EQUIVALENT U -VALUE 0.044 CALCULATION OF R -VALUE FOR COMPONENTS CEILING TYPE C- Trus @24 -R19- Met -GWB === ROOF, 5/8" GWB TRUSSES @24 "O.C. W /R -19 BATT INSULATION, METAL COMPONENT EXTERIOR AIR FILM 85% R -VALUE 0.17 15% R -VALUE 0.17 METAL ROOF 15# BUILDING PAPER 1/2" PLYWOOD AIR SPACE 0.00 0.06 0.63 0.94 0.00 0.06 0.63 0.94 R -19 INSULATION 2x4 TOP CHORD 2x4 BOTTOM CHORD 19.00 MEE 0.56 0.56 INTERIOR AIR FILM 0.62 0.62 TOTALS 21.98 WEIGHTED AVERAGE R -VALUE 20.44 EQUIVALENT U -VALUE 0.049 CALCULATION OF R -VALUE FOR COMPONENTS 1111111111111= 3/4" PLYWD., 5/8" GWB IIIMIIIMIIIIIIIIIMIIIIIIIIIMIIIMIIIIIIIIIMIMIMIMIIMIIMIIIMIIIMIII CEILING TYPE C- Trus @24 -R19- BUR -GWB -B TRUSSES @ 24 "O.C. W /R -19 BATT INSULATION, BUR, COMPONENT • EXTERIOR AIR FILM BUR 15# BUILDING PAPER 3/4" PLYWOOD R -19 INSULATION 90% R -VALUE 0.17 0.33 0.06 10% R -VALUE IIIIIIIIIIIIIII 0.17 0.33 0.06 0.94 4.38 0.56 0.94 19.00 11111.111111MMINM 0.56 2x4 TOP CHORD 2x4 BOTTOM CHORD 5/8" GWB.. INTERIOR AIR FILM 0.62 0.62 TOTALS WEIGHTED AVERAGE R -VALUE 20.6611111111111111 0.048 EQUIVALENT U -VALUE TO: FROM: DATE: SUBJECT: Cit of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L. vanousen, Mayor MEMORANDUM i 0-hoot) tte5alvo inc. 5h-Q1\ overm t.r' Q 1� JgSq e)Ory (SOuhcQflv PLozCsi 'PI su e_ O n ,5-tr 0 C U rcx I r -e.._V i-e w or?_ (jcr&S U.13.� .� (10 /T2.MEMO) 539^x��� ~�� «5c--_-_-- __'----�_� '_---- --'--'-�- ----�--r-'-----_1- - --__- -----_ .. rsui�vi�ta rtrImi 1 (POST WITH INSPEI. r•ION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: 591_0 3- aa-clo 1 •APP =-S PLAN FEES DESCRIPTION AMOUNT RCPT # DATE A. BUILDING PERMIT FEE 829.00 539.Q0 4.50 (n909 3546 teloq 3-i9a• 90 , 11 -13 -89 3-ca--90 PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE ARCHITECT Mithun Partners PHONE 454 -3344 OTHER: 98004 nom i TOTAL - 1,372.50 SQUARE FEET OCC. LOAD PROJFCT INFORMATION SUI # 335 Andover Pk W PROJECT NAME/TENANT B r • e K i eel U '•N- 154,453.00 ASSESSOR ACCOUNT # 262304 - 9064 -37 TYPE OF in New Building Addition ■ Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other. DESCRIBE WORK TO BE DONE: New shell for Burger King Restaurant. PROPERTY OWNER Spieker Partners PHONE 53 -1600 ADDRESS 915 118th Avenue S.E. , Bellevue, WA CODE COMPLIANCE ZIP 98005 CONTRACTOR Pacific Quality C�.nstructthn PHONE 503) 284 -0575 ADDRESS 627 N.E. Halsey Street, Portland, OR Y USE 4 ZIP 97232 WA. ST. CONTRACTOR'S LICENSE # PACLFQSIIOLA EXP. DATE 6 -01 -90 ARCHITECT Mithun Partners PHONE 454 -3344 ADDRESS 2000 112th Avenue N.E. , Bellevue, WA ,ZIP 98004 TYPE OF CONSTRUCTION: v-N UBC EDITION (year)88 SETBACKS: x _ _ CODE COMPLIANCE — FIRE PROTECTION OS • rinklers • Detectors • N/A UTILITY PERMITS REQUIRED 13 Yes ■ N o USE 4 Shell /B-Z 1 / 1 / nom i SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEAT _ .1 TOTAL OCC. LOAD i 0 1st 2 760 , 'IJot Determi n A TOTAL • s 0 TYPE OF CONSTRUCTION: v-N UBC EDITION (year)88 SETBACKS: x _ _ _ — FIRE PROTECTION OS • rinklers • Detectors • N/A UTILITY PERMITS REQUIRED 13 Yes ■ N o (throng •II ZONING: O- MBAR/LAND USE CONDITIONSDYes Q No COMPANY: ,ii U R - / 62 CONDITIONS (other than those noted on or attached to permit/plans): 4 APPHOVED FOR % BUILDING ISSUANCE BY: .%� / / ,� �, OFFICIAL DATE: CO - r 2 I hereby certify that I have read and ex. i 'ad this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. amj uthorized to sign for and obtain this building permit. SIGNATURE: _e) rte.... %'P.-: , DATE: 1/2 2 70 PRINT NAME: n /r t A' ✓ • - .414 COMPANY: ,ii U R - / 62 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period 01180 days from the last inspection. CERTIFICATE OF DATE ISSUED: OCCUPANCY NO. VICINITY MAP - CONSULTANTS rriaa n PA' 7. s 166?° !&S 11. si4t - riz. t0..0a1,1,5=rlk*..+;7:"`...'•b- ai/3�.'?,'; ..1. - :.,•Wilt ... i'. /:.,.,. - -:: ,. ARCHITECTJRAL, MITHUN PARTNERS 2000 112TH AVENUE NE BELLIVUE WA 98004 206/4543-.344 STRUCTURAL AKB CONSULTING ENGINEERS 1550 140TH AVENUE NE BELLIVUE WA 98005 206/7473592 CIVIL 33ARGHAUSEN ENGINEERS 18215 72ND AVE SOUTH KENT WA 98032 206/251 6222 LANDSCAPE OTAK 25 CENTRAL WAY, SUITE 305 KIRKLAND WA 98033 206/822 -4446 ghRAC T OR PACIFIC QUALITY CONSTRUCTION 627 NE HALSEY ST PORTLAND OR 97232 503/284 -0575 LEGAL DESCRIPTION That portion of the Southwest quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, of the Willamette Meridian; in King County, Washington. COMMENCING at the Southwest corner of the Southwest quarter of the Northeast quarter of said Section 26; THENCE North 010 10' 24" East, along said West line of said Southwest quarter 1293.57 feet to the South margin of Strander Boulevard; THENCE South.880 15' 33" East, along said margin, 665.00 feet to the TRUE POINT OF BEGINNING of this description. THENCE South 010 44' 27" West, 63.00 feet to a point of tangent curvature concave to the Northeast having a radius of 130.00 feet; THENCE Southeasterly along said curve through an arc of 340 27 01" arc length of 78.i7 feet; THENCE South 88015' 33" East, 212.17 feet; THENCE South 010 44' 27 West, 62.00 feet; THENCE South 880 15" 33" East, 9.00 feet', THENCE South 010 44' 27" West, 62,00 feet; THENCE North 880 15' 33" West. 133.011 feet; THENCE South 010 44' 27" West, 150.00 feet; THENCE South 88015 33" East, 299.82 feet; THENCE South 340 33' 18" East, 204.52 feet; THENCE South 83015' 33" East, 1616.74 feet to the West margin of Andover Park West; THENCE North 010 03' 25" East along saki West margin 575.42 feet to the South margin of Strander Boulevard; THENCE North 880 15' 34" West along saki South margin, 641.73 feet to the TRUE POINT OF BEGINNING and TERMINUS of this legal description. BUILDING DATA Occupancy: Building Area: Building Type: Code: Energy Code: 13-2 2,980 S.F. VN UBC 1985 Per Washington State Energy Code. GENERAL. NOTES L Do not scale drawings. 2. Provide fire alarm system if required per NEPA 712A, 712E and City of Tukwila requirements. 3. All exterior galv. metal flashing shall be pre- primed and painted color to be selected by Architect. -4. Fire extinguishers to be provided by tenants. Per City of Tukwila requirements. _5. Roof assembly to be Class A or Class B per Section 3203 U.B.C. 1985. 6. All work shall conform to the 1985 wpAe, The Washington State Building Code and all jurisdiction rules and regulations. 7. All ron.rete and masonry work to comply with Section 306 U.B.C. 1955, tns,,,ection to be done by: Otto Roseneau, Inc. 6747 Martin Luther King Way Seattle WA 98118 206/725-4600 44Z OrialtrOg "40020407 1-' 8. Mechanical supply of outside air and mechanical exhaust of building air shall be automatically shut off and duct closed minimum 8 hours day during non occupancy (WSEC 403(d))1A). 9. Primary source of heating for tenant shall be one or more heat pumps meeting provisions 411(b) WSBC or gas con.bustion heating with minimum efficiency of 85% in accor(iance with _ection 411(b) WSEC (WSEC 403(d)1 B), 10. No pipes exposed at exterior of building. DRAWING INDEX /AOCOVER SHEET `FILE COPY � A -i - ARCI-� SI�TF PLAN A -2 -.r OOR PLAN ? A -3- ELEVATIONS A- 4- ELEVATIONS A -5- SECTIONS . DEZ4JLS ( A-7-DETAILS MITHUN P A R T N E R S ARCHITECTURE PI.A NN I N(; cK INTERIOR OEESIGN 2010i12Th AVE 'E • BELLEVUE WA 98004 .06∎ 454 3344 FAX(2061646477E • s s DAIS REVISION t understand that the Plan Check approvals are svblect to errors.and omissions and appravat -of--- ' I\ plans does not authorize the vio ion of any adopted code o copy of a Permit No By, ontractor s Date..,.. S- 1- GENERAL NOTES /DETAILS S- 2- FOUNDATION PLAN S -3- FRAMING PLAN S- 4- FRAMING DETAILS C-1-SITE PLAN C-2-GRADING AND STORM C -3 -WATER SEWAGE C- 4- ENLARGED PLANS C-5-SITE DETAILS C -6- SITE DETAILS 6- LANDSCAPE PLAN l• y'.y (,;,rdJrlG"fia.A ' f..,s' 11MW�G� •- If'�lCFi7mIYY'/i'��+�,^� �.g �,�y t�."� �(�, �,�J�}! •��{� ,r ,. , �Yk'( ,i5: }... ���I]%4(>� FX16'aPS46., -S iN�J /�''_'.ii:::. ':,' :% 1 1f il111111I III�II►,;,'I +I1,I11Il1l11i1j11 111 ;1111111111111fl,l�l;11111111 11111111 11111111111j1111111ri;11 11111111 ∎111111I11111;I1,,I,IIIil�l�l, ill; l�ljl�l�l� {�lil,i�l,►�I►Ili�ii►�II1 1 ti 1/. TIP. I,lr �► Ml,nE .tl (�FFMA'1t 6 ,. _ -- 9 1n �� 12 N3T If the microfilmed c'ocument is less clear then this f __ reticc, it is cue to the Quality or the cric�inel c'ocurnent' Ut, h. f1,: L.c (r, aG 4c C ee, LG -& bi. 91. Lit 9L GI. bl Cl Zl ll di 6 E; L. 9 9 1 � � jj lil'IIII11!'Ul 11111I111111ii11111111III!1 Hill! III��WllllilfIli111111n11111 1�1111111H1111111111I1111 11111111111110111III! 111 tItIIIIIIIIIIIIIIIIIIIIIIIIItilllfl1111111fI611111! 11111111111111111II1 ill1111!11Iil111111 111II1i11111111!iii1lilf11111 0 2 U G i "" U I il1111111 IiIf11111JIIli,II 11111111t1111 -)gUISfDNS To c=2;) 4t2qQ ChEC, uAE 2023 ` REGISTERED A I # ;TECT S tY � rtlOtAS 0. IEMRICFI SLATE OF WASHINGTON r 05i4 g01 ?"7,e'0606, �.• �/��� ,n,e.�Ct;IVEO Aio1ECt ti(? #1.41-pFitt rk- DA!, APR06`gq_ P RMIr CENTEll £NEf 1 ✓tit(MRER cop s;;:fli; M1iHUN PAAfNERS a 4 :••• • --",".•,,7.7•4:•',•:,v.!••4,4,4,,,,•... 4 le,..14 • ,27!.oII I 11 ;6,Arir 41-47•IA06120$ /44Fri114/1" • ---z1-'t2o14re,fver) 201-0 P 0, C. • ( A • HT - I p I I * CD 19 ei-0,11 I 411-011 . 634,610 t,loeficsi I t ?' - .4.11114143 • ) 's, - 12=-.d &;--1 T. ,7 H11144'150! I " ‘y 3, 41 444,0 4— eze,141 PAP 14 SITE PLAN 4)64C.,, v-A1-4,4 I I) _20-0 41111....../m.••••••••■••••••INTINAMIIMM•117•1. NOTE: FOR CIVIL INFORMATION SEE SHEETS C-1 THRU 0-6 FOR LANDSCAPE INFORMATION SEE SHEET 6 • •••• .; • - • - t•-• • AIM .111...P.00.0■••■•■•••■•■•••■•■■•••44.47ex , .,41.s,,:„Wr,s,...e,i,----5-;...*.k•..LIZeagrAZ,e,iii-21-iri".4'-d;i4.44.4-511USfac41141.4444)116., •',."•$e)fidatti.'r. ' ' - ' '-' '-/- ' ‘i .lift?i2iii: ..taiiiitall- ' igri-iekr.1;,.1/1.214iiartfeela;4444,4■J'S4*:.,,„ ti4/ "4 , ... - A. ., .4.t., 70.- -..', ..,. ,..."7:": Tilt ,.,....q.„, "(''' 11111111111111111111IMIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111H1111111111111111 11111111111111111111111 4 1 111111111111111111111111111111111111111.111i1111111111,11111111111111111.11 '...:-._ 0 161W $14 •. ' s--• 2 ..-. 4 5 6 '7 9 9 1() 11 .Ar.,f IIGFPvAtlY 12 • r NOTE: DT7: if—the microfilmed c'ocumen;-: is less clear then this ....-. i.... notice. it is Cue to -the quality et the oripinel csocurr ent. . ---1 ,,, :.•.?- . -. o€; t,, H,: L ,,, S.; trc: ce. ee. "L.,: 75—c? -b.. fit. -LL- 91 I. 471 Cl Z1 IA OL 6 9 1 9 (.:, 4r t.' 6 I, 0 ...: IIIHIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII1d:IIIIIIIiiiIIIIIIIIIIIIMIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIdIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1.111j1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII/IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWall111 I I CITY OF TUKWILA APPROVED APR 119t Bli Intl' DiN/I ION . . . MITHUN PART N F R S ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 1 12TH AVE N6 BELLEVUE WA 98004 ( 2 0 6 ) 4 4 3344 FAX (206)646 4776 illiNIZZINIABRIMEINEW32111111MYMNSIPMESEMINIONSMON PROJECr ARCHITECT DRAWN CHIN OW 2029 REGISTERED : <-*N THOMAS D. EMRICH SIMI. OF WASHINGTON IT4241551432121326111aMMIMPLTWargilgaMIIS CITY OF TUKWILA PERMIT CENTER Essmem.manion.m. RECEIVED CITY OF TUKWILA PROAC r NO DATE ") . -PgrAIT CENTER SHEET liuM8E14 COPYRIGHT 1 MPIffigi PANNERS &. ∎ +iy n.:i[••••∎ !'ii irtIr•V•4 ..r':•i.: .:•t.. _..i'� -•� :,�:c:••L Iiwi7+�►Gw, :.ia4/4/0..l i41t4:) fi Ott-a.I -b • pzeztvr J' 61 ,06, ROO.FP I0 U MAT11.1C. M aw 412.0r )rite t9 2 '1° ,41/4.1.6164.4 i.11d reN 104 - __— 44-IPF161Z i 1 V. (2) I.t. - f -le•a- v y , \N .d- —_. _- -. , I 1I I I .r.:(4/ I 4_ `1 0.1't ' ?� --- ,, t‘51)1'i • ■F.0.- 4" • . -frifF.H-10 o.gri-• _--- - ...f.4 y4n.1 t.crr t- 4,14E5 to Nil gas*. .,-- yr1� 1.-4,14 M(D ) ' FI Lt. a I r 1s0,:ewPIA7 1 ;_ott 1 iV •• .•Y•., 2.� Ate 3Q Ihlr l.11 . I + I it 0=4110-1— _ r _ } — 1-- 1• 1 I 1 _1 A( NI 'a �..t 4' - 4A�,�r+fstt'`i __09 . VOID VOID 4 5 1/41" a. " • , .4' r tYllrlah`sr.ra.�f ..rr'` d rsae'• 111111!iIIII1IiI1I111 1!1i!i!iIIIII11111111111if if 11111111i1III1il1111/11I111l111 0 16 UV. VF. i 1 I I.7aI i1141 ' 1 I : 2 X •µ:vlr;'':Y�'A�'.i,�''r•s: <i)' .: via :7tr�.• to 111111111111III1I1111111111 4, �� 5 6 7� f__ � 9 NOT If the microfilmed c`acumcnt is Tess clear then this notice, it is Cue to the quality c7 the crininel c'ocurnent. 1 9.. se t £ ee Lc: Oe bL 8: LL 91 9L hl £l Zi it oL 6 9 1 1 i 1 (I 1 I ii I ii I ��!! t�l?tlltl !!fl! ?!�IIIII!Ililllll,lli l' ill!!! III!!i! III ?I!Itlltl !I!!tll!Ilill!Iil!!I11Allis11 1111 11i111IIilliiitii !iltlili!1111TH?I 1111l?i1lilllull!Ilillillll ll 11111111IIII1I11111 1111iil ilh116iili111111lll ?I • • 1111111111I111111111111111111111111111I11111111 11 I 11 MtflE U(, P A "I' 12 L 9 t, I I! { { II11I�1111� t: Z +W11111111111 f I111111lll111 111II 111111 1Iillll ilj l 1„ i:`i ��°Glv.i �, e,J co- 1� `7 .P CITY OF TUKWIIA APPROVED AN1 1 1991 8 (fl L D I. 4G 'J I V 1 ,ly I lvi.....,.. iv1 I T 'U N P A R1r N I' R S ARCHITECTURE P I A N I N G & INTERIOR DESIGN rt rk 2000 1 1 2TH AVE NE BELLEVUE WA':SOc4 ( 2061 434 6344 FAX (20' 6464796 No A V.'rf ItFVt574.4 ,5 .�.. I' 0 61 0 PR('J(CrAAt:titreel 2029 1—REGISTERED • � ,1'i7l�rliil�l:4( r V.R4 t4 . • •THOMAS D. kMRICE{ SIAM Of WASUI'UCTOH og, REceivED PEO:(CJJJQ • APR U !.:) OAT( WP"f) ij N ANON PAMTNFJlS . .r."7.: ^' .- i•rt7lYr.yeA'7. .'r'+.} %�.. :R3."!•<hF .. %;:� r, rFSy�7y�j • a-0-(0g (> (0)) CSVat/ 4:1r46-, t?.\\ —0) -'11- 4;1 Igko. • 'NOTE : TYPICAL COURSING RUNNING BOND UNLESS 'NOTED ON DRAWINGS 4,14.-fL,.144.41.0-0 1 .5-1-oreefixoNt e..01/411or-r ir I + G trt1/4.914 100 I 3 :777-17r?.*7 7-17—.77775,414!, ( rkk al. a'. 111011161211MOUICr s Jo) 14s -0 1.0 .4"trov rtzstr,-rsrom 41 409,41..ery 1..),A*da er-r) .41.4 1-P -I. (:). feitacte. CalefIetb-115,-1-) locvr-dafterem Crgosi.r (it" 02‘2te) /"" . ..... f 1 ......_. .... . . 1 1 1 i "ro. 0,40 • 1 444.;frele- 91-".•1'r" ?IL teTolg.elf?‘)41' ii-iNr'01 • "AJttgq1(111°). (---INOFITH ELEVTION- of • sk, 44.44.4 621..811 • (-6P$ex.4. il r 0,(0- • • • !%-111., M2A.MD — .5W r IA' ,• • •-• • • ' "" ' ' . •••• •-•••-• • „ 7,77.77:77:77.777:777777--7-777-7.7. 1.-" t:;:.5.01•14t> 7/. fIWZA77;i?..7 \ (>4° 'o AZ ori4t slo-vrriZ0.) 6:Q0eL-046-ta-41 • II 4 -.49 1 • - • - rr ;7.7; 77-7..ks17;741" 01-'411 I FO . . • -; • - • sl $ • • y 10.4W tie? (77::..SOUTH EL VATION -:••••••.. ---11ftrf04t 0:4Aki •— rrob rks'-•4p.() No,:pries! vollrf st°1'el'o Ps)TIO; //is\ -•• , O 16 1{I, ,f.1, 2 1 5 6 8 If the microfilmed document is less deer th&n this ncticc, it is Oue to the Quality cr the oripinel docunlent. • t, H. Lc! 9, fie, e 0e, 61 fit it 91 SI 91 CL L It 01, 6 0 L 9 11111Hilliii!hill11111h4111111111WhIlMIIIM IIIIIIII1.111111111.1A:111111111 9 1111 e 11161111,1111111111111111111111.1111411111iiill CITY OF TUKWILA APPROVED APR 11.1990 wouncoucompomme,1). DING DIVISION MITHUN P ART N E R S ARCIAITE(...TURE P LANNING & INTERIOR DESIGN 2000 1 2TI1 AVE NE BELLEVUE WA 980.04 2 0 6 4 5 4 3 .1 4 4 FA X t2O 6) 64 6 4 7Th finilleattligliffeMMINFAICIEWMOMMAIIMENEMO 1:3 Nil RE kiKPi \ 71 ' /\ L • !7# HI t .(,'..;)0 Na.0.402 . : ! ARCH,Tf CT j6 A iVN rst°, CH!' rk • 200 111101STERED AitCHITEC,r--t THOMAS D. EMRICH SIM or WASHINCION 4tMCW,1111 '010 faj'tN°4 1003 ligetaggaiMMENtatet ri sol? .-/i44,4°711;0 Csagte-PV7 4-rA44)) ()MU TYPES .43...110.4.,6•Wromnoraoso.,r4"..40,ESSIVII.V$641.11. rice„0 fay4 itiaffiangINDOMMISIMinemmeNSVINMONINWS. 00i O. RECEIVED •Wag cr S 10 VA T PR 0 P. EMIT CENTER • Trit.0.48En : • • . • P: 01; 4L, TO*: IN PA i? !PI eRS 'sH.qi* tkOtEs, TYPIGAL COURSING PATTERN RUNNING BOND UNLESS fNDIoAT�U -U ON pRAW1NG:8-; ± 24 4411 -1 . it:%* le, -c' 1.0 C-'L !z'•o X1 --,41 r o ' h!11.!.. !G( -v;I .r..a. P�1'4 `1 Tee. klo loam ' �. 1-I 2 0161 694eert f : — r EAST ELEVATION; 4 (Z) 011 it4 ` .4)+4''3 4, .,mil) 6;) !a WEST ELEVATI til ors. Gt.. r' �Xif `.+€''.3F�'��r.�s'.fh: ;?�r-e.. 1 L.9L7V ,eF- V ([1:1) ' k :=) ' f, ca �-QM. = .�1I71' (.>°:1414 y��, yy� off ( (c; 4 1.J 1- rice ':itiva Ordok1 %e7t fP • I Xl-e wl OntiTa4t kl$1t140.tom Wat)b. 6; 141,4 ,, -. .."�` i ,. ,. -s.. s .., «r / fir_ ;•,.- ...i'a•.n r.�.,, .y...,.,,, -- � �:� � c :.:�- ,.�, ,;�_.�,.. _ 5 , j'.+' rEbt ..- .lm1:r:21��5,�,�/+'olr.5r' -' sip; tFi:: r. ��' �� [!- �,..1K *b�fi�.rsl»'Jf.4Xrx•�. `/rie�.G /G?'.i;.. `Y�£Sz�:i":s4�i6�e� .�•t: •.J, $�7.. :% %�`�'." "S c -.•n- .• - {. . <. � �4 . li1i�i�I�I�II !jlll�!jl;l�!!!�IIiIi�!!Iil�! ! !;!f I�!►! ! ! ! !Ali!�I� 1Ijl�l�! II�Iji1' I1I111! 1�iilIillIIIII!IiIHi��ij!IiIT�iI11l i�l ! !jlj!1l1 1!!iji1!I!1iMT1 !(!jTI!1!1!!!I!1!I!1!1I1!P1 QIf. f", R,, 4 .l 6 7 8 9 lc) 11 ' c Irir,FVMA`„ 12 I NOT::: If the microfilmed document is less clear than this notice, it is cue to the cuality cr the cririn2I document, h, se 9e cc', ee, !G Ul bl SI LL 9L 5L til CL Zl l! 01, 6 E? L 9 I I 1 �'! !I'1�III! I�I!�IIII�illlilii "I�!IU� �!ii ±�! I!i'! 'I!�II!ill�il f!I!��!ilI!11!III!I I!!illUi�!II!�!I!!IIIIIIII! III!! Ilii! !�IIIIII!!I�!!!!I!II!�l!III!Ill II!I�IIiI IIII�II!III!II�III! III!! �I! il�ll !li!illllllll!IIII!III�lIff I!II� I! Illiili! iiillllllll !IIIIII�IIIIIIIII�IIII!I!I v, N 0 !!1!III!l!IllI CITY OF TUKWILA APPROVED PR 1 1990 BUII_ DING DIViF,;!O?4 N P MITI A R T U N E R C ARCHITECTURE P L A N N I N G & INTE.!(!()R DESIGN 2006 112/11 AVE NE fl :;LLEVUE WA 416006 6206) 454 3 (44 FA X(2661 646 4 77 6 b 2020 Ri:GIS'TEREt RCi {IT Y - Hal.1A5 O. EMRICH SIATE OF YWASiiittGTON' rE ,,C�_. c . - rwaWtcrN(7 -rte DATE Sxt rR(4431A. rc?rt{t6iirt, MIFsf,')IaAR7h.es s'-u. Sri, :., -z, .'''. +<'!^:. ;n•:.� %`,tcf. %Sf3`t -'-� iii ,,'Eli %.7.6�,�i+'�trttY,@4.,�t • ":•2g 1„aivolcz . mf-or' it-idotor efo200: .900 art, 04A.1 2.1-0"4.1-4."1-411tr; *to A44444 rip 41tve6 1140413MX4 p»tll w;)-1t75-441-9t-i . PecH oH i'%•••"—^"•—• 244: rAieretwl. .° MITHUN P ART N E R S ARCHITECTURE P LANNING & INTERIOR DESIGN 20(10 112"111 AVE NE RELLEVLE WA 080041 1 2 6 ) 4 5 4 3 3 4 4i VAX ;206)646 4776 rt15102 1701-1 +re ti41P1I-144f (-11 marosezessammolexamcgat=uthatt=====--... 1 0' /Gfri 0 t \ . I _>,,4 , tie, II. 66.11" -r' i3-t", t12,1e owl- \ ! PioileArv,44, \ ,A,./.14' dLi.or AoialPi/ 1rir oz,10) f5torrli.44,)i, 1A4 \•44 IS i-wots.400, SECTION ill kap 1 0 11 1! ' 13 r W111/41inDri4 1-1 FRAME DETAIL Iftlia•MV..113.1111111.110•■••■••10.1111•110...■•■■• 0/ek iP4A-1T. 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EtAR1CH GATE Of WASHINGTON TriM616263"5223126S6681311611521!1"1°"65*** lel M-41 • e.50042.2. RECEIVED *000 ti 1990 o.arE PERMIT CENTER ?Miter:VC) ' • srmatr"--, CoPrergdrio 10;m PARPARS ts• • s 1 REC,LET cY OrNEAS CONDNyOuS CUP ptifFORmED UTAL FIN9 Wilt& 1.4144,140%.. SP.Ac ANT MOTHERS FIELD CUT ARO DENO PANEL A.1 REOutAF.0 . • 1-ri., t-IL, g‘s...r,..E: FL4-ii4 Ik.,J at CriAN'r),I2c4 Ue,t, iiii\ KEIC1'0' 1,---E. 1" k27.... z-&) . 4 I I • I:AMES • NOY Exe6t0 10. wiThsOUT Pee PA-SIENNA:4 MELO CUT PANEL T9 ExACT AIZE DOUSt£ FORmE eau WM • kEFortmEo LAsmmo SEALANT En OTNECIS — CONTINUOist. CLEAT -AS REGIME,: 1,-__._T.F,ASHING 4ft ,b 010)0 • 1 TY15.! "pr-E. 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C 0eAm % (2- )0r''\7C:: S, 1 FD)/1 v l io% I D OF / L - ca-fifl L ..,. 4-r4 ci-forz icy,, GENERAL STRUCTURAL NOT) ES: THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE: CODE: UNIFORM BUILDIN(; CODE (1988 EDITION) LIVE LOAD: ROOF - - -- - - -25 PSF FLOOR (RETAIL) ------75 PSF LATERAL LOADS: WIND------------ - -15.0 PSF, 80 MPH, EXP B SEISMIC -- ZONE 3, U13C -88 Z= 0.:30, I =1.0 C= 2.75, Rw =S * SOIL BEARING PRESSURE _ 2,500 PSF *Per soil reports by Geo- Engineers, dated Oct 6, 1989 & May 8, 1989, GENERAL: ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM WILDING CODE, 1988 EDITION, DRAWINGS, AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING UNTIL ALL STRUCTURAL CONNECTIONS HAVE BEEN COMPLETED. DRAWINGS INDICATE GENERAL AND TYPICAL. DIET'AILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECI4ICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. DO NTYf SCALE THE DRAWINGS. SUPERVISION: CONCRETE CONSTRUCTION SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 305 OF THE UNIFORM BUILDING CODE BY A QUALIFIED TESTING AGENCY APPROVED AND DESIGNATED BY THE ARCHITECT OR OWNER. THE ARCHITECT, STRUCTURAL ENGINEERS, AND [BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. SHOP DRAWINGS: SHOP DRAWINGS FOR REINFORCING S i E:EA . STRUCTURAL STEEL, PREFABRICATED TRUSSES. AND GLUED LAMINATED MEMBERS SH \I.I. EE St 13M t T'•IED TO THE STRUCTURAL ENGINEER FOR APPROVAL, PRIOR TO FABRICATION OF THESE: ITEMS. EVIDENCE OF' SUCH REVIEW AND AI'PRO4••AE SRAL1. 13E SUBMITTED 10 TUE cm T'l uI E LDI N(, DEPARTMENT. REINFORCED CONCRETE: 1:;1c = 3,000 PSI FOR WALLS, FOOTINGS, COLUMNS AND SLAB ON GRADE. MIX SHALL HAVE NOT LESS THAN 5 1/2 S# ES OF CEMENT PER CUBIC YARD AND SIX GALLONS OF WATER MAXIMUM PER SACK FOR ALL CONCRETE. CONCRETE: REINFORCING STEEL PER A. S . T. M. ; - -61 5 GRAD . 6l1. WEI[,ED WIRE MESH SHALL BE FURNISHED FLAT SHEETS AND CONFORM TO ASTM A -185. LAP ALL EDGES 1 1 /'2 MESH MINIMUM. ,r1 r 6F35, ('.(°'1 ;<• � C4') 1'47 1C I I cireer \fit (4) 5,4- el -low 6 t.. PP-OM C. 1.U' l le H ITH c.J ox -f CONCRETE PROTECTION: CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES EARTH FACE----- -- - -3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH - - - -- 2" BEAMS, COLUMNS, AND SURFACES EXPOSED TO WEATHER - -- t -1/2" SLABS AND WALLS (INTERIOR FA ^`') -- - - - --- 3/4" 1 M 1 T 1 i U I v \ R ,' I •\ \ \ 1 \ (. ti I'. 11. 14 11)R t)I:S,<; \ 'hill 1I'th 1t 10 -I 1 1 \ 1 f- . •\',feel.; , - ; /, 4 . ; ' ; ..4 f' t \ r, MIXONAKONSINIFtWOBSCEMENIMMangenntiahniat gEly s 1 Y • • REINFORCING STEEL DETAILING: REINFORCING STEEL SHALL. BE DETAILED (INCLUDING 11:'O1:S AND BENDS) IN ACCORDANCE WITH AC 1 A5 AND 318 ( LATEST EDITION) . LAP ALL CONTINUOUS REINFORCEMENT :30 BAR DIAMETERS OR 1' -G" MINIMUM. PROVIDE: CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 1' -6" MINIMUM. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT LNLE :SS SPECIFICALLY SO DETAILED OIL APPROVED DY THE STRUCTURAL ENC1NEER, REINFORCED MASONRY: CONCRETE MASONRY UNITS SHALL CONFORM 1'() -ASTM (:90 -70, GRADE.N- 1 AND SHALL BE LAID IN RUNNING BOND WITH TYPE "S" ( ASTM C-270 ) MORTAR HAVING MINIMIEM COMPRESSIVE STRENGTH OF 1800 PSI Al)' 28 DAYS. FILL ALL CELLS CONTAINING REINFORCING WITH GROUT ( ASTM C -476 ) HAVING MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, IN LIFTS NOT EXCEEDING 4' -O" IN HEIGHT. FILL OTHER CELLS WITH GROUT AS INDICATED ON DRAWINGS. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO GROUTING WITH VERTICAL BARS HELD AT TOP, BOTTOM AND 192 DIAMETERS MAXIMUM ON CENTERS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR MASONRY WALLS, AS REQUIRED, UNTIL CONNECTIONS TO FLOOR AND /OR ROOF DIAPHRAGMS ARE COMPLETED. ALL EMBEDDED ITEMS SHALL BE GROUTED SOLID IN CELLS. PROVIDE TWO x5 FULL HEIGHT EACH SIDE OF ALL OPENINGS AND AT DISCONTINUOUS ENDS. PROVIDE HORIZONTAL BOND BEAMS WITH TWO :(5 AT 48" O.C. MAXIMUM, PROVIDE BOND BEAMS AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE WALL. ALSO PROVIDE A BOND BEAM WITH TWO ;5 HORIZONTALLY OVER ALL WALL. OPENINGS, AND EXTEND THESE BARS 2'--0" PAST THE OPENING ON EACH SIDE. PROVIDE CORNER BARS TO MATCH THE WALL HORIZONTAL REINFORCEMENT AT ALL WALT. INTERSECTIONS. LAP ALL BARS 40 DIAMETER, 1' -6" MINIMUM, UNLESS NOTED OTHERWISE. MINIMUM VERTICAL REINFORCEMENT SHALL BE #5 (y 48" 0.C. UNLESS NOTED OTHERWiSE (i'N PLANS. STRUCTURAL, S'T'EEL: ALL STEEL SHALL CONFORM 10 : \.x.T.M. : \36. ALL STRucT(tlAL TUBE COLUMNS SHALL CONFORM TO :ASTM A500. GRADE-B, FY =46KS1. ALL BOLTS A. S.T :M. A307. '+•ELDING ELECTRODES SHILL BE E70X \. ALL k'ELIIING SHALL BE PERFORMED BY AWS /wABO CERTIFIED WELDERS AND SHALL BE 3/16" MINIMUM. SAWN S'TRUCTURA1. LUMBER: ALL STRUCTURAL LUMBER SHALL BE AS FOLLOWS: JOISTS H.F. , BEAMS H.F. :1 AND STUDS 11. F. STANDARD OR BETTER. WOOD BEARING ON OR WITHIN 1" OF CONCRETE OR C.M.U. OR WITHIN (;'• OF EARTH SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE MILD STEEL PLATE WASHERS AT ALL BOLT HEADS AND NUTS BEARING ON WOOL) EXCEPT PROVIDE CUT EASHERS AT SILL PLATES. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 251E OF THE U.B.C. UNLESS SHOWN OTIiERWiSE. ALL NAILS IN TREATED TIMBER SHALL BE STAINLESS STEEL. TREATED LUMBER: 1- .tt' 11t` BRANDED WTTH • QUALITY CONTROL 'r't',r•.: MARK 11L!. :% lli/ irtj:7UC.t.. .ill :l l.L L'C. BRANDED 1 III :•1 .'. tLt 1 / -I /;.1 :.1 t/L AGENCY l'1:11t 11 PRESERVERS BUREAU OR EQUAL. 1 T\Ipt44.0 CITY . OF TuwlLla APPROVED ' r-s- ; ).19990' 'TCT . IiSTi3rl .___ _. 1MG'P!('-1' W( E) GLUE LAMINATED TIMBER: ALL ( ;1.(; -LAM TIMBER SHALL BE DOUGLAS FIR COMBINATIOti 2 -1i -Vi FOR 'BEAMS AND GIRDERS. FABRICATION AND ERECTION • TO BE IN ACCORDANCE WITH A.I.T.C. 117 -74. PROVIDE WET -USE ADHESIVES. PLYWOOD SHEATHING: ALL PLYWOOD SHEATHING SHALL. BE FURNISHED IN CONFORMANCE WITH U.B.C. STANDARD NO. 25 -9. ROOF PLYWOOD SHEATHING SHALL BE STRUCTURAL I C -D, GROUP 2 A.P.A. WITH EXTERIOR GLUE LAID FACE GRAIN PERPENDICULAR TO SUPPORTS. 5/8" T.& G. (P.I. = 32/16). WHERE SPAN IS 24" AND 3/4" T. & G. (P.1.= 48/24) WHERE SPAN IS 48 ". PREFABRICATED WOOD TRUSSES: ROOF TRUSSES HALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND THE LOADS LISTED BELOW. TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL DEAD AND LIVE LOAD FOR ROOF AREA ADDITIONAL LIVE LOAD 25 PSF SNOW LOAD DUE TO DRIF'T'ING 10 PSF SHALL BE INCLUDED PER THE 10 PSF 1988 U.B.C. 45 PSF SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND THE LOCAL BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. ALL SUBMITALS SHALL BEAR THE STAMP OF A REGISTERED WASHINGTON STATE PROFESSIONAL ENGINEER. THE TRUSSES WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. THIS REVIEW WILL NOT COVER INTERNAL FORCES OR CONNECTIONS WITHIN THE TRUSS -ONLY THE MANUFACTURER CAN DETERMINE THE ADEQUACt OF THESE PORTIONS OF THE TRUSS. PROVIDE CONNECTION DETAILS FOR ALL TRUSS-TO-TRUSS CONNECTIONS I F REQUIRED. ALL FOOTINGS: ALL FOOTINGS MUST REST ON UNDISTURBED ORIGINAL EARTH OR COMPACTED STRUCTURAL FILL AS PER SOIL REPORT RECOMMENDATIONS. CON'TRACTOR'S NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK. IF ANY ERROR OR OMISSION APPEAR IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE ENGINEER HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM THEIR WORK. FOOTING ELEVATIONS SHOWN ON DETAILS ARE MINIMUM DIMENSIONS. CONTRACTOR MUST VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR SHALL BECOME FAMILIAR WITH TILE: SOIL CONDITION BY READING SOIL REPORTS DATED 9-6 -89 AND 5-8-89. nr s' n : -!• a '.... ;.Jain. { u.' S^•kl. 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SLACK.., DR AK StVD v s coNSULTANT ARCFiIT1 CTtJRAL MITHUN PARTNERS 2000112TH AVENUE NE BELLVUE WA 98004 20614543 =344 • p> z -4-26 TRECK DR '�H 4 +ACCESS 35 ,.Q Is "n Si tat ?_f e, • sr Opt C2.: STRUM I'URAL AKB CONSULTING ENGINEERS 1550 140TH" AVENUE NE BELLVUE WA 98005 206/7473592 CIVIL '18215 ENGINEERS .18215 72ND, AVE SOUTH KENT WA 98032 206/251 6222 . LANDSCAPE OTAK . 25 CENTRAL WAY, SUITE 3,(35 KIRKLAND WA 98033 206/822 -- 4446' CONTRACTER PACIFIC QUALITY CONSTRUCTION 627 NE HALSEY ST PROTLAND OR 97232 . . 503/284-0575 - LEGAL DESCRIPTI NI That portion of the Southwest quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, of the Willamette Meridian; in King County, Washington. COMMENCING at the Southwest corner of the Southwest quarter of the Northeast quarter of said Section 26; THENCE North 010,10' 24" East, along said West line of said Southwest quarter 1293.57 feet to the South margin of Strander Boulevard; THENCE South.880 15' 33" East, along said margin, 665.00 feet to the TRUE POINT OF BEGINNING of this description. THENCE South 010 44' 27" West, 63.00 feet to a paint of tangent curvature concave to the Northeast having a "radius of 130.00 feet; THENCE Southeasterly along said curve through an arc of 340 ?T or an arc length of 78.17 feet; THENCE South 880 15' 33" East, 212.17 feet; THENCE South O10 44' 27" West, 62.00 feet; THENCE South 880 15' 33" East, 9.00 feet; THENCE South 010 44' 27" West, 62.00 feet; THENCE North 880 15 33" West, 133.00 feet; THENCE South.010 44' 27" West, 150.00 feet; THENCE South 880 15 33" East, 299.82 feet; THENCE South 340 33' 18" East, 204.52 feet; THENCE South 880 15' 33" East, 1616.74 feet to the West margin of Andover Park West; THENCE North 010 03' 25" Fast along said West margin 575.42 feet to the South margin of Strander Boulevard; THENCE, North 880'15' 34" West along said South margin, 641.73 feet to the TRUE POINT OE BEGINNING and TERMINUS of this legal description. tL N� BUILDING DATA Occupancy: 13-2 Building Area: 2,980 S.F. Building Type: V N Code: UBC 1985 Energy Code: Per Washington State Energy Code. SEPARATE PERMIT AND APPROVAL ee, 0256 meg'is$Colvatoe To ea REQUIRED *Feee 41,1704,401 , cue 651-r0 taco 7 644164013 INAzi it4 i? ixemegris Meitoo n 'V 34. 49Arop Diekatkigs 5/4414 t.)8144tisreD ewtv Augnrecir Me 40114046 Pew *Fiv31et1?0N44eJD fKsi'Tiow, Apexwei, � s lothFAt� eatt40 "04! Liapprate IN4pecrobes 0 SEPARATE PERMIT A'ND APPROVAL REQi..IiRED GENERAL- NOTES • 1. Do not scale drawings. 2 Provide fire alarm system if required per NIPA 712A, 712E and City of •` Tukwila requirements. 3. All exterior galy. metal flashing shall be pre -primed and painted color to be selected by Architect. 4 Fire extinguishers to be provided by tenants. Per City of Tukwila • requirements. 5.. Roof assembly to be Class A or Class 13 per Section 3203 U.B.C. 1985. 6. All work shall conform to the 1985 U.C.B. The Washington State Building Code and all jurisdiction rules and regulations. 7. All concrete and masonry work to comply with Section 306 U.P.C. 1985. Inspection to be done by: Otto Roseneau; Inc. 6747 Martin Luther King Way Seattle WA 98118 206/725-4600 p }, t Mechanical supply of outside au and mechanical exhaust of building air shall be automatically shut off and duct closed minimum 8 hours day during non occupancy (WSEC 403(d))1A). 9 Prirnarry source of heating for tenant shall be one or more heat pumps meeting provisions 411(b) WSEC or gas combustion heating with minimum efficiency of 85% in accordance with section 411(b) WSEC (WSEC 403(d)13). 10. No pipes exposed at exterior of building. PgsiAtf-MAN r eaDeri °P.I.-ScziztcAe,-.0g5sgocp,: Tama( mc titeck4AN 1C1440 Wip6/4OP c tUNG t.X,�pwria-A4 5 � eSE P�'Car6E0 10/ ,qpc�` �'peCr gkZ4uN4 PEA u.R.c. 5127 47 q8 (4rr444 F-c) tlf274 sr" ri • • f r i 11111 11�1111111�1111111� 0 16 Y115i t' 1 ,' h.', u lL U � G Ye SZ 1 ±1111111 li ll1i,ii ii J1i'Ilni 1111lltIll!l11It !i! • i J 1. 11 i 1I 1 1 1 11 111 1 �i 11.11 11 1 I 11 111111 I ,.111 I I1iI Lii 1 111 1 lLl 1I 1I1I1i 1i 1i1 I1I 1III 1 III li lI lI iI 1III 1 III I1 11111 3 ) 5 6 7 1 C) 11 ManER16ERMRNr 12 NAT":' If the mici'ow fil ' � ed . %Pculbent� is` less clear than this notice, it Is cue to the quelity 'Of the orioinel c'oc itiSent .... , ... . _ .w.. .:._. . ,J...:._.. _ . ,_ �` .. +,Z £Z ?Z le (ye 6l 'St LL 91 SL ail £L CL Lt. v1, 6 iII II111111 1 I: .IIIIII,II. <I:I.l. . i I I ll1 .li11111111 1I I IIIII 1 IIIi IIII III ( I IIIII i 11II 111 II I!1 1i 111 ,1111 1 1 11.11 .I1. 1 I I I.1111 11in11 11111Ilillli lliliIIlin...l., l 111lll1ll.ill 111111111 C'3"�J.� '<; .� t � '�>rPfi %'�..�r" , 3c .J, ✓ c,r `' , aC ✓l r`::,: ,; .cGF''v,1�, ..: •:h'' � , ,� ' -'�sz ;t, ��r,� � � 'f . � 3';'. '�F+ ^�r�- . v ;? = :! •�� FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval Of plans does nOt authorize the violation of any adopted code or ordinance. Receipt of contra�or copy of appr ` , s acknow By Date ed. 4y / ?t Pern'ft °'Noy z L VAN U ffI IIii1111111111 11611111 I IIl1I 1 1 �M .f � DRAWING INDEX ' A-O- COVER SHEET A -1 -ARC. 5 T : PLAN A--2 -FLOOR PLAN A- 3- ELEVATIONS A- 4- ELEVATIONS A- 5- SECTIONS A- • -DE IL 5- 1- GENERAL NOTES/ DETAILS S- 2- FOUNDATION PLAN S- 3- FRAMING PLAN S- 4- FRAMING DETAILS C -1 -SITE PLAN r C- 2- GRADING AND STORM C-3- WATER SEWAGE C -4- ENLARGED PLANS C-5 -SITE DETAILS C -6 -SITE DE'T'AILS 6- LANDSCAPE PLAN PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY Z.''a -Z'� es-re �{ - 1va.rkL oN SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN B.,X BY ()ATE OUT MAHAN & DeSAI 1,'O, INC. APPR V.E.D. • .MITHUN P A R T N E R S BUIL r I •r0IVIS10 -;' OFFP, JAN' 2 x`1994 N DE w TI RECEIVED CITY OFTUKWILA JAN 2 4 1990 PERMIT CENTER 7ds7,W" - r ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 I I2TH AVE NE BELLEVUE WA 98004 (206) 454 334'4 FAX 1206) 6464776 taammetellesamosmosomaraxiMoliastotmoil is knit Pi. : • I.: "' _ ,... INCSMENNIBUINIMMANUMMININVERIPMEEnangn NO bAff , . RD/WON :IS,03) 1'J, PRbJFCLAjh:HilfC1 • J DRAWN 2029, THOMAS 0. EMRIC11: SLATE -OF WASHINGTON • C,04.Q2- MAC NO 1j, L DYE SNFf!N;JM8(B• • COP►R HT e, iylifi i} M 1»(RS P A R r N E R S ARC111TEC ",'ORE P LANNING & INTERIOR DESIGN 2000112TH AVE NE BELLEVUE WA 98004 (206) 4543344 FAX (206)64b4776 tcs THOMAS D. €.MRICH' STAR OF WASHINGTON • �visseD 4 s. I 0 PROJECT NO DRff itZift > At $Y PERMITCENtER COPYRIGHT 0 MORON Pl9'NEA.S ; 11111111111111 I O 16711E INO. 2 4 5 6 NOT':: If the °micrcfiiiUied .c'ocumcnt is I netice, it is Cue to the ciuelity cr the U 6( fie Le. bG Sc tie ce 1, _ r- O •} ...81 ! 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Pi __. ---r- ' SU ../- al ii- 1 xi ..... ssompossus OIIIIIIIIMIIIIIIIIIIIII IRROIRORJOIONNII UN 1111101111111 .11111111 ELEVATION 6 CITY Or.ibit0/11_b- APPROVEr'-- LFVATJON 8 trk>. 1." n 1Cp9 Men 2 3 E.,-; 6e fie LZ 9e sz Ce , 111111111.11111111111ifillifilirnh11191,11111 fp_111111 I , 1.11111111111111111 11111111111,111111111111111111111111111111111111-1'111111-111-1111 • 5 6 ., 7 8 , 9 ' 10 11 MADE IN GERMANY 12 NOT-7- If'the-nlicrcfilrned'eocument is less clear then this ,--nctice,:it is cue-tc:the quality cr,.:ifiecririnel'c'ocun-lent;. .. . , --- Lc:; O 61. 81 LL 9i 21 17L EL ZL LL I I I 4.P.W`4.•••Mfiskt&t.I.54111,1:2Y2geatITA-5121-45V4--.5.01a245,-- ,..‘ffa-70741ieles= tr- 1 'I� \t'' 417 .'11416+1T u 1' 2C v5 =R g9 vtgAior 1.001:110-1 gGV PPErg. (2) I.Ge•Ater c -, ftl°1*.j 1 f 4114 w t+c. cts+ I-rr) li Ili 11 • • )* c-'41-7-w) MITHUN PA R 4T N E R S ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 1 I2TH AVE NE BELLEVUE WA 98004 (206) 454 3344 FAX (206) 6464776 entiallgele NO OAT£ REVISION - 11 • oI,p" clY • t itt q1-0I . 11-4 roAA-eiNe-T a%'e, 01144- Cam. ,BOA.• �.n � t, �+'r.: � �' a t ✓Ci � � � F ,'. i,i. A', y � • •r < ;,..: i 4 ^ .fY( . �!_ .'', � . � f/ v r,•. r/ .:�,.� '' g, # I111I111111111111111f 11111' 11111111111111111 (1111111111111111111111 +1111 11111111111111p 1111111111111111111111111111 111III1111111111111111111111111111111111111141111111 !11111111111111111111 2 • f N31-7: If the micrcfilrned document is Tess deer thErl this 1 notice, it due t0 the quality ' the orinirel document 0�, n.' i1C L <' 9c Se ve cz ze IG QG 61 9t LI 9I SI 471. £I zl It OL 6 Q G 9 C, 1 1 1 1 1 �!IIIII!I� II 1111 III!�Illl IIII�III. III,IIII! III! !III IIlIIII.IIIII��I11 III. 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MIAS D. EMRICU MATE Of WASHINGION- '16,4\ 1-rx„1162 ft:x:24060.oz. PROACI NO !' 1°2'00 DATE SHEET NAISER COPYRIGHT C A,ormiN FART f As ; a • • i mitt. 2x2 \ ' r W Its' a 10144.1 HI1-J ? ,6 \ �c 4 yam' 4 miroH -'t' NtrL_ .5it-n-i6r gird HAASHOeila ' -- C 4) 11411"M- typ - �- 4100 I ,' t taigiv { IOW ibI0II -14 11 11N1, • YA 8 "ae, 12,01 ® ,�, 112•Iof *Aar : IPr' Hr W •/10.4,4N'T- SECTION , I) I ' $ 1141 -1'.6) T PORK pRAME DETAIL : r_ .5 r (.1 �I MG �G C 'Z! IyGs d2 - - -- - c►'44 N fi) 4).i L uGT 112)1 44' OH�'4 ;..I x.■ 1 t'tT > Ivrorr c H161 4 1534" `°i1_ 41 lat- 031,'x I G 6011 --2 1.41 r r 19%0/4:, 4,1L4 49 C/ Pa c. 4514 �0 C-Przri { . (4:05% Vs 04, 0 Pi"O4-. 1,41t:2,149 tWT 11.4001.., i�'�c�'� tfrapii 0 SECTION 7Th .SECTION rsro 0-01 111111111111111, H 111111111 t• III 1111111 VIII 11111 111 III III 111 III II II III III Ili III III 1111111 III III III III III Ili III VIII!! 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EMRICH STATE OF WASHINGTON 'IM G 049 a PRc tat NO 1.16/0 DAFE SHEETNUMBER COPYRIGHT !, MITHUN P.6RTNoRS -t • • • FLASHIKIG; • ,N-n; f4•17Lp r.421.4K.z crcww r) 2G Ka'c' • • WOES (NOT TO EXCEED IEI• WITP•ONT FACE FASTENING, . • FIELD CuT PANEL TO EXACT SUE DOUBLE FORM LOGE TN • PREFOMED FL.AS$INC • ;f) • sei.t.vre By ornens CONTINUOUS CLEAT " AS REWIRES . • . . 1 Poor • 1 r I • onn--;ino Too.: Low Fon spaqc TOP CLOSURE SET N A SE0 OF SEALANT • litaReNISEALANT CLOSURE' • iffLotieno nun ijp AT END 4A IL SEALANT APPLKO SY 00S RIDGE DTI )r—Nrem. • vManPi pe2%r- t22,444 r-Vcre-'1P- PT-7- PX) c:Wr'r 1142.f VPr rer..f' PP06.1t-+ Lt it---fr6HIF-46 1.44 rt24-tiH6,.• ACT EY71.14 -r-r? 11,601 %'1'4;71 1:741 t.1464-4:1 169.4;e11%2,41-1174,1 mie.64,h47ZrINP"54417°p664,H0 45.tr0.14r I oi 24 CA C4AL NT METAL: • S .-$UCORE SEN.ART. t3EAD 0 JOINT COVER , 6Lor1v rAfkrol 'of rA0 COPING DTL 1/i• JOINT 0 BREAK, MX SECTIONS • MITHUN PART N E R S ARCHITECTURE PLANNING INTERIOR DESIGN 2000 I I2TH AVE NO BELLEVUE WA 98004 ( 2 0 6 ) 4 5 4 3 3 4 4 FAX (206)646 4776 11111111NIBMIVIIIIMISSINMENKBAINNIMMINSIONIMIll • r COPING DTL C..1■4t) 6144 n46(3Hr' (-06,04r) Aitiz aetz, fa-( 162.r.o.mow. ;6- 113/44er 1 41.1f. 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D.. • <DOOR DETAIL 11121 .f.1 /eel PERMIT CENTER 6' 1 it, -0 • • `.,"'"?-' • • 111111111111111111111111111111111111111111111111111111111 1111111111111111 111111111111111111 NT 111111111111111 11111,1111 11111111111 1111111111111111111111111111111 111111111111111111111111 0 10711. It 2 3 4 5 6 7 8 9 11 MMIE NURMM" 12 41111 NOT: If the microfilmed c'ocument is less clear they this notice, it is cue to the duality or the oririnel c'ocunlent. y GZ vie ce e o 61. BL 47L 6 L 9 Z, 9 S; 9 u. e MI 0 `,7 • •'", • ••;( .....'"•,••[,` ;" ,•••• • • , , ' • I • -.- • • • , igNinftaninficell \rfi PROJECT ARC•DTECI DRAWN CHECK ISSIBISERIBEIREREMMI TULE 'MOMS D. EMRICH - STATE OF WASHINGTON pRoJEallo. • COPyfitagt 0 MTHUN PARTNERS 1 ■ I - • • >rt 1�.0 ! 1404451(71• �' ' y.�. - I- t/t, w g1 -._. 100 ea�d.>": VAI 11' #MI •(C1-A4• -/ 17,64 Fin err?, )1401-40 N# tpn- o!--1 L "r '1:44 TrIP 11 141-1- • - - -- -HOW at 4, P. t- , c(.JNb -no .._r 14;"X 14-Yx 110" 1,0 ,d, e --r &11 11 W No 1 _ 411x41` -1,� -- Gam' kI 1'12'k1'14,1(4i; ; %C N') 1 ETAA4;; DETAIL v c2;441-Tr .fre6.‘ll-n-) W i7 col -I1-15 -• I vl` t"J tttt2(. M4 7 /l "MINI�V- f-1`� I . 1It''z "rl °�I ice' 2 .GATE DETAIL J1 1 m+ 11 I �" 1t 11'./)->4 s11.0.1 1 1. 6f+ _I!2&' , ?4 i l n 1 (.ATE DETAIL 4ll o 1,,ou 4 raz 1;orv5 ( ". 4.>:4 IO. MITHUN P A R T N E R S ARCHITECTURE P L A N N I N G & INTERIOR DESIGN 2000 112TH AVE NE BELLEVUE WA 98004 (206) 454 3344 PAX (206) 6464776 a -45 °, -t� -- ea/ rrl e. i+w,.'h1;, i 2 -'4," 4.0 { N ��, I1-. MR- mesig 01412 r•Siv`� a ,2'•-d e9. ti. :COLUMN CIL< r - ;121 /�H�iwW% � -trir ,. 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Pg5 • 5 t 2 7 8 9 10 11 Mnnt RIGERMLPU 12 • r N3TE: lithe micrcfiimed document is less clear then this notice, it is cue tc the quality cr the cripinel document. 5!e aZ fie ce ze LG (�� bl 8l Gl 9L 5L 1. El Zl Ll (j� 6 8 G 9 I44Li11iililn6li6lidaiidI loliiiiIlu111 1+m1slihiifnl1111H 1tiii1willilclil11ii11114111i111611111111(1114n11111ih 111i ij1l1111In16161 {llilllnlflnl1iilii111i! 111 in1!1 i11hi 111iinhllillliili1iihdl illnilh ilirh11h1111 "y r•: $€ • .:APPLY UFtL S iOI OTH WIE : UNflORM 841 LDItii#: t OD : ( W88 EMTION ) ?l , $ .A ERAl, Alas r..r p3F FLOOR (RETAIL) PBit • .} W IND .-)- ...- .a.`. - .,,,......15.0, PRY, .8U• MPH, EXP A 1 ' ; SEISJpI,IC _ - -_ --ZONE 3, .11RC -8B `2 t ;irl, 'I =1.•O. .7 , ; W=3 • SOIL .BRING 'PRESSURE R 2,500 P'SEE - • _ ` 27• L *Nit; pi e r to L ' Geo.-Engineer's • .r � 1 r pc� t y S � dated 17dt ' fi i , 198#? '4, `�i�v S, 1989. - G : ALL MATERIALS-''' AND WOR A•'M8HIP SHALL' CONFORM 'To THE U IFORdt.,BU L DING CODE '19U13 EbITIION, DRAWI NOR , AND` SPEC' PI CAT IONS. THE CONTRACTOR :MALL . PROVIDE 'TEMPORARY ,BRAci L A; BUT ARE: BE (ISED; BY THE. E#IALL' BE'; UNTIt.; ALt STRUCTURAL CONNECTIONS HAVE BEEN COMPLETEO: DRAWING;1 NI3 TYPICAL DETAILS OP CONSTRUCTION. WIIENE CONDITIONS; ARE Mgr SPEC1rFI4 ALLY. OF A . SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR . DETAILS OF •• CONS ^s RUCTI +. SUB.IF!i' TO APPROVAL BY THE ARCHITECT AND STRUCTURAL, EPIGINE .. DO N*JT SCI. RR{IS$ON: CONCRETS CANB T UCTI N SHALL BE $UPEREVI$DStD I3V AC E UNIFORM BUILDING : CODE BY " A QUMJI FI ED TEST I NO AGEN fY AP ARGHITECT OR OWNER. THE ARCHITECT, STRUCTURAL -RNGIi1E1;R8,„ D B FURNISHED WITH COPIES IF ALL TEST REBUTS.... �$ANCE WI OVER; AND P UILDING DE 8 SHOP DRAWINGS: SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL T PREFABRICATED TRUSSES AND ,GLUED LAMINATED MEMBERS SHALL BE SUBMITTED THE STRUCTURAL ENGINEER FOR APPROVAL, PRIOR TO FABItICATxON OF THESE ITEMS. EVIDENCE +F SUCH REVIEW AND APPROVAi SHALL BE SUBMITTED TO THE CITY BUILDING DEPARTMENT. REIN - " A l ` � � NCRETE: :f' e ' S 14 t _ PS [.. MR . AL ; FOOTINGS, SHALL HAVE • NOT 'LESS THAN 6' I/2 SACKS OF CEMENT PER OUBIC MAXIMUM PER-SACK -POR, ALL CONCRETE. CONCRETE REINFORCING ING. STN PER A.9.T.1. A-615, GRADE 60. WELDED WIRE MESH SHALL BE' "+ TO ASTM A -185. LAP ALL EWES 1 1/2 MESH MINIMUM. ;SID SIX I s b FLAT 3H B , ' CONFORM. • • CONCRETE ]I i'ION: CONCRETE 'PROTECTION (CLOVEN) FOR RE1 ORCI�IG FOLLOWS:.' GQ • R00TIPiG A146 OTHER ENFORMED SURFACES, EARTH FACE----E--3" FORM RURPACES IN. DIRECT CONTACT WITH EARTH •¢•-2" jowly, COLUMNS,, AND SURFACES EXPOSED TO WEAT'.:ER ---- -- 4-1/2" SLABS AND WALLS' (INTERIOR FACE) --3/4" EE L SHALL BE A& r REINFOQCI iG STEEL ,DETAIIt1HG: REINFORCING STEEL SHALL, BE DETAILED (INCLUDING; Mb SENDS), IN,ACCORDA►I CE WITH,- ACI '315 ' •ANI 31f) {LATEST , >EDI'TIOH). ,LAP ALL CONTINUOUS RlirIINPORCEME•NT 30 ;_BARS DIAMETERS ' `0R 1' -6" MINIMUM. PROVIDE CORNER BARS .4T AUL WAS INTERSECTIONS. LAP CORNEE. BARS 30 ' BAR DIAMETERS OR 1' 6" MINIMUM. NO BARS PART'IALI4 'ENBEDDLD IN HARDENED, ,CONCRETE SHALL, .BE PIELD BENT ' UNLESS SPEC!' ICALLY SO DETn'ILED :DR APPROVED BY THE `:STRUCTURAL ENGINEER. REINFORCED MASONRY: CONCRETE MASONRY UNITS SHALL CONFORM TO ,ASTM C90 --10, GRADE-JR.". 1 AND SHALL BE LAID IN RUNNING BOND WITH TYPE "3 ". ( ASTM C -270 ). MORTAR HAVING • ILL ALL CELLS CONTAINENO A1IN�P11iM COhIFI;<ES3I vE STRENGTH OF 1800 PSI AT ELI, DAl '3. FILL • REINFORCING WITH GROUT ' ( ASTM C-476 ) RAVING MINIMUM OOt4PRESSIRE., STRENGTH` OF, 20Q0 C E- �' • ,.REINFORCING LIFTS NOT EXCEEDING 4 0 IN HEIGHT. FILL, 'OTHER- CELLS i�ITH • GROUT A5 PSI,' INDICATED ON DRAWINGS,. ALL, REINFORCEMENT' SHALL BE IN PLACE PRIOR TO•GROUTING WITH VERT,9CAI, =BARS HELD AT TOP, BOTTOM AND 192 ?DIAMETERS, _ MAXIMUM ON CENTERS. CQNTRACTO& SHALL PROVIDE TEMPORARY BRACING FOR MASONRY WALLS, AS REQUIRED, UNTIL CONNECTIONS TO FLOOR AND/OR ROOF H / 00 DIAPHRAGMS ARE COMPLETED. ALL EMBEDDED I'TElHS 5HAL BE GROUTED `SOLID IN CELLS.; P)VIDE TWO'. *6 FULL HEIGHT EACH-RIDE OF ALL OPENINGS 'AND AT DI SCONT I NUO , vs EI1ug.. PROVIDB 'HO.., ' RI ZONTAI, � BOND. BEAM.:S` ,N1TH � TWO #6 AT 48 Qfi�,C ;;, . _ MAXIMUM. PROVIDE BONND BEAMS AT ALL FLOOI;I •'MD ROOF LINES AND AT 'THE TOP OF THE WALL. ALSO '. PROVIDE A BOND - BEAM WITH `T'WO #15., HWRI ZOt' TALLY OVER ALL 1ALL OPENINGS,: AND EXTEND THESE BARS, 2' -0" PAST THE OPENING ,' ON EACH SIDE. PROVIDE CORNER,BAR3 TO MATCH THE WALL'HORIZONTAL REINFORCEMENT' AT ALL WALL INTERSECTIONS. LAP ALL BARS 40 DIAMETER, 1' -6" MINIMUM, UNLESS NOTED OT'HERW'ISE, MINIMUt4 VERTICAL REINFORCE3►3ENT SHALL I3E #5 N' 48" 0.C. UNLESS E 'Q e r 4 •P R.«' 1 s f • dzi3Fxma� +'Cft'3 < d� ti1*, wit,. _�r+a�..., ', » 1 , r o r ti 3TIIIfc :URAL 9TI L ALL STEEL SHALL, CONFORM TO A $' T.'1 X34. ALL STRUCTUR. AL' TUBE , COLUMNS SHAT -L' CONFORM TO''ASTM A500. GRADE =B,, EY=46KSI. ` ALL BOLTS "A. S.T.M. A307. }MELDING ELECTRODES SHALL' BE ,.7O X. ALL WELLING SHALLBE'.PERFORMED BY AWS /WABO CERTIFIED WELDERS • AND' SHALL BE 3/1&' :MINIMUM. SAWN STRUCTURAL LU14 ER: ALL STRUCTURAL LUMBER HALL BE. AS FOLLOWS: JOISTS H. F,' *2, BEAMS H.F. #s1 :AND STUDS H. F . STANDARD OII• BETVER.. WOOD BEARING -ON OR WITHIN 1" OF CONCRETE OR_ C.M.U. - OR WITHIN 4i':' OF: EARTH SHALL BE TREATED, _WITH. AN `APPROVED, PRESERVATIVE. PROVIDE MILD STEEL `PLATE WASHERS • AT ; •ALL BOLT HEADS AND ' NUTS BEARING OW WOOD 'EXCEPT PROVIDE CUT ► ASHE:RS AT SILL PLATES. MINIMUM NAILING `SHALL BE IN ACCORDANCE . KITH :'TABLE, 25Q - OF 'THE UNLESS SHOWN OTHERWISE: ALL. NAILS`:IN TREATED TIMBER S}IALL BE :STAINLESS STEEL. T 'I4BE.R: SHALL BE •\.BRANDED BIJ,EEAUu .fM ii r WITHE 'A QUALITY CONTROL AGENCY MARK T3Y AMERICAN WOOD ... TIUE LAMINA.TEDE Tid9I3ER' ALL ' `GLU- LA?9 : TIMBER SHALL yBE DOUGLAS FIR COMBINATION 24 F -V4 FOR BEAMS .AND GIRDERS:, FABRICATION AND ERECTION "TO BE ' IN ; ACCORDANCE' WITH A. I.T.C. ` 117 --74. PROVIDE W -UST: AD#ER VES. PLYWOOD ' SHE;ATHING: :ILL ;PLYWOOD SHEATHING SHALL -13E FURNISHED IN CONFORMANCE. WITH U.A.C. ,! STANDARD NO. 25 -9. ,, ROOF PLYWOOD "SHEATHING SHALN,'BE STRUCTURAL 1 COD, GRROUP 2 A.P I'I'H tXTERIOR , GLUE LAID FACE GRAIN PERPENDICULAR TO ' SUPPORTS. /8 ".::T. & G. (? l . 32/16) .. i1EEEEE SPAN'IS: 24" 'AND 3/4" T. &'G. (P:1.= 48/24) ;WHEW' SPAN :I3 48 ".:' EREFABRICATED ND CONDIOOD TWJSSES: 'FEE 'TRU:�SI33 SHALL" BE DESIGNIED BY'`TIIE ' MANUFAC'FURER 'FOR ,THE DRAWINGS AND THE LOADS' LISTED BELOW. TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD . ' BOTTOM CHIORD DEAD LOAD T'OT'AL DEAD AND LI VE LOAD FOR .ROOF AREA 25 . PSF ' 10 •PSF `10 PSF 45 PSF. ' ADDITIONAL LIVE LOAD SNOW LOAD DUE'TO DRIFTING SHALL 13E•INCLUDED PER THE 1988 U.B.C. SUBiiIT SHOP DRAWINGS r4ND DESIGN CALCULATIONS, TO THE ARCHITECT :AND THE LOCAL BUUILDING DEPARTMENT FOR APPROVAL . PRIOR ''TO FABRICATION. ALL SUPdIITAL:T SHALL ; BEAR . THE STAMP OF ;A REGISTEREI)'WASHINGTON STATE PROFESSIONAL ENGINEER. 'THE'TRUSSES WILL BE REVIEWED FOR BENERAL'CONFORMANC4'.WITH •THE. DESIGN CONCEi't.' -;THIS REVIEW WILL, NOT. COVER, INTERNAL ;FORCES OR'. EONNECTI(NS'W THIN THE '.TRUSS +-ONLY:'`THE § #MANUFACTUPER CAN DETERMINE THE ADEQUACX'OF.TtIESE° jR . 'iI ONS OP , TEIF ` ,TRUSS: MERCYIDE`CONNECTXON DETAILS 'FOR.,,ALL . TRUSS -TO- TRUSS CONNECTIONS IF REQUIRED. AI.L' FOOTINGS: ALL FOOTINGS MUST' REST ON UNDISTURBED ORIGINAL EARTH OR COMPACTED STRUCTURRAL' PILL .AS PER•SOIL . REPORT RECOMMENDATIONS. '1'I : CTOR'3 NOTES: CONTRACTOR SHALL `. i)E :• RESPONSIB LE ALL EEQUI ftFD sAFETV PRECAix>'oN3 AN1D ;THE METHODS, 'TECRIII UESI 'A! D UENCZS: OE :, PROCEDURES -REQUIRED TO PERFOf -TIIE WORK. ` ;• IF ANY ERR OR -OMISSION', P IN'` E DIRAWINGS SPEC'.FICATIONS ' OE OTHER DoeUtIENTS TH'HE' ONTRACTOR SHALL NOTIFY,• TU OWNER SIN WRITING OF 'SUCHtOMISSION OR ERROR BEFORE' PR(X„EialIING wwrTH THE. WORK; OR'ACCEP1r FULL BESPO;i:3IBILI' ,FOR THE C a -TO KECTIF'Y SAME. VERIFY AND COt`QRDINAT. CPENENGS IN ' FLUOR$, a: WALLS .AEI) ,ROOF WITH':IARCHITECTURAL, ; `HECHA iCAL, A?ID ELIC IcAL DRAWINGS ;, THE.. ENGINEER 'BIAS - NOT BEE d '•. RETAI iED . TO PROVIDE • DESIGN AND /OR C7NS` iUCTIQN.IIEVIEW'5ERVICES RELATED tTO THE CONTRiAC O 'S. • SAFETY s,PRECAUTIONS, j OR TO Ni 5,' ) ET•FiOD3 ' THCHNIQUES,: SEQUENCES :.OR < PROCE))URES: FOR# THE CONT`RAOT' TO :: PREFO[RM: THEIR'' WORK. FOOTING ELEVATIONS SHOWN ON DETAIILS `'' 'ARE MIiNIM'UM .: ?DIMENSIONS CONTRACTOR MUST VEIRIFY • EXISTI CONDITIONS PRIORR TO STARTING WORK.:`, CONTRACTOR - SHALL BECOME Fr'AMILIAR WITH THE SOIL.'; CONDITION BY READING. SOIL,REPOISTS:DATED 8 -89 AND:5 Ii-H9. REP2,.TO AIRCHI 'ECTURAL DRAWINGS FOR OTHER WALLS,` •FtNI$f,ES AND DIMENSIONS. , p PLYWOOD NAILING ''TAIL I:OOF PLYWOOY$" bItlOd NAIL , `6" �ofc, AT ,A.I L PAN1 L _ EDGES AND 12'; c e.C: AT'INTERNIEDIATR SUP.PsiR't (I "'HELOT 3IDG! BLOCkINC NOT REQUIRED• ;'.UNLESS N)TED OTriERWI3. SFBEREE, 3IfRC`PEEtE Y ... < ��;�' E-EE - °ti. ^. C0 CRETE AN.D ` STRUCTURAL . M.ASONRY' . CONSTRICTION SHALL :'SE INSPECTED IN ACCORDANCE ° WI'I43 . SECTIOI ' 306 - OF IIIW . UUNIFolts 8 II:DXNG .' CODE .. BY :A QUALIFIED 'ft(SPECTiiON AOENCI' ;'APP OVER ,.AND DRSIQNATED )3y ,'THE ;.A40HITECT O€i OWN! R. COPIES OF INSPECTION REPORTS :SHALL•• BE NISHED! :.T TNEF " °AR HITECT, ENGI R .AND. BUI LDI;tIG DEPAR'iENT: -_ , MITHUN P ART N E RS ■ ARCHITECTURE P LANNING & INTERIOR DESIGN • EEEIRREE .. • i • • • BELLEVUE WA 90004 (206) 454 3344 FA k (206)6464776 • Mak •_rte_ ' 11 sansougaz NO DATE REVISION 1-s -10 revi4104S, CITY OF TUKWILA APPROVED PROJECT ARCHITECT EteeisteRti PROJECT No. 5610 ()ATE RECEIVED SHEETHi1M8ER ••••';" • ,r . ' t • oile 4100 *il 4' - " Nir s 0 r6t711-et /4 00, &MVOS ■IMM, ToP, *eiki. Igea° r JI VIP 6, J. 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St tit el • L LI 01, 6 £3 L 9 « f7 L ivi (,) - • • e , • . • , CITY OF TUKWILA APPROVED 14;r-k'J • Igcn BUILDI G DIVISION e71.41.4e13 6061 'ele4, ALA- 549 \15e, 1-011eS FF2N 1 NA11-11461 *ers rL11-1x; RECEIVED ECEIVED CITY OF TUKWILA JAN 2 4 1990 PERMIT CENTER MITHUN. P ART N E R S ARCHITECTURE P LANNING & INTERIOR DESIGN 2000 I I2TH AVE NE BELLEVUE WA 98004 ( 2 0 6 ) 5 4 3 3 4 FAX (206)6464776 IRIKIIMINIONIEMIIIIMMIR9118181811WHMENOWNW1111 PROJECT ARCHITECT DRAWN LC-F CHECt 1\111e? est MU' PROJECT NO 7 1,5 OA a- I 4" • SHEEt WAVER ' COPYRIGHT 0 MITHLIN PARTNERS . .„ • t I~lJ ZICQ t +M4.. . I O) I d 11-Fro Cad I04...:INTO 4x /0)41e col -1.T. ki / t2)1444,'L.4 . c.'p0O,G. (t)1&d HAIL 2x* c 4610,4, (ptirii4evo lox e zotva, G, -- stHPsit l'5 L404.Tr .MITHUN P A R T N E R S S ARCHITECTURE PLANNING & INTERIOR DESIGN 2030 l i2TIJ AVE NE B .LEvus WA 98004 (206) 454,3/A4 FAX (206)646 47,76 0/4" rL`f k; =- - -- z Sx10 �KIt -Icy ,r4' :TY T 14/(4) i 4 liAl L.S /(27 ** c424-4i, i r # 85:4e?" 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Siff ET NUP48 COPYRICH7 p 4t,TON PAR NERs. .:)rf • IIiI1i III III f III+ Ijl1lil Illjl1ljlli1lllj{1ijlf I1I,Ijllljill1hl. jjLL lll 1111111 11 jlll1l1l(IIIjillji � iIi 1 0 16 THS IN" I / 7 lllj l�l` I1 11111I1 Ijl1ljil ljli11ll11I1I1Illjj ,jjl1i 1lljli1lll,i1I1f i1 llM'A6E j r4l F{ AHl jl112 U 9 1 NOT'i: I f the microfilmed document is less clear than this notice, it is due tc the cua!ity ci the cricinel c'ocurnent. 'ie Le YC 5i: hZ £Z ZZ lG 0 Ea +l 91 G1 91 9L hl ...._.FL Z1 11 Q6 6 0j L 9j c, h t Z lI "el U (IIIIIII!II1IIIII.►II11101111 11111111111111 !�IIIIIII!11.►IIIIIIIIIIIII !III1iIIIIII 1/11II1111�!ill11{ 11.1111' IIIIIIIIIIIIIIIIIIIIIIIIIII1II11IIIIIIIIilll111111llllilii�llllI1111IIIIII 111111lll111111i1111! 111111 1111111l1I11111111IIII! Ill1iililllii�l! ill111111! IIIII111111111111�l !IIIIIf!11111iill0111)I ��• ,... - -.,: t� '- ;:.` > f ` x -�15." e.�r,. //;k. �3?s:c���5'- r,r'.: .._`�..'. ��', +..r....5'�.�;�v r� t• INSTALL* - --- --- ( -8' ;TEE (FU 2'Q• GATE VALVE (F1:f(MJ) 1•8' ADAPTOR (F"(.)tMJ) 10 LF. , 8' DI PIPE I-F HYDRANT ASSEMBLY CONC.' BLOCKING W/4 -GUARD POSTS LIVE TAP EX. I2" .C( FOR WATER SERVICE 8 INSTALL. Ith' DOMESTIC METER-' SETTING WI5OLF We" DOMESTIC SERVICE (PIPE) CITY TO INSTALL METER. FIELD LOCATE (WICITY) & LIVE TAP EX. 12' CI WATER & INSTALL* 1 2'x(5' TAPPING TEE (FL) 1 -8' GATE VALVE (FLxMJ) CON., THRUST BLOCKING LIVE TAP EX. 12' CI FOR WATER SERVICE, & INSTALL 2' DOMESTIC METER SETTING WI 140 LF 2" DOMESTIC SERVICE PIPE. CITY TO INSTALL METER. EX. SS MH RIM r 22.77 LE. • 9.52 (201 I.E. • 10.04 (8'W) I.E. '110.41 (6'E) CONNECT TO EX. 8' ---' SAN. SEWER STUB (SEE 0. SPECIAL NOTE) SOUTHCENTER PLAZA WATER & SANITARY SEWE.R PLAN AC PAVING CONC. PAVING NE 1/4 SECTION 28, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA, WASHINGTON ,2 CURB SPRINKLER PIT WI 4' -8' WIDE x 7' LONG PRECAST CONC. VAULT SET TIGHT AGAINST BUILDING 'A' FOUNDATION (SEE DETAIL SHY, 6 OF 6) - POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION N 88'15'3 if 8 °15'33" W SPECIAL NOTES: CONNECTION TO EXIST. SAN. SEWERS I. CONTRACTOR SHALL FIELD LOCATED END OF E)'(IST. 8' SAN. SEWER STUB (3 PLACES PER PLAN) $ CONTACT ENGINEER TO SURVEY AS -BUILT ELEV. TO DETERMINE PRECISE PIPE SLOPE BETWEEN THE STUB & MANHOLE. THEN THE DESIGN WILL BE ADJUSTED SO THAT THE CONTINUATION OF THE PIP: SLOPE TO NEW MANHOLE WILL REMAIN THE SAME. AN ADDITIONAL MANHOLE MAY BE REQUIRED IF THE EXIST, SLOPE IS UNACCEPTABLE FOR OUR DEPTH REQUIREMENTS. FOR THE PURPOSE OF THIS DESIGN, WE HAVE ASSUMED AN EXISTING PIPE SLOPE OF 1.0 %. 2. CONTRACTOR SHALL PROVIDL OWNER W/ AS-BUILT SURVEY OF DOMESTIC WATER SERVICE LINES CLEARLY IDENTIFYING LINE PLACEMENT, METER LOCATIONS AND WATER METER NUMBERS. S 01•44'27° W 37.10' • •I•FIRE•HYD. ASSY: PER' DET: SHT.. • •C6 -6 • • CONC. BLOCKIt4G . W/3 -GUARD POSTS RTY N LINE d O NECTION I -IS LF PVC 1 0. %I 1 I Z 3 c 1 I- 1 w F- to 1 IL U g J 2I 1 OF- � coI • 1 / 1 7 -(A� -F di IN.V_I_LI :, 1 13LF2'D• ) C S Tf N, G J "Z oJ O CMITTER O fNS SWAR lIrt M.. m W � W y. EMS .0 F- e A Q I.E. - 20. 5 (8') W z Q F= 1 p co D al 1 d 1.1(A O D IX 22 LF 8' DI SPRINKLER ROOM LOCATION PER ARCH. PLANS - CLEANOUT #1 Rini • 25.90 I.E. - 15.00 1 -8' 90•BEND(MJ) CONC. BLOCKING 100 LF 6' PVC 0 3.9% ri 2'DOMESTIC CONNECTION 8' FIRELINE CONNECTION SPRINKLER ROOM LOCATION PER ARCH. PLANS - DBL. CHECK VALVE ASSY. (DCVA/ TO BE .INSIDE BLDG. POST INDICATOR VALVE (PIV) & FIRE DEPT. CONNECTION (FDC) MOUNTED ON EXTERIOR WALL. INSTALL' 1 -FIRE HYD. ASSY. CONC. BLOCKING Wl 3 -GUARD POSTS INSTALLL e 1 -8' GATE V, O (_ TEE IIAJ 1-8' GATE V 10 LF 13' D.). CONC. BLOCK I , L E (MJ) `L a Q OC (x rx 12-SD EXISTING FIRE HYD. TO. BE REMOVED & RELOCATED SHUT DFF GATE VALVE 8a PLUG PIPE. NEW HYD. LOCATION IS 95' NORTH AS SHOWN FIELD LOCATE (WITH CITY) & UVE TAP EX. 12' CI WATER & INSTALL, I- 12'x6' TAPPING TEE(FL) 1 -FIRE HYDRANT ASSY. liltn 0 Ff 1p LOCATE (WIC)TY) & LIVE�TAP EXIST. 12' C.I. WATER & INSTALL' I- 12••8' - TAPPING TEE (FL) 1-8' GATE VALVE (FL•MJ) CONC. THRUST BLOCKING 75 LF 8•D.I. TEE I.E. - 18.88 (8') Pc' lw I '-8j 901' E D MJ CONC. 8 OCKING LF 8' .1. it 11 1 111 t 1 t I SPRINKLER RQOM 11 ' LOCATION PER II ARCH. PLANS. - It DBL.CHECK VALVE �- ASSY. (DCVA) TO BE INSIDE BLDG. POST INDICATOR VALVE (PIV) & FIRE DEPT. CONNECTION (FDC) MOUNTED 1) ON EXTERIOR O WALL BLDG. 3 . FE= 26.0 LIVE TAP. EX. I2' CI FOR WATER SERVICE & INSTALL* 2' DOMESTIC METER SETTING WITH 27 LF 2' DOMESTIC SERVICE PPE. CITY TO INSTALL METER `INSTALL, I .;IRE HYDRANT ASSY. PER DETAIL SHT.C6 /6 CONC. BLOCKING ts0 I -GAD IPOT$ 24•SD ,64A 1 I -8'x6" TEE FL I -FIRE HY ASSY. PER' DIET. SHT. t6 6 2 -8 GAT VAL E ( C IN WITH •3- UARD F'0 TS .{,stay. - - - 24'SD TYPICAL WATERMAIN CROSSING OVER SANITARY SEWER 10LF8'D.I. .INSTALL, 1 -FIRE HYD. ASSY. PER DET. SHT. C6-6 CONC. BLOCKING 3-GUARD POSTS TARGET BLDG. FF 1l 26.00 5LF8''V: 0 (4.1% +EXIS . TRIM 2A+' 1I.E. • 1g:08 18'1 ;I.E. = 19.98 18L.; �• • EXIST. DCVA WIFDC _EX._ Er -W - -- --� EXIST. FIRE HYD. O (n 1 1 arse limit smem rim hers :. 1 BORING PIT LOCATION JIM 15 1 30 EXIST. SWR MH RiM • 24.88 I.E. • 8.82. (241 BLDG. C FF la 26.00 63 LF 8' D.I. SEWER 0 0.5% i 1 INSTALL' 1 1 -8' TEE (FL) 1 2 -8' GATE VALVE (4L4MJ) l-' NC 8LPTOR }• I-' 1. CONTACTOR SYJ1._L HAVE FIELD LOCATE SERVICE OLO tTE THEJJIG..POWER 8....I NOTIFY Twr SNEER IN-THE-EVENT THERE IS A CONFLICT " &NEW MANHOLE LOCATION. 12' C.I. WTR EX. 4'x4' PWR. VAULT TO REMAIN TAP c1..•°..?4.S••. . 285 LF 8' D.I. WP. RIM - I.E. • 17.37 18`) EXIS T_.1 pw:-_ VAULT 1 AP•'ROX. 15 :.F EXIST. SAN. SEWER STh8 OURGR KING .FF 26;00 >1>ri11. b ... s 88 °15'33" E EXISTs2• Ss SAN. SEWER STUB - -1--�1 lq- SEE SPECIAL NOTE 1306.70' APPROX. 15 LF 8'PVC C4 1.0% APPROX. 15 LF EXIST. SS STUB ( -FIRE HYDRANT ASSY. NC. BLOCKING 95LF8'D.I. T 8°C.I. WTR EXIST. SWR MH RIM - 24,71 ® LE. = 9.89 (I2') 1 EXIST. SWR MH RIM = 2.2.54 I.E. = 12.34 (12') LE. = 12.49 (8'N) I.E. = 12.59 (8'S) EX. SWR. MH •R1 = 24.39 I.E. -16.48 (12') I.E. •1 (3; 8"' M) = CONNECI�� �TO EXIST. / SAN. SEWER-STUB I.E. a 17.03 - SEE SPECIAL NOTE / FIRE HYD 2' WA TER ME ER & 22' • ��- _•:G ROWER LOCATION AS P..PdTED ON GROUND BY - SERVICE LINE I UTI. -Y LOCATE SERVICE �• -- BORE-N• JACK AND GUAGE 80 LF 18 O-I. CASING UNDER STRANDEF BLVD. SIZE AND GUAGE OF CAS TO BE DETEf1MINED 1 BY CONTRACTOR TO ACHIEVE DLS": ANCF. Stranger FIRE HYD. (II la ea leA Boulevard BLIDG °B` • Ms 26.00 BLDG. 'A' FF • 26.00 ' CLEAN©U' ^_ .I.E. •22.00•_ -- 70LE6'PVC :Ci 15.7% PROPOSED GRADE i PROPOSED GRADE 60' R,O.'W. • ANDOVER PARK WEST BLDG. 'C' FF. 26.00 60: R.O.W. STRANDER BLVD • t 3' PROPOSED GRADE EXIST. SWR MH RIM = 24.33 I.E. • 14.48 (12') CORE DRILL EX. MH 8 CONNECT NEW 8' PVC (Z! LE. • 14.81 (VERIFY) NECESSARY . OPEN CUT AND RESTORE STREET.. BACKFILL WITH CRUSHED. ROCK .PLACED IN (2' LIFTS COMPACTED TO 95% PROCTOR SAWCUT EDGES AND REPAVE WITH 9' COMPACTED DEPTH CLASS '8' ASPHALT ON 3 LIFTS) PLAN SCALE' = 5 EX. U/G POWER 8 TELEPHONE LOCATION AS PAINTED ON GROUND BY UTILITY LOCATE SERVICE :x. 8" WATERMAIN LOCATION IN THIS L AREA WAS PAINTED ON GROUND BY SERVICE AND SURVEYED BY BARGHAUSEN CONSULTING ENGINEERS INC. T err STRANDER 'BLVD. 60•: RIGHT OF :1VAY • 1 1 EL.- 24.6 r 9 1 4 mm- •-- r-- T•-- -- 'ors- r_�-..... T:::r.:- -.. f....- r- :a.:r::.:.s FIELD LOCA WITH CITY'S- LIVE TAP EXXSTlla16 42°• CI WATER- C INSTALL' I'8'xB' TAPC1118 TEE (FL). • • 1 -8' GATE YA.X..VE (FLxfrfJ). C0NC. THRLMI" BLOCKNG ' • ' G.ST LIGHT . WIRING 8" WATER 30 LF 6' PVC 0 13,4% CLEANQUT:#3 R'M. = 25.90 F.E. = 22.00 UNDERGROUND POWER I.E 21.0- tf 123I4" 4+.. OLYMPIC -=---- PIPELINE I.E. a 20.06 PHONE .IN I.E. " -21,0 CONC. •CLEANQUL #2 RIM - -24.43 LE, *18.00 APPROX. 40 LF8'PVC ® " "I I.0%. 1 -105 .LF. 8'. PVC ( 6.7% CLEANOUT #I RIM •_ • 25.90 I.E. • 15.00 BOA-R.O.W. MH . #I :TYPE 1-48% TRA;INIDER BLVD. --- IM •-. 24.44 I;E. 10 :98• (6' IN) I.�_ I•,E. *10.81 (8' OUT) 3' APPROX, 37 -LE I EX. • SS• STUB 0 ASSUMED 1.0% 1 (SEE SPECIAL 1 MH #1 TYPE t -419' I.E. • 10.98 (6' INl * {0.81• (8' OUT) : 112 :L.F'6':PVC (4- EX, SS MH. 7.76% �- RIM 22.77 • I.E. a 5,52 (2Q") (0.04. (8" W) • LE. • • 1 0.41 (8"' E) 7'"SS I.E. =19.0 $T. 1-IGHT • WIRIN I;,SJ /G PQWR o-4' GAS '12 ".SD. 1.4. =20.3, X. 8' C.I. WA:TERMA :N ' OPEN -CUT • A?� - RESTORE -EX: PAVED PARK148- AREA • O BAKE iVA'T€RMAi4' TtON'. AS _ 25- SHOWN 'SPIEYCI PARTNERS 'TO osrw RIGt4'•» F-EHT Y ON PRIVATE PP:>•=. C001/13 LE Tf?eE SUITES ISYi43 F'D i CONNECTION TO CITY .WAT AIN. PRIOR. . TO ANY CCt'r.S:. RUCTION• IN • THIS AREA- 0 oet 12" SS 15'. n I.E. =17.2t(VERIFY) .-E 12" :MIN. ate.,._ _..� TARGET KM. . FF 1.26.00 MH #2 _TYPE 1-48' RIM = 23.10 LE. -. 13.3 .(6' IN). LE:•' 13.14 (8' OUT) APPROX. 40. LE 8' PVC, 0 1.0% _PROPOSED GRADE to .!: : I_EXLST*S. $I }w ^MANHOLE • RIM =22.54.! LE. ..2 ..42;34...(12') (,E. = 12.49 (8'N) I.E.' = 12.59 (E3'S) LAPPRO.X. 15 (_r :EXIST; s$ sTUs Q AS"SUMEO T,o% SLOPE SEE SPECIAL: NOTE 5•« INSTALL, 20 VERTICAL BENDS A$ . NECESSARY NEW...B',.D.I...WATER iA 1 • CONTRACTOR TO 'DETERMINE ELEVATION'0F CASING NECESSARY TO AVOID CONFLICT.WITH EX. UTILITIES .. .,_...- INSTALL,. ' /ERTICAL N BENDS AS ECESSARY 15.. NEW 18' CASING WATERMAIN • BORE- N-JACK 1' 20' HORIZONTAL I" a 5' VORTICAL AL FILE 1. 15 ' F '8' 'PV 25 -• PROPOSED .GRADE CLEANOUT # 4 - 25 "9(5- LE, • 22.50 • 310 (<F , .;-- -• .8 °6 EX.' ';'ELF. 1N CONC. ENCASEMENT EX. 123(x'' 0.0. OLYMPIC-PIPELINE APPROX. (0 LE 8' VC 0.1.0% RIM .• I.E. 5416.64 (6' IN) LE. • 18.47 (8' OUT 400 LF...8i... PVC .. !7aLF.8` PVC @0.5'/0 I.E. t_ . 20.86 15. 6E. ii- 1 4.48. (121 . ' . ' • • • . 1 • . . • CORE DRILL EX; MH 8• CONNECT NEW 8' PVC`111'l.E. • 14,81' (VERIFY) RECHANNEL M1i As. NECESSARY.:DPEN :CUT• it RESTORE STREET' • EX. SS MH R1F,k °••�4�;39 I.E. * )6.48 (12`), I.E. g I6.6 (QId N).. I,E. m 16.88 •(8°. 5) 1 APPROX, 20 LE EX. 8' SS STUB 0 ASSUMED 1.0% (SEE• SPECIAL- NOTE) .M1-1 #5 • TYPE. 1.48' I.E. n" 17:7(7" (IN) LE, = 17.60 (OUT) P.4)4 #8 • TYPE• (•48° RIM x :24.32 I. = 19.8Q (IN) I.E. 4 (9.70 .(OUT) Mj-1•_#4 -TYPE .1 -48" RIM • 24.50 I.E.' = 17.28 (IN) I.E.. = 141E (OUT) PROM SCALE.: 1'. _ :50:' HOR1Z. I" - .5' VERT. E MH # IT•...TYt''E1 -48` RECEIVED • KIM i _ 9 : ' : : : CITY OF TxJf:WILA LE.. A 2.0,78. (IN) .. I.E. • = 20.68•(OUT)- . . 199D: PPOVIDE• KNOCKOUT EAST'. • .. A0: Np.1` CHANNEL" PERMIT :.ENTER yrj t ':° -,;< 4.•� .SAY _ r _ %. pa r �y �, Fig .a. 1'1 11111111111'! !!Ill ll!'1'11j1JllllllllIJ1111' 11111i 11111111 1111111111111111111111 11111111I�.I 11; 11111111111111111.111 1! I` I11111111111111111111111I111111I1111111I11111111 �1i11111;1111111 0 16T1,61N,.. 2 :3 4 5 F� I 7 8 9 1(� 11 MADE : GFFAtrr 12 0 NOT':: If the micrcfilrned document is Tess clesr then this L notice, it is cue to the Quality CT the oripinel cocurnent. Off, hI.' Etc; L!e Y.• 96 9JIZ CZ e LG o : (l 81 Ll 91 Gl bl el Z( 11 01 6 9 I111IIIII) IIIIIIIIIIII1111111111111111111l1111111111111111111111111111 111111I1111111III1 111111! 11111ii1111111111111111i1111111l1111111111111111111111IU111111111111111111111111[ I111I11111111111111IIIII11111111i11111111111 ;111111 a., ,._ „.. .:......:.. . .. .. .. . ,. ... ' .. '.:.. �1,_... r:.L ,..�..P.. .. ..�._.. f.. t>.. .. r.....J`G1. .._./_.. .. ... .... •.2 .,...-b5 -: ,. ) c; t, t; Z L : 7.4 111111 i 111111111111111111 1111111111111111111 11111111111111111111111 1 • CONSTRUCT NEW 3T WIDE ROAD APPROACH TYPE DRIVEWAY ENTRANCE. RE- MOVE APPROX. 104 LF OF EXIST. CURB & REPLACE WI NEW DEPRESSED CURB & GUTTER TO PREVENT RIGHT OF WAY DRAINAGE FROM ENTERING SITE. TRANSITION ONSITE CURB & GUTTER INTO NEW RIW DE- PRESSED CURB & GUTTER IN A MANNER THAT KEEPS R/W DRAINAGE IN THE DE- PRESSED CURB & GUTTER FLOWING TO THE SOUTH. (TYP. BOTH SIDES OF THE DRIVEWAY) SET. PCR Q FACE OF CURB 30.00' WEST OF ANDOVER PARK WEST R/W . PROVIDE CONSTRUCTION JOINT 0 PCR FOR FUTURE WIDENING OF ANDOVER PARK WEST. 1 INST PLA STO p- w a. w 0 LL NEW THERM TIC CROSSWALK BARS • • 30' '/W N • EXIST. CB n R/W ZY � & -� AE) 2 1 . '0* WH E RAMP EXIST. 'SIGNAL POLE, 1 CONC. FDN. & JUNCTION BOX TO BE RELOCATED PER PLANS BY BELL - WALKER ENGINEERING INC. 1 9 . N 0 _WHEELCHAIR N RAMP NEW CB -• 84.74' BLDG. 'B' FF = 26.00 ' ' 1R INTERSECTION DET. N. ENTRANCE AT o 0 ANDOVER PARK WEST SCALE: 1" - 20' 60 LF 10 TEMPORARY TRANSITION TAPER EXIST. POWER VAULT TO REMAIN BLDG. ''B' C\) F.F. = 26.00 R.F. EXIST. PETROLEUM PIPELINE ' /SIGN W/ BLOWOFF TO BE RE- LOCATED BY OLYMPIC PIPE- LINE CO. 8' WID PAINT 1 55' 20' Z A\ • ij r 5 60 LF TEMP. IO'I TRANSITION TAPER V• 0.39% 14' 140' • 1 WHI TRIP NG DOUBL 4' WIDE • PAINT ST ES x t15' LONG NORMAL CROWN CENTERLINE A � `- REMOVE EXIST. PETROLEUM PIPELINE SIGN (WI OLYMPIC PIPELINE C0.) ` EXIST. STREET LIGHT SPECIAL NOTE' THE EXIST. GRADES ON STRANDER BLVD. ARE EXTREMELY FLAT. NEW CURB GRADES ARE BASICALLY SET BY 2.0% CROSS SLOPE FROM EXST. CURB FLOW LINE. HOWEVER, CONTRACTOR SHALL FIELD ADJUST NEW CURB ELEVATIONS AS NECESSARY TO PROVIDE A MINIMUM POSITIVE SLOPE OF 0.2% INCURB FLOW LINE TO CATCH BASINS. MINIMUM i. SPHALT PAVEMENT SLOPE IS 1.0%. • 5 INTERSECTION DETAIL AT ANDOVER PARK WEST and STRANDER BOULEVARD 1' 20' BLDG. 'A' F.F. = 26.00 INSTALL THERMOPLASTIC TURN ARROWS AS SHOWN PER WSDOT STDS. TREE WELL PER ARCHITEC PLAN WHEEL RAMP HEAVY DASHED LINE INDICATES BOUNDARY LINE BETWEEN LIMITS OF WORK TO BE COMPLETED BY CITY OF TUKWILA CONTRACTOR AND WORK BY DEVELOPER'S CONTRACTOR. CITY IS BASICALLY RESPONSIBLE FOR TRAFFIC SIGNAL WORK, CURB REMOVAL, STREET LIGHT REMOVAL, GRADING, NEW CURB, PAVEMENT & BASE & SIDE WALK LIMITS SHOWN. DEVELOPERS CONTRACTOR IS RESPONSIBLE FOR 4" PERF. DRAIN BEHIND CURB AND ALL REMAINING SITE WORK. CONTACT DEVELOPER AND /OR CITY OF TUKWILA FOR MORE SPECI- FIC DETAILS. HEEL CHAIR RAMP NEW 8" WIDE s: 85' LONG - WHITE PAINTED GORE STRIPE NOTE' REFER TO CITY OF TUKWILA PLANS BY BELL- WALKER ENGINEERS INC. FOR DESIGN OF TRAFFIC SIGNAL MODIFICATION & CHANNELIZAT1UN AT THIS INTERSECTION. • .• S 88'15'33' E O 14111:. IN( I 2 ,l 40' TARGET BLDG. F.F. = 26.00 oi MI NEW ASPHALT PAVING INDICATED BY.,SHADING 240 r 10'R. NEW CONC. WALK INDICATED BY DOT SHADING 0 r)1 ; 15' 70.40' •' • 10' R. S 8815'33" E NOT If the micrcfilmec: document is Tess clear then this notice, it is cue tc the cuslity er the cripir I document. O ff , f,.' F.tG G 9(. se fie £Z Zc lG (jG 6l 8L LL 91 91 t'L CL Z1. LL 01 IiIIII1111Ii!111111111I1!1! 1111111111!! !I11!111!IIIII111!IIII111!!1111 I111IIIIIII!IIIIIIIII11111!! 111! 111 !111111Ii1111II!1111!!1 1111111111l 1111111! II! I! I! II! 1!! !111!III1!I1II11111!!!1n!!1!11! • NEW 30' WIDE2 \__C CONC. DRIVEWAY CURB CUT/ -- PRON PER CITY OFTUKWILA STDS. DET. - - R -7 INTERSECTION DETAIL - SITE ENTRANCE AT STRANDER. BLVD. NEAR WEST PROPERTY LINE SCALE: 1"-20' - BUILDING OVERHANG NEW 8 "WIDE WHITE PAINED GORE STRIPE BLDG: 'C' F.F. = 26.00 INSTALL THERMOPLASTIC TURN ARROWS PER W.S.D.O.T. STDS. (TYP.) N 8.3'I5'33* W R.P. SPECIAL NOTE* THE EXIST. GRADES ON STRANDER BLVD. ARE EXTREMELY FLAT. NEW CURB GRADES. ARE BASICALLY SET BY 2.O% CROSS SLOPE FROM EXIST. CURB FLOW LINE. HOWEVER, CONTRACTOR SHALL FIELD ADJUST NEW CURB ELEVATIONS AS NECESSARY TO PROVIDE A MINIMUM POSITIVE SLOPE OF 0.2% IN CURB FLOW LINE TO CATCH BASINS. MINIMUM ASPHALT PAVEMENT SLOPE 1S 1.0 %. DEVELOPERS CON- + �? :: , ............ TRACTOR TO INSTALL NEW 12" SD PER SHT. C2 LEXIST. TURN ARROW LOCATION (TYP.) REFER TO CITY OF TUKWILA PLANS BY BELL - WALKER ENGINEERING INC. FOR NEW CHANNELIZATION DESIGN Iy _ STRANDER BLVD. ROAD SECTION (LOOKING EAST) SCALE: 1" 1l 6' 23 . 2' -__ -� 8 L. 9 ; t C Z L W YI 0 1111111111111111 111111!11111111111111 iiii II1111 11111111111111111111111 !1!11!1111 2 • � �����IIII IIIIIl IIli1111IIIlIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIII 111111111 (IIIII1111111111111IIIIII III !IIIIIi11IlIl11IlI!IIIIIIIIIII! 1 111 1 1111111 1 ILIA 4 5 6 7 8 9 10 11 MAGE,HGEPMA.17 12 EXIST. 24.9' PAVING (PER SURVEY) NEW II' LANE ! w z 0 n a w 0.5' 9' COMPT. -DEPTH CLASS 'B' ASPHALT (IN 3' : LIFT EXIST. PAVING REMOVE EXIST. CURB 8 GUTTER 14' \REMOVE EXIST. STREET LIGHT ILL 4 ." ., Wp o ....... .. EXIST. 30' RIW SAY/CUT EXIST. PAVING-" GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPEND- ING ON - SOIL CONDITIONS EXIST. UNDERGROUND STREET LIGHTING WIRING & CONDUIT --I (VERIFY DEPTH) EX. UNDERGROUND TELE- - --' PHONE (VERIFY DEPTH) EXIST. OLYMPIC PIPELINE CO. GAS MAIN (VERIFY DEPTH) • t :I {4�$::r e r r .•1` 1 • r j�k= Ar.�Yf� 1 • co 1 R.P. 0. ett'c' 135' • • � O 2.5' 2.52 0 •TRUC LA AS HOW NEW 5.9' R.O.W. DEDICATION 10' HEAVY DASH LINE INDICATES BOUNDARY LINE BETWEEN WORK 1'O BE COMPLETED BY CITY OF TUKWILA CONTRACTOR AND WORK BY DEVELOPER'S CONTRACTOR. CITY IS BASICALLY RESPONSIBLE FOR TRAFFIC SIGNAL WORK, CURB REMOVAL, STREET LIGHT RE- MOVAL, GRADING, NEW CURB, CATCH BASIN GRATE, PAVEMENT 8. BASE , AND SIDEWALK TO LIMITS SHOWN. DEVELOPER'S CONTRACTOR IS RESPONSIBLE FOR 4' PERF. DRAIN BEHIND CURB AND ALL REMAIN ING SITE WORK. CONTACT DEVELOPER AND /OR CITY OF TUKWILA FOR MORE SPECIFIC DETAILS. .. NEW 8'+ WIDE WHITE PAINT. STRIPE 0.40% STRANDER BOULEVARD y fl 5 ' CURB LOCATION ON SOUTHCENTER MALL PROPERTY PER SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. INTERSECTION DETAIL - SITE ENTRANCE AT STRANDER BOULEVARD . r x+ 20' NEW 9.1' CURB 'EDESTRIAN & iTILITIES ES'MT. 3.6' NEW 5' !PLANTS WALK STRIP fs muoinnuasl000lut -7. (-- FILL I ' - NEW 4" PERF. P AZSTIC (ADS OR PVC) C4 S v 0.2% (MIN.) TO STORM SYSTEM. BACKFILL TO SURFACE WITH 3 /4' WASHED ROCK - 3' COMPT. DEPTH CRUSHED ROCK PROPOSED STORM DRAINAGE WITH CATCH BASINS (SEE SHT. C -2) 5 88115'33" E r r I / e 2.0% 11 DEVELOPER'S CONTRACTOR TO INSTALL CB #14 AM) 12' SU PIPE PER SHEET C2 AND SET .TEMP: STEEL PLATE OVER C.S.. CITY ° CONTRACTOR - TO PROVIDE AND INSTALL THRU CURB INLET GRATE_ ., • 1+4PS ER con a AND R -� 4'1'YPtC T WH ELCH !R IRk TDS. ETA S R - NEW 8' WIDE " 80 LONG WHITE PAINTED GORE STRIPE 4_ THK. CEMENT CONC. WALK PROPOSED GRADE NEW. UNDERGROUND POWER BY PUGET POWER EXIST. GRADE • RECEIVED CITY OF TUKWILA JAN 2 4 1990 PERMIT CENTER A 2 2 4 -- r nl \e. NOTIE+ REFER TO CITY OF TUKWILA PLANS BY BELL - WALKER ENGINEERS INC. FOR . )ESIGN OF TRAFFIC SM. MODIFICATION & CHANNELIZATION AT THIS INTERSECTION. mo w - • •• - , • 4 d % ter, • • e • w z 0 in 4 f) I-- z )- O 0 V W 4 a z 0 - tc za H p W w © '/ ID > W D w O co da ° :E 4 en a_ � 44 X cc a: a ca ar rn CO co II) • c p ` , t` AI F � 7 co T i p , N. rh LO 1- 1 • • 0 ro s :� •. 1 i -0 c 0 a IC to 0 x 4 a ta • toto oswl O 0 1 E v boo Cr • WOO 0 0 CO CD 1,0 /A c u0 eta iv up CO 51 z Oa >5E 0 La s z ,Ag 0„ 01) w M e�1 zi; w Li . v c a u 0 0 • Uom ..s!�d:: %,... ,, /t.. -.r .._.t, ,, i ��.m �i��. �• fJ"` YHricv ?�t.''4r�!rr'IF-`f�i:��?�ti ?�£ z 4 u tit tsm N I sow N v ` c C3 1661 13 • W ri C P4-610 la MI less 9 dim sass en to Raul 0) - 4 °.1 1 0 - 2 t rr s M • c 1 • • Y {t • • t. • • hires sTOR,\l d , \DI! R t r.oIr N !c A(la 01 ,.NOttAl, NOES: • and lilad(i; h• h ip acitirrg:tru i(th 11m* c aSlnu L old S! 't'tit ices t'ii ns Tot Road, (lttdj,'ea And \1ltltlt'1 Sill . tlfurl�tlfl; \\'a }h01 ion Slate l).'•a1; 1011 ul htalts t,,o:►tnitl alnd. I A e\tllcitt'an Pubhe Work Asst) ihtitin, 11•,uhingtun State Chapter, INNS edition. 'Iitgethcr wtll► the latest edition of ilcCity of Tukwila lingineering Standards. Alt approved, airy of these plans into! bt tin silt whenever con:loutuon is n► progress. 1. Il.shall be the sole responslhililyof the tnntractbr to :obtain street use and any other relate) pchnii prior to any cnnitructitrn activity in City rrght•tsf•w•ay. 1 Prior to any trtnstntcltuR acuitty :flit; City of Tukwila Engineering 1)cpartmcnt (4 33.1N50) must het 'm w wd tut a prcconitructIun electing. All locations of existing Wdities Shhan hcrcon itavi been established by nail survey or obtained from avaiLhlc reotol) and should therefore he considered : pprenimat. only and not necessarily Complete. It is the sole, responsibility ,l( the contactor to independently verify the accuracy of all utility y Itxniunv town, . . nil to lurlheTr discover and avoid any other utilities not sloven hereon which may be ;i rested by the implementation of this plan. 11te contractor shall contact the 'outlaws underground Iot'alion acn•ice (I -800-424•55531 pi rot to construction. The owner or his representative .halt he immediately ittntac:ed if a utility conflict costs, Catch Basin . Type I • per WSDOT+AP\VA Standard Plan 11.1 in Associated Said and Gravel CB. 15. or equal. ". :oth Basin • Typc 11 . per \VSDOTbAP11',\ Standard Plan 6 -le (•tS" 11). Or 54" 1 E. as dcstd;n:ued) or Associated Sand and Gravel CB.19. or equal. Unit covers as designated are \VSD017AP\VA Standard. (per Standard Plan (3.121. '1 All Type (I catch basins shall have Ladders or s ;fcty steps per \i'SI)OTIAP\V,\ Standard Plan 11 -12. 10. All catch basin frames and grates shall be ductile iron per WSDO'h'AP\VA Standard flan B -2.i I I. All catch basin grates shall he depressed 0.111 feet bkpt..- pasenlent:curlt Icvcl. 12. All oils :tier scparit;:r CB grates shall be of the mound Nub(' lotkutg i)pe, 11. All swum Main•u'e alncesance pike shall he one to the (oIlooing as dr•lenaied a. 1(ihcal outmoded aturnlilhlit [fit asphalt trc.o, J si( . 11. nitnimutu If' Ills•. %!town 2 t' v I.!' onrugJuun, with watertight connecting; hinds. „1 h. Concrete. per P`S,'r.\t. C.14, Class 1I. n snreinfitrte•d hell and spigot (with hell flush with C.B. sod' of used), with rubber gaskets . c. P.V.C. etinfiiyging u1 A.S.'f• \t. D -3l3J • SDR > 41. Piper may he ant of the aNne'unsoiled: 'I) Pipe joints must be of the same material.. and 21 Where a pipe material is owe:fically shown tin die plan. Mal utatcnal must be used. e. Minimum Pipe cover shall he 2 0 feet. f. . Smooth wall Spiral rib aluminum (ur asphalt-uc :seed steel) pipe, tb gauge. vt:3d' x 3'4' ribs at 7 la. n.c. g. ADS type N -12 high•Jensity polyethylene corrugated pipe with an integrally formed smooth interior w the requirements of A.A.S.f 1. r.0. ad- 294. 14. All pipe budding shall cnnt.'rm to WSDOTIAPWA Section 9.30.7(1)6 for aluminum and P.V.C. pipe. and Section •).1).7(I)A r•ir concrete pipe. All trench hackfitg shall he compacted to 92% minimum dry density per A.S.1'.,I. D- I557•7O. 15. All pipe shall be !aid on a property prepared foundation according to Washington State Specification 7.0:.3(1). This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that entire length of the pipe ■all he supported on a uronurntty dense unyielding Ouse - 1( ih.. native material in the rvntom of the trench meets the requirements for 'Gravel Backfill 1••r Pipe Bedding,' the first left id pipe bedding may he omitted, provided the material in the Mtuom the trench is loosened, regraded. a Compacted to form a dense unyielding base. 16. All building roof drain downspnuls and footing drains .hall he directly connected 10 the main storm drainage conveyance system through an underground pipe system. Roof drains and footing drains %h :dl be separate systems and shall be construeled of 6" (or $- diameter where %1o% n) P.V.C. (rigid, nonperfurated for roof drains. perforated for footing drains.) Sufficient vie:mows and bend% shall be installed so that the sy,tem can be easily rnaint:uned. The system shown hereon is schematic only. The urainagcigradinps contractor Or landscaper may alter the l 1VOut as required to better drain the site. Tlic contractor shall keep a dimensional record of the In ation of all pipes and clear'.nuts and submit stone to the City, Engineer. owner upon completion of the souk. 17. All roof and footing drains shadl he locoed in the field .veld adjusted as necessary Io avoid impacting the existing; teas denoted on the guiding plan to bi s:ned. Drain Imes .Inad,1.1.e 'mated outside the dripline of trees to be saved wherever possible. fS. Ile storm drainage system shall he constructed accttrduig to the approved' plans which are on file in the Engineering Department. Any deviation from the approved plans will require written approval Trim the proper agency. • 19. Structures hall not be permitted within 10 fret of the Spring line of any storm drain pipe. 2t). Construction uI dta:ucring (groundwater) system. i( requited. shall he in auolJanti: with the ,\ P.W.A. Standard Specifications. Section 61.1.112, 1911 %Anion 21. Pliur to occupancy, the permanent storm drainage system must he cleaned out by pumping. 1pu not pump or dispose into i II) tither sirolm, %meet sewer. or %aril: :ry sinter systern.l 22. Rip rap rock for erosion protection shall he of sound quarry rock placed to a minimum depth of one (1)• frxu. Rock ag�t rcgate to he as follows: "'_ 2.1. 112' - 2' - 10'X, - •t(iC. - 4'- 20 %•41) ^.i 4' • 5' . 40% 70^lr Testing of all storm sewer pipe will he at the option of the City of Tukwila. 24. When plain aluminum pipe or pipe arch is used where it will he in co.uact wuh concrete or • concrete pipe. all aluminum suffices in contact with the concrete or concrete pipe shalt l'c painted `with two coats of paint Iii aluminum pipe to he painted shall be cleaned with invent 10 remove contaminants.' After cleaning, the pipe shall he p;unled with It roar% of Daunt conforming to Federal Spcciliruiun If -P -645 (Primer. Paint. Zinc Chromate. Alkyd Vethfcle.) s (iRAI))NQ (;ENL'RAL NO'i'1?S: ▪ • All work and nratcnals shalt he tit atcltrd:u ce with the •S6utdwd Spc4.10..nuuls iii Road. Budge, and Municipal ('itnStruction.' \V %hiugion State: Department 01 'franspt'tIatttin and : \meocan Public \\'arks Association, Washington State Chapter. 1'),$S edition: Together with the latest cduinn td rite City of Tukwila Engineering, Standards. An approved copy of these plans must he an site shcnever construction is in progress. 11 shall 14e 'he sole responsibility of the ertntrattur to obtain street use and any tither related permits prior to any construction activity in City tight.of.way. 4. Prier to any ontsuucuan aelirity, the City of Tukwila Engineering 1)eparinlent (4.11.18511) I1)61 he comacted for a 'reconstruction erecting. S. All locations of existing utilities shown hereon have been established by field %ones' or obtained from tiv••ilahlc records and should therefore he considered :ippruxintate only and not necessarily complete. 11 Is tlic sole responsibility of the Contractor to Mdeprndctoo verify the Jtct'urat) of all mthly I1K :1tiuns shown, and to further discover and avoid =m• Other utilities not shown hereon which may affected by the implementation of this plan. 11te contractor shall contact the utilities underground location service (14+00. 124.5555) prior 10 construction. The owner ut his representative shalt he immediately contacted of a utility, conflict exists. b. The temporary etostuniSt:uinterttcuiun control facilities shall he constructed prior to any grading; or extensive land clearing in accordance with the approved Temporary Erosion Salim Control plans. 'These facilities must he satisfactorily maintained until construction and landscaping is completed and the potential for on•site erasion has passed. . All earthwork under posing to he used by vehicular traffic shall be compacted to minimum 3'; dry optimum density per A.S.T.M. D. 1557.70 (modified Proctor) : •c. Unless otherwise tinted. all elevations shown In paned areas on the plans ;ra: cup of paving. Immediately following' finish grading, any disturbed areas not specified for permanent landscaping shall be seeded and stabilized with permanent ',eget:Mon, cunsuting of rapid, persistent. and legume grasses (minimum RON per acre). This is to include: 2.111. annual. perennial. or hybrid rye grass 4t1'; steeping: red fescue 40'. White clover fhc %at walk ruguotcni ni shall 1 t .00slnJSied actnrdtnt: to the .ippi, ..,1 i•!. ii% wli tit .ii. • n file in 1Iit Engineering 1)eparimcnt. Any desianun twit the appii id plaits wilt require approval from the proper agency. The i:uctrsctor shall keep parking In and street clean at all times by sweeping. flashing in any tra:cled surface will not he allowed. 12. All patktng; and drivwi :ly areas to have 'lionise drainage 10 collctooncunseyance -.sot tils or overland sheet dram •tiros at one percent minimum slope; plan details .hell not suet nede this retpitt •meet. 13. Open -cut road crossings for utility !tenches tits existing traveled roadways shall be h.ickldlcd iu accordance with ('Hy of Tukwila. lVSI)O17AP\V,\ SI :uul :tit) flan 6- 11..tnd nuihanrcalh compacted. Cuts into the existing asphalt shall he neat .line cut with saw in a cuntu:uon. liui. A icitiporary roll lit patch must be plated immediately after ht.k1i6 and itimpattt,in A (:crmanenl lift ink patch shall he placed wuhnt lug d :i)1 anti %11.111 he the itui.knc%% of the original asphalt or three (1) inches. whichever is greater. 14. Extruded cement concrete curbs around a%ph:dt edges shall be constructed per detail. i5. All earthwork shall be done in accordance with the 'Report of Geolechnicnl Engineering Services', dale October 6, 1988, prepared by Geo Engineers, Inc. along will the Soils Ecgineer's field directions and supplemental soils reports. ()UAW JOINTS EX WINO ORCVMAY EXPANSION JOINT T NOTES: 1. 18• OR 24' .i 10' EXHW19061 JOINT 2•r. SECTION A -A yl%/Mi/ /r EXSTPJG CRNEw4Y -1 PLANTiNG STRIP TOP OF Cure AT ()RIV'EWAyS S h. 6' bl 18. OR 24' MATCH EXISTING CONCRETE SHALL BE A 5 SACK MIX IITH 5`g' AIR ENTRAINMENT. Z. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST GIVEN TO TUKWILA PUBLTW RICS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15'. A 3/8' MINIMUM EXPANSION JOINT SHALL BE- PLACED LONGITUDINALLY ALONG THE CENTERLINE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA /WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. BE COMMERCIAL DRIVEWAY CURB CUT / APRON (CITY OF TUKWIiLA STD. DETAIL #R7) .). T.S. I'-0" MIN. FREEEBOAR EXISTING GRADE 0' -6' MAX. WATER ' DEPTH FOR .2 YR. /24 HR. STORM _ 1 \-. -- ___ - - •_ _ -100% PERENNIAL RYE SOD .SECTION B -B TYPICAL GRASS LINED SWALE SCALE I °R2' tot a 3 l �I- EXISTING & PROPOSED GRADE WOODEN PEGS -- PROPOSED GRASS -LINED SWALE TO BE LINED WITH 100% PERENNIAL RYE SOD. MIN. 10 LENGTH SOD STRIPS TO BE LAIN PERPENDICULAR TO SWALE WITH MIDPOINT OF STRIP COINCIDING WITH MIDPOINT OF SWALE BOTTOM. ENDS OF SOD STRIPS TO BE SECURED TO SWALE SIDES WITH WOODEN PEGS. 4 1 -R TYPICAL SECTION sT& .z e - (Wtot I @OITA 3r8' t � p Tip • StJtr • !Y4" JOINT MartelM,/ / / / / / / / /iii / / /•r // �! ear cf aunt* SW 4Gf 4• tri 1 t r ,sns' I JOINT :IXTAILS GENERAL NOTES I. Steel tie bars such as shown on standard drawing for cement concrete curb type "A ", shall be used only wnere shown to the special provisions. Where called for, tie bars shall be incidental to cost of cement concrete curb and gutter. 2. Forms Shall be true to line and grade and securely staked. 3. The 1" radius on upper face of curb may be formed by edger or built into face form. 1' radius on lower face of curb will be formed by the face form. 4. Thru joints shall be placed at 10' min. to 15' max. intervals and at points of tangent, driveway returns, and each std. of curb inlets and curb manholes. 5. All joints shall be clean, and in the nutter section they shall be edged. All costs shall be incidental to coat of the contract. 6. Dummy joints are not required. 7. Forms shall be steel. 8. Material shall meet requirements of the specifications. 9. Concrete shall be cement concrete class 5(1/2) or 5(3/6). 10. Proced''res for further requirement• s for forms., fora setting, placing, finishing and curing shall be as outlined in the Standard Specifications. CEMENT CONC. CURB & GUTTER TYPE "A" NTS Dorn. or 'T,a0t •S•1 ,OINT T t -Epoxy Resin Type I I NOTES FOR EXTRUDED REINFORCED CONC. CURB• 1. ADHERE CURB TO SURFACE WITH AN APPROVED ADHESIVE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 2. IN ALL STRAIGHT SECTIONS A *4 DEFORMED BAR IS CAST LONGITUDINALLY IN PLACE. BEND BAR TO FIT IN CURVER SECTIONS. 3. CONC. SHALL BE IN ACCORDANCE WITH CITY SUPPLEMENT STD. SPECIFICATIONS. 4. CURBS PLACED ON A RADIUS SHALL BE JOINTED AT THE BEGINNING & END OF CURVES. CURB DEFLECTIONS SHALL BE BOLSTERED WITH CONC. AS DIRECTED BY THE ENGINEER. 5. PROVIDE IlieYs WEEP HOLES 0 3 FOOT ON CENTER SPACING. to 31.0' DRIVE EL ' 26.00 PRECAST CONC._ WHEELSTOP (j-- 2' ASPHALTS IES 1.01M N' 4' CRUSHED ROCK PER PAVING SECTION CEMENT CONC. STRUCTURAL DESIGN OF REINFORCING BARS BY OTHERS STRUCTURAL FILL EXISTING 6' HIGH GABION WALL 6' 6' ca ro r3. 1•• -STEEL PIPE HANDRAIL PER DETAIL 19 ON ARCHITECT PLAN SHEET A -IO VARIES 4' CONC. • 25' SETBACK LINE EXISTING TOP OF WALL ' 25.5 GABION WALL WITH STEEL PIPE HANDRAIL FRAME AtoD LADDER OR ST P5 - 13IFSET7SEE PLAN SN1 , 2 LOCATED BETWEEN BUILDING 'A' AND TARGET (LOOKING EAST) EXTRUDED REINFORCED CONCRETE CURB NTS 3' MIN CO•iPACTED DEPTtf CL.'B' ASPHALT CONC PAVEMENT 6" Mu) COt•PX;TED DEPTH CRUSHED SURFACING (5/6•' MINUS) ''Ct.IPA"TE+D STRUCTURAL FILL SSUBGNADE MEETING SOILS ENGINEERS APPHOVaL WITH DENSITY TEST. ,-25' SETBACK LINE VARIES 6' 6' STEEL PIPE HANDRAIL PER DETAIL 19 ON ARCHITECT -�� PLAN SHEET A -10 bi ste 4' 10' PLANTER \Yr;.\ 1, EXTRUDED CONC. CURB • \\ J L L_ A.C. PAVING S. ll BASE STRUCTURAL DESIGN •F HANDRAIL FOUNDA- TION BY OTHERS I` `-EXISTING FILL EXISTING 6'-I0' HIGH GABION WALL OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION PIPE SUPPORTS 3• .090 GAGE BOLTED OR ;Mi3EODEO 2' IN WALL A f MAXIMUM 3' SPACING. MINIMUM ONE SUPPORT. CB #I OVERFLOW • 19.30 CB *18 OVERFLOW • 20.50 1 INVERT ELEV. CB' #I EL. ■ 15.41 (301 CB #18 EL. • 17.68 (18'1 .RESTRICTOR PLATE CB *1 OPEN CB *18 OPEN GABION WALL WITH STEEL PIPE HANDRAIL LOCATED BETWEEN BUILDING 'A' AND BURGER KING (LOOKING NSW.) HEAVEY DUTY (TRUCK) ASPHALT PAVING SECTION (SEE SHT. C -1 FOR LOCATION) „- fly, S 1,��'..•s4 2 \ �-- 2' M•t:N CCA1iOCTED DEPTH CL .8. ASPHALT CONC P.1dEhtENT \ 4 MIN ' COMR-1 TED DEPTH CRUSHED 9iRFAC�r..G (5/6" miNuS `e_ COMPACTED ST?UCTURAt. FiLL SUaGRADE i•,EETe;G SOIL? LNGIM RS APPROVAL WITH JENS' i Y TES i . S TANDARD (CAR) ASPHALT PAVING SECTION (SEE SHT. C-1 FOR LOCATION) TYPICAL PAVING DETAILS CAS' ;RON RING AND COVER SET FLUSH 'NM-. FINISHED GRADE ROOF DRAIN PIPE TO STORM SYSTEM--,-, 1 ' NTS BUiLDWG CLEANOUT TO SURFACE SAME 0 AS DRAIN PIPE CONTINUED PER BUILDING PLANS TEMPORARY CAP 45' WYE AND 45' ELBOW SAME DIAME T Fab AS DRAIN PIPE STORM CLEANOUT DETAIL PLANT1 NC.. / STRIP .4 it I Ir '/e'xt• DUMMY JOIF:TS SIDEWALK !•tOTE SET To Grt.ACIG AND CONSTeuer ROAD AND GUTTER. TO 13E FLUSH WrTia F2A,snr. �' _'-• rgr , fir r•- tF' �, ..•,d -'S �l i' 51,47 ,t • - •liosos,6.* ••• ( 5ECTIOi`' A -A I' -0' MIN. RIM " I. ,/ STD. LOCKING GRATE gm Q kraris ..OUTLET PIPE w am ca #18 RIM " 23.00 WI ROUND SOLD COVER MARKED-DRAM'---- WITH LOCKING BOLTS. STANDARD GALVANr1E0 i L LADDERISTE-PS- CLEANOUT GATE' TAR GA rE INLET PIPE • 4 J_ 3t lid 0 1- U 0 i•- .J 4 1-' 0 CC Q Q Q CC CC Cr CC • a CC 0 oo M NOTES' L P'PE S(ZES a SLOPES, SEE PLANS. 2. OU _ E- CAPACITY NOT LESS THAN CCAPS/ED FILETS. 3. vETA!- PARTS' A. C'...0.-riOS1ON RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE Ii. B. F SALVAMZED STEEL PIPE, HAVE ASPHALT TREATMENT I. 4, FRAmE L LADDER OR STEPS OFF- SET SO. A. CLEANOUT GATE IS VISIBLE FRCU,~ TOP. - 8. CL53O0WN SPACE IS CLEAR OF RISER Il CLEANOUT GATE. C. FRAI.E IS CLEAR OF CURB. INVERT ELEV. C8 01 EL. • 15.41 (301 CB # 18 EL. • 17.68 ((8'1 CB #1 & CB #18 TYPE II -72(1 W /C';i WATER SEPARATOR /4" 1t i" DUMMY JO1041 S . • .. t a. s‘�11••••sss. SECT ION I?s - THROUGH-CURB INLET FRAME & GRATE WITH VERT. CURB INSTALLATION NTS • 111111 11 III1 11�! 11I1111111I1111111I11111111111I11111111111iiIIIIIIII I1III! III! 111111111 111IIII'I1I1I111I'I'III!IIII!I 111111111111 IIIIIIIII111IIIIII` It1 I1II I1I 'I111I1III1I11IIIl111I1IIlll11 6 7 8 9 1(1 11 NiApE1n6FRMAN'J 12 4 1i. T11S 1N( .. o : tic• Ito' Le. (.3 2 '3 4 J NOT If the micrcfilmed docurnent is Tess clear than this notice, it is due to the quality cr the crioinr l c'ocurnent. �-- Ge. tiZ ce ee tc• tie tat 8l Li 9t ;i hl C.1 ZI H. 01 6 111111111 ►6111111I11111111!I1111,11 111!! I! Illill!1!IIIlIIIII!1i11111 11111►! 11Ii! III�IIII11111111 !IIIIIIIIIIillllllll11! II! Illilllfll !i11liI11111I11!IIIIIfil lII111I1111I1111Illlli1111 L 9 ; t/ ti Z L wvo U 11111 1111i! IIIIIII! II11l11111I111111 !11111111111!i1!Il1!I II!!11IIIIII!Ii111lI IIIII111i11� r. a a NTS • 1 --r V18" SD V" N /11 90' PLAN VIE CB #18 TYPE -11 72' I' = 2' i 1 u PLAN VIEW CB #1 TYPE !! -7 I' 2' RECEIVED CITY OF TUKWILA JAN 2 4 1990 PERMIT CENTER es- P , \\ r1 167' UNIT P TOP SL. W? "24' -20' SCUA. =c OPENING FOR :F..i. -= i - ............_�.' 1 t Ct M s 5 e e co - ` 't • e • 1t 1, 'a r • el f76 as S'''.`wM P ?;1 4 is z •• m •- 0 Horfzontat z 0 � z Designed_ FLA m c co W Jtr U Date 3-6-89 a VOR lkom 41) -1020w WM ggC 64/A C 0 z 0 s� M • (D 1g east • 0 e ed 2 5 .(• A ores ..2 c u: r. ,r:. 251 -6222 q,''._.•1.';s srY rr�; pLe. 3. ;' c :,.N :or; • •1 r .R WATER NOTES AND DETAILS 1. •A!! walk 4nd malcIials sleili ht; in a:;%)Ii •ntcc Huh the 'Standard ' • S1 Muhr;tu n s for R o asdn. 'Wings:, 1 t \u a u a I t nslr u tine ' Washington SI at � Department m a ! ! 1'111` ) urtat t n Unent In Works. &Suck:Kinn, Vrshinbttn J Slate Chnpier. 1'iS.v edition. Together with - the latest cdd11Ut of the City 1)1 tot :vnla Engineering Standards. 2. An iyquuted copy of these plans mutt t' in site whencverconsruttioa is in nrogre,r 3. It shall he Ole tesponsibilily of the contractor to Obtain street u•u and any other related patio% psitir'Iti :uw construction activity inl.Cily right.uf way. 4: Pilot to any tInlltuLtitln activity, the City of Tukwila Engtnccting Peparlmcrtt (433•I'51)) must he emitacted Iur :1 prd:)n%truction meeting. 5. All locations n 1 existing utilities shoWri hereon ha t been established 1 \ field survey obtained I n d tiom'av:tihi •lc retort's and should therefore be ct,nsidcred :Ipprutitn:rIt only acid not necessarily annplete. It is the sole responsibility of the contractor to independently verify the accuracy or all utility h 4. tIIofs shown, and to further discover and avoid any other utilities no shown hereon' which reap b. alfectt:d.by Use implementation of this plan. The cunts:mur shall ctlnt:lu the ultbtiea underground location service (1.500.424.5555) prior to construction. i:.r )wncr'OS his iepresenlative shall he immediately contacted if a utility conflict exit's. n. The wilier main d1.Iribulion system 'shall be .onslrueted atcordlrig to the approved plans which are On file in the City of Tukwila Engineering Department. Any deft :soon from the approtcd plans will require "ritten approval from the proper agcnty. 7. Connections to existing facilities shall be scaled off until cnnsttucti4in is completed. Nit connections will he allowed until the new w;rtcr mains hate passed all pressure and purity tats. 9. 11). r 11. Contractor to pn)tide plus andior temporary blow -off assemblies for testing and purity acceptance prior to final tie in. 12, Firs; Hydrants: A. All fire htdrants shall t:onform to the City of Tukwila Standard Plan Ni. s 1V -3. \V --7, \V.5, and W. n. Water Main Pipe, Bedding, and Trench Compaction: A. All water main pipe to he ta:ntvnilint:d. Class 52 ductile iron, confornliilg to A N.S.I seecifuatinns A -21.51 (A.W.W.A. C151.76). or latest toision. Cement molar lining and seal crating shall ainform to AN.S.I. A- :1.4.74 (A.W.W.A (°104.74), or latest revision. R. Pipe joints to he nushcd•i,n. mechanical or flange joints. C. All w:rrr main pipe finings in he cement Iincd. Class 250 ea.' true, c•onformine I" A.N.S I. A- 21.II1 and A4/21.I I-7'. or latest rt:tisn)n D. All water main pipe bedding to tea A.I'.W.A Class C. E. A11 waiter plain cement concrete thrust blocks to conform to standard details shown on the plans. F. All water main ircnCh hacklill shall be computed to minimum 92(7 dry opiinium density per'A.ST.M. D•1557 -711 (moxlifted Proetur) prior to resting water mains for acceptance. All wader plain n 11? and smaller to maintain a nunimum ewer at 34 inches below finished r pipe grade. Whets: utility conflicts occur, water mains arc to he lowered to clear. All a'nicr mains shall be pressure tested and disinfected in accordance woh the specifications of . and •ran ' .. t I Ct uE'rukwtla St.unl.rJ All u1. e 1 ) •hi t ti'Ja Jlcalth Dc ,:uuncm and i v I the 1,uhu (, t p pressure ta:.Iini; shall he dune in *he presence of. and under the Mipenision of, the City Engineer and /or hts reprt.'sentativc. 13. All fire hydrant pores shall face perpendicular to curb and toward driveway as shown on the plans. 13. Osmotic Water Services: A All domestic water service lines to be type 'K' copper, standard galvanizes'. steel pile • .. -•I it • 'N'lla Siandard w1 Tukwila ur PVC pipe. Service connections shall he in accordance with Ciiy Plan Nn. 202 or No. 203 (douhlc straps and cnrporatinn stops). B. Meter boxes to be installed by the ci.mtraci r. C. Meters to be installed hy the City of Tukwila. 14. Buildings shall nut he permitted within 10 feet of the Spring line of any water main. 15. All water rains not in public right.of•way require Itl brut wide easements to the City of Tukwila. ltL All fittings shall be cast iron or ductile. with flanged or mach :,mtal joint connection. and tie the same thickness class as the pipe used. 17. Lite taps to he coordinated with City at (cast 4S hours prior to construction. IN. All pipe lilting% to he listed and labeled U.S. for (ire tartan; installed. tested and flushed as ;1,reci11Cd by NhP,\ Standards h'o. 13 and No. 21. Propi:lly completed contractor's material and team ccn111tale'5 WC to he provided u) Washington Surveying and Rating Bureau and the City of Tukwila. . airtear • STEEL CASING---1 3/4' STEEL. BANDS It �• ,PAVESIENT CASING SEAL • 1/2' CLEARANCE BETWEEN STEEL CASINO. A END SELL Of 9•1. PIPE a NOTES: fl~ • 00• SECTION STEEL CASING • D.t. stare STEEL BANOS 11000 SKIDS D.I. PIPE Inv REVEL LEADING EDOES - --w000 SKIDS weT `IRE HYC'RANT TO BE PAINTED WITH NO COATS OF "RUSTOLELM' •659 YELLChr GLOSS. HYDRANTS TO 8E 'iUELLER aA -24015 OR _4 1••K:ELL R a R E 1 9 O EQUAL. HYCLMITS TO CONFORM i0,a,.r.d.a snECIFIt.ATIONS C 502 -S4; SHALL BE CCXHPRESSION »TYPE AND SHALL HAVE 2 -PIECE 9REAK- ItMG FLANGE 4ITH BREAKING THI 81.E AT THE GROUND LINE OF STEM. HYDRANTS w \\' /�. ?ROY IDE THRUST BLOCK- ' Bury SHALL CONFORM TO CITY ORDNANCE •729. PURER TO FACE STREET OR AS OIRECTED BY FIRE DEPARTMENT. "TOR-ANT SHALL HAVE A SELF - OILING DRY BOrrrET TM FACTORY FILLED RESERVOIR, HOL01% APPROX. 18" 3 OUNCES OF OIL. OIL RESERVOIR SHALL HAVE ■x)r LESS TIy1N " " RING SEALS. THE UPPER STEM Tk0 0 SPWLL 'AVE A ORASS SLEEVE, Hydrant \ �.. \h W' �. MtNIMU.1 3' AND r! '4 "Axts^:4 10' tNi41111W e a - l 1. a ;42, • -, YO. COURSE GRAVEL OR CRUSHE ROCK (3" 10 sts'1 !lain A. HYDRANTS SHALL BE EQUIPPED WITH rwo 24" N.S.T. HOSE PORTS AND ONE 'e "' N.S.'. PUMPER DISCHARGE PORT AND SHALL HAVE A try" PENTAGON OPEN -LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5%4" MAIN VALVE OPENING; !.-ALL BE DESiGNED FOR A 42" BLRY AND SHALL HAVE 18" ABOVE GRADE LEVEL TO Pt)•1_ ER DISCHARGE PORT. 3. C. D. F. H. 70 BE U.L. APPROVED AND HAVE A 2" OPERATING NUT. 18" TOP SECTION CAST IRON VALVE BOX WITH SLIDING EXTENSION CRiO't WITA8S). 1 - CAST IRON TEE - M.J, X M.J. X F.L. 2 -3 /4' COATED STEEL SHACKLE ROO5. 'C CY - 1:3:6: CONC: MiX POUR IN PLACE TO BLOCK MAINTAIN CLEARANCE FOR BOLTS. i1vORANT INSTALLATIONS TO BE PER THiS STANDARD PLAN AND REQUIREMENTS OiF TUKWILA MUNICIPAL COOS 14.2•. AND CITY ORDINANCE '729• .FIRE HYDRANT ASSEMBLY (CITY OF TUKWILA STD. D. DETAIL # W -3) NTS Concrete - Thrust Bleak Cast iron TaOPln9 Tts • site on Site To • Provide 0 ring seal Per T.M.C. NOTE: FOR TAPS ON CEMENT L :NEO. ASBESTOS CEMENT. 'iST IRON OR SIZE CN SIZE JP TO AND INCLUDING 12" 1.0. s. ASSHMBLY TO OE PRE•TESTED. WATERMAIN TAPPING TEE (CITY OF TUKWILA STD. DETAIL # W - 7) NTS CS'• d'ti Mu . EATS ,tit( IPJ 1 •ai : • 1.4' fAACYLE •CD4 .JA Tr OI ._ .P.. :T ^_• 4E4.: PIPE ( ,xs• •tXA:• f Casio Size of casing shall be as shown on the Contract Drawings. However, the CONTRACTOR shall be responsi- ble for selecting the thickness consistent with his operation to ocblove distance required based on soil conditions, Casing Seal Minimum 3/16" thick, sheet type synthetic rubber with stainless steel bands, or wood sheeting and timbers with approval of the ENGINEER. Wood Skids. • Provide cedar kid with beveled edges for all pipe in steel casing. Casing s5lassrs. es Moaulactor•ed by Cascade Mantacturing, may by Eubslttudad tor wood Hood skid sizes will be ea shown on the Drawings. Bold akida in place by notching skid and !securing to pipe with 3/4 inch ,meal bands. ' skids BORE - N rs JACK DETAIL NTS rt•(S ••e1 Ae7 ■••.:W 1:11S s -A1. ■••• 41•• :47 :r' •.,K ;IN 'ur •s a SN:. 11 :1•Et•i•(0 I• '•t J111t 7(4' YA•'•• •• of :t:•1:7E )• J':t1•• txsl4el 71 •4t•'( •aJr(e1• 11 '1' : :IPAM =[ SKALI It ••er : :E+ .(N,SncC a•u•D 4L is .I•:S 'C •S::i 71 +/Jaye I .401 d .. ; S I• •�.- :.__.__ 1:4ALLI 77111.1 71:• .•i•! S ' S ••'711: N: 5741, J111 .7•L •y •.•A T Sri7✓• Gf:t rt :11 :r 417,J14te •4 •s :::n .:•■• •lac• 10,,'rtt • •i•7. •: i(t• 1 54,1 f. 1 rt. "Mt aqp :,•.lttat rkvt 1 -1 11 Ili 1 1 :1- •••-.. „.... )N• S•st4: 1y0$ :(G•tA) j •' ut _ps;il(4T :not, SMALL •4AYE ea 1 ta' SfEL " a ]' TEE. ...r;ED :QM 'PIPE ,t.. i f :s, 756)). or must.. $ao. It 4 / ;.• 4• (LaK.I: a1H Ll M.( 4' •101 V •ITN IT L'JS• r• 10 C•T.t(t•:DAS 1.4 444' 4101( 44.40t Pt I4T(0 SArin, 110 ,1• 111 GUARD POST HYDRANT PORT FACE TOWARI'.i" BLDG. OR FIRE LANG NF ff PAYS, AND DRIVEWAY EXTRUDED CURBING NOTE' GUARD POSTS SHALL BE 6' LONG x 6' DIA. CONC. FILLED DUCTILE IRON POSTS BURIED 3' BELOW PANT t GRADE. RA DE. FINISH WITH TWO COATS OF RUST -OLEUM NO. 2766-HI GLOSS YELLOW PAINT r t [2.9, 1 0.5' VAR ADDITIONAL GUARD POSTS MAY BE RE QUIRED PER PLAN • DEPENDING ON HYD • EXPOSURE TO VEHICLE VARIES PER PLAN FIRE HYDRANT PLACEMENT DETAIL NTS BACK OF EXIST. OR FUTURE S/W SEE NOTE 1 • 18'! PROPERTY LINE-' �7 • • .�. - tA•' CIS}+- ;,:•Zeal DP* 411 SPACER \ CONC. METER BOX BRJCKS 65 -ST EXIST. OR FUTURE S/t FREE DRAINING GRAVEL MIN. 6- DEPTH 24'COYER 90" •SEE NOTE 1 Dc JBLE STRAP SERYICE SADDLE SEE NOTE 2 NOTES: 1. SEE SPECIFICATIONS FOR APPROVED TYPE OF PIPE 2. 90. ELBOW b RAISER PIPE SHALL BE GALVM 1ZEO •• FOR iNLET AND OUTLET SIDES 411? t• .74e i1R•• •0.' to 1 • al TEMPORARY PERFORATED SPACER ;.sr AtiGLE METER MUELLER H -14286 OR EQUAL STOP iPT INLET FLANGE OUTLET 12' �• �•I { 377 to PI, OR 6 1.1/2' AND- 2'f DOMESTIC SERVICE • i 1xC4c. 4 . 776E ' 'a•,7•,7• .7.. I 9 L,ItOlec '• :•+1 SIArI(r TYPICAL SPRINKLER � .-�- ....tee .- .�.�.�..>`.�.... PIT (CITY OF TUKWILA STD. DETAIL #W -9) NTS • NTS • SANITARY SEWER NOTES AND DETAILS SANITARY SEVER Or.a:BAt., NOM: 1 All s.utk and ulalcn:ds shall be in :a'ti,rd.mtc whit the 'Si:utdaid Spruht:loons for Road. 111 idgl . and Municipal (4 it ttuctult .• \ViIsilintihtn Shut: I)cpmotent 111 '1'rinslwlrt,tn,i$ and American Public Winks A.%toeI:1111in, Washington State Chapter. 19R3 edillon. 'Fop :Hier with it • sit Tukwila Engineering Standards. ',sleCv the •s c 'tun f the I t latest dr An approved copy of these plans must he on site vvhenev'er construction is in progress. 1, It shalt he the sole reslx,mlh!liiv ul the contras:Mr to obtain sireel use and any oilier related permits prior to any construction activity m ('nvriight.of.way. 1. Prior iu any anlstrutoon ac•tisily. the City of Tukwila Engineering Dcpattntcrri (433.1850) must he c'nnlac'Icd for a pRCnnsituellnn meeting. All locations of existing utilities shown hereon hate been established hy (told survey ur nhtained front available records and should therefore he considered apptuznnatc only and 11111 necessarily 1 • sole responsibility of the cunlracn,r .o ride uendeml • trnfy the ,lveut.,.3• of complete. It is tot.. I p I ) all uiilny locations shlnvn, and 111 further discover and avoid any oilier utilities not shtnen hcic:)n which may he affcetcd by the implementation of this plan. The tuntracior shall contact the utilities underground location scarlet, (1.7+'111•422.5555) Imo! ti) tousructinri. 'lit: owner or his representative shall be imrncdialcly contacted if is utility uitillat exists. The sanitary sewer system shall he cuntructed according to 111c approved plats which are on Isle •) r r wv 14 `i % wilt •t ) from 11 a ed Ln ••r m• d i., a n r m tc . • n > arultenl c U u1 the City of Tukwila Engineering (t, Any I P I require written approval from the proper agency. All new sanitary sewer lines shall he scaled off at the existing trunk connection pone until all upstream construction is completed, cleaned, iesied. Iampcd, and acceptcal by the City of Tukwila. All con.tntdinn debris and water shall he removed from pipe pritir Ili opening %cal. s Sanholes and Lids: •7 10. A. All Type i • 48• manholes shall be tunstrueted per \VSUOr•AP \VA Standard Detail 8.23a, with eceenIiic cones. B. All manholes shalt have a minimum drop of 0.10 feet between inverts. C'. All m.Inhiiks not in paved areas %Hall liavi locking h,h ft sh:,ll he iltr respoil.thility u1 the ti,nir,,culr to adjust .,II nl.lnh,.I* 1,p. h1 limit 11 I11•.11 asjtha! clrsorlon. and pound elet:tlitins in IanJ.tapt11 auras Sewer Pipe, Bedding, and Trench Compaction: A. 13. c. All setvt•r pip.: %hail he one of the ruitovting as designated: I. P.V.C. conforming in A.S'f.M. S. 11)34, SDK 35. 2. Ductile Iron, Class 50, conforming in A.\V.\V.A C151. 1. Pipe may be any of the above provided: a) Pipe joints must be of the saute materials, and I,) Where a pipe: material is spxei(ically shown on the plain. that must be used. material .1. Mulinium pipe (liver at manholes shall he :{.0 feet and 5.0 feet between runs Pipe bedding shalt be A.P.\V.A. Type 'i' with material conforming ni Section '1. .10,7A(2). Tr.. nch backfill shall be compaued to minimum dry optimum density per A S.T M D- 1557.7( (modified proctor) prior to teasing Sewer lines for :weeptance. Side Stater Laterals: A. . 13. c. D. Side sewers shrill he 6' minimum diameter at 2.0'4. minimum slope. Sidc.sctcers dell be tested for leakage at the same time the main line sewer is tested. If not tcsteu together, provide test tees al sewer main uinnections. Buildings will, greater than 10 unit shall be serviced hy Doti of the following methods: L Double (i diameter services connected io truck ht standard Ices or into manholes. 2. Single S" diameter service with cleanoul, chnnccted to trunk into manholes only. (Alternate connection methods are depicted on plans.) All lateral connections to sewer mains shall he made wiih a eye or sweeping tee. I1. Construction of dcss :oaring (groundwater) system shall he in :ncord :ince with the A.P \ \'.A Standard Specifications. Section 61.3.02. 1951 edition. 12. \ \hcncsrr .rwrr% must (1 miller water main lh: sewer 41.111 h.: laid .11 ',idi .In tL•..11i011 111.11 the top of the setter line is at lent 36 inches below the Ninon' on the water main. 13. Buildings shall not he permitted within 10 feet of the spring line of am' s:Initary setter pile. 14. Prior to occupancy. Mc developer shall grant 111• wide sanitary sewer casements to U1c City of Tukwila. • 15. Cleanouts shall he provided at the rigiu•uf -way line for laterals entering the public right•of -watt'. - STREET SURFACE 1 /� SEE TRENCH EXCAVATION DETAIL MANUFACTURED TEE FOR NEW MAIN LINE OR MACI:AH i CAL TAP AND APF•RO•sED SADDLE FOR EXISTING MAIN LINE SEWER t MARIE J 1/8 EEND IF ( APPiCARLE ( 1 6" 11!M. 1 PIPE TO ( 45' MIN. DIA. P/1 u *0 o. 4 I/ 1 gI!tA c�)l O S X00 0 q1 =9\ 0 0 se-f � Q p ,� 1" CORE- ' 3 HOLES ¢A teed N0N.SKIO PATTERN TO 'BE CAST INTEGRAL OK TOP OF COVER 3/13"1 rezah.e/We./.// /z //////// /iii MACHINE ;--I SEAT CAST IROt} NON - LOCKING COYER MIN.:WGHT. ISO 1B5. SECTION-: A-A 6" I F:ftAia4E�P1�Atk 26.3/8' w 25 -1/4' 8 WEBS - 1 /2'TNICK f MA HiN SIAGRINO C 1 -eJ •- e... -1- / 4' -7 5".6„ L 23 -3/4' 33 -3/4" _ CAST IRON FRAME - MIN. WGHT. 210 LBS. SEt;•1Qtria=E NOTES: COVERS SHALL HAVE THE WORD 'SEWERS' IN 2" RAISED LETTERS WHEN USE0 IN CONNECTION WITH SANITARY. SEWER INSTALLATIONS OR 'DRAW WHEN IN CONNECTION WITH STORM SEWERS INSTALLATION OR *WATER' WHEN IN CONNECTION WITH WATER DISTRIBUTION INSTALLATION 24" MANHOLE FRAME WITH COVER r- - i a 3 i•�r --- :' '!� :'J .y / • / Cr. _ r- 1/4i1.- .;31, -', i'a•ea ,/ h..... e„M. serer. F : ••/ iI I.:. i ?_`�i}i rI j it rT (Tye) • 1 / L---:',..lt----Ls6....46°- -.ya• 1.' ~�.� \'r � • t•....•-- Co^s•r,N. . f.•w CM...t 6 3atl! w•aq ..I /. • , I 1 , tree •t 14 HPe e••r•r cell '-'• _ •' :�.. f- Pw!a.to.t Vero I /ft h•SM Maf Yq I.. vu e•. s• 04 i.yi \,,- 1• • • • • \,_.0i...• P.151 SP -Nr47 . "••4445::74.."1.• rM.9•D•a F _ _ -i: �/ 50 Wee "fr 7!'011 • 1- `6.1-v- .• _ _ _ •. - hacael fa• w I.4•••. na" 1 yy, Lam- 7_ C..o.44 1•••••S.4 Tqe (Mru i' Np tr.0.41 /4 a Caret �••rla �ali•1e•e•1 Sector ii.•�'S 1te•w•t 13.ta4 « G•.4• *me. *vow) 41'4.34' • h•4•1I C4.• LA4444 fl4 Wee. e16er.,•• •Itr.t.er sa'SA• • 34'0IA•1'J ear••. ti ',coo earn a.., SEC /10N ._P4.•', -.*q 31e•1 Ire, St••r.q Clare ONL11 0:) SO,^t,rT •••••••••••• •o, •a' O,. O,1 SC.N /r4 .••40.4.4414• 4, 7e• O.A PROPERTY LINE 6' MINIMUM AT PROPERTY LINE v)NLESS OTHER - ISE DESIGNED SLOPE .02' /FT MINIMUM APPROVED 6 "14' REDUCER FOR RES(DEMTAL CONNECTION UNLESS COTHERWiSE DESIGNED I .: NOTES: •CLASS 'A' BEDDING SHALL BE GREATER THAN 15 FT. BEDDING .CRUSHED ROCK. PEA GRAVEL OR NATIVE MATERIAL FOR DEPTHS • 3F0OlNG ANO CRAOE SHALL BE ,PRIOR TO PIPE BEING PLACED SANITARY SIDE SEWER NTS USED AT DEPTHS APPROVED UNDER 15 FT. 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PLANS TO CITY ltd U) C) P: t O 1•-t 0 O 11C (.3 • • .1 RESUBMI A 1, CC Ce it M CV - slew :*• ii! igloo alb CO la a• f e Lta mt wow of C3 44 UM Om tr; All 46 C4 siimum co ty) r 1606 2 ewe ig 161 C 121W 44. • • Plant List w. Designed 215Abilik I Date SYM. PLANT NAME SIZE COND. Drawn dS 11:” t J -•._. • E 1 N44' i is 4F-M.N �. r` �. ,,,. ./li,;r / .i , /ji L, it Section at Andover Parkway 1741. j eritof Trees Ti Pinus nigra Austrian Black Pine Checked Date Date T2 Crataegus phaenopyrum Washington Hawthorne T3 T4 T5 S`..rubs S1 S2 S3 S4 S6 Gleditsia triancanthas ' Sunburst' Sunburst Honeylocus c Liriodendron tulipfera Tulip Tree Prunus serrulata 'Amanogawa' Amanogawa Cherry Abelia grandiflora ' -Goucher' Ed Goucher Abelia Azalea evergreen Color variety to be'specified 5' -6' BB 1 3/4 "C. BB 2 "C. BB 2 1 /2 "C BB 1 1/2"C BB 2 Gal. Cont. 2 Gal. Cont. Acer circinatum 41-5' Ht. Cont. Vine Maple Cotoneaster parneyii 3 Gal. Cont. Parney Cotoneaster /'ia -r p 0-41 -a -8415: Pw + ?,> 6.y.i..- G,40144"r 14.4> Pi.... ••$-414 Prunus lusitanica 5 Cal. Cont. Portugal Laurel Annual Beds: Species to be determined by Owner \l 1:026.1 26.1 f. qcr 7 Groundcover G1 Cotoneaster dammeri Bearberry Cotoneaster 4" Pots "O.C. an. Mt MID SWIM !AU Welt' Notes 1. LOCATE, PROTECT AND AVOID DISRUPTION OF ALL ABOVE AND BELOW GRADE UTILITIES AND SITE FEATURES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY RESULTING DAMAGES DURING CONSTRUCTION. 2. ALL WORK PERFORMED SHALL CONFORM WITH CITY OF TUKWILA REQUIREMENTS, CODES AND SPECIFICATIONS. �1/1/I.•� •: •:. • ••w••. •e5 REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ANY SITE FEATURES FOUND IN THE FIELD BUT NOT REPRESENTED ON THESE PLANS. VERIFY ANY DISCREPANCIES WITH ARCHITECT. •• Cr ' o JH ) • • i • • • • • • • • • •w • r • • • • • • • • • • • 1 , ----' I- < --r.., CITY OF TUKWILA 6200SOUTIICENTERBOULEVARD. MK 1171.A. WASIIINGToN98181: I'lJOXE # (206) 433.1800 Goy 1.. lanDrrsrn. Mayor 4. VERIFY ALL QUANTITIES SHOWN ON THE PLANT LIST AND PLANS. IF DISCREPANCIES EXIST BETWEEN THE GRAPHIC REPRESENTATION AND NUMERIC TOTALS, THE GRAPHIC REPRESENTATION SHALL RULE. March 9, 1990 3e&) :3/9M0 /Ow 2cr ,4 Plan Check #89.' -361: Burger King Restaurant Site location: 335 Andover Pk W THE FOLLOWING CONDITIONS OFF APPROVAL FROM THE PLANNING DIVISION AETLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA. 3UILDING PERMIT NUMBER ALL PLANT MATERIAL TO BE SPECIMEN QUALITY WITH FULL, SYMMETRICAL TRUNK AND FOLIAGE, UNLESS OTHERWISE NOTED. 6. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 7. ALL BERMED AREAS TO BE GRADED SMOOTH AND CROWNED UNIFORMLY 6" ABOVE LAST RELATIVE CONTOUR SHOWN. 1• The berm along the pond shall have a minimum height of 4 feet and the number of shrubs proposed along the pond shall be double in density. See Landscape Plan for area /feeding additional shrubs. • HYDROSEED ALL DISTURBED AREAS WITHIN THE 25' SETBACK. '2. 4 3. • Provide stepping stones or paved walkway for pedestrian access to the sidewalk along Andover Park West from the parking area. CITY OF TUKWILA APPROVED 1 ')9J1.,1 ^tl BU LEM G DIVISION Exterior lighting plan shall be Certificate of Occupancy request. submitted prior. to 4. The architect shall submit the final colors prior to painting the building. 5. Roof top unit will not exceed the height of 2 feet, 5 inches and will be painted the same color_ as the roof. J • • •o• i Landscape P o 1 „1 1 G� RECEIVED CITY OF TUKWILA MA11 2 0 1990 cr: Vince Frerrese /Mithun Partners Walter Kaczynski /Speiker Partners OTAX Incorporated PERMIT CENTER ota angrnews Wanness landscape rodeos 25 Cankd) Av. Sotto !(aWand. WA98033.f2K 812.4448 •C'E ('•. ReM lax.... 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