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HomeMy WebLinkAboutPermit 5964 - First Interstate - Tenant Improvement and ReroofAPPROVED FOR ISSUANCE BY: ‘ . l BUILDING � ` OFFICIAL DATE: 3-,b -1 b I hereby certify that I have read a . = xamined 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 • presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru ion or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE:' .4010∎Viii r if DATE: 9 PRINT NAME: ". 'W,, � 07 COMPANY: - y � elPOCT, C r PROPERTY OWNER First Interstate Bank PHONE 292 -3610 ADDRESS 999 Third Avenue, Seattle, WA ZIP 98104 CONTRACTOR B & J Construction PHONE 632 -7991 ADDRESS P.O. Box 31132, Seattle, WA ZIP 98103 WA. ST. CONTRACTOR'S LICENSE* BJCON * *215D7 EXP DATE 11 - 02 - 90 ARCHITECT Architects Reed Reinvald PHONE 5)2-3993 I ZIP 98403 ADDRESS 201 North I Street, Tacoma, WA TYPE OF CONSTRUCTION: y _ N UBC EDITION (year) SETBACKS: N - S - E - W - FIRE PROTECTION: QSprinklers J Detectors ❑ N/A UTILITY PERMITS REQUIRED?❑ Yes ®N o I PublicWorlcsl ZONING: BAR /LAND USE CONDITIONSOyes OD No 'CONDITIONS 3 2 -16 -90 PLAN CHECK FEE (other than those noted on or attached to permit/plans): 4.50 (0%.11 3 ozO ENERGY SURCHARGE SQUARE FEET DESCRIPTION AMOUNT RCPT 0 DATE BUILDING PERMIT FEE 1,529.00 994.00 (6) 5880 3 2 -16 -90 PLAN CHECK FEE BUILDING SURCHARGE 4.50 (0%.11 3 ozO ENERGY SURCHARGE SQUARE FEET OTHER: SQUARE FEET OCC. LOAD SQUARE FEET TOTAL - 2,527.50 TOTAL OCC. LOAD 1st USE 4 Office /B-2 / CODE COMPLIANCE / / / F ccr I *' SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET CCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LQAD TOTAL SQUARE FEET ■ TOTAL OCC. LOAD 1st 15,620 138 15,620 138 TOTAL 15,620 138 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. L{ 3 L C) - - `1V PROJECT INFORMATION 6847 S 180 St BUILDII'3 PERMIT (POST WITH INSPE( iION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #90 -060 UI V FEES U 353,750.00 PROJECT NAME/TENANT Fir I t s 'a ASSESSOR ACCOUNT # 36230d-9079-04 _ TYPE OF U New Building U Addition Tenant Improvement (commercial) ❑ Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: New interior partitions and finishes, new mechanical and electrical systems, and reroof. This permit shall become null and void if the work is not commenced wit in 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. DATE ISSUED: DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE 1,529.00 994.00 4.50 Gf'ia 5880 - Qo - ' O 2-16_-_-9_0, PLAN CHECK FEE BUILDING SURCHARGE (& S1 3'cP0cfO ENERGY SURCHARGE ADDRESS 201 North I Street, Tacoma, WA SQUAFE FEET OTHER:-- - SQUARE FEET OCC. LOAD SQUARE FEET TOTAL - 2,527.50 TOTAL OCC. LOAD 132, , PROPERTY OWNER First Intersta • :. PHONE ?_3610 ZIP 98104 ADDRESS 999 Third Avenue, Seattle, WA CONTRACTOR B & J Construction PHONE 632 -7991 ADDRESS P.O. Box 31132, Seattle, WA ZIP 98103 WA. ST. CONTRACTOR'S LICENSE # BJCON * *215D7 EXP DATE 11 -02 -90 ARCHITECT Architects Reed Reinvald PHONE 5 2 - 993 ZIP 98403 ADDRESS 201 North I Street, Tacoma, WA USE Office /B-2 1 CODE COMPLIANCE FIRE PROTECTION: (YSprinklers Detectors ❑ N/A ZONING: BAR /LAND USE CONDITIONS ❑Yes CE No r. r "t�.." won SQUAFE FEET 15,620 OCC. LOAD 138 SQUARE FEET - OGC. LOAD . SQUAFE FEET OCC. LOAD - SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD _ TOTAL SQUARE FEET 15,620 TOTAL OCC. LOAD 132, 1st TOTAL 15,620 138 TYPE OF CONSTRUCTION: V -N UBC EDITION (year) SETBACKS: N _ $ — E - UTILITY PERMITS REQUIRED ?❑ Yes N o W — (through Public Worksl FIRE PROTECTION: (YSprinklers Detectors ❑ N/A ZONING: BAR /LAND USE CONDITIONS ❑Yes CE No r7 COMPANY: h" 3 c IPNST, t!'� i ^..ONDITIONS (other than those noted on or attached to permit/plans): APPROVED FOR ISSUANCE BY BUILDING ) 'V , OFFICIAL I have read a ' xamined this permit and know the same governing this work will be complied with, whether specified • presume to give authority to violate or cancel the provisions ion or the performance or work. I am authorized to sign f 4'j - I DATE: 3)Z DATE: 3 -- to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. I hereby certify that of law and ordinances this permit does regulating constru. SIGNATURE: j P RIN T NAME: " , .G/ / -12,07 r7 COMPANY: h" 3 c IPNST, t!'� i CITY ° OF fUKWILA' Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 59 (oL( DATE ISSUED: BUILDIN a PERMT (POST WITH INSPEC ?ION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #90 -060 PROJECT INFORMATION SI AD RE CERTIFICATE OCCUPANCY - a OF -_1c - Q cc, SU FEES VALUE O CONS ' UC ON - 647 180 St 353,750.00 PROJECT NAME/ENANT First I ASSESSOR ACCOUNT so 362304 9079 - TYPE OF 0 New Building ■ Addition t1 Tenant Improvement (commercial) Demolition (building) LJ Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: New interior partitions and finishes, new mechanical and electrical systems, and reroof. This permit shall become null and void if the work is not commenced wittlin 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. DATE ISSUED: J ` 4.->110 CITY OF TUKWILA Building Division 6200 Southrenter_Boulevard Tukwila', Wishiniglin 98188 (206) 433-1849 f Date - ...24 -, 0 Type of Inspection n r OC,Ctit. i • te Wanted 5 2 0 gy , , p.m. Site Address 4ii ' l i r a* 2674 Project / P) L.. Requestor ' i Phone # 5 - 3/6, / Special Instructions Inspector Inspection Results/Comments: ( . L.A-6 S Dzs Na ti4-01 T1 I e 0 Ns (i---1) 1.-1(. 94:701-2. ( 1 i CAE %"/ 14 elet, 49 CAn, v.S C-Aik ■AF12.-1/4P-‘■31 PA ‘1.4 G LI3SS v./At (A.,StZP / 11A eg_e-r -TEA. Cf-r-t 4.0) V E)2-■ €19 / Aft 1 I T 'AS() INSPECTION RECORD PERMIT # Wl Date . 42-) )40 J Vb� r a "uel° - Inspection Results /Comments: Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila Washln:ftq�n 98188 (206) 433 -1849: ' A_ S4,57,-- INSPECTION RECORD PERMIT # c Date Type of • Inspection �G' �c hJq Date Wanted s (f 90 a.m Site Address Project �--r —r, 7 tam t,v7 m Requestor 6—:Jl Phone # Special Instructions Date . 1 - ( / 0 Inspector CITY OF TUKWILA Building Division 6200 southcentpr Boulevard Tukwila% kashillftbn 98188 (206) 433 -1849` Type of Inspection Site Address , Requestor Aliol Special Instructions AP , Date Wanted S -- —96 . .m. • • Project 1 S t 77fllc,G S Phone # 5-7s— 3t cc. ------------------------------------------------------------------------------------------------- Inspection Results /Comments: 6- S INSPECT RECORD PERMIT PERMIT # Date Date A74a inttgegtEgt CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433r1B49' rr •1 Type of Irlspect`ion t 1C' VO Site Address (' 44 7 S • f W ' Requestor Special Instructions Inspection Results /Comments: PERMIT # c-We LI /o — 90 Date Inspector `— `'"� Date fr ej j`i Date Wanted y-11 -9 Q a.m. .m. Project Phone # n kes' f 7 —3/Lai i a•■• , ` , fir "ter: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) '433:1849'" t , Type of Inspection Site Address r aq •7 Requestor i Special Instructions Inspection Results /Comments: /}�. F RA-m t,1 p e vts PG'Y - pL/ l Cd n v "ZD-SS C1F v -L Ar i �; l..rs — C . 'MA Y NL`' V I -V.A.-AA P (t,a A39 e %EN* C•W • RECC RD PERMIT # Date •--s '-9 a Inspector p.0 1 �'' Date 4 I c.t Date Wanted "a ..m. Project - eY e.1 `e , Phone # , 5 1 ( r , I i CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) I33L -1849 " Type of Inspection (G l I n Site Address Requestor itMa,wnr INSPECTION RECORD PERMIT # - S --90 Date Wanted el — 0 rr a.m. e m Project / S rrt t°•l� /�c.�'e Phone # 57 r- 3 /co / Special Instructions Inspection Results /Comments: C vi"P' ,• A-n Pabv�� 3 »mot p rJ ia.u.0 v " w�rnwtvaam[ uwVx.' rw. m+ tf4N9.. w/ NIdY�1t41aWtfNltJ /.'lf'!hPo'R'.1 Date b AtetU a r (• rJ c•( GA-L -0 iQ p . 1 c- 4 'J� Cep E.. Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 =1849 Inspection Results /Comments: ( Inspector 214,e ul& ton 5 ITO 5 (.1 ..... �,• nwm. essurnrY ,.a.iX.vuw!vUnt2r<Lr�!.t(y!'y�j „';�'�': L'�. INSPECTION RECORD PERMIT # SIDN Date "3/30— q -ruaesd�y Date Wanted y - 3--cjo a.m. 0 Project ki f' Phone # 51& 721101 Type of Inspection Site Address Requestor Special Instructions Date 1-74-7-90 Inspector ��`- r t��%' tcsl' x} t�% e` l iLxJNO.td�^�utvxa..wrs.�we+ai.. ev., 4 r« , .... �u. �+ ru: rmxrr✓ w� .,�°'✓r+'.i'F I NS PECTION RECO CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washiqoton 98188 (206) 433.1849 ' G F (r) fl I %o �t- Inspection Results /Comments: / : ". "'tt PERMIT # 5414 Date 5-a1-10 Type of Inspection Site Address Requestor Special Instructions Date Wanted a a0 a.m. r 0 - 7 1 i) Project F1 e Trylteirt5tOic . Phone # S (ID1 Date 3-29•- -1e) CITY OF TUK LA Central Permit System TO: ❑ Building ❑ Planning Project Name Address '-✓ _ Type of Permit(s) f -- FINAL APPROVAL FORM ❑ Public Works Fire Dept. f \tz, vtontrol NoL. - C ) Permit No. ,,cj 1l/ ❑ Police ❑ Parks/Recreation /45 ei 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. This project is NOT approved by this department; the following corrections are necessary: d Authorized Signature Date This project is approved by this department: Authorized,Stijnatwe Date CPS Form 3 March 15, 1990 Remodel to Consumer Credit Building for FIRST INTERSTATE BANK Tukwila, WA ADDENDUM NO. 1 DRAWINGS 1. Sheet Al: CITY OF TUKWILA A P i. P R L 0 " E D AS NOTED ., UIl..GI�I(a 1.7IVisIoN ARCHITECTS REED REINVALD This drawing is issued for purposes of clarification and /or revision to the Drawings and Specifications entitled "Remodel to Consumer Credit Building for First Interstate Bank," Tukwila, WA, dated February 15, 1990. A. Partition Types schedule, partition types 2, 5 and 7 CHANGE spacing of . studs and furring from "16" o.c." to "24" o.c. ". 2. Sheet A6: A. Detail 7: CHANGE "EPS insulation" to "polyisocyanurate insulation ". B. Detail 8: CHANGE "EPS tapered insulation" to "Uniform thickness polyisocyanurate insulation ". C. Detail 8: CHANGE 2 x 6 studs to 2 x 4 studs. 3. Sheet M2: A. Partial Plumbing Plan: Use drawing per attached clarification drawing, CL -5. 4. Sheet E2: A. REVISE lighting fixtures as shown per attached . clarification drawings CL -6 and CL -7. 201 North I Street Tacoma, Washington 98404 Addendum #1 First Interstate Bank - Tukwila March 15, 1990 Page Two SPECIFICATIONS 1. SECTION - 7.03 - MODIFIED BITUMEN ROOFING: A. Paragraph F; Subparagraph 3: CHANGE to read as follows: "3.. Rigid Roof Insulation: Uniform depth polyisocyanurate board, depth as required for R -24 insulation value ". B. Paragraph F; Subparagraph 4: DELETE subparagraph 4 in its entirety. END OF ADDENDUM NO. 1 APR 04 '90 13:31 V.... INSULATION SOUTH • a APR 41990 CITY Of TUKWILA PLANNING DEPT. I)n I E : FROM : �.w WAS1IIMOITOI4 1I ISU1..ATIQII, WC. lOtt ?;1i III I'I:u•r+, Wr�rulinvillr•, IN:r ^.i,inrrtrrrr tlitrtl (2(U)'10 FAX 1 PAIISI.111 TAt. DOCUMENT BEING TRRNSMI I tEU CgJk _5;_4.6&1142 WASHINr1ON 1 N SUI_AI JUN PUMPER OF PACES (including ibis page. ) : 538 P01 It- 6 C91- 1r document; is incomplet:e or if theril are any problems please cool: act: me as soon as possible ni 343- nuburh 735 - .21 l I. 21 -(1530 I ocoms ancer '' �o tee. 2 ° T , co/ R —Uctut off - a 75° mum c ) LI= 6.b IC--3 7%714 , watt w dxick.ki .tevi Q�u 4. = o -! -' au�l � c� eta a (ma. leovitA �. rr .417 0.0515 /35-5R0 7 FAX Plain fFjctbt (T,hef tTherritaX P itiner ■ sa;t Aged Prtlaucf i4 f mead MO Ap 9'd Plod 751 Mean Systetfi wait spaoeal APR 04 '90 13:32 WA INSULATION SOUTH Thermaxe Insulation Board Product Selector Chart The! tx Irisulation Board products are available in a variety of finishes to meet the requirements of various concealed an() exposed applications. ir Hi lylA '� • : i I1L'.�(• ti ts!* , A 1 ; .t:uj,l I1L'lil Iqt ln!�r: l.'l+•j� : r'o;n.. r • ; ;I et (I'�if4 'c1, p$. �I . r ct, r z tFj 4 1 ' trl>tl b '�e0rfl - SI •I .' '•It1 1141 , 3 •i 1 :41 :4P1 44 i f(Aj, e, r ffc tieav�•Du nxT -+'4 fimboll% ' Lill rl • k. ��r {{{{ 'fir :.�.,.k� ; •re'"', . _ Standard size 4' x 8', Custom lengths available to 40'. :I!,y kk .iL, l SAN, i r .. . ityT 1 ' ? 5 ter ) , I i F t' s Y ler Thermal resistance R•valucs of Thumps Insulation Board are based on Guarded Hot 0ox tests conducted in accordance with ASTM 0236 on fulbsiced products sped over five years, Product thicknesses are nominal and Are provided for design Information. for R•Wiucs at other mean temperatures, consult Deletes, Thep System R•vatue is the added R•value calculated hen the bright aluminum toll Sudan Is Installed next to a W air space In a wall The product R'value at 75'F mean temperature is then added 10 he air spice R•vfrlue of 2 77 (rounded 2.8) to yield thin system-ft value. Tats Information from the ASHRAE Handbook 1985 Fundamentals Is provided to inlet designers of residential construction to comply with Federal Trade Commission requirements. Typical Physical Properties Thermos Insulation Board (Plain Factory Finish) Property 01 Foil -Faced Board Teat Method Density ASTM U 1622 Cmmnroaarve h er>pth rn Thlokness Direction, uni Dtartrrraional Stability 7.0oyt:xhosure,nin PorrenlChanyu in Length nr Wir11h Cixllbr,:ionl of Linear Thnrmnl Fi Rdflfiktq 8'I Inrhri Per Inrh "F Flexural Skanylh in pe' Wattt( Vapor Tranamlaeiort an Permr, nnce. In Pennn t ild water Mr:mi lion no Percent lire rinse VOtunw Grar6 (mining IOUgx:rniuroRorKj6 ASTM0 1621 AS I M La 2126 Fnvironmenl — 4 1 0 8F f100'x,Rri ASTM t) 696 (r30Oa3 40 2 "r) Tomper5tute RatrO' ASTMC 203 ' ASTM E 96 (Desiccant Method) Nominal pot 26 Len Than 1% Leen Thon 1% Lens Than 1% Wm Thon 40 Loan than ,03 ASTM C 27? (24•tlr. Roselle Heppoplled ins per HH•l•524C, TaWn 1) 0 39: Max 250'F to I pot 538 P02 07200/CEE BuyLine 1224 ( :3 Short Form Specification Therrnax Insulation Board for installation in as shown on drawings or specified herein shall comply with Federal Specification HH- I- 1972/1, Class 2 and shall be Thermax Insulation Board with (see Selector Chart) finish as manufactured by The Celotex Cor- poration. The nominal insulation thickness shall be " and board size shall be Aged thermal resistance (R- value) shall be R at °F mean temperature. CELOTEX THERMAX INSULATION BOARD SHALL BE INSTALL- ED IN ACCORDANCE WITH MANUFAC- I URER'S RECOMMENDATIONS. 3 Plan Check #90-060; First Interstate Bank 6847 S 180 St THE FOLLOWING COMMENTS APPLY TO Of PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__ _ �Q_ 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3, Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall posted at the job site prior to the start of any construction. 6. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 7. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9. Readily accessible access to roof mounted equipment is required. 10. 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. 11. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). Minimum Class B. 12. 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). First Interstate Bank Page 2 13. 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. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433-1849 4 Shear Wall Nailing 433-1849 5 Root 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 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433-0179 X 17 BUILDING FINAL 433-1849 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: 6847 S 180 St BUILDIG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO DATE ISSUED: PROJECT: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS First Interstate Bank (INSPECTOR COMMENT 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 - Atter 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. 04/28/80 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney 7 Framing a 8 Insulation AT 9 Suspended Ceiling 10 Wall Board Fastening 11 12 V 13 14 FIRE FINAL !nap: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL - Ii gN CHECK / NUMBER j � ,V - O PROJECT: THE FOLLOWING COMMENTS APPLY TO AND SECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER . 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, Aer i all gas piping (296. 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency 1872- 6363). Partition walls attached to ceiling grid must be laterally braced over eight II) feet in length. Readily accessible access to roof mounted equipment is required. l3 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. 1�t7) Any exposed insulations backing saterlal to have Flame Spread 1 /� Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. is Miracle preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). All mechanical work shall be under separate permit through the ty of Tukwila. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 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. O 7 All structural concrete to be special inspected (Sec. 306, USC). j2( All structural welding ,to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UGC). O All high - strength bolting to be special inspected (Sec. 306, UGC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. A statement from the roofing contractor verifying fire retardancy 111111/JJ///������� of rooi'r wfll be required prior to final inspection (see attached ��( procedure) . MINIMUM CL-P -? At'f) All construction to be done in conformance with approved plans and V �+ requirements of the Uniform Building Code MSS Edition), Uniform Mechanical Code (19S11 Edition), Washington State Energy Code (1999 Edition), and Washington Stag Regulations for Barrier Free Facility (1909 Edition). tt 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 to have a set of plans approved by that agency on the job site. 19 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. (E) Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.S.C. Standard No. 43 -5, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.S.C. Section 306 fa) 7. Validity of Permit. The issuance of a permit or approval of . plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give autherity or violate or cancel the provisions of this code shall be valid. ARCHITECTS REED 0661 DT REINVALD t . z!1,-)19 Co Zoo e_wizz:L. ��Uv�Ca , w k GENTLEMEN: WE ARE SENDING YOU / I31 Attached ❑ Shop drawings ❑ Prints Q Copy of letter 0 Change order DATE NO. Addfr/ COPIES 2 THESE ARE TRANSMITTED as checked below: Reply To: For approval 201 North I Street Tacoma, Washington 98403 206572 -3993 ATTENTION A , ^q ry / -- 7 v RE: /g/ 57' -". COOIM7?-/ eitr Q Plans COPY TO IJ encloswes are not as noted, kindly notify us at once. DATE LET4 -'R OF TRANSMITTAL ❑ Under separate cover via the following items: //il /if/ .ire DESCRIPTION ❑ Samples ❑ Specifications ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted Q As requested ❑ Returned for corrections ❑ For review and comment ❑ O FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS. ❑ Submit ❑ Return JOB NO. copies for distribution corrected prints City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -060 (512) Re: First Interstate Bank - 6847 South 180th Street, Tukwila, Wa. Dear Sir: March 16, 1990 Gary L. VanDusen, Mayor 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 "All 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 -1 (3 -1)) 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 doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12. 104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) Page number 3 Yours truly, cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 5. 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) 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) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. *S'igt The Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor January 24, 1990 Mr. Bob Benedicto Department of Community Development City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Mr. Benedicto: c ARCHITECTS REED REINVALD This letter is to summarize our meetings and telephone conversations of January 24, 1990 regarding tenant improvements to the Sperry Building now to be know as the Consumer Credit Building, First Interstate Bank, Tukwila, WA. Please refer to the attached floor plan. All code references refer to the 1988 UBC. 1. The building is a B -2 occupancy (Table 5A). 2. The building qualifies for Type 5N construction, based on the following: B -2 Occupancy 8,000 sq. ft. allowable (Table 5C) Fully sprinklered x 3 (Section 506C) 24,000 allowable sq. ft. The existing building is approximately 16,000 gsf. 3. A new unisex handicap toilet will be provided in the existing women's room lounge. 4. The exterior walls will be furred on the inside with 2 x 6's, gypsum wallboard and 6" batt insulation. The roof will be re- roofed and re- insulated. 5. The building may be remodeled under a phased contract, with demolition and re- roofing accomplished under separate permits. 201 North I Street Tacoma, Washington 98403 206 572.3993 FAX 9nh F 79.14AF Sperry Building January 24, 199b Page Two 6. The exiting will be accomplished as follows: Area A This area has less than 30 occupants based on both actual number of occu- pants (20 shown) and net square footage, 2880 nsf (excluding walkway areas). 2880 nsf T 100 sq. ft. /occupant (Table 33A) = 29 occupants. Conference rooms are included in 100 sq. ft. per occupant based on Footnote 6, of Table 33A. Since the area has less than 30 occupants, only one exit is required, through the existing main entrance to the South. No exit corridors will be required. Area A will be separated from Area B by non -rated doors near the Northeast and Southwest corners of the courtyard. Area B This area has an occupancy in excess of 30 occupants, consequently 2 exits are required. An existing exit on the east elevation in the south corner will provide one of the exits. A new door, on the west elevation, also will be provided. A clear width of 44 inches will be provided between work stations leading to these exits and work station partitions will not exceed 5' -9" in height. Consequently these exits will not be construed as corridors (Section 3305a). The existing hallways, to the south of the courtyard and to the west of the toilet rooms, are not required means of egress, therefore they need not be built of fire -rated construction. I appreciate the time you spent helping me solve these problems. If you have any questions of concerns, please call. Thank you. Sincerely, Venita R. Van . e Brown, AIA VVHB /slr cc: John Carpenter, First Interstate Bank Gary Evenson, Crick Evenson Engineers LI OMR RES MIN II EA MEC ; I f• I I I E II mmedl III Are flo Ig I OWI MIS r_ C_I ! ! ! r iI (7 re II r I . ' WOW kl OW OW, JUR T 1•10 IWO IONI OMI OWN WM =I 1 E _4 1 I CONSUMER CREDIT. BUILDING FIRST INTERSTATE BANK TUKWILA, WA 1/24/90 • rTr7 :1 - 7 - 7 N•w Door KEY ammo a . JCL CJ Floor Plan N : (approx.) DIRECTION OF EGRESS DIVIDING LINE COPIES DATE NO. DESCRIPTION Z 3 110 GL. /,eq e '/e /0 d GJ iz • G % f .//t-r*' .,.,,5 . ARCHITECTS (— REED REINVALD ✓ ar /4 e; 7gi'K GENTLEMEN: WE ARE SENDING YOU Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans THESE ARE TRANSMITTED as checked below: REMARKS. ❑ Copy of letter ❑ Change order ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US #)I d L .. , ad,i'd a- LE( :R OF TRANSMITTAL DATE ..3 z . 9Q JOB NO. ATTENTION ,/,� �j RE ����/ : , / // iii% 4'5/4 v(.G 0sA'r v e, 4$- 4opy -iJ "..i i'e ❑ Samples the following items: ❑ Specifications zieri- COPY TO / 01 / 0 " 41 �g �% 0 11 snclosun �r � e not as noted, kindly notify us at onto. SIGNED. Reply To: 201 North I Street Tacoma, Washington 98403 206 572 -3993 RE: 41. PERSON CONTACTED: PERSON CALLING: •/// DATE: 3" Biir INFORMATION ITEMS: 8 i 4 A _ 4IP , ..l_.../ q TELEPHONt MEMO Plan Review DATE _J&A!Ck ADDRESS 6,647 -� / S/ PROJECT _ _`_��� _YL i ` l _ BUILDING HT. / NO. STORIES FLOOR AREA P5 6JZQ '( CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION prepared by: PLAN CHECK NUMBER PROJECT Plan Review EaA4e_ PLAN CHECK NUMBER �aU'o ADDRESS 64:74.7 fz) DATE CD 1 C4.e.1O Vc„ 4 JIL '�� �VG� VV., , 01/07 /N V to(-- CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , PLANNING DIVISION 4h2t4a4 t0L ° CrTevi pkc„ , 1 O 101- 2.12 t 240 li CO 4/ 21 1 3 0 )(4 4L., 106 2co0 r*,1 1 X — W) • 14 4 47 `7 . C) ? 17--1 0 e1A ► zq. 204 6204/ 71' ID r . j 6 '7 694 - It a 1 Z� o 2 4 176 6'1 �Z 11 Ces — tZC1 130 12cu "I (O2 Li, 1 9 f�n� _ 41. i dtel L ` IV .A .4IJ.i' . -- C .� � , Illale1 4 A a/ .4( C 1(?) !I.. ,.� �d l 0,�. c 1 ' o. c�.',L 0,K • . , : all . L •I A.. O I._. , • A / .i . 1 , _:1 1 &A i r I _._.. L. 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AR : co tea NovAd 7) �-- N&' HEAO&L eNT4.fti S Tia.efezv„J T aro ammo RECEIVE') CITY OF TUKWILA FEB 1 6 1990 PERMIT CENTER DRAWN BY: JOS NO. SHEET NO, 2 - SCALE: DATE: 2 - 13Y9.v AHBL CIVIL & STRLCTURAL ENGINEERS •LAND FANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (208) 383 -2422 FAX: (208) 383 -2572 DM G.. HP zI Nlr ✓C 7o I � � } s0 G :5w V✓�o hY'4G vA/e • , 2 rir,sft,) % S• Se- k' ttn. = 0: 2 S ,Sp('Sb s .) 2 2 ,f (f # G. 20' sn A. 0,7 z(.s..$) f S..s - = /G. 9e `< °0 4 7 oC z /4.7p/ • 23.6/ 1..= /o, /� /v /7 = /to, f t - ,m.72(23.v) s 20•, 22 are THESE . M • �.g�r z $', Srr( . S,) ,� , 1(C..- 0 Y2 7 Si t l 1 4 REAcr 0N VA GLieS 7a c GHecx Ilk/ = S. SO 7 , 7 2 /o, 2-f• PAn/et�.. w t = /0• Lo ,' L c ?. L F = / f.• 2_k Nom/ DeAw ps C P s) 7(29.24a 0,9f4 = •110, �. 200, 22(0 Z.) 2.L 4-3 2(s') 7X 29.2a ?-0S � 1/42. , 4. 6.O1 ( /d) -0 f' ti 1, i a. (ac.0frr•P pN17) /,) ? 2 , 4 `/, i.f) • 0 k. •;r; f /i.9 t/�r? e ■ •6 a 4E-7 (477/ c fie, , i1�9�1 2. r s , ¢ % 5 / l • No ,Czdco ,vQ' DErt.:Ec. 770W Oo 4D /NCB / ray .,N! ✓/iG VA. a G#L `2iz) /WED V'g. /, 47 "`' r ' W IV :./• S(2a, 41)/2 a B, / 5 '`Ji .L , /4•S' 1/, t S) O,r< • • 1 • L/A1/ 7 1 1W-2 € T- eM 2 /P, ( ""- DRAWN BY: J09 NO. SHUT NO. - SCALE DATE: c BL C1VIL 6t . RA ="'' EF.RS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (206) 303 -2422 FAX: (206) 383-2572 ¢MGAHP - i .1 Co, 7s / © ,1 i. . /10. 14- k- S 44,519 r { - 14J �y , ^I ^r 4 6' 4J) el� jettsG• Ay, A,vca S G' /i y f/I ✓!7' . To AND C; Hp.7r x 2443 4 ) , w ( #430 Mz s-) 4,.5 0,72 0,0 47(„,0 K c&hvcoe 1 &,r 'fs 4 46,03Gz) d,p/ "rd, fp, V a, 7 2 ( /z a e.G, �. 63-0,6f) it arc. 7x 2/ 6/1 e MP. r ehpr41 a/ X /� 0.7 t 'Y 1 . /3". M t O ►72 (2 f) 7L1 )¢ . 7 14' 1 A d , 72(Al ) + //,0/ 33r + I , 7 1;6620/ 33r E 11/ /,Srli,.7./0z2„ o. / or- f N1 G� /p"' S/M 7v it •3' a •rc i 7' 1S vNI't w (? Wel?' 6A10 of 43M 69:1' -rbow aN iywFc. loc -r9+/, �, ..1. 1 1 . • 8EAM IDENTI MARK; MAIN SPAN LENGTH a 33 (feet LEFT CANTILEVER LENGTH = 0 (feet) RIGHT CANTILEVER LENGTH = 0 (feet) MODULUS OF ELASTICITY = 1800 (ksi) MOMENT OF INERtEND =LS8P3NQt0^4) CAMBER FACTOR = 1 MAIN SPAN POINT LOADS P1= 5.76 kips ® 8.5 ft; P4= 0 kips @ 24.5 ft; P2= 7.23 kips @ 16.5 ft; P5= 0 kips @ 24.5 ft; P3= 5.76 kips C+ 24.5 ft; P6= 0 kips @ 24.5 ft; MAIN SPAN DISTRIBUTED LOAD- .04 (klf) CENTER SPAN STATION(ft) 0 3.3 6.6 9.899999 13.2 16.5 19.8 23.1 26.4 29.7 33 DEFLECTIONS DEFL.(in) 0 .653 1.243 1.709 2.007 2.112 -. 2.007 1.709 1.243 .653 0 AT TENTH POINTS CAMBER(in) 0 . 653 1.243 1.709 2.007 C� 2.007 1.709 1.243 . 653 0 • 0 D f L_ I.- AD + Hv -3 PL. • • MIA) B P7= 0 kips @ 24.5 ft P8= 0 kips @ 24.5 ft P9= 0 kips @ 24.5 ft Ai /ti/ .f x, - Asyo 40040•,q•y /N /2" St.oP 6 • , I ti Jii4 &ro U 04/44 est. e43'•Bv<<.7 JAI Gwe 6 y ., S D,3 l.) /• o. ♦ /' p i / Z «o• /' /04J / 1" .53 0ev0-2: 41.0 • D: wl�v�,g op. C47.r 7j*j a c..00 J • AI 41 le- DRAWN BY: t e...v JOB NO. SHEET NO, 4' SCALE: DATE: z/ � AHBL Awe. CIVIL & STRLCTURAL ENGINEERS • LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (208) 383 -2422 FAX: (208) 383 -2572 'G H�GG Tyr, c AL. It x 1 ¢ PvfC c,, p../ JdP6=. / i c e r c.`a / ✓AG Lo4O of 3Z /t7 : i, g2 (i ?, SJ 2 . / 2, 2 S ' •�. 8 /2.,2s-62.) /, ¢4 i /o2. 4- i EQvs✓ /C s /e5 0.16) c 1 k t, AS.sume- vg * 1 J v P a u M A v a r c l o M ( w 1 z 4 A - 0 7 . 5 1 /, 7.r •c. Z*Nf - /2.2C /,7r 14.0 'K /44i%) 1.4.• ` Q 1,72.5 oK lo z.4 VA4 .,42( ?,1) = 2,FF '4, = /,SrQ./f) : 8 ,0 1 ce "`s, ,l 0.69S`l.,S) OK 4F,1 •7�l /c.44_ 4 .r / 4• PuzL..fn./ G4 & T/9 040 7' (%vI L-0 tviv, 0(.45 A Mi44 G W Mc vtvi y cvrt45 � ,r 4le) /,4 2," geQO S = I. 4 1.) //, 2 = 14. IN ore 3k8 on. ¢die # USE .31M4,to�J H u * /-/G2 6-4 END A 3 H/ wee ' G (cm) e- KE0c rote. ,Jew 5 w/ti Do K/ v,G_g LARRY WALL DATA Wall Ht. = 18.00 ft. ✓ k • 1.00 f c ' • 3500 psi we • 150 pcf Fy • 40000 psi TRIAL SECTION t • 7.00 in. e • 5.00 in. d As = p • LOADS Roof DL • Roof LL • Wall DL = Wind • 3.50 in. 0.37 sq.in. /ft. > Min. vert: As = 0.13 sq.in./ft. 0.004 Min. horiz. As = 0.21 sq.in./ft. 1.60 K /ft. 2.60 K/ft. 1.05 K /ft. 16.00 psf FACTORED LOADING U • .75(1.4D +1.7L +1.7W) Pul • 8.56 K /ft. Pu2 • 1.89 K/ft. Pu = 10.45 K /ft. quw • 48.39 psf DESIGN MOMENT STRENGTH Pn=Pu /phi• 12.61 K a • 0.77 in. Mn • . 85.21 i n . -K phi *Mn • 70.63 in. -K EFFECTIVE MOMENT OF INERTIA c • 0.90. in. Ie • 42.6 i n. ^4 TILT PANEL DESIGN VERSION 1.0 1/22/87 PANEL MARK 1 Parapet • 3.00 ft. Ec = 3372165 psi n • 8.60 E1 • 0.85 Vert. rebar size: M Rebar spacing: Wall Opening = Conc. factor = Seismic: V = CHECK FOR TENSION CONTROL ab • 2.04 in. Pb • 58.03 K .7 *Pb • 40.62 K - must be > Pu • 16.45 K phi • 0.829 DEFLECTION AT DESIGN MOMENT STRENGTH delta • 2.39 in. APPLIED FACTORED MOMENT AT MID - HEIGHT Mu • 69.88 in. -K - less than phi *Mn • 5.00 ft.� 1.71 0.23 W WALL DEFLECTION AT FACTORED MOMENT AND AT SERVICE MOMENT delta • 2.36 in. delta o 1.42 in. S E.r /f T/AJC $10, w 0.23 /nl F �(f•1 in. D. 0,44_ 0.1 1 • /N #S G 4•c r oc PL Cxi °ry l 4.6 B/l 2EAerri S pl.(' 7 O 0 v' & 3 ¢' 04444 W ID Tti OKAY 70.63 i -K OKAY � - D RAWN BY: JOB NO. SHEET NO. SCALE: DATE: 2/2170 AFII3L ¢y /¢ 'YPT CIVIL & STRLCTURAL ET INFERS • LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (206) 383-2422 FAX: (208) 383 -2572 " 7xzi 14 !I / • , •r - / e I I cot Pc-+ 6 c.p ,a s(40F4- jot ovZ ¢x co pF st2 N/` /04. "l/'' ,ctp [..ocA 7'S- B c r of �vC�✓ /Lems • TOP vnvrP - 7yP Nm `Ctv rif/c, 2,4 Rosa 'svaP tt c./,vs AS ,(eepo Fort Jorge, 4 7 cry r 2 x eoioJ rc/ sime ,v ‘020 �Z '. ' • ��l.i4M /�JG� c2 Hto - HB CIVIL & 577? •LAND 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (208) 383 -2422 FAX: (204) 383 -2572 ete/..5 Cv [, °V 7x 29 4 Sef g DI 7's' 1. a #J vl M -/ D 27 , 44.... , 4 J,c ,'4 44M 1 '/C, .. CZ rd#11 - 7 HI o - 2 smear NO. DATE: 2t., / DRAWN BY: SCALE: Jell NO. 7 1 r r # G (A d 7s 171P-3 / fr/P- 4, r o • r f•fil - Ca 4 /c/) T/v •'.S d f ..rhotoww v^.I Reap . Azz /Ad ✓IC. G , " .q'r• pA� , Pa 7m kg ..14,t44/4.57 Att t,-,e ,hti° srlicz rc r}/ • H/ /T DRAWN BY: t ., JOB NO. SHEET NO. SCALE: DATE: 1 / HJ3L CIVIL 6t STRLCTURAL ENCINEERS• LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (206) 383 -2422 FAX: (208) 383 -2572 ye4oefit. . nItLw Jto 145fm7 w WIt OIL ✓6nrr 4) 0 2 44. a #.(7) = 3A0 o - ice 440 04 ,,, rz 11.9(t,SJ = zf 3. i,f p t-4971.. ( sL W S.7S _ fti kg jog. to $09.4"/".1 IZ(SM) / X :. '( Z fl i lly 4) a 2. t -4 /14 2.141-y, tr. 4 t7 k a; k m ,1104:P4 e, # 4E01 J c If• 1S6 L ' f 4. s /A03 INV fX /4• Hf/ ,. 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CIVIL & STRLCTURAL EAVINEERS •LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (208) 383 -2422 FAX: (206) 383 -2572 5eerea -7 @ 8# c/A/Cv , / 1.o se-,4771.6- J 7,24d cT'v/t4 c4-c.c vc..4 -714,A) OMEN r CHOCK Rime lc AM /tiC2 f' NE /2 e,O4 - Tee* H'4 C idAl (ZS • lets 04 CH Q o'o p v/ i 7 PLA• e Ac WEl T k/ALA . Co MG' 0 A/6 Fva. ©� ,ve-v■ 5' WIDE CaS /6-i/ .51/1F4An01 t1IC i ct,2 g ,w TOP a,„ c suv /oz,j- ��9 . -- c A4 a cv Alb / 4 1 g / 7 ) N &W AOM. @ NT4.-/ S T #4e a.or.J RECLINED CITY 01: TUKWILA FEB 1 6 1990 PERMIT CENTER DRAWN BY: JOB NO. SHEET NO. 2- SCALE: DATE: 1 S AHBL � Gi•■ G. ,UP= Z CIVIL & STRLCTURAL EACINF.ERS • LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (206) 383 -2422 FAX: (206) 383 -2572 kip tfl'AG //Ale? a s, 2 ("/C.64.) z 0 : 2 (st.$)4 2 (.sn) ( z , ? 2 (SL. S) f 4 7X 29.25 ' N,evt 7o I p S, a' — or = /4.7p/ • 23.(. /lM,},t. /e.., ft('2 .tv,7z (23.6)% Z • = 7(29.25) 200, 2'L(/ 2 ) c t moo, 2.ro L ? -i c I ? 2- " : : vvr &D11 ©.O1v (/) =19 ,72 /' •: /, 47 A' (,aas/rr•P v,,//T) fed M .444* = S,( -(,.S) f ,72((,.5)32: 57, tat ✓,� = S, s• , 7 2 ( `.si1 . /o, u K 3 `` . S ,s7- (S1.r) z; 22 ,V f G. ?o' so /G. se 44<‘' = ‘. 4 7 s /0, G ". tai, 2-2. ec- No re usr Tr/6$ AeAcT/to N VA tv6S TV cHEGG WALL. pkvet- w/r'.f CPS) /t , . '7 2,G 4.3 S ', 2, * 6./f) • o 49-/e (/, is -) a,r. 7 i t-te, tJv 7 G A4 10 o /"! 490 eo ' /, 4.7 4774.) /cp• 2. ' K eM = (3 (" NO ,C -roo0 Foie, er-c.ear704 'Oo/440NCo / 2 `7✓ . Jy ✓ v,�/ 7 `a/ . 7 /lamp /, 4 K. ,W5 V 7.# //5(20,4 )/ f a 1,15 Pew, L ,454 oX • A vvi 7 HP-2 @ 0.7t 'Y 5 1S 1 ' /NGC bar irs C! /L ti. 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (206) 383 -2422 FAX: (206) 383 -2572 eel C? Ho's* e DRAWN DY: SCALE: r J49 NO. DATE: 2. 2. �M G: HP ^3 7 X 2/ a, 72 M = v, 7 ) 2 .,e /-1 //0,14- K 4est 2 ? ¢- s, `� 4 (, /s) aK C.4 ,rt4.. p i c L'/ v#i (vc f teC jp4 I t/ (Part ri _cNo of /3 C, f / + -•---^ , 7 2 (r, s) (,S .L . 0 2 ( &,S) 7 t. 6470 61,03 1 o- 4 66036z.) d,& x� fat V:; a, 9 Z <i 2') = A bi •4i /f f ) s 4. 06 / f,/3K : Q , � 2 (2q) 2 7i- 1 7 9,E 1k V' ,-` 0111 (q ) , C- I,/ 3 �&t) . //, 411 K Z7 33f 71,(•117..)/33r' e, r o. /*a t 11M a l"iP -. 4- S /M 7p ff00-3i` &ec I _ oce L wor &do of 6 64f f,4t)44.4.•_ &Ai //Vi*G "c.4.1I) a& WIEST NO. BEAM IDENTIFICATION MARK: MAIN SPAN LENGTH = 33 (feet LEFT CANTILEVER LENGTH = 0 (feet) RIGHT CANTILEVER LENGTH - 0 (feet) MODULUS OF ELASTICITY = 1800 (ksi) MOMENT OF INERIEMD =44502N0144^4) CAMBER FACTOR e 1 MAIN SPAN POINT LOADS P1= 5.76 kips @ 8.5 ft; P4= 0 kips @ 24.5 ft; P7= 0 kips @ 24.5 ft P2 =.7.23 kips @ 16.5 ft; P5= 0 kips @ 24.5 ft; P8= 0 kips @ 24.5 ft P3- 5.76 kips @ 24.5 ft; P6= 0 kips @ 24.5 ft; P9= 0 kips @ 24.5 ft MAIN SPAN DISTRIBUTED LOAD- .04 (klf) CENTER SPAN STATION(ft) 0 3.3 6.6 9.899999 13.2 16.5 19.8 23.1 26.4 29.7 33 DEFLECTIONS DEFL.(in) 0 . 653 1.243 1.709 2.007 2.112 2.007 1.709 1.243 . 653 0 AT TENTH POINTS CAMBER(in) 0 . 653 1.243 1.709 2.007 , 2.007 1.709 1.243 . 653 0 D f L c..AQ -f - H' -3 DC, UMW 2,// 4 A4//41 .! 1 - 02. p • 7 04P' /,qf' /iv . / 2.V : J ( . 'vim ' 4m2 a p,gc7o 1$1.41P E• I AD J'i4 6- / U C44■4 aft, e4$ Bondi . S i Y 1 Gad& *% 1 S 013 rh 0 • eaA/LMJG.9 CAtJ a Le-vz (peep o 0 aJ D/1i4 4 ' 4 ^ ,, vS OF- C•r 11 7144-.9 !3 Loco ) • e • A dguo c. rwrsOr .ls CMJ rs 3A- DRAWN BY: / JOB NO. SHEET NO. SCALE: DATE: 2 / / • AHBL CIVIL 6c STRGCTURAL ENGINEERS • LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (206) 383 -2422 FAX: (206) 383 -2572 Ty/°Ic ¢ x / 4 f vftc.if.i f=ull. .rdo6z /N1loo f er, /9__4 G Lo,qO of 0, 4. 14 ,o4v(p) .' o 3 2 /vl -. i, g 2 (17,5) 2 / 2, i 8 7 w /2, 2 (,2) f, 4A lv2. :4$JvM6. DA o/ eopvs✓ F s /, 7'0./5)= 1.720 k 3 J v P c c v i a r - � O M (w4) 0 , 4 " - 0 7 . S ) /, 7 S' ' .c. z. /2.2r ,i- /,7r is /4,0 , K„ ri z /4- C/ 1 ) /.t. Q 4 /, 725 oK. • /0 2.4 V,ti, of •,12 ( ?, 7) o • +t 2, FF K '4, s 1, S (? . F 1) O, p � � ' r s 0.0 9S (Ids) 4F, 5 7y,o /G At.. ,r 14. Pvzt..,, J C A") Tr A•ODeO .goof T4/° cdisirr 4-0 ' ME AV Sadie/ A M AJC 'AMC tAv/ 7 C. 4Z4 4Evo S : /► 4. </z.) /l• 2 = /4, use ,3 o2 & Co az (ISE- / -/G2 64 eN0 OK Sr° B LOCH 2 / 5 19 0 L C HE rent. , vt,✓ 5 ' w /NGo r✓ otec. LARRY WALL DATA Wall Ht. = 18.00 ft. ✓ k = 1.00 fc'= 3500 psi we - 150 pcf Fy = 40000 psi ""- TRIAL SECTION t = 7.00 in. e = 5.00 in. d = As = p - LOADS Roof DL = Roof LL - Wall DL = Wind - - rr 1. DESIGN MOMENT STRENGTH Pn =Pu /phi= 12.61 K a - 0.77 in. Mn = 85.21 in. -K phi *Mn - 70.63 in. -K EFFECTIVE MOMENT OF INERTIA c 0.90.in. Ie . 42.63 TILT PANEL DESIGN VERSION 1.0 1/22/87 E& ,fTiAIG Srdet•: PANEL MARK 1 Parapet = 3.00 ft. Ec = 3372165 psi n - 8.60 H1 = 0.85 Vert. rebar size: Rebar spacing: 0.C. 3.50 in. 0.37 sq.in. /ft. > Min. vert: As = 0.13 sq.in. /ft. 0.004 Min. horiz. As = 0:1.21 sq. in. /ft. 1.60 K /ft. 2.60 K /ft. 1.05 K /ft. 16.00 psf FACTORED LOADING U - .75(1.4D +1.7L +1.7W) Pul = 8.56 K /ft. Pu2 = 1.89 K /ft. Pu • 10.45 K /ft. quw = 48.39 psf 1, Wall Opening = Conc. factor = DEFLECTION AT DESIGN MOMENT STRENGTH delta - 2.39 in. 5.00 ft.- 1.71 Seismic: V = 0.23 W S r!.'.r 23 VF, a..if .1N % - r eepcnv #S Gc 4. vt PC-6,7y l kolhe- 8M N. EAe fiai,S pa" 7 27 01/6P2. ¢' 6 )P CHECK FOR TENSION CONTROL ab = 2.04 in. • Pb = 58.03 K .7 *Pb = 40.62 K - must be > Pu = 10.45 K OKAY phi = 0.829 APPLIED FACTORED MOMENT AT MID - HEIGHT Mu = 69.88 i n. -K - less than phi *Mn = 70.63 i n. --K OKAY v' WALL DEFLECTION AT FACTORED MOMENT AND AT SERVICE MOMENT delta ■ 2.36 in. delta ■ 1.42 in. i DRAWN BY: V JOB NO. SHEET NO. SCALE: DATE: 2 /0 HElL CIVIL & STRLC'TURAL ENGINEERS •LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (208) 383 -2422 FAX: (208) 383 -2572 E$v Isr , • exurna0 Gt.6 7 7x 21 ff coy. N SueA 4"4�A✓Cv S , CM ¢x Co (DC P /M,.roni "!J`' ,1G4.— E4- ND c414.45 of m ew Autio Top iiAn7 — 7yP GE • .tZOO� F•t�4M /�JG 3 (AV/ T N# - / 6'"I S riNv . 2.'4 go too AL/m.1 AS g EeaO �2 vow 7 "we/0.27;5% 47 Gur 2 Ev✓oJ n// �v u2 ¢ 01(..02. • DRAWN BY: tc, JOB NO, SHUT NO. SCALE: DATE: CIVIL & STR UR4LIEM1NEEJS LAND 2215 NORTH 30TH STREET, SUITE 210 TACOMA. WA 98403 (208) 303-2422 FAX: (206) 383-2572 C. Egtei.s c 7 K 21 S6 c.olc.e.,o an) 4"6"/ T N d744L. A tpv,c" A .4M Ca idivi 7 fry 2 1 in- r # 1 G hiP /71t — 4t, t.ov L • a. 4 7,o .,S sr ..rmo %IA/ 0A../ /17.L-t10 e245 Ad VOL. z I s a..451--•fi 4 4 tg ^s . .0 Et 744 J4fr46/ i , .1 .r,c4ro •7i/ 141 DRAWN BY: c7 JOB NO. SHEET NO. lie SCALE: DATE: ,4 g lop AHBL CIVIL & STRLCTURAL EAGINEERS • LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (208) 383 -2422 FAX: (208) 383 -2572 I oft_ G maw J 7oi N7 W, / 4 , 6 ■ J _ tf. 4s-6* r r^l 3 77 4 X /4- / / A C✓tw-,) • o/ 3 6 3,4014 72-/ a , 2 9 /P e( 4 f� -', a 1 2.14 -y T. a,:7 / aor ie L g 041 (. 'go, �b a Ada.eya a g'•(f) (-AT t~ ( WWI) ) W .7 ?S OS' _ P ` - . lot- to SA1 /, /SC /.33)' /,S3 < /•e v jg DF - fb c /. 0,3i) _ 1,9 > /. Pto O` ofilt DRAWN BY: I JOB NO. SHEET NO. 7 SCALE: DATE: 2 / / Q s • � AIIBL ! : f4 �' t Go s C•.4d_d EG7'Oti Ca w444,....5 ,.,g CIVIL & SIRLCTURAL QICINEERS• LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (208) 383 -2422 FAX: (206) 383 -2572 eev 34s - (1) : '2.42" o,t,•K PS6 J/MPS "f/ yv4 /4 1. " .71 (4.) 7-414 4,P3 e 2.4;;„ 4v,, /2.0.1,a : V Yl ,3r' "? $,1= /, 4 3 K ',( • rrd) e • 1.7 / w ; goimis7 0 i/6- Pee 0,c•os' 64 OK DRAWN BY: L..7 JOB NO. SHEET NO. / SCALE: DATE: Zit lif0 • AHBL CIVIL & STRLCTURAL EACINF,ERS• LAND PLANNERS 2215 NORTH 30TH STREET, SUITE 210 TACOMA, WA 98403 (208) 383 -2422 FAX: (206) 383 -2572 $e& v .* t 8r oti vy4 PA1/4 2/12 S /M /.ro/N Nti4 /4. !yG /L ic 44/40-r DivC MN 2 CA s/o6- r074(.., 4- 4 . OF 4- I (14-'1 4.67aevir&) P', et491 NEB/ s ?oa vwr WASHINGTON .STATE ENERGY CODE COMPLIANCE CALCULATION coJ5U M ER P)LIILDIEJG RECEIVED • CITY OF TUKWILA FEB 1 6 1990 PERMIT CENTER CRICK : EVENSON ENGINEERS 2719 Rochester St W, Suite 2 "%coma, WA 98466 (206) 5644040 MALL 0048 C),1J 17? g a l 17. 1 V7 ED CEILING/ROOF _ 0,05 1 1'7c1CO (/2 ~ FLOOR �� ,�» 1'79 Gtr �.• F VALUE LENGTH (FT.) F x L SLAB PERIMETER* 0.S 5Gme5 150 BUDGET TOTAL 2214 kIA L.L_ 0048 17? (:J I N I C ) 0 I , J / r 3 o ( " A c e . 1 541 F O, o1* 1'79 Gtr !oZ°i F VALUE LENGTH (FT.) F x L SLAB PERIMETER* 0 S Cte. PROPOSED TOTAL 464 • 21O 'S BUDGET (PER ENERGY CDDE) ASSEMBLY PROPOSED DESIGN ASSEMBLY CRICK EVENSON ENGINEERS 2719 Rochester St. W, Suite 2 Tacoma, WA 98466 (206) 5644040 BUILDI ENVELOPE HEAT LOSS BUDGET U VALUE UVALUE CALCULATION FORM OB: co JsU M Ela CREfD I T 5LJ I 1....Q1 kJG-, BUILDING GROSS SQ. FT. 11 eris AREA (SQ. FT.) AREA (SQ. FT.) To meet the Coda; the Proposed Total swat be no greater than the Budget Total. *Optional If permitted by Building Official UxA UxA • Sketch Building Section here: c BETWEEN FRAMING CRICK EVENSON ENGINEERS 5305 -65th St. Crt. W. Tacoma. Washington 98467 (206) 472.5212 Element R Value Element R Value Inside Air Film ' e.• 0.01 Inside Air Film we G-I We O Ali .. 0 � �t0 5/b I (Op? _.. Garr I ,00 1 S • 00 5 ILL" moor? ar4 Ai _ 1.01_ ?�i4� IIZ ' PAGE c. -iD 1, U • Insulated fraction + Framed fraction •vg. Insulated R value Framed K vsIue C7 23.14 C.al l3L.1 M Eta CR0IT P LO&1 ENVELOPE COMPONENT U VALUE CALCULATION FORM 1. _ 4-4-cto GMLJ kJ /C? FI u.. ..t ()LJ Th IOC- AT-FRAMING. Outside Air Film 237 O I1 Outside Air Film 127TAI. 20. 14 nine' -renal.. Framing Percentage 1 % • Tr O. 10 10.9 4 0'o + o, 00°1 = o. 04e, 0, K, 0 .0615 GLt. emu ')Tlap. Sketch Building Sactlon here* Element 4X5 Ga III Gt dPat,1, 6 J4P G &I14Oei Inside Air Film CRICK EVENSON ENGINEERS 5305 -65th St Crt. W. 'Tacoma, Washington 98467 (206) 472.5212 6 -WLL 1 r .e CRW 1 - r bLi I L✓DI -, BETWEEN FRAMING R Value O. lit . 1J`7 -r2e.q GGL.I *-I I .25 ... PAce 42A 4 34 c ,i'yr.I,IP 0.33 ►JIi41 $z 2 4 11J L, 274 O " 1 13UltT -t)P_ _ F Co. 33_ Outside Air Film _ � 0.11 "1V -rAL ` ll 245. �7 Framing Percentage N1a ENVELOPE COMPONENT U VALUE CALCULATION FORM • Insulated Traction Framed fraction U avg. Insulated R value Framed k vilus • ( = 0.0 U avg. WS/ 4Ll?e2 I r. SURFAc.E. PAJ I L-r -LIP RceP 12-2.4 b1.`f6D Jl; /4 Pt.`f 4.1000 - 1061t7e SLRF►� AT-FRAMING. Element R Value Inside Air Film Outside Air Film . G 01.I6LIMe4: - ozeorr 6thi.471061 ALL CWABLE LIGHTING ACTUAL LIGHTING SCHEDULE WATTAGE ` z3 I 0 ALLOWABLE BUDGET k ACTUAL LIGHTING SCHEDULE • COMPLIANCE GROSS FLOOR AREA LINEAR FT ALLOWABLE WATTS ALLOWABLE WATTS /IF ALLOWABLE WATTAGE Occupancy Group e) q�� 1 7 , 9CJ�� I. ._.r 0.05 3,5(0(0 42.490 .__. 5(• - 7,5 Gross Building Perimeter Gross Parking Area ' TOTAL ALLOWABLE BUDGET ACTUAL LIGHTING SCHEDULE WATTAGE 34£,Z(v SPACE IDENTIFICATION AREA ' ' LINEAR FT C.tv4*1 x i4 , WATTAGE 2. EF4 eF ,4 Pe... 3. PP> s a .6. K. 7... 8. . 9. xi.ertor 10. 11. 12. Building Perimeter Lights Parking Area Lights i rinZi - nA 3 4 d8 zeo 550 12410 G 01.I6LIMe4: - ozeorr 6thi.471061 ALL CWABLE LIGHTING ACTUAL LIGHTING SCHEDULE WATTAGE ` z3 I 0 ALLOWABLE BUDGET k ACTUAL LIGHTING SCHEDULE • COMPLIANCE CRICK 'EVENSON EN GINEERS 2719 ROCHESTER STREET WEST TACOMA,, , WA 98466 QUICK COMMERCIAL HVAC LOADS PROGRAM CLIMATE DATA: DESIGN MONTH AUGUST JUNE JULY SEPTEMBER • JANUARY FEBRUARY WINTER OUTDOOR DRY BULB 87 84 89 79 56 59 21 GENERAL PROJECT INFORMATION: OUTDOOR INDOOR WET BULB REL.HUM 66 64 67 62 52 50 0 50% 50% 50% 50% 50% 50% 50% PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE IN FEET: DEGREES NORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: PERCENT OF LIGHTING LOAD TO COND. SPACE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: SUMMER VENTILATION REQUIREMENTS: SUMMER INFILTRATION REQUIREMENTS: WINTER VENTILATION REQUIREMENTS: WINTER INFILTRATION REQUIREMENTS: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: PEOPLE OCCUPANCY BASIS: PEOPLE DIVERSITY FACTOR: PROJEC CONSUMER CREDIT BLDG CLIENT: ARCH REED /REINVALDRCH DATE: FEBRUARY, 13, 1990 DESIGNER: INDOOR DRY BULB 75 75 75 75 75 75 75 GRAINS IN /OUTDOOR DIFF. CORRECTION -2.38 -7.45 -0.49 -8.86 -13.81 -26.19 0.00 SCOTT -8 -11 -6 -16 -39 -36 C:SPEERY TUKWILA, WA 29.491 400 47 26 100 8 AM 5 PM 0.8 BTUH PER FOOT OF SLAB 1 BOTH HEATING AND COOLING LOADS 15.000 CFM PER PERSON 0.000 CFM PER PERSON 15.000 CFM PER PERSON 0.000 CFM PER PERSON 1.500 WATTS PER SQUARE FOOT 0.700 WATTS PER SQUARE FOOT 10 10 10 230 BTU PER PERSON 190 BTU PER PERSON 1 PERSON PER 70 SQ.FT 100% AIR HANDLER DATA: ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. * CRICK EVENSON ENGINEERS TACOMA, WA 9846 CONSUMER CREDIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * * * * ** GENERAL PROJECT DATA (CONTINUED) * * * * * * * * * * * * * * * * * * ** AIR HANDLER DESCRIPTION: TERMINAL TYPE: SUPPLY FAN TYPE: LEAVING COOLING COIL TEMP. DEG F: LEAVING HEATING COIL TEMP. DEG F: SUPPLY DUCT TEMPERATURE RISE: RETURN DUCT TEMPERATURE RISE: COMBINED FAN AND MOTOR EFFICIENCY: FAN STATIC PRESSURE (IN. OF WATER): ALL DESIGN DATA TAKEN FROM THE 1985 PACKAGED CONSTANT BUILT -IN 55 110 1 1 85% 0.5 ROOFTOP UNITS VOLUME PACKAGED UNIT ASHRAE HANDBOOK OF FUNDAMENTALS c ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. ** cRICK,EVENSON ENGINEERS TACOMA, WA 98466 CONSUMER CREDIT BLDG FEBRUARY, 13, 1990 PAGE 3 * * * * * * * * * * * * * * * * * ** DETAILED PROJECT ZONE LOAD CALCULATIONS * * * * * * * * * * * * * *.*:* LOAD UNIT -SC- CLTD U.FAC SEN. LAT. HTG. DESCRIPTION QUAN CFAC SHGF -CLF- GAIN GAIN MULT. 1. ZONE 1 PEAK TIME 3 PM JUL. ( 116.0 X 155.0) = 17980.0 SF ROOF- 1D- SUSP.0 17,980 1.000 N. WALL -D -D 265 1.000 E. WALL -D -D 994 1.000 5. WALL -D -D 1,276 1.000 W. WALL -D -D 1,065 1.000 N. GLASS -TRANS 1,088 1.000 (H -NS )SOLAR 1,088 0.950 N. GLASS -TRANS 42 1.000 (H -NS )SOLAR 42 0.880 E. GLASS -TRANS 167 1.000 (H -NS )SOLAR 167 0.880 S. GLASS -TRANS 119 1.000 (H -NS )SOLAR 119 0.880 W. GLASS -TRANS 96 1.000 (H -NS )SOLAR 96 0.880 LIGHTS 26,970.00 EQUIPMENT 12,586.00 PEOPLE 256.86 FLOOR SLAB 568.0 TOTAL 8 0.560 214 0.400 100% 3.410 3.410 230/190 72 0.032 41,426 6 0.048 76 28 0.048 1,336 18 0.048 1,102 9 0.048 460 8 1. C5D•Sb 9,574 37 0.720 27,535 8 0.560 188 37 0.720 985 8 0.560 748 214 0.260 8,177 8 0.560 533 142 0.500 7,435 430 7,231 91 ,968 42,918 0 59,077 48,803 301,199 48,803 X 1.10 X 1.10 331,319 53,683 1.728 31,069 2.592 687 2.592 2,576 2.592 3,307 2.592 2,760 59.400 64,627 30.240 30.240 30.240 30.240 43.200 HTG. LOSS 1,270 5,050 3,599 2,903 24,538 142,386 X 1.10 156,625 . , 4: 0. ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. * CRICK'EVENSON ENGINEERS TACOMA, WA 9846. CONSOMEA CREbIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM ZONE SUMMARY * * * * * * * * * * * * * * * * * * * * *; * * *. ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS NO. PEAK TIME & MONTH AREA O.A. CFM 1: ZONE 1 3 PM JULY ZONE PEAK TOTALS 17980 17,980 • 156,625 3853 156,625 3,853 SEN.GAIN 0.A. CFM 331,319 3853 331,319 3,853 LAT.GAIN HTG.CFM CLG.CFI EXH. CFM CFM /SF. CFM /SF 53,683 0 53,683 0 4,204 16,08. 0.23 0.8 4,204 16,08' 0.23 0.8( ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. ; ,CRICK EVENSON ENGINEERS TACOMA, WA 9840 CONSUMER CREDIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM TOTAL LOAD SUMMARY * * * * * * * ** * * * * * * * * ** * *. AIR HANDLER DESCRIP: PACKAGED ROOFTOP UNITS WITH CONSTANT VOLUME TERMINALS SENSIBLE HEAT RATIO: 0.87 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDII AIR SYSTEM PEAK TIME: 3 PM IN JULY OUTDOOR CONDITIONS: 89 DB, 67 WB, 66.18 GRAINS INSIDE: 75 DB, 50% I SUMMER: VENT CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: TOTAL SYSTEM SEN.LOSS: ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW -THRU FAN SEN.GAIN: SUPPLY DUCT SEN.GAIN: TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: 348,757 BT SUPPLY AIR: 348,757 / (0.986 X 1.1 X 20) = ( 16,084 CFM) SUMMER VENT OUTSIDE AIR (23.95% OF SUPPLY): ( 3,853 CFM) RETURN DUCT SEN.GAIN: RETURN PLENUM SEN.GAIN: OUTSIDE AIR SEN.GAIN: BLOW -THRU FAN SEN.GAIN: TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: INFILTRATION LAT.GAIN: OUTSIDE AIR LAT.GAIN: • 331.319 STUN O BTUH ( O BTUH 17,438 BTUN TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: WINTER: VENT CONTROLS OUTSIDE A 156,625 BTUH O BTUH ( 0 CFM) 221,478 BTUN ( 3,853 CFM ) 0 CFM ) 17,438 BTUH O BTUH 58,484 BTUH ( 3,853 CFM ) O BTUH 53,683 BTUH O BTUH ( 0 CFM) -1,262 BTUH ( 3,853 CFM) 378,103 BTU 75,922 BT 424,679 BT 52,421 BT 477,100 BT 39.76 TO :. . ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. *. CRICK EVENSON ENGINEERS TACOMA, WA 9846, 'CONSUMER CREDIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * ** AIR SYSTEM ZONE SENSIBLE LOAD PROFILE * * * * * * * * * * * * * * ** * AUGUST * HOUR ZONE.SEN 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 AM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM 12 PM MONTHLY AND HOURLY SYSTEM 0 0 0 0 0 0 0 239132 256498 272489 287888 300025 312674 319050 321706 318574 312164 0 0 0 0 0 0 0 S JUNE ZONE.SEN 0 0 0 0 0 0 0 243308 261238 277507 293106 305389 318221 324658 327600 324556 318476 0 '0 0 0 0 '0 0 0 0 0 0 0 0 0 248964 266357 282229 297453 309444 322037 328460 331319 328378 322207 0 0 0 0 0 0 0 ZONE SENSIBLE LOAD PROFILE JULY SEPTEMBER JANUARY FEBRUARY • ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 o O 0 0 211812 136294 154200 228954 152376 171004 245025 168103 187045 260720 184099 202942 273161 197013 215608 285876 209634 228334 292137 2.15613 234479 294466 217470 236534 291040 213708 232885 284313 206680 225913 O 0 0 O 0 0 O 0 0 O .0 0 O 0: 0 O o 0 O o o ROOF WALL GLASS FLOOR SLAB LIGHTING EQUIPMENT PEOPLE PARTITION VENT 3,853 INFL 0 DRAW -THRU FAN BLOW -THRU FAN SUPPLY DUCT RETURN DUCT BUILDING TOTALS ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. *: CRICK EVENSON ENGINEERS TACOMA, WA 9846( CONSUMER CREDIT BLDG FEBRUARY, 1 1990 PAGE : * * * * * * * * * * * * * * * * * * * * * * ** TOTAL BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * *: BUILDING PEAKS IN JULY AT 3 PM BLDG. LOAD AREA DESCRIPTIONS QUAN 17,980 3,600 1 ,512 568 SEN. %TOT LOSS LOSS 34,176 9.04 10,263 2.71 85,194 22.53 26,992 7.14 SKIN LOADS 23,092 156,625 41.42 26,970 12,586 257 0 3,853 0 O 0.00 O 0.00 O 0.00 O 0.00 221,478 58.58 O 0.00 O 0.00 O 0.00 O 0.00 O 0.00 BUILDING SUMMARY SEN. LOAD DESCRIPTIONS LOSS 378,1d3 100.00 52,421 %TOT LOSS VENTILATION ' 221,478 58.58 INFILTRATION 0 0.00 ZONE LOADS 156,625 41.42 PLENUM LOADS 0 0.00 FAN & DUCT LOADS 0 0.00 BUILDING TOTALS 378,103 100.00 TOTAL BUILDING SUPPLY AIR (BASED ON A 20 TD): TOTAL BUILDING VENT AIR (24% OF SUPPLY): TOTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM /SQ.FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: LAT. GAIN 0 0 53,683 0 -1,262 0 0 0 0 0 LAT. GAIN -1 ,262 0 53,683' O . 0 52,421 + SEN. GAIN O 45,569 O 3,271 O 69,120 O 0 O 117,960 117,960 24.7 101,165 47,210 64 ,985, 0 58,484 0 0 0 17,438 17,438 424,680 + SEN. GAIN 58,484 0 331,320 '0 34,876 424,680 16,084 CFM 3,853 CFM 39.76 TONS = TOTAL %TO' GAIN GAIP 45,569 9.5E 3,271 0 .6c. 69,120 14.4 O 0.0( 101,165 21.2( 47,210 9.9( 118,668 24.8; O 0.0( 57,222 11.9 O 0.0( O 0.0( O 0.0( 17,438 3.6E 17,438 3.6E 477,101 100.0( = TOTAL %TO1 GAIN GAIL 57,222 11.9 O 0.0( 385,003 80.7C 0 0.0( 34,876 7.31 477,101 100.0( 17,980 SQ.FT 0.8945 CFM / SQ.FT 452.2313 SQ.FT /TON 0.0022 TONS /SQ.FT WASHINGTON .STATE ENERGY CODE COMPLIANCE CALCULATION COIJLJMER 'CREDIT (�jIJILDIIJG RECEIVED CITY OF TUKWIIA FEB 1 6 1990 PERMIT CENTER CRICK EVENSON ENGINEERS 2719 Rochester St. W. Suite 2 : Tacoma, WA 98466 (206) 564-4040 MALL 0. 2.• 1I2- 1 2.7 ft. 1 CEILING/ROOF 0,03 1 790 e• 2,9 asc.. FLOOR shelm F VALUE LENGTH (FT.) F x L Coll SLAB PERIMETER§ 0 . 54 56e) 3C77 BUDGET TOTAL 2214 INIAL.L. 0.045 I 7 1;410C:01,i pxoe. asc.. Irpi -2. • shelm • Pao P 0, (7b5 I Coll ... F VALUE LENGTH (FT.) F x L SLAB PERIMETER§ 0* e, 5 c•tti 464 PROPOSED TOTAL 2105 10! *.• JOB: BUDGET (PER ENERGY CODE) ASSEMBLY PROPOSED DESIGN ASSEMBLY C, CRICK EVENSON ENGINEERS 2719 Rochester St. W, Suite 2 Tacoma, WA 98466 (206) 564-4040 BUILDING ENVELOPE HEAT LOSS BUDGET U VALUE MALUE CALCULATION FORM coOsUmeiz cReorr LJILJ BUILDING GROSS SQ. FT. AREA (SQ. FT.) AREA (SQ. FT.) ifl To moot the Code; the Proposed Total must be no greeter than the Budget Total. 'Optional it permitted by Building Official U x A U x A • Sketch Building Section here: 11.l, i(E RF zxu@ 2.4110.c.. w/ C11-.11 BETWEEN FRAMING Element Inside Air Film WeP *4 o►iR SPAC.e 1.01 15 I x72. CRICK EVENSON ENGINEERS 5305 -65th St Crt W. 'Tacoma. Washington 98467 2067 472.5212 CQI.I 'SL.I M e-ta CR IT BLDG -►, • maxIMI O.e 0. 0. 10 23.14 t In.94 ENVELOPE COMPONENT U VALUE CALCULATION FORM -O OP" Zi Insulated fraction Framed fraction Insulated R value Framed It value Inside Air Filo 5 IV Wary) 3/4",A tQ e. e,'' (A-1J ■••41t) Fit.L. AT- FRAMING • • R Value Element R Value cow,. 5/ to C 40P, .3/4" Itt, 5PA _. y� Gam" Outside Air Film 1 Outside Air Filo '12V1 L. 23.14 -rtrra L. ic7 . 4 14 Framing Percentage 10.4 • 0.0 + o. o0 s 0.04p Sketch Building Section hers: Ch1T6 i r . SI.IK .I.F Element CRICK EVENSON ENGINEERS 5305 -65th St. Crt. W. 'Tacoma, Washington 98467 (206) 472.5212 G O i61-1r1 GgW i c-, 4X5 G 32 "c,.`. AIR dPAGE. h+.'PIF.iJrr G. % Jri Inside Air Film BETWEEN FRAMING R Value • o. lit h 11 0 ,Pr.A.17Eo ceIu 1.2 . PLYIJcVV7 ?PIT _ _ c�l.r L �r-tiJ o amp ez 33 ►. u tz .4 IIJ'U L. 24,00 - lJP.1J suit:T -ay IZOOF O. IA NEMO Outside Air Film 0. 11 TOTAL. zts, S"7 Framing Percentage 1.J! A U avg. W c, ENVELOPE COMPONENT U VALUE CALCULATION FORM • U • Insulated fraction Framed fraction avg insulated R value Framed k value i t1 I L.f.LUP tZ R2Wh'TY 1.it '/4 PL:n..li - 1t�41 SLJRFA( . AT- FRAMING. Element R Value Inside Air Flies Outside Air Film WEEP G01.15LIMR - GR 161 MABLE LIGHTING ACTUAL LIGHTING SCHEDULE WATTAGE Z5 I D !o ALLOWABLE BUDGET k ACTUAL LIGHTING SCHEDULE • CO4PLIANCE GROSS FLOOR AREA LINEAR FT ALUMABLE WATTS ALLOWABLE WATTS /IF ALWNABIE WATTAGE Occupancy Group e) 1 7, J 5C,& 1• 7 0.05 30,540 4-Z420 -- 7•5 Gross Building Perimeter Gross Parking Area TOTAL ALLOWABLE BUDGET ACTUAL LIGHTING SCHEDULE WATTAGE 34BZ,(p SPACE IDENTIFICATION AREA LINEAR FT Cati4l x WAMI55 WATTAGE 1. i✓1!2, !✓F, 2. EF4 , F4 3. PPS 5. 6. K 7. _ 8. 9. x{,e•rrvr 10. 11.' 12. Building Perimeter Lights Parking Area Lights 4$4-1 x X x x x,c � � N04= 174Z4 65 2Oo 5C� 'ZOO G01.15LIMR - GR 161 MABLE LIGHTING ACTUAL LIGHTING SCHEDULE WATTAGE Z5 I D !o ALLOWABLE BUDGET k ACTUAL LIGHTING SCHEDULE • CO4PLIANCE CRICK 'EVENSON EGINEERS 2719 ROCHESTER STREET WEST TACOMA , , WA 98466 QUICK COMMERCIAL HVAC LOADS PROGRAM CLIMATE DATA: DESIGN MONTH AUGUST JUNE JULY SEPTEMBER JANUARY FEBRUARY .WINTER OUTDOOR OUTDOOR IN DRY BULB WET BULB REL GENERAL PROJECT INFORMATION: 87 66 50% 84 64 50% 89 67 50% 79 62 50% 56 52 50% 59 50 50% 21 0 50% PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE IN FEET: DEGREES NORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: PERCENT OF LIGHTING LOAD TO COND. SPACE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: SUMMER VENTILATION REQUIREMENTS: SUMMER INFILTRATION REQUIREMENTS: WINTER VENTILATION REQUIREMENTS: WINTER INFILTRATION REQUIREMENTS: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS:. ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: PEOPLE OCCUPANCY BASIS: PEOPLE DIVERSITY FACTOR: PROJEC : CLIENT: DATE: DESIGNER: DOOR INDOOR .HUM DRY BULB 75 75 75 75 75 75 75 CONSUMER CREDIT BLDG ARCH REED /REINVALDRCH FEBRUARY, 13, 1990 SCOTT GRAINS IN /OUTDOOR DIFF. CORRECTION - 2.38 -7.45 -0.49 - 8.86 -13.81 -26.19 0.00 - -11 -6 -16 -39 -36 C:SPEERY TUKWILA, WA 29.491 400 47 26 100 8 AM 5 PM 0.8 BTUH PER FOOT OF SLAB 1 BOTH HEATING AND COOLING LOADS 15.000 CFM PER PERSON 0.000 CFM PER PERSON 15.000 CFM PER PERSON 0.000 CFM PER PERSON 1.500 WATTS PER SQUARE FOOT 0.700 WATTS PER SQUARE FOOT 10 10 10 230 BTU PER PERSON 190 BTU PER PERSON 1 PERSON PER 70 SQ.FT 100% AIR HANDLER DATA: ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. * TRICK EVENSON ENGINEERS TACOMA, WA 9846 CONSUMER CREDIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * * * * ** GENERAL PROJECT DATA (CONTINUED) * * * * * * * * * * * * * * * * * * ** AIR HANDLER DESCRIPTION: TERMINAL TYPE: SUPPLY FAN TYPE: LEAVING COOLING COIL TEMP. DEG F: LEAVING HEATING COIL TEMP. DEG F: SUPPLY DUCT TEMPERATURE RISE: RETURN DUCT TEMPERATURE RISE: COMBINED FAN AND MOTOR EFFICIENCY: FAN STATIC PRESSURE (IN. OF WATER): ALL DESIGN DATA TAKEN FROM THE 1985 PACKAGED CONSTANT BUILT -IN 55 110 1 1 85% 0.5 ROOFTOP UNITS VOLUME PACKAGED UNIT ASHRAEHANDBOOK OF FUNDAMENTALS • ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. *: CRICK,EVENSON,ENGINEERS TACOMA, WA 98461 CONSUMER CREDIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * * ** DETAILED PROJECT ZONE LOAD CALCULATIONS * * * * * * * * * * ** *s- *: LOAD UNIT -SC- CLTD U.FAC SEN. LAT. HTG. DESCRIPTION QUAN CFAC SHGF -CLF- GAIN GAIN MULT. 1. ZONE 1 ROOF- 1D- SUSP.0 17,980 N. WALL -D -D 265 E. WALL -D -D 994 S. WALL -D -D 1,276 W. WALL -D -D 1,065 N. GLASS -TRANS 1,088 (H -NS )SOLAR 1,088 N. GLASS -TRANS 42 (H- NS)SOLAR 42 E. GLASS -TRANS 167 (H -NS )SOLAR 167 S. GLASS -TRANS 119 (H -NS )SOLAR 119 W. GLASS -TRANS 96 (H -NS )SOLAR 96 LIGHTS 26,970.00 EQUIPMENT 12,586.00 PEOPLE 256.86 FLOOR SLAB 568.0 TOTAL PEAK TIME 3 PM JUL. ( 116.0 X 155.0) = 17980.0 Si 1.000 1 .000 1.000 1.000 1.000 1.000 0.950 1 .000 0.880 1.000 0.880 1.000 0.880 1.000 0.880 214 0.400 100% 3.410 3.410 230/190 a 72 0.032 41,426 6 0.048 76 28 0.048 1,336 18 0.048 1,102 9 0.048 460 8 1,1 9,574 37 0.720 27,535 8 0.560 188 37 0.720 985 8 0.560 748 214 0.260 8,177 8 0.560 533 142 0.500 7,435 8 0.560 430 7,231 91,968 42,918 0 59,077 48,803 301,199 48,803 X 1.10 X 1.10 331,319 53,683 HTG LOS! 1.728 31,06' 2.592 68; 2.592 2,570 2.592 3,30; 2.592 2,76( 59.400 64,62; 30.240 30.240 30.240 30.240 43.200 1 ,27( 5,05( 3,59 2,90: 24,53E 142,38( X 1.1( 156 ,62E (7 S �i ** QUICK „ HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. * CRICK EVENSON ENGINEERS TACOMA, WA 9846 'CONSUMEA CREDIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM ZONE SUMMARY * * * * * * * ** * * * * * * * * * * * *:. *** ZN. ZONE - NO. PEAK 1. ZONE 1 3 PM JULY DESCRIPTION FLOOR TIME & MONTH AREA 17980 ZONE PEAK TOTALS 17,980 HTG.LOSS O.A. CFM 156,625 3853 156,625 3,853 SEN.GAIN 0.A. CFM 331,319 3853 331,319 3,853 LAT.GAIN HTG.CFM CLG.CF EXH. CFM CFM /SF. CFM /SF 53,683 0 53,683 0 4,204 16,08 0.23 0.8' 4 ,204 0.23 16,08 , 0.8' C * *• QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. * CRICK EVENSON ENGINEERS TACOMA, WA 9846 CONSUMER CREDIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM TOTAL LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER DESCRIP: PACKAGED ROOFTOP UNITS WITH CONSTANT VOLUME TERMINALS SENSIBLE HEAT RATIO: 0.87 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDIN AIR SYSTEM PEAK TIME: 3 PM IN JULY OUTDOOR CONDITIONS: 89 DB, 67 WB, 66.18 GRAINS INSIDE: 75 DB, 50% R SUMMER: VENT CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: TOTAL SYSTEM SEN.LOSS: ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW -THRU FAN SEN.GAIN: SUPPLY DUCT SEN.GAIN: TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY AIR: 348,757 / (0.986 X 1.1 X 20) = ( 16,084 CFM) SUMMER VENT OUTSIDE AIR (23.95% OF SUPPLY) : ( 3,853 CFM ) RETURN DUCT SEN.GAIN: RETURN PLENUM SEN.GAIN: OUTSIDE AIR SEN.GAIN: BLOW -THRU FAN SEN.GAIN: TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: INFILTRATION LAT.GAIN: OUTSIDE AIR LAT.GAIN: 331.319 BTUH O BTUH ( O BTUH 17,438 BTUH TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 0 WINTER: VENT CONTROLS OUTSIDE AI 156,625 BTUH O BTUH ( 0 CFM) 221,478 BTUH ( 3,853 CFM ) 0 CFM ) 17,438 BTUH O BTUH 58,484 BTUH ( 3,853 CFM ) O BTUH 53,683 BTUH O BTUH ( 0 CFM) -1,262 BTUH ( 3,853 CFM) 378,103 BTU 348,757 BTUI 75,922 BTU 424,679 BTU 52,421 BTU 477,100 BTU 39.76 TON C ** OUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. * CRICK EYENSQN ENGINEERS TACOMA, WA 9846 `CO,NSUMR CREDIT BLDG FEBRUARY, 13, 1990 PAGE * * * * * * * * * * * * * * * * ** AIR SYSTEM ZONE SENSIBLE LOAD PROFILE ***************** * AUGUST * HOUR ZONE.SEN 1 AM 0 2 AM 0 3 AM 0 4 AM 0 5 AM 0 6 AM 0 7 AM 0 8 AM 239132 9 AM 256498 10 AM 272489 11 AM 287888 12 AM 300025 1 PM 312674 2 PM 319050 3 PM 321706 4 PM 318574 5 PM 312164 6 PM 0 7 PM 0 8 PM 0 9 PM 0 10 PM O 11 PM 0 12 PM O MONTHLY AND HOURLY SYSTEM JUNE ZONE.SEN 0 0 0 0 0 0 0 243308 261238 277507 293106 305389 318221 324658 327600 324556 318476 0 Y '0 0 0 0 . 0 0 ZONE.SEN JULY SEPTEMBER 0 0 0 0 0 0 0 248964 266357 282229 297453 309444 322037 328460 331319 328378 322207 0 0 0 0 0 0 0 ZONE SENSIBLE LOAD PROFILE ZONE.SEN 0 0 0 0 0 0 0 211812 228954 245025 260720 273161 285876 292137 294466 291040 284313 0 0 0 0 0 0 0 JANUARY FEBRUARY ZONE.SEN ZONE.SEN 0 0 0 0 0 0 0 136294 152376 168103 184099 197013 2.09634 2.15613 217470 213708 206680 0 0 0 0 0 0 0 0 0 0 0 0 0 0 154200 171004 187045 202942 215608 228334 234479 236534 232885 225913 0 0 0 0 0 0 0 ROOF WALL GLASS FLOOR SLAB LIGHTING EQUIPMENT PEOPLE PARTITION VENT 3,853 INFL 0 DRAW -THRU FAN BLOW -THRU FAN SUPPLY DUCT RETURN DUCT BUILDING SUMMARY LOAD DESCRIPTIONS BUILDING TOTALS ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. *: Z:RICK EVENSON ENGINEERS TACOMA, WA 9846+ CONSUMER CREDIT BLDG FEBRUARY, 1 1990 PAGE : * * * * * * * * * * * * * * * * * * * * * * ** TOTAL BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * *: BUILDING PEAKS IN JULY AT 3 PM BLDG. LOAD AREA SEN. DESCRIPTIONS QUAN LOSS 17,980 3,600 1 ,512 568 SKIN LOADS 23,092 156,625 41.42 26,970 12,586 257 0 3,853 0 %TOT LOSS 34,176 9.04 10,263 2.71 85,194 22.53 26,992 .7.14 O 0.00 O 0.00 O 0.00 O 0.00 221,478 58.58 O 0.00 O 0.00 O 0.00 O 0.00 O 0.00 BUILDING TOTALS 378,103 100.00 SEN. %TOT LOSS LOSS VENTILATION ' 221,478 58.58 INFILTRATION 0 0.00 ZONE LOADS 156,625 41.42 PLENUM LOADS 0 0.00 FAN & DUCT LOADS 0 0.00 ' TOTAL BUILDING SUPPLY AIR (BASED ON A 20 TD): TOTAL BUILDING VENT AIR (24% OF SUPPLY): TOTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM / SQ.FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: LAT. GAIN 0 0 53,683 0 -1,262 0 0 0 0 0 52,421 LAT. GAIN -1,262 0 53,683 0 0 378,103 100.00 52,421 + SEN. GAIN O 45,569 O 3,271 O 69,120 O 0 O 117,960 101,165 47,210 64,985. 0 58,484 0 0 0 17,438 17,438 424,680 + SEN. GAIN 58,484 0 331,320 '0 34,876 424,680 477,101 100.00 16,084 CFM 3,853 CFM TOTAL %TO GAIN GAD' 39.76 TONS 17,980 SQ.FT 0.8945 CFM / SQ.FT 452.2313 SQ.FT /TON 0.0022 TONS / SQ.FT 45,569 9.5 3,271 0.6c. 69,120 14.4`. O 0.0( 117,960 24.71 101,165 21.2C 47,210 9.9C 118,668 24.8i O 0.0C 57,222 11.9S O O.00 O 0.0C O 0.0C 17,438 3.65 17,438 3.65 477,101 100.00 TOTAL GAIN %TOT GAIN 57,222 11.99 O 0.00 385,003 80.70 0 0.00 34,876 7.31 PERMIT NO. CONTACTED 1 III C` 0,2(r .Lt (init.) : �C� DATE READY DATE NOTIFIED ✓ '�, -(Q0-- 9 0 `J PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING G . _��• �- 3RD NOTIFICATION BY: (init.) - dr PLAN CHECK NUMBER 9o- o(Qo P MENL XBUILDING - initial review Ca FIRE O PLANNING O PUBLIC WORKS O OTHER .a BUILDING - final review REVIEW COMPLETED I BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS 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 19pZ0 OCC. LOAD 138 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. '3-14 -96 ti--.O alb-90 3- 14 q0 ____(ROUTED) / /(/9 0 INIT: r INIT: INIT: INIT: 3 -ZO INIT. Ei r :MATT 6-t k, nK SUITE NO. W-1)1 5 l''0 t ::., Q UIREMENTS / COMME CONSULTANT: ate Sent - Date Approved roved ..................... D t PP t4v4C FIRE PROTECTION: /� S • r nklers ( Detectors () N/A FIRE DEPT. LETTER DA D: l e -pr INSPECTOR: S,/ 2 ZONING: IBAR/LAND USE CONDITIONS? ( Yes REFERENCE FILE NOS.: MINIMUM SETBACKS: N - S- UTILITY PERMITS REQUIRED? () Yes [ ) No PUBLIC WORKS LETTER DATED: CONSTRUCT VN IUK. 1 E38 U = C EDITION (year): 1 W- n SITE ADDRESS SUITE # 6847 S. 180th Tukwila, WA VALUE OF CONSTRUCTION - $ $353,750 PROJECT NAME/TENANT Remodel to Consumer Credit, First Interstate Bank ASSESSOR ACCOUNT # 362304 - 9079 -04 TYPE OF • New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage ® Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New interior partitions, and finishes, new mechanical and electrical systems, re -roof. BUILDING USE (office, warehouse, etc.) Office NATURE OF BUSINESS: Consumer Credit WILL THERE BE A CHANGE IN USE? (xl No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 15,900 Tenant Space: 15,900 Area of Construction: 15,900 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? U No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER First Interstate Bank PHONE 206 -292 -3610 ADDRESS 999 Third Avenue, Seattle, WA ZIP 98104 "CONTRACTOR s & J Construction PHONE 206- 632 -7991 ADDRESS P.O. Box 31132, Seattle. WA ZIP 98103 WA. ST. CONTRACTOR'S LICENSE # Bs Con ** 215D7 EXP DATE 11 -2 -90 ARCHITECT Architects Reed Reinvald PHONE 206- 572 -3993 ADDRESS 201 North I Street, Tacoma, WA ZIP 98403 :> :II: . I . .......... A hfgt .. �!cAM NEC�. THI.S;:�PAiI GAT #OI!�:.A�1�i�NOV�::Tr��:: .. : CIRI ` < SAM . :.: «:::`; >� °`<:'?:':>:':'�:'�`:: ..... ............................... ......... BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE I / dos l DATE 2 / 6- .90 PRINT NAME Venita VanHamme Brown, AI PHONE 206 -572 -3993 ADDRESS 701 North I Street CITY /ZIP Tacoma, WA 98403 CONTACT PERSON Venita VanHamme Brown, AIA PHONE 206 -572 -3993 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 VI'PI IC/I TION A1UST E31 III I FU OUT COA1PLE IEL Y BUILDII 3 PERMIT APPLICATION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL FEES (for staff use only) 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 f:ommunity DPvelopmAnt prior to application submittal. Contact the Permit Coord!nalcr at 133 - 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 architectengineer, 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 Buikirwp Code (current edition). No application shall be extended more than once. If you NeM any questions about our process or plan submittal requirements, please contact Ma Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL O nv 7 .... MERCIAL ......... . . .:.•• • EIICIALBUI1011K1i9/ADIN TIOtift " :.;" •: • '.; Completed building permit application (one for each structure) El Assessor A000unt • .. . Two sets (2) of the • • " " " • • .• •.. • . .. i•• : 0 St:4c4fications .:..,: . ; .; ;.:. .....„;;...........„...;;...;;;,..";:;,..:;.•:. . • ' ... ' .•:.; . •.. „ —.::—: ;; .,....... ..::::::...,....:::::..:)........:::::/„.,.:..:::,..:.....:.::::::::.:::.:::......,......: fl Structural ceiculations stamped by a Washingten1Statallierised. ,.: . engineer. :,''.:: • •::-: • :::::::..."" '. ::::::":":: '''''''''''„;i•..1•.:'11•::::;:::....:.:::*::::!:::::::"...":1:i:::::::::;15,:::::::1•1!:::::::::::::::! E .soo w sreP......:. !tarnPby:i.s W 1 •••''''•::': Topographical. survey :•.•:•;:;:;:•:".;: •,;:::.,:.:::::::::•,:::::•:-::;,::::::::::;::::::::::::::,:::::::::::::".!:::,:;"::'.!";::::::'::••:•::::::'''''':,••': 0 Ener calculations stamped by a Washingt6OStete:lieenied •;".; ..:' engineer•"or, arciiitect:' • ,',•,-:::"..:„ :.•.:.;::::•••::::•;::......:::•::::::::::::::•::::;;•;:-,::,:..:::•;:,;:;:::::•"..".;:::::::;:,:"..':::•; :::::•:•:.,:;; . , , , .:.;..;.....;...,„„....,..;;;„„„:„;....;:::;:.;;•:::;":.!:;,....,!:;•;5..•::::: ; a l dof too us,; stamped .:::',...:::::.'".....•.;;;::::::',....,,,•••..,....,........ ••• . . ;;;.......,. ...;_.;;;.; „... . Lag • by .aWashtngten:SteteliCenSed ar ::::...:::!;•:.:!,,,:::.::::. : 7hi "... l .... 014 ........ ucle ..........'.1•1 - ''''; ..,.. : • Arch it ectural . . , . .:.‘,.... .:‘, .. ,... .... . ., , . it" • drawings • Structu ..:.............:.... . ......, ........ : ..‘ ...,... , : . ,. ..., ,. . • . . rai drawings •.:•••••;.• :::,.:.:,..;.:.:„..„:,;;.: ;;;.,...:;:;......;........;i.1,....:....,......... '' • cal drawings Civil drawings . .... ‘ . .. . ire.. • eLjulthcaP!. . utility iiinilikOP11::• #ti°6...,.:(6!CI!!!.....',:•::::::::".!::,.:.:.:,:;:.,„•;.i:y.:,.;„..... Completed . . 'o ..„„...:.... : ........ Six ():Bets civil drawings ...................;;;;.., ....;;;. arid N°1E.1:.:. .S.... iltliftY ..'••••:,,'. .. •'• ••.....:,.,•„.. sw ,. . ... . . . ......... •:::''''''''..ii.eit0/1 F , !: I .F!:....::;...... ; ....:;: „ .,.. : ::„„ ii ...„,:.....,... ;;; „ :,„;„.,;;;;;..;............. „. ..... .. S .. ....; . ...; f!9. . . • • • . :•..• : •:.'. . . . ....... . . • .;....;;;;..;.„....„;.....;„.,....„......,:.:;•.::::::•.;:....:;.:;-..:;,.;::::::...;...?„:;:,,,:•:::,:.,:::,•:;:.; .. ;::: ,... RACK STORAGE ":::::::',:::":: :::::..;•'•:::::•:•••:•••'. • •::::::•:•:•::•:::::....."::::,..".,••••:::".:',.•:";;•:::;:,.::::::','""•.:::::::::::::::::::;:::;:,....;:;:":":;,:::::::;::::::::, E .. p om pl e ted building permit tipPlicatiert:::::::::::".::::::"A".•::,:::::::::::::::::•::::.:'':::::::',.•'''''.',.'.;•i;:;:".:•';'":',...:::..••''':.:::::::•:':".::1::::::.: .... .. ; ' •• ' ' - • • ....... •: ::.•-...,, ,,,, 1.':.:.:.:.,:.,• - ' ' • ..,•••..........:„...„.::::;::::.;,:.,--„,.. {:::1 Assessor A ••••,.....:•. :occtUnt NUmber„: ;•':::::,:::;' Tv4 t 3i i?):l!:::•;..::•.:..... ...„:„.„...... showing fl ... '............-.. : .....:.::::,?':': Building ..... fl pl .....„.......; -; rum-, wil . .., ::: • • . .• O .::,:„...:::„. ••Exi!e doors Dimris106 ...........; ........ ......._.• .....:, _ Tenant space floor plan !. . .......... , ; ....,....................‘ il.!. * . ::'•!:E'•••••• ..........::.,.....:.: . - ---' ' ' '::'''''''''....... • -... i.4*°'.4;: d!)' and - • • ..... ' • op' idim„ 0 0 1 9.0. ... ...f:.9. :,......... , .. Washington sit tf. liter ,nc ":•NOT.E.,:.„ w ays on El Sti pion, . . rili4skItipns by a We .":' . tneetr.(radt.sb?r.R, 8 a ..„.•:;.;;.•,.........: . :•:, . : . ;.....;,,,, .,. • • — . . RESIDENTIAL . .. ... . . . .. „ . . . NEW SINGLE-FAMILY DWEWNG8/ADDITION5 :•;•:: . Completed building permit application (one for each structure • • OesCriPtion• E Assessor Account Number. Two sets (2) of working draWinge;whichinclUdet,:„ • • • : • !,Foundation plan •••■• Reef :Plan '• . . • Building elevations (ell • Building cross section . .................... ... , .:::'' framing plans ;::•::•"•:::.••••:';', ;•'•-• • E :Wi State Energy Code data ..;. .„ ;,.,.;.;.• ; ;;; [J completed utility permit application • • ; ••.; ; ..•:, . • .Six (6) sets of site plans showing utilities • • NOTE: Building site plan and utility site plan may be combined, See • :•utility pen* application and checklist for specific submittal oiquirements. . : Ackllianal . topographical and soils information may be requited it unique •.. • SL CHECK.IST COMMERCIAL ktfdiANii*p: IMPROVEMENTS Completed __,- tpspace • •• • : tenant) 148ir • construc ‘. fl Two (2) sets of Site plan tena i Overali building plan , u Pa rking ... Exi.n • • Use of adjacent (common WOO tenant Overall •dimensions of building:or:SO:tare foo tage "r Plan-ol.Propose• tenant space Tenant space eo;eCh.; . . . . • NExtilt doors, exi sting to be demolished Censtructiort details . • 1.: • • :: • Cross sections showing wall construction and me th od eV: • • attachment for floor and Ceiling.. ..; ; . . • :. ;;; • .• ••• • • • Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2. sets) •• , ;, NOTE If any utility work Is to be done, submit separate udlity permit ePpliCatiOn and plans.' • :•: • • • . . • : . . . • . . •••••.••••••••••••• • ... . for eacstructure) ; • . " • ;.• • . .. • , . • • • • .. • ior • •• ; • Two (2) sets of working drawings, which indud ■4fft"",:;••••••••::f• .. ••••• . ; , Site plan • Foundation plan ,r p1qn • . • .•.;••••••••'. • Building elevations (all views) • Structural framing plans 'E II any ur work Is to be done pro utility permit . Roof plan . s' • • Build • . ............ . • • • Completed building permIt . • • applica ; • .. . . ....• • ••• • • NO.'f • PRE-APPLICATION FILE NO PRE - APP 027 - PROJECT: First Interstate Bank MEETING DATE. 10 -25 -90 TIME: 2:30 SITE ADDRESS: 6847 S. 180th ST CHECKLIST MAILED TO CONTACT PERSON (date): 10 -26 -90 INITIALS' DLM STAFF PRESENT NAMES /TITLES X X X Ell Parks & Rec. Police C Permit Center Other 13 Building (433 -1851) Duane Griffin /Building Official Fire (575 -4407) Matt /Fire Plans Examiner or Nick Olivas Assistant Fire Marshal Planning (433 -1849) Darren Wilson /Assistant Planner Public Works (433 -0179) Phil Fraser /Senior Engineer Ross Heller /Engineer (433 -1847) (433 -1806) (433 -1851) Denise Millard /Permit Coordinator ( - ) APPLICANT /REPRESENTATIVES PRESENT Contact Person: NameBill Parretta Addre;, ?01 N. 1 t Rick Beeler /Chairperson (PREAPP2, 1/90) CITY OF TUKWILA 59 ( PRE- APPLICVTION PROCESS MEETING ATTENDANCE RECORD Company /Title Architects Reed Reinwals Tacoma WA Zi 98403 Phone 383 - 2422 Others Present: Name John 0 Carpenter Company /Title First Interstate Bank Address P.O. Box 160 Seattle Mail Stop S26 Zip 98011 Phone 292 - 3610 Name Larry Johnson Company /Title A.H.B.L. Engineers Address 2215 N. 30th St Ste 210 Tacoma Zip 98043 Phone 383 -2422 Name Mary C. Joyce Company /Title First Interstate Bank Address P.O. Box 160 Seattle Zip 98111 Phone 292 -3577 Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Application forms, plan submittal handouts and other reference materials are enclosed for your use. If you should have any questions regarding the permit process or would like additional forms sent to you, contact the Permit Center at 433 -1851. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER PRE - APPLICATION FILE NO. PRE - APP - 027 9 €PROJECT: First Interstate Bank'OFfice `Bldg. MEETING DATE: 10 -25 -90 [21 l�^ C Ai iiiiPRE-APPLICATION CHECKLIST TIME 2:30 SITE ADDRESS: 6847 S 180 BUILDING DIVISION 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code, 1990 Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). Comply with Washington State Barrier Free Code, 1990 Edition. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be Included on plans. Normally, no site work will be allowed until erosion control measures are In place. . 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: Firr ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277- 7272). M PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). 17 KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools/spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. 19. 20. Checklist prepared by (staff): •\. r - j - t 0- Date: 1 G - �� - 70 CITY OF TUKWILA ( PRE- APPLICATION CHECKLIST DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 8300 Southcenter Boulevard, Tukwila, WA 98181 Telephone: , (208) 431 -3871 CDR PLANNING DIVISION - Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) F4 2. Obtain the following land use permits /approvals: Boundary Line Adjustment C - - ri/- drd44, - ;/ Rezone Q Building Site Improvement Plan CjI Shoreline Management Permit () Comprehensive Plan Amendment (—) Shoreline Management Permit Rev. S‘ Conditign i Vs , ermit ti` -- 7`d'' ( ) Short Subdivision '� Design Rev �f / ,'f 7` c ;4 y7 � Sign(s) Design Review - Interurban ac -,- Subdivision --- - l z cCc S I/ i Envi nmental (SEPA) C-. /c• / %.r (—) Unclassified Use () Planned Mb mint n Variance Q Planned Residential Development () Other: 9o�� r'-e7/1 c ,�G r ,-=4reYri rc Zoning designation: Site located in sensitive area? El Yes JjNo m ' Minimum setback requirements : Front: 5 Side: -- - Side; _.___' .Rear: 5 Maximum Building Height - (Z/6 Height exception area? [l Yes I21No Minimum parking stalls required: 7 /l 95P Handicap stalls required: / /oa z fp 3u No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minimum landscaping required: F'ront: I S Side: -- Side: Rear: Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). El 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 0 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 4 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 0 i 13. � ,'S7.4-re ' /(//e-.5 /)«.:;,':,-- i j ; -10 � /��ta�c .r�r et.�c.. r�f l�Q A'r �ri,--/zc.�'S F - 1 14. / /i//•cr'r /' '/, aJ r C L!r /1/4/k Ei 15. 4 ' ' /7Y(ri 6 / .af/ r s'< < E2, / : k 4 r '5 ik - er cei 0 /lrl W/ El 16. /,€ lvtA•/ v ir ye, G) �l')• t- �.� / »lr Cc / l li�'.S Sa' e,7 t? , f l!K'/ r / / 17. �' ��0 ><;Yrir, <( ) (6/Ik) i:- 5 ( fr /c y C „r /fir c /lr.zv (- 6ii �; h/,y ��eLCe, E ll 18. dz. /t 'Got ino(ied n/iiv y �r^�i / -rvl /s/ j -” -/ PI; . YF : < -1 - v'lL rcu-(4r El 19. ,c i�cc / , - • •.l c ; - , -, , K-' /a 4 / a o s-c Aa7r ❑ 20. bG" e *, C�'cd7 , L G'G � c 'r_�' / � :'� � c / - /C -��C.s� il tt'GCA' Checklist prepared by (staff): Date: !0sf4e3 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE- APPLICATION FILE cPROJECT 3 first xtrtersi~�c rank .Offi Bias TIME: 2 ` SITE ADDRESS: 681 +7 5 180' MEETING DATE: ro -z FIRE DEPARTMENT - Construction Information 7 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #729) d. . n 5. r 6. Hose stations are required. (City Ord. #1528) C 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. 2/8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) E 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. r 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and/or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) E 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 7 Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) Maximum grade is 15% for all projects. PRE - APPLICATION CHECKLIST 17. Adequate fire flow availability will need to be demonstrated for this project. 18. .3pt«»k/ei' Je..I y i) - /Th/)n lira/ nrdum/ 4a.4fA'D Elie, / Via; 44'44 Checklist prepared by (staff): r,L(OLia -- DateLl/z0 6300 Southcenter Boulevard, Tukwila, WA 981E Telephone: (206) 431 -36; • CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 12. Other: a. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover Hood and duct inspections a. Installation b. Trip test Spray Booth a. Location b. Fire protection c. Ventilation d. Permit Flammable liquid room a. Location b. Fire protection c. Permit PRE - APPLICATION CHECKLIST MEETING EADDRE FIRE DEPARTMENT - Inspections Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Fire alarm a. Acceptance test b. Fire Dept. approved plans Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Fire doors and fire dampers a. Installation b. Drop testing Fire final a. Fire Dept. access b. Building egress and occupancy c. Hydrants d. Building address 8300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431.3870 e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans e. Fire protection systems: (1) Haton systems load (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers b. e c. f d. Checklist prepared by (staff): Date: /6",:/fr CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 1. (W) Channelization /Striping /Signing () Curb Cut/Access /Sidewalk () Excavation (public) (J Fire loop /Hydrant (main to vault) ® Flood Zone Control T 6 "!pl " ` ' ( Hauling (2.000 Bond. Cert. Ins.) (?) Landscape Irrigation CD Moving an Oversized Load (?_) Sanitary Side Sewer E 18. C ❑ 19 C s_ 20. 16 'PR.o P onTt a,r.wrt, - fi FF1c.. s - noy % Checklist prepared by (staff): / `. PRE- APPtTCATION CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98181 Telephone: (208) 431 -367L 0 -25- SITE ADDRES :. s L o PUBLIC WORKS DEPARTMENT Apply for and obtain the following permits /approvals through the City's Permit Center: () Sewer Main Extension (private) Fp Sewer Main Extension (public) Storm Drainage Cr) Water Main Extension (private) ( ) Water Main Extension (public) O W Meter (exempt) Water Meter (permanent) ri Water Meter (temporary) ? (R) Other: Cimro m t Flu_ ?UT R.t.c,wi tz ic r. v v t7.. S d C.:-1 . Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. U 4. Water and sewer assessments may apply and will be determined during the utility plan review process. �{ 5. Provide sidewalks per Ordinance #1158 #1217 and #1233 or obtain waiver S', 180 ST. (PrA lt.C.. Qu l1 n]ULst�oN MMP Nw 3� 3 �t k11 N1 CO 1' c s Pct- 151‹. 7. Provide erosion control plan as part of grading /fill permit application. C 8. Identify building elevation above 100 year flood elevation per FIRM_ r IRM nil: ps (use NGVD datum and recognized benchmarks). E.E. E.E. /4 b ABo ver> 1.1) 1.1) e I o u 717 T o v cro∎.M i Nts APPrth oto T ScoP A: RLV t kw 9. Provide traffic analysis /trip generation study for: vo/ R.o N CAMk�'G1N ( cm-I ri t2A L�`33 - 6 1 - 79 . - i ■F AkLL tva-) �` Prsiu " ►zz 4UUrm ttivt s urr r o - tae M 4-0MP k 10. Provide developers agreement for: vun w r 1141i tt-rrtir ma icrc D ta).�A4i�£'t'ML'NT r Se tzr 11. Provide the foliowin eab 1) trTs ements and maintenance , ► r p t > c ta\stay .) Wv to e R.At I1.S . . CMUNT' 3v mtv- - cooko W /`TI�.�,1 *tabs" P1Y•z P�1t�%. 1i mots P o 0) MAL VT S. 18 n• Lw/ ST-LS) SIDq- Lit A L L1Ntc Ao'K ritzty. S. l 12. vide ater /sewer availa 'lity letters or certificates from districts serving your development. ( PRA., A�rv� is i s 13. Obtain Metro Waste D a permit or approval (684- 2300). 15q 14. Co plate Industrial Waste Survey and return to Metro (self addressed and stamp provided). ( NA1s I - 0 FIv PLt(•9TtoN ,) C 15. Review the following City Studies when designing your project and preparing your plan submittal: Cr: S ef-rftEL:(I!-.� �'1ZOJ C�clrt>d~'13►ZauE�t�-- 4y -3�Sa) 16. v �'Ro�tcr -(Roves C mt �iJ7`t> iLt �J33 6. Provide Hydrolo - Geotechnical analysis. Fdt1- F Tc M . T FC P REpuakE3'AVY\TS (- T�cN1ti�w OF v Ps z P1'NE. PRuJ�t7 - rc ASSuNL CA NNA A,LQ l '4 ? 17. • A ►I • t . L •t7/ 'R .i C,e -To - tt ►lt_ {'I to A-Lc s 1 ssuL% • (.43 ?) s WW1 of Act s2404 ML 't4( fc. v. u P INFIu! mom guI N�� w 11L t rb -ni n,9 -- 14 -a a. wl w \h t 'R ug-t Fnaw�. e3mlavrs r W W v• V WTtoP Date: to/D519 0 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE - APPLICATION CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 POLICE DEPARTMENT Design for crime prevention too often conjures up images of protected fortress environments with bars on windows and guard stations. Most would agree that this form of protection is undesirable, and history has proven protected environments not to be free of crime. Crime continues to exist within the walls. Crime - related studies have defined crime as behavior stemming from "desire" and "opportunity." To discourage desire would involve the redirection of social values. Social values will not be altered simply through the design of our environment. However, "opportunity" is directly related to the design of our environment. The opportunity (or invitation) for crime can be greatly reduced through physical design and site layout. Considerations for crime control must be included at the project's inception. Where hardware after - thoughts have been too heavily depended upon, crime opportunities have continued to exist and crime prevention has failed. PERFORMANCE STANDARDS 1. fl a Concept of Defen ible Spae should be employed to reduce opportunities for crime. "De- fensible Space" is a term used to maximize resident control of behavior, particularly crime. See Enclosure #1 - Defensible space. pi 2. Parking Layout: Parking for residents should be located so that distances to dwellings are minimized. These areas should be easily surveyed from adjacent areas and windows. Areas particularly vulnerable to crime should be well lighted. 3. Orientatioaof Windows: Windows should be located so that areas vulnerable to crime can be easily surveyed by residents. I 1 4. Location of Service and Laundry Areas: Laundry rooms should be located in such a way that they are observed by others. Windows and lighting should be incorporated to assure surveillance opportunities. Mailboxes should not be located in dark alcoves out of sight. '5. Barriers to Police: In semi - public and semi - private areas, barriers which would hinder police patrol, such as confused parking patterns and tal� I shrubs, should be avoided. T- Identity: A system for identifying the location of each residential unit, storm or industry upon entering the site should be established. Site development which does not properly identify buildings will allow the criminal additionaLime while police locate the scene of the crime. The systems oul a easy to understand and obvious to the newcomer. !/ I 7. Hardware: Reliance solely on crime prevention hardware in lieu of other alternatives should be discouraged. The Crime Prevention Unit should be contacted for information regarding correct hardware usage and /or see Enclosure #2 (Tukwila Ordinance on site hardening). �B. Lighting,: site development should utilize lighting prudently. More light is not necessarily indica- tive of better and safer lighting. Lighting levels should be carefully selected and oriented so that points and areas vulnerable to cnme are acc eW {--9: Landscaping: Plant materials, such as high shrubs, should not be located so that surveillance of semi - public and semi- private areas are blocked. This will provide the opportunity for crime. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. Checklist prepared by (staff): e/) / Date: /0 - ? l0 REMODEL TO CONSUMER CREDIT F3 Fi ,,TATE TUKWILA, WASH. OWNER FIRST INTERSTATE BANK • 999 THIRD AVE. SEATTLE, WASH. 98104 206-292-3610 STRUCTURAL ANSI, INC. 2215 NORTH 30th SUITE 210 TACOMA, WASH. 98403 208-383-2422 2 et. ARCHITEt, ARCHITECTS REED REINVALD 201 NORTH I STREET TACOMA, WASH. 984V3 206-572-3993 MECH. 1 ELEC., CRICK / EVENSON ENGINEERS, INC. 2719 ROCHESTER STREET W. SUITE 2 TACOMA, WASH. 98468 200-664-4040 L. _ 1, , 4 - =7_ =4 (oveiz ' f‘ 4 1, -/ftib`i ) T 6E.f. 51AL., falt rtzmidLf 449 -T;AE.E 0V , Z i 1"..:YiPos... / / 16 6 4N9 6i? - 1 " `--° " 1 1 I 1 6 it :Wr 11 - rs , 14sut,..avrinr4 - 00d46 gat* r2e44 ept.h.f. r.;Ak.1)? OM IL 1 pt-pe-ihk, /5. - r", Pri0 Y „ i ALA- -ro Fa 0-4' 6 e. merAG, cAzietl, A4-io fg'4 rox Reil.ISTALL.Ariod; txciAltvlikf avtgeo eAhlorte.e. Aka reet-Sovd. Vcr.-.1 sk4 re, eviivir.). 0U-141+4:f .e 4A410 F4r•lavt.- %.4ANIrA:416 SL-eeeegs At4r7 atirgrSC, PL-144,a90 ALL extro AriS rst gemovv). Fer-twe., ge""et ALt- .. r9tz5 cr optai, Asio ookokPCUTtl, Vs-C PL ealZ PtAist raZ ocvjsiSfel)'r 1.-oc.A1 UILDING FOR AN AV - (--r/Ertetto LExNe.lz. ga'Or . . _ (414 ove.14 r (ov,s6 (-14.1-14.1A) 6 t---Nevt./ F4e41 FLAebHtN46 ARO c 4. c.abkv Voz stgovr CH/ 1. rgA111 2 . 1 Pl%11.4(2. R.EN1aI.4 E",><P.,r1K44 r-J.61-4,N4.0S 1- ACt'op. /..& rog. 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'5•r rorz Th'pV,42.L, °RES Prl 4'64 19A-IgSeNr 0 2 1=' 1 N ; ,. , 1 44‘rtur CODE INFORMATION BUILDING AREA 15,620 Existing 280 New ZONE: M-1 OCCUPANCY GROUP: B-2 CONSTRUCTION TYPE: VN, Fully Sprinklered PARKING REQUIRED 40 PROVIDED 60 + 1 (HC) E 61 LEGAL DESCRIPTION The land referred to in this commitment is located in the State of Washington, and described as follows: PARCEL A: THAT PORTION OF GOVERNMENT LOT 4, SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N. , IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 36; THENCE SOUTH 0919'01" WEST ALONG THE WEST LINE OF SAID SECTION 36 A DISTANCE OF 1,320.01 FEET TO THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 4; THENCE SOUTH 88°04'53" EAST ALONG THE CENTERLINE OF SOUTH 180TH STREET A DISTANCE OF 431.81 FEET; THENCE SOUTH 01 WEST A DISTANCE OF 36.00 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 88° 04'53" EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 257.94 FEET; THENCE SOUTH 11 EAST A DISTANCE OF 70.94 FEET; THENCE SOUTH 07°39'54" EAST A DISTANCE OF 50.09 FEET; THENCE SOUTH 09 EAST A DISTANCE OF 50.02 FEET; THENCE SOUTH 19 EAST A DISTANCE OF 39.16 FEET; THENCE NORTH 88°04'53 WEST A DISTANCE OP 353.52 FEET; THENCE NORTH Or55'07 EAST A DISTANCE OF 155.00 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, AN )RC DISTANCE OF 78.54 FEET THROUGH A CENTRAL ANGLE OF 90 TO THE TRUE POINT OF BEGINNING. I \ 1 - • 1 1 . 12 TR T -6-1bt.i 0 T. Ar - 1 -111.T i.46..5 ) 1 1 '1 e: '4 • 15,900 TOTAL T - Ts esloAsL.1..:5 rilJE FAEEINEE2 (Ns. C7,'" .10 NOT7: If the microfilmed document is less clear then this ncticc, it is cue tc the cm)lity cr the cripinpl c'ocurnent. LIST OF DRAWINGS Al COVER SHEET/SITE PLAN & DETAILS D1 DEMOLITION PLAN A2 FLOOR PLAN A3 REFLECTED CEILING PLAN A4 DOOR SCHEDULE, FINISH SCHEDULE INTERIOR ELEVATIONS/DOOR DETAILS A5 EXTERIOR ELEVATIONS/WALL SECTION/ DETAILS A6 DETAILS El DEMOLITION PLAN - ELECTRICAL E2 FLOOR PLAN/LIGHTING, FIXTURE SCHEDULE E3 FLOOR PLAN, POWER & SIGNAL E4 PANEL SCHEDULES, DISTRIJUTION DIAGRAM M1 DEMOLITION PLAN - MECHANICAL M2 PARTIAL PLUMBING PLAN, SCHEDULE M3 REFLECTED CEILING PLAN M4 FURRED CEILING PLAN, H.P. SCHEDULE E5 PARTIAL SITE PLAN county of King, 1 •.: 1 G+2, 2. 1. 2.0 . 0 v414(. K ,)r \ "jc_ LA2..■ r 5 1 ,1,„ j 11 4p6,647 PAR 1A Fx.6 w/ 0 Huff 4" et_ HO FRIN PIS.11-4115-13 rOerrINC4 . • . ilii !II'. 11 ; ;H ilwi E1 1111 1 1 1i1 11 11 11 11 11 11 1 11 1 11 1 11 1 11,111i 1 , 1111 111 1 111 1 11111 111,1 7- • • i 1 I '1.1'1 ;'■ • , 1 1 , A . ,7 9 10 11 12 r‘, GC. 0 EA 81. LI. 9L gi IA 01, 6 8 L. '0 0 11116 1m16 r z S. - .41ErA.L, VICINITY' MAP I n HANCICAP 1A& E unatovand that FthieLFECOPY he ck approvals are suttiscl V errors and and approval of plans does nn authorize the violation of any adoWad code or ordinance. Receipt of contrartort copy of aperov. I Fare knowled d. N„ Date /V I P Permit No 1. C.41•ErE- s fr 1 . 11 • 0., izoo 1;(;E, (9 4 t"4 Co X Lir X 1 I / Is/sit,10 4,11 .3! KE Pit:A.014o MRKINeg =61404 w/ - r- . #441ATI Of; ACre..466 wr - 4.4VV e'Ar. 1 CITY OF TUKWILA APPROVED 73;i) 1.1N,I9N1FION RZCE!VED CITYO FA V323 PERkiliCENTER LEGEND or:Flom [1.7 CPT CLG CMU CONC CONSTR CONT C.T. DF DET. DIM DI SP DS EA ELEC E0 EXIST F.X. FOIC GLB GWB HM HC HT HAS MECH MFR MIN MDO O.C. N PT P.LAM PLYWD PR PREFIN REQ'D RB S.C. SIM SO SUSF S&L W.D. W/0 ROOM TITLE ROOM NUMBER '0' BASEMENT '1' 1st FLOOR BUILDING SECTION SHEET NUMBER WALL SECTION SHEET NUMBER SHEET NUMBER DOOR NUMBER INTERIOR ELEVATION INDICATOR ABBREVIATIONS ACT Acoustical Ceiling Tile ALUM Aluminum A.F.F. Above Finish Floor 13D Board Carpet Ceiling Concrete Unit Masonry Concrete Construction Continuous Ceramic Tile Drinking Fountain Detail Dimension Dispenser Downspout Each Electrical Equal Existing Fire Extinguisher Furnished by Owner Installed by Contractor Glu Lam Beam Gypsum Wallboard Hollow Metal Handicapped Height Masonry Mechanical Manufacturer Minimum Medium Density Overlay North On Center Paint Plastic Laminate Plywood Pair ?refinish Required Rubber Base Solid Core Similar Square Suspended Stain Lacquer Wood Without AMERICAN INSTMAJIS Of ARCHITECTS COVER SHEET/ SITE PLAN/ DETAILS ARCWEFTS REINVALD 201 NORTH 1 STREET TACOMA, WA 98403 206 572-3993 REMODEL TO • CONSUMER CREDIT BUILDING FOR FIFISTt INTERSTATE BANK TUKWILA 2/15/90 ' . . E l tRIITTECTS REED REINVALD N 0 d 111111 1111111111r" - " Pa r 1 I 11 e GO t• • • ED aromp r nlit ix N „ rt Le-1 ej a ' • 4 t N A - t t 0 40A A 0 t1 tip 5 1 d i. 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