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Permit D2000-334 - GRADING PACIFIC - OFFICES, RESTROOMS AND DOORS
GRADING PACIFIC 18338 ANDOVER PARK WEST D2000 -334 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 352304 -9018 Address: 183 ANDOVER PK W St: BLDG Suite No: Location: Category: AWSE Type: DEVPERM Zoning: M2 Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: LAPIALk008J8 OCCUPANT GRADING PACIFIC- Phone: 18338 ANDOVER PK W, - TUKWILA, WA 98188 OWNER LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200 PO BOX 88050, TUKWILA WA 98138 CONTACT BARRY BENNETT Phone: 206 -575 -2000 PO BOX 88028, TUKWILA., WA 98138 CONTRACTOR LA PIANTA LLC Phone: 206 -575 -7000 PO BOX 88028, TUKWILA WA 981 * k k***' k* k**** k********* k k********** k* k*• k• k* k***: k k: k k*• k k* k k** kk **kk *k•kk:kk **** *k * * * *** Permit Description CONSTRUCT OFFICES AND RESTROOMS INSTALL TWO OVERHEAD DOORS. * k k**• k****• k* k*****' k******* k*** k*** k***: k* k* k **** *** ** *** *** * *k** *** * ** *** .** *kk** *•kk•k Construction Valuation: $ 34,250.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Size(in): .00 Flood Control Zone: N Hauling: N Start Time End Time: Land Altering: N Cut Fill: Landscape Irrigation: N Moving Overs ized Load: N Start Time: Sanitary S i d e Sewer: N No: Sewer' Main Extension_ N Private: N Storm Drainage: N Street Use N Water Main Extension: N Private: N TOTAL - DEVELOPMENT PERMIT.FFES:. 4 Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: WAREHOUSE UBC: 1997 001 Fire Protection: SPRINKLERED North: .0 South: .0 East: .0 West: .0 HIGHLINE Sewer: SEPTIC Slope'_: N Streams: (206) 431 -3670 D2000 -334 ISSUED 10/23/2000 04/21/2001 End Time: Public: N Public: N k*k: ***k* ** ** kick* *kk* * * *kk **k * *•kk * * *k** Eck* k k***** kk k* k* kk kk* *)k*k *k * *'k *•k**kk * *•k * * **k;k 816.71 ** k* *** **** k* kk* k k***A k k k* k k ** k *k *k* k * * ** *•k** k*** * * ** k ** kk *•k k *kk* * ** k * *k*** k ** kk* ** k k i44 Date: 10"" I hereby certify that I have 'read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting :of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I ani authorized to sign for and obtain this development permit. Date: /DI3La • This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. i.i ► Y t_'t 1IJl.IN1LM Address: J.8342 ANDOVER PK W Permit. No: I:'Luuu --,sjy ;i te: i enanr.: Status: ISSUED Noe: t'EVFEt~M Applied: 10/12/2000 UOu Parcel # 352304-9018 Issued: 40/23/ 2000 kkk•k Akk*** k* k• k• A•*. k*• k• k• kkk**• k*• kk• kA** kk• k**** kk• kk* khA A*kk•Ak•kkkk* ** *k*kA`k•k*kkkA Verrni:t Conditions.: 1 . No changes w i l l be made to the plans unless approved by •i:'naineer and the f.ukwi la Qui ldina Division. Any new cei i ina q rid ,anti l ight t ixtur e i s.tal lation is required to meet -l°ater^a`1 requirements for 'seismic Zone ;Partition walls, attached to cei ling; grid trust be 'braced if over eight ( 8): feet in length. All conat6oCtion =to be' done.: in conformance: with approved ;plans and requir em'ents ,;of the Uniform `13u;i,1ding Lode ('1997 Edition) a s amended Un i for lylechan i ca 1 Code ( 1997 and 'Wash naton State Cnerg_y',Code (1 997 Edition) PlumbAnq.permits ; shall, be obtained' through the-Seattle-King, J.":00nt.v! Department of , P ib 1 i c `;liea 1 th Plumbing will b'e. i nsue :ted,,.hv that ;agency, including a l' I gas piping ':(29.0,44722).: .Va1 i 11ty of Permit:, The issuanceof permit or appr ;plans, speci t i cat i'ans, and comoutat ions shall not , be con - strued to be a,permit f'or or an; appro.val of, any violation of any of.: the provisions. ot,, the building- code or' of: -any' ot?her ord1nar ce,,.or the ,.iur isdict,ion.` No "Permit presuming: t 191V authors i tv tiry.,. v:i o' code; shall :' be;. va l • Electrical ' permi is Shell be obtained;" th.rouah. the •Weshinaton;` State, Division of Labor and Industries and all a le'ctrical 'wort: wi 11' be in 13 spected' by that aaencv (24-6630) • There 'shi;,i 1 be no occupancy of the. bu i l d inq ('s) until the f nat....4nspection" been coma feted by -the Tukwila Building: • ,.inspector, 9. A CERTIFICATE ';OF OCCUPANCY WILL BE RE UJRECa FOR .TFFIIS' PERhi;TT. , 10. All mechan ca l`' she l,1 be under separate permit issued , b_v the City a,f ,Tuk wi'l.a. .A 1 1 permits, inspect i on records, and approved t lans s ha l i be ava i Tab i e at . ..,the. job site briar. to the start of any. struc,tion. These ;documents are ;to; be , maintained ,and avail- able until final Inspection auproual is granted. Engineered truss draw.inos and. ca l cu iat ions. "sha 1 I be on site and available to the bu i i di riq • i nsoec tor' 'or inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. I.h:ereby certify that I have read these conditions and will comply w i t h them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating construction or the performance of work. �n�ed 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CITY OF TUKWILA Address: 18338 ANDOVER PK W St: BLDG Suite: Tenant: ti Status: ISSUED DEVPERM 10/12/2000 Parcel #: 352304 -9018 Issued: 10/23/2000 ** k ki***k• k*k• AA •*•kk•kk•k•A* * **•kk*k•kkkk *k* . *•k**•kV4*1.*•k**k*•k** ,k•kk•k*•k***** * *k *A *kk Permit Conditions: 1 .Na changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. Any new ceiling g iii and; l=ight~ fi-xture installation is required to meet late bracing requrrements`,for Seismic Zone•. 3. Partition walls >attached, ,to :cei l inq grid inUst be 1'ateral ly braced if over eight (8) feet in length. All construction to ; be done in , conformance 'with approved plans -and requ i of' Uniform Bui l d i ng; Code (1997 Edition°)r as amended,; Uniform Mechanical Code (1997,•Edition) and Wah'ington''State Energy , :Code -x`(•1997 Edition) P l umb;i n'g permits s sla l I be' olta i ned �- through the', Seatt l e -K i ng County Department of Public Health. Plumbing will be inspected by> that agency, including all gas piping (29§',-,4722).. Validity af• Perna t T e issuance , of ...a , permit or approval' plans, specif.icati ons, and ,comput:ati,ons shall not be c on- „_ st to be a,:perOit for,; or an ;approval 'of, any violation of any of ,the pr•oi�is i ons of. •,the building code or of , any outer or di•nance. of` the , :jur is`dret ion No° permit presuming: t giue authority to viol or.,;,can'cel the provisions of this code} shall be, valid Electr icai ,permits shall be obtained through. the Washington State. U:ivicion, of Labor and Industries' °and all electrical work. wil l be inspected by that agency (248 Ther e.' shat l''be no occupancy of the, until the finalY'Anspectior has been completed by .,tire Tukwila Bu 'Tns;pector . , R CERTIFICATE OF, OCCUPRNCY Will' BE REQUIRED FOR THIS PERMIT. All mechani ca 1 wo shal;1 be under separate permit i by the City of ATuk'w`i l All permits;,. t inspection records, ,and, ; approved plans'shall be available a the job site prio to the start of any : -'con •struct ion. These ~documents are `to be ;:maintained and avail- able until final` i'n'spection approval As granted,' I hereby certify that I have read ''thes:e conditions and wi 11 comply with them as outlined. All provisions• of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating construction or the performance of work. Permit N Date: : D2000 -334 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. , . PROPERTY OWNER: /icePlOw Z. L C Phone No: ( ) a sus -aax7 Address: 7� 0. k FloaR Print Name: City /State /Zip: t-- / „;l n. Wf! 4 4 1 3 8 CONTRACATOR: (A fiat v 4CN GL Phone No: 6- 5 - ao7O Phone No: ( ) pc, S 7 Address: P.o . �3 Y80a? Po. City /State /Zi p: itiko,; le,.. AM' 9it,sa WA State Contractor's License No.: LAP I AL 4e 00. • Expiration Date: y oVaoo/ ARCHITECT: o b F I rX e LA, Phone No: 3 zS5 Address: r 30 �kez iota City/State /Zip: ip : .5' /e (A,4 96) Z.Z. WA State Architect's License No.: 36,qs Expiration Date: 12- _CEO Signature: Organization: La P/ m V 4Cr GGC. Print Name: Abtot t% r 1 1 � vt fro" �f Phone No: 6- 5 - ao7O Address: Po. ��N K&oa£S City /State /Zip , 72 cu ;i0. ova 9��3 Square Footage: Entire Building: RI, Co I CD CITY OF . JKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Tenant Improvement Application ALL APPLICATIONS MUST BE FILLED OUT COMPLETELY (Shaded area for Office Use Only) PLAN REVIEW NUMBER Pwoo- ?4 BLANKET PERMIT AGREEMENT NO: DESCRIPTION Building Permit Fee Plan Check Fee Building Surcharge AMOUNT $ 4q2. 319.9(p 4.50 RCPT # DATE D- I2-W Total Site Address: /5'33V /41nntotrP. (' ft,,rk Gvt°Sf Floor: ( l`:.)(JJA L. Suite Number: Assessor Account No.: 3 s,2 icy - 901 Project/Tena it Name: t 7 r ontR 1\3 'GIC. i f i c '7T_ Type of Work: ® Tenant Improvement ❑ Interior Demolition ❑ Other: Describe work to be done: nv1S+P nC1'tCe ,Dtty( roov'A S� s it\ 1 I •4/.v0 1,Ver k.ocko( o{O° Value of Construction: $ 3y, 050 Building Type: Building Use (office, warehouse, etc): kiatP eUots Nature of Occupancy (printing, manufacturing, etc): Construction Area: // S Tenant Space: /0 ')90 Will there be a change in use? ® No ❑ Yes If "yes ", explain: Will there be rack storage? ® No ❑ Yes Existing Fire Protection: ® Sprinklers ❑ Automatic Fire Alarm p None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 No ❑ Yes If "yes ", please explain: Will there be ANY structural work? [ No (Yes If "yes ", please describe: lft-lt7P fal= ed'-3r 1 hereby cert j' /hail have read and examined this application and know the same to be true and correct, and / am authorized under Blanket Permit Agreement No. 99- x3. 'EPA to apply for and obtain this permit. See reverse side of application for specific plan submittal requirements and information. Date application accepted: ID 1 2-. 0 0 Date application expires: q I Z ,t 1 04/24/00 .J o O fn Q U) W, 1 N u. W 0 2 u- a W Z � I- 0 Z 0 �. 0 — I- CU w Z 1 to lt Z Is any part of the work proposed under this application include structural work of affect structural components of the building? Yes No If yes, has the structural work been authorized by the Tukwila Building Official to be included in this application? ' Yes 0 No Does the proposed work comply with the requirements of Chapter 10 of the Uniform Building Code (1997 Edition)? V Yes 0 No If no, please explain: 9S—i38' Will any special inspections be required per Chapter 17 of the Uniform Building Code (1997 Edition)? 0 Yes 'No If yes, list specific inspections: As a result of this proposal, does the parking meet the requirements of the Tukwila Zoning Code parking requirements? Yes 0 No If no, please explain deficiency: Architect /Engineer Stamp: ? '�. rs; REGISTEL ' Ar t':-' 3 ERT B. FA !.., ' � :. m' OF �" ` SH; Architect /Engineer Signature: Print Name: ( �e,„ Firm Name: Zeivtce. ,1ue /%r aL,&I 0 Business Phone: ate_ 3 S - as S 3 Street Address: City /State /Zip: 5, +/e / e?d /Z REVIEW NO.: REVIEW D2000 331I PROJECT NAME/ TENANT: GrU�►A - P-, , c. Ac. T..� BLANKET PERMIT AGREEMENT NO.: 9 -7- pC�3 �U' COMPANY JOB NO.: 00 - 73 4 1 - ( DB SITE ADDRESS: /z.3 3 Aujover PIP k GVes-1 jvkw, jp. w,i 9S—i38' CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Agreement 03/22/00 Blanket Permit Architect Statement Tenant Improvement Application Attachment 1 - Architects Statement t4v_:..— VOSAm•iflf9 t:�Sl'L'7L ` LSI1L'.. 1C"^'•• m.+. a.. r.. �...r+�•.r avtr..pCe.+.+e -.ten «. «.., .r z w J U to 0 w co Li_ J w 0 Q: = 3 � z �: zo w o N ` o 1- w - i z- u O H z "X" REQUIRED INSPECTIONS APPROVED INITIALS P DATE(S) CORRECTION NOTICE ISSUED 1. Framing 2. Insulation 3. Suspended Ceiling 4. Wallboard Fastening DO NOT PROCEED BEYOND THIS POINT UNTIL THE BUILDING PERMIT IS ISSUED. PERMIT MUST BE PICKED UP WITHIN 24 HOURS OF NOTIFICATION THAT THE PERMIT IS READY. Plan Review No.: Dzovo —33 Date Issued: 10— 12 —O0 Blanket Permit Agreement No.: q q_ 003.6PA Project Name /Job No.: 6vadiri Faci lc, w Site Address: 1 6330 And over PK 11/01/99 Blanket Permit Inspection Card CITY OF , KWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670" Blanket Permit Agreement Tenant Improvement Temporary Inspection Card CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (431 -3670) (Have Plan Review number, Blanket Permit Agreement number, project name and site address ready) CONTRACTOR/APPLICANT BEGINS WORK AT THEiR OWN RISK PER THE TERMS OF THE BLANKET PERMIT AGREEMENT. INSPECTIONS 1. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 2. INSULATION - After framing approval, but before insulation of wallboard. Baffles must be installed to keep attic ventilation points clear. 3. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 4. WALLBOARD FASTENING - Prior to taping (See UBC Chap. 25 and Table 25G). 5. PLAN CHECK INSPECTION - Immediately after the Tenant Improvement Permit is picked -up by the applicant. Work may not proceed until the City Inspector delivers the plans and new inspection card to the site. This inspection should be scheduled at the Permit Center when the permit is obtained. • Construction will not proceed past required inspections. • The Building Permit and approved plans shall be picked -up by the applicant within 24 hours of notification that the permit is ready. Failure to do so may result in a stop work order. • Construction may not deviate from that shown on the plans as submitted at time of application. • All corrections shall be made within three (3) days of notification by Building Inspector. • No more than 30 days shall elapse between the last required inspection and the "Building Final." • Unauthorized occupancy and /or use of the remodeled area shall not occur until the Building Inspector completes the "Building Final," which takes place after the Building Permit and Permanent Inspection Card has been issued. • The City reserves the right to stop work at any time that in its judgment the work presents a safety problem, warrants a building permit prior to continuing work, is not proceeding according to approved plans, or otherwise would not qualify for consideration under the blanlet permit process. • The following.work is not covered under the blanket permit process. This work shall not start until approvals and permits are obtained through the applicable agencies, under their normal process: Electrical Department of Labor and Industries (248 -6630) Plumbing /Gas Piping King County Health Department (296 -4722) Fire Protection City of Tukwila Fire Department (575 -4404) Mechanical , City of Tukwila Permit Center (431 -3670) Rack Storage City of Tukwila Permit Center (431 -3670) THIS IS A TEMPORARY INSPECTION CARD ONLY AND WILL BE REPLACED BYA PERMANENT INSPECTION CARD WHEN THE BUILDING PERMIT IS ISSUED. z mo w; u. 00 ' N 0 , W J am: w 0 2 g Q D i d I— In z1— 1— 0 Z ~ 2 o U O N O H. w w 1--. U '. 0 z ;r. 1• GENERAL INFORMATION This tenant improvement application may be submitted for non - structural interior construction which is authorized under an existing approved blanket permit agreement. It is the responsibility of the applicant to be aware and comply with all the terms and conditions as set forth In the agreement. The work is limited to that shown on the plans as submitted with this application, and such work is limited to non- structural interior construction only. The following work is not covered under the blanket permit process and separate approvals, permits and inspections are obtained through the applicable agencies. ELECTRICAL - Department of Labor and industries (248 -6630) PLUMBING /GAS PIPING - King County Health Department (296-4722) FIRE PROTECTION - City of Tukwila Fire Department (575 -4404) MECHANICAL - City of Tukwila Permit Center (431 -3670) RACK STORAGE - City of Tukwila Permit Center (431 -3670) BUILDING PERMIT APPLICATION Application Submittal - Application and plans must be complete in order to be accepted for plan review. Make sure to fill out the application completely and follow the plans submittal checklist which follows. Handouts are available at the Permit Center which provide more in -depth detail on preparing the submittal. Authorized Agent - The applicant must be an authorized agent as identified in the Blanket Permit. Fees - The permit fees are based on valuation of construction as declared by the applicant on the application, and shall include all the work to be covered under the permit. The valuation will be reviewed and is subject to revision by the Building Official to insure compliance with current fee schedules. To obtain a fee schedule, contact the Permit Center at 431 -3670. SUBMITTAL CHECKLIST ❑ Completed Building Permit Application ❑ Attachment #1 - Architects Statement ❑ Three (3) sets of construction drawings, which include: ❑ Site Plan, showing: O Building location on property O Adjoining public rights -of -way O Parking layout O Location of tenant space or area of work within building O Overall dimensions of building O Overall dimensions of tenant space, or area or work O Name of each common wall tenant(s) and type of business or occupancy ❑ Floor plan of entire floor or tenant space that the work is taking place, showing: O Tenant space layout with use of each room labeled O All exit doors, corridors and egress patterns O All new walls, existing walls and proposed walls (provide construction key) O All other proposed construction ❑ Construction details O Construction key O Cross sections showing wall construction and method of attachment, floor and ceiling 0 Reflected ceiling plan (if applicable) ❑ Miscellaneous O 6" x 8" blank space provided on lower right hand corner of each page of plans (for use by the plan checker) O Title block on each sheet, identifying: • Project name • Company job number (if applicable) • Site address I Blanket permit agreement number • Architect, address and phone number O Each sheet of plans stamped by a Washington State licensed architect O Minimum sheet size 18" x 24" O Plans must be drawn to scale and clearly dimensioned Drawings shall be prints which are clearly readable (original pencil or highlighted drawings are not acceptable.) ❑ Permit Fees (plan check fee, building permit fee and state building surcharge) 11/01/99 Blanket Permit Agreement Information 1 ' U 0 0 . w 0 WW; W LL: w 0 . u_ -J = CJ I— H 0 z � uj 0 fa ,0 0 0I— ,. Z w . 0 : 111 Z U 0 I— z y . 11: h A -4A *A 1A,***4:**!►•40A** 4irle4Ve4A —.4* k*A**4•k.i -A-4:1 ' 1 •+ t .4 k•fik•AAAt:t4 — k 1- 1 ~k4•.V .A TTY UF• TUti>+2TL A, '4 tA 4 1 :4• Y h of 4: >: - • 1 ,4 :� A � " >4 i* 4 ,� r L1 • i p k t�l s l< l T A >4 # , h �4'A F 'A•+ , IAA - A•k:4.4s44.•kA c 4A* . TRt N$r1IT Dumber•: R9100'374 Articunt t * l � 1 7 :03 t:r:4 F3ifi�7i. it). /1; 17: PrtviniI t Method: C19fiClt 140 tit)n:' SEDI LI: 1311Si1li.SS :frtit: T1.11 PeI-mit• N �• No: 1) .0t?0 -334 Type: I)EVPEI21'i r EvELopltil:N'C' PE'IttlIT "f'i:trce 1 do : 352304•• 90,1 "a ite ,1addres .: 18 ANl)OOVCl1. Pi; W St 8l.:t(" F 1 c Uri: 1Pt]S Pat >ret<�t. Total Fees: 81.6,:71 Y 81 6.._71 1•otta l ALL Pmt_S: .Et1 E,. 7 1. itel711ce:': . 00 - A' 444ar*•F•AtF*AA A8,z1`k*• * **>t4*4 ,,4•1A• Ally( is47t *,4:l•AA•• %.At40431#A•,A44A ,t04 FA c' ounb`.Ccd ()e5'cription 000/32.'.100 EtI T.L[ }3D ?G - :�lQalt7Ef� (arrntrnt. 0.0O/34b.830 PLAN G1-1Fel , -- t�lUtdl2fia `31I -•.� 000/ 9 0'4' 319.96 BED. ► STA1 C : "BUIL I)ING..$.111RC :1-1A2GE ..rat :0001 .10/17 /710 TOTAL 816.71 ryr144 � r..r 'OC � U; U Oe N Di W O; gQ _ D W ? F W ~` , 0 N: 0 W W Ut z. 0 - 0 z Projec • Type of specti(s Addre : 105 Ali t � � ypk- W Da calle Special structions: C 10 ii,c he 1 1 m. ote7I 41A-L--- Date wanted: Requester: Vi �'1� il l Phone: 2uLp 3gly - gaz- �c Inspector. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'pproved per applicable codes. COMMENTS: 0 I • INSPECTION RECOL/- Retain a copy with permit 6)431 -3670 Corrections required prior to approval. Date: } 0 0 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,e ..r�, t. i�.1%.urak,xt emu. �' A'�,,.1+acr .,. �.: 'AsaRr�v��A?J:ark3„Y4iurTtk�rl *r,4' Sii • 00 w 0 co w ' w O ga LL Q ; fA CI ` . = w ` f =, Z F. g. ;: uj 2 0 0 . O Ns 0 1- wW _ v. • LI 0 O Z, Project: Gra c�th4 �Gc Type of Inspection: i r�t� Address: 1W A P w Date called: i? —t2 i' -oO Special instructions: Date wanted: 1 pV a.m. P.m. Requester: arr. Phone: Inspector: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 C.) rr� � a�' �1r,i r� A 2 l 14r h SU\Ast . —' A (,pct \ \ ctr V��t s i vu' - 1-40.4 � Lull,,+; >�,� Fcr p - 4 ppiroxie J COMMENTS cs t o r rD 'r0tjc'f� ri GMCG INA 1 (206)431 -3670 E Approved per applicable codes. Corrections required prior to apprQva E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: au,Lo,.wuL. 'm44::ia4;a41itie2a ed..ed,•14.11•1 Project: Type Inspection: GO' 4 - Ad r s A n W. ��3�o dam Date called. � � O Special i nst ructions: ryu r�' La:fe nc' n,('1q D I 00 tr& Requester: Pho (0�3�1 gal Z 10 Inspecto proved per applicable codes. • INSPECTION REC Retain a copy with permit INSPECTION NO. >1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r�( 0�)43�367QL. COMMENTS: 0 L) 3)\PGr GU 5 r0 pr r 0 $14 Q.g(v cpt 1 \ l.(ace (A Pc6L c pp ro v Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: I 602 i a PERMIT'NO.. Date: 1)-- f9 ten, no w ND+ • W • 0 LL Q Ma H = Z O Z H; LLI Cl 0 O Nr 0 1— ▪ W U • O .z ; U �. 0 I ", z Pro'ec��tt: ,� '' ; r . /i P c f C Type of 1 spectibb: me/bath-el E r - stenin { Address: 18'3 nekvvev Pk. W Date called: )2 -I2 - 0 0 J Special instructions: 10 fitt ✓l 0 Ch/G1,70 flSi P ,'f r osibin. Date wanted: /Z - 13 - 00 /j pon) m:� if 1965 P •m Reque a n pBhone: ■ CR0(0) 3 co -20 12, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 1 INSPECTION RECO Retain a copy with permit b 000 -33 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /^e ,e 0 . /.r . $47. EINS CTI • (REQUI' D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ndnz- firlkwxiko.d ,..•.x�;:. *. Pr ect• ra P ct i C. pn � an � t In 9� i re -, /9ndr Date called 1 Special instructions: Date wanted t f „ , t,- p.m. Req uest r: Phpne (. .) (0 )396-2012 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit D2090 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: at xrk i'ii i :5.41a�na�3zm:Kat ; ':ai dL: u 04 t ItA,:daads COMMENTS: / s 51-W04-9„ (A/ Ot t_ 1 .e Pl.,c�.,ti.(. ` � � ' ''d 6..e(c( P)( O Cx-/,(c.7 /44/997/ feep1 Jf //e," t rep ,.t4�3P 40 ,47 r'?!if/& S e7 a.9-,Llitc.e6, 73.(l /Q-7 /Af , i9-IP O G■ ... ,47" PL A -7 — raw ,G -, r4 n e't, (AJ Lc?" O vii P6t . .. _ itn n i, , � /J/� j_ �J (;.‘4./.,‹ (4) Nt e ,06.4014,c44._47 bi ate.. A��/eou G> 2 % Phone: i A Project: 0 Type of Ins J l ion Afd e mr/ g ate called: ` /24/10 9 .gGt/LGy J f J Date wantedi /z j g.....,- Requester: G> 2 % Phone: i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9818 r J' Approved per applicable codes. INSPECTION RECO Retain a copy with permit e PERMIT NO. (206)431-3670 • Corrections quired prior to approval. Date: /? 77 2 r) ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: thancir Atit :, ek a Sift it `'' .. .........ciM:1Aage` -- "'9 • r Y )H >. +..A %�W ,�. r. •..Lr,lEb (.fir u.tib�i'�.fL+L.kArbi0fl $Ifa7kL'uhLh� `eLL/IiLS.: "' its %Pdw Y 4:6 .;:t UJ 1 0l 0 to CI CO Z H , W 0 . LLQ co F = O U 0 0 I- _ � • -O ui Z` 0 z. roject: Type of Inspection: Addr ss: \ L `q POVADOIX ? vv. ate called: ‘p - j - DO Special instructions: ‘ 01 el l.� VYItoe nl`) a _ z.. D to wanted: \ - `p- a.n p.m. uester: Phone: a0� L QOI� INS ECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $47.ONSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: aa,«.,.15s:- s.n.�2'•:i?.*t� , ! ��: �' x "��!5 ;1:9: &i'laua �9:u ,..,,... af r+aa.v u �v r kn: 'i s4 +,n e"h zaabk.4FRiik 'iwta,a?wa•)n::in:,.::w: ivy ?a +Wel:++u.;tua&.ridr .4 i.tn., • Z W �O U to O , to W ; 9 P oject: Q ArctC F C iCI - clC., Type of l,Dc,\ nspection: V1S1)1 /1tbI kills( Address: L a An( Vein �� t Date ca ed: z ? 1 v Special instructions: /O v3 - , ,t). 1-1 errds op p bJS ( rdL P C r rGLt ,,/ Date w nted: I2 / (' , .0 a.m. nester: INSPECTION NO. Approved per applicable codes. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /3 6 e / 6/.2 4 4/49oS h5 I l4 / e./tc t./i(/ El $4:01) REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceiptNo: Date: 7af4 `:!' �'+fc4L�M..?':'w�Il' +�A" ii r�;•! VAIrw ..` L4t•�J�x1i4•CtiW4'+.svNA`*w'M.? aik63�2' ° od7.+.r 1, Z w 7 = U 0O coo NW . N V. w C) u- Q D. d '; i— w' z° o w W t - V w Z ; 01. z roject: ,- y -r Type of Inspection/ i' WVCt.'t( . TP n1� ' MCL Addr Date called: Special instructions: Cry \ \ \ 0 `f a. `ea.c1 l r 1 l (k'5 Date wanted: a.m. m- 12— ‘ ° t_...)t:.J —pan:— Requester: ho-1 t Phone: 20to . t0 -2Dl2 INSPECTI• NO. Approved per applicable codes. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 C OMMENTS: / 4.a sty4/ Inspector: rA Corrections required prior to approval: 4i'4 Date: � El $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: JYleoit.{Io ay,rh Y.il )zwl -4 2 00 N p W= w O -J I CO =0 I. W Z 1— o W W' O 521 0 H ;; Wuj Z ' Z Project: • / 61 ret el t oc t Pc,_ L 1't-. I C._ Type of Inspection: rCl f'Y • 03 Address: ..r 1(8 314), Anthver PK W ate called: I D - DO f Special instructions: — /ale aJ ,OSS/ 00 f !CC S. Ca htu r a iI a hza cf 11"e. 2,ot,2 Date wanted: 10 1 ,1 " a.m. Requester e r r L-` _ — ci o INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 1) (94 3 .. .) Mt'," )2 "0,-4, y i-Av/4 5 A, . a /s /fen PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i � � , �� „. a . ..•,�, vl..11..it w4. y. n} �. ... ds. 1. rJ. 1 . �a•. r..,: � wl..+(„ �b NFi5k. L3''. w. rQw; �&Y•��a'+I��MN6�u�IC1aM4Y11Y' ..IitttJ.. �� i'r�if{a: , .p ,( �(.Ifi: ::�2oaJ �o� ". 1 ' f�( cA�r +�M.'..�fGli'�k \A.1.�,7%74.. h t\.H�l'etlt'wSw:L'xi.4t. !f/.�f �`1h �. i11n I..a1. 1..'Yl: W Wes' J 0 00 N p, W W =+ CO u. w 0 2 I— W; Z ,_ z� D in i0 CI H ij W I— U —0 ll 0 ~ '. Z r9ject: (1 1► -t 0,I+I r, n: Type of Inspection: t-00n C (. on 1,- I IS Address: r_ Iola. ?V.. tnl Date called: 1 t - 2.c--- oo Special instructions: ct -IC s+ PM poss►bLe. f PLeaSe C I t I O n-, 1 h 1)4e3 Ct hec..c�°t inner Date wanted: , do - 2..ta -on a.m. quester: Il a r r 1, Phone: 2_0(r) - 3c1 co- a0t INSPECTION RECORD!` Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. D2o o -33L1 PERMIT NO. (206)431 -3 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: `J ��fisr� _,saa.. x17' . � ..t -c. �:,; a• �wf, �. s: w� [ISr;���i�t3a�'�is'�+€'.�rv,�s i.. i.. .,..,., x.. io;;tcSaF:Li,¢rMSiti��iy 11.4, h"b?i'V.: +vFthAlt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �roject: n T e of Inspection: Add[ess: Date called: Special instructions: 61(Ajn6( ftC X . Approved per applicable codes. INSPECTION RECO Retain a copy with permit /O Zy-D0 PERMIT NO. (206)431 -36 Date wanted: a.m. quester: Phone: 2(4 - 39t(o - 2012— Corrections required prior to approval. COMMENTS: Inspector: r) ?..0461 Date: \J 4, 9 00 E $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L" t:: 5 ' :�•�- �s .i�(���� unit +in."G}V��tR��.�'.f+re:Y'1'. City of Tuk Fire Department �Pro�ect Name (A%\0\ , .. GCS „ Address I 33B, . • A. • T k W, Sprinklers: Fire Alarm: = Hood &- Duct Halon e Monitor: Pre -Fire: Permits: , .uthorized Signature FINALAPP.FRM TUKWILA :FIRE DEPARTMENT FINAL APPROVAL FORM etairi current inspection schedule Needs - shift. inspection Approved without correction notice . Approved with correction notice issued S Io Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No Z27C0 - S 3710 Suite # 7 \ lW Date 111 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 p®cr OE& O'Y ISULITIG Er••iG r•iEERS,'C ;•PL AND STRUCTiJFAL STRUCTURAL DESIGN CALCULATIONS and DETAILS OF September 2000 JOB NO. 00083 • FILE COPY 1 understand that the }:1.7.1n •'- iect to erro ..;"d r.r{; . • does ra:; ^'•: ENTRANCE STAIRS and RAMP Building 734 18338 Andover Park West Tukwila, WA • RECEIVED CITY OF TUKWILA FOR OCT 1 ; 2110 PERMIT CENTER SEGALE BUSINESS PARK P.O. Box 88028 Tukwila, WA 98138 1519 b' /esr W.: My Hicih:vay Nt:th /Suite 101 Post Offic Sox a 36 /Auci.irn. WA 9'07 332 x7 Fox. 2:i _..: ?•21,S CITY OF TUKWILA APPROVED OCT 1 9 2000 AS hi0fi:l'� t1It.C'ifi G IDM3SO ' Doco -334__ 2; W U co O ,. 'w W W Oi g J u- = a, „, z � I- 0: z �. > o— 01- . 1— .. - O . • Z -' Ham 0 IRUPERT ENGINEERING, INC. 1519 West Valley Highway North Suite 101 Auburn, WA 98001 (253) 833 -7776 Fax: (253) 939 -2168 L .., Rev: 510300 User: KW- 801423. Ver 8. L3, 22•Jun -1999, Win32 (c)1983.99 ENERCALC Restrained Retaining Wail Design c: 11fileslenercalc100083 .ecw:Calculation Description Entrance Landing Wall Criteria Retained Height = 4.13 ft Allow Soil Bearing = 2,000.0 psf Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Total Wall Height = 4.63ft Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 150.0 Water height over heel = 0.0 ft Footingpoll Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Top Support Height Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 1 Design Summary Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = Soil Pressure @ Heel = Allowable = Soil Pressure Less Th ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable • Reaction at Top Reaction at Bottom = Sliding Stability Ratio = Sliding Calcs Lateral Sliding Force = less 100% Passive Force = - Iess 100% Friction Force = - Added Force Req'd = ....for 1.5 :1 Stability = 4.13 ft • 0.00: 1 = 9.00 in • 110.00 pcf • 0.0 psf • 1,147 Ibs • 1.43 in 779 psf OK 368 psf OK ZOW psf an Allowable = 1,090 psf • 515 psf = 2.8 psi OK = 14.4 psi OK ▪ 85.0, psi • 59.6 Ibs 359.9 Ibs 1.60 OK 359.9 Ibs 173.5 Ibs 401.3 Ibs 0.0 Ibs OK 0.0 Ibs OK Footing Design Results '7 oefi Factored Pressure = 1,090 515 psf Mu' : Upward . = 33 0 ft-# Mu' : Downward = 9 623 ft-# Mu: Design = 25 623 ft-# Actual 1 -Way Shear = 2.81 14.44 psi ' Allow 1 -Way Shear = 85.00 85.00 psi Summary of Forces. on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding & soli pressure.... Sliding Forces Load & Moment Summary For Footing : For Soil Pressure Calcs Stem Shear @ Top of Footing = -238.2 Ibs Moment @ Top of Footing Applied from Stem = Heel Active Pressure = -121.7 Sliding Force 359.9 Ibs Net Moment User For Soil Pressure Calculations 136.8 ft-# Scope: Soil Data Concrete Stem Construction - Thickness = 6.00 in Fy = 60,000 psi Wall Weight = • 72.5 pcf rc = 2,500 psi Stem is FIXED to top of footing • Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb/FB + fa/Fa Mu....Actual Mn * Phi Allowable Shear Force @ this height Shear....Actual Shear....Allowable Rebar Lap Required = Rebar embedment into footing Other Acceptable Sizes & Spacings: - -or- Not req'd, Mu < S * Fr -or- Not req'd, Mu < S * Fr -or- No key defined Toe: None Spec'd Heel: None Spec'd Key: No key defined Title : Building 734 Dsgnr: DPS Description : Surcharge Over Heel Axial Dead Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight Soil Over Heel Footing Weight • @ Top Support Stem OK = 4.13 ft # 4 1200 in = Center 3.00in•- penings Date: Footing Strengths & Dimensions Pc = 2,500 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width Heel Width Total Footing Width Footing Thickness Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Mmax Between Top & Base Stem OK 229 ft # 4 1200 in Center 3.00 in 0.000 0.050 0.0 ft-# 124.5 ft-# 2,487.6 ft-# 2,487.6 ft-# 0.0 Ibs 0.00 psi 85.00 psi 18.72 in 18.721n Ibs ft Ibs ft 20.6Ibs 0.13ft Ibs ft 335.3 lbs 0.50ft 567.2 Ibs 1.38 ft 223.51bs 1.00 ft Total Vertical Force = 1,146.7 Ibs Base Moment = Job # CCG83 • 0.25 ft = 1.75 = 2.00 = 9.25 in @ Base of Wall Stem OK 0.00ft # 4 12.00 in Center 3.00 in 0.112 278.4 ft-# 2,487.6 ft-# 405.0 Ibs 11.25 psi 85.00 psi 6.00 in -163.8 ft-# ft-# ft-# 2.6ft-# ft-# 167.7ft-# 779.9ft-# 223.5ft-# 1,009.9ft-# z 00 0 W W J , N u W 0 J H = ' Z � : I- 0 Z ku ;0 H} W W w U Z RUPERT ENGINEERING, INC. 1519 West Valley Highway North Suite 101 Auburn, WA 98001 (253) 833-7776 Fax: (253) 939 -2168 Rev. 610300 User. KW 9801423, Ver 5.1.3, 22- Ju- 1959.'Mn32 (0) 1953.99 ENERCALC Restrained Retaining Wall Design c:11 files\ enercalc100083.ecw:Calculations Description Intermediate Landing Wall Criteria Retained Height = Wall height above soil Total Wall Height = Top Support Height Slope Behind Wall Height of Soil over Toe Soli Density Wind on Stem Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = Soil Pressure @ Heel = Allowable Soil Pressure Less Than ACI Factored @ Toe = ACI Factored @ Heel = Footing Shear @ Toe = Footing Shear @ Heel = Allowable = Reaction at Top = Reaction at Bottom = Sliding Stability Ratio = Sliding Calcs Lateral Sliding Force = less 100% Passive Force = - less 100% Friction Force = - Added Force Req'd = ....for 1.5:1 Stability = Factored Pressure = Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear 2.58 ft 0.50 ft 3.08 ft 2.58 ft 0.00: 1 = 9.00 in = 110.00 pcf Design Summary Footing Design Results • oe 775 23 9 15 1.64 85.00 0.0 psf 427 Ibs 0.60 in 554 psf OK 299 psf OK 2,000 psf Allowable 775 psf 419 psf 1.6 psi OK 2.0 psi OK 85.0 psi 23.3 Ibs 173.2 Ibs 1.86 OK 173.2 Ibs 173.5 Ibs 149.3 Ibs 0.0 Ibs OK 0.0 Ibs OK -feel 419 psf 0 ft-# 17 ft-# 17 ft-# 2.03 psi • 85.00 psi Forces acting ofooting for sliding & soil pressure.... Sliding Forces Stem Shear @ Top of Footing = -93.2 Ibs Heel Active Pressure = -80.0 Sliding Force = 173.2 Ibs Net Moment User For Soil Pressure Calculations 21.2 ft-# Title : Building 734, Dsgnr. DPS Description : Scope : Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure 35.0 = 0.0 150.0 = 0.0 ft = 0.360 = O.00 in Concrete Stem Construction Thickness = 6.00 in Wall Weight = 725 pcf Stem is FIXED to top of footing Rebar embedment into footing Surcharge Over Heel = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight = Soil Over Heel Footing Weight Total Vertical Force = Fy = fc = Top Support Stem OK = 258 ft • # 4 ▪ 12.00 in • Center ▪ 3.00 in penings Date: Toe Width Heel Width Total Footing Width Footing Thickness Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Not req'd, Mu < S • Fr Heel: None Spec'd -or- Not req'd, Mu < S • Fr Key: No key defined -o1- No key defined Moment @ Top of Footing Applied from Stem = Footing Strengths & Dimensions fc = 2,500 psi Fy = 60,000 psi Min. As % = 0.0014 Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm = 3.00 in 60,000 psi 2,500 psi Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb /FB + fa/Fa = 0.000 0.012 Mu....Actual = 0.0 ft-# 30.5 ft-# Mn • Phi Allowable = 2,487.6 114 2,487.6 ft-# Shear Force @ this height = 0.0 Ibs Shear....Actual = 0.00 psi Shear....Allowable = 85.00 psi Rebar Lap Required = 18.72 in 18.72 In Summa of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footin Load & Moment Summary For Footing : For Soil Pressure Calcs Ibs ft Ibs ft 20.6Ibs 0.13 ft Ibs ft 223.3 Ibs 0.50ft 71.0lbs 0.88 ft 111.8 Ibs 0.509 426.6 Ibs Mmax Between Top &Base Stem OK 1.43 ft # 4 12.00 in Center 3.00 in Job # CCG53 0.25 ft 0.75 1.00 • 9.25 In @ Base of Wall Stem OK 0.00 ft . # 4 12.00 in Center 3.00 in 0.027 68.1 ft-# 2487.6 ft-# 158.4Ibs 4.40 psi 85.00 psi 6.00In -40.1 114 ft-# 114 2.694 9-# 111.7114 62.1 ft-# 55.994 Base Moment = 192.184 z C4 2 _ ' Ui , UO co 0 WW W 0 J u-? :. 0 ' Z Ill al p ' 0 I- =V` W Z ', C.) U) I 0 Z Rai TR NEDgElmwtma D& CONSULTING ENGINEERS/CIVIL. AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Aubum, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 f■MIPO••■ JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE 1- .0-,G .0-.g . 1 41) 4- IS;Ionxan gmgEluDG®Tfigog 1:1m0 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Sulte 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB SHEET NO, 4 OF CALCULATED BY 1ri DATE .3- tr CHECKED BY DATE SCALE L .9 L L. 1 (I) 1P6 kJ `1 (?-•"; 2-ort e s— _ (2- 1 0,, L):T I :; . 6 •■•■•■■•■••■••1, I Cr I U z.•-d_AriA j ts * c .o.-471 ■-1 v...., 5. b co k>. • 3 L'• 2' 0 0, co o w w T , F w 0 g - a 11 I— 0 Ill al 2 D o - io • W Z 0 1- ..�.........• . .... .rw pan.. .. r. - ... -a, .. n. r.a .r. r.... ..,. -v .. . ..•.. ..w.us..e.e nv..r +ter -.'s Empor2 C ig8E ° ° ri8upg7E [Imo CONSULTING ENGINEERS/CIVILAND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253. 833.7776 Fax 253 - 939 -2168 • JOB C F SHEET NO. - OF CALCULATED BY "'S DATE S-1 Br CHECKED BY DATE SCALE S, c u Len - .— 'et- s .1+mzs 17 Vs �� c, L� - - � r.f -4- -(2- cc tACiLl -ac s i t-t_ Z 44a LL 2 � Tr- 1, i 2 2.10 sky- I2) L- o J Ir Czor— • es *a...a or nre•rn twos IT • ; d- 3 Elup@gq NuagfIEGGItrog Danai CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Aubum, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB tc SHEET NO. OF CALCULATED BY ri DATE 3--t•th'i Cfr— CHECKED BY DATE SCALE • n. ..:.... , ..,.n......._..., . .......1. , r... - > , - ryas, .w... ..... • AA ...v.,,..M.s.. 4, e - . ... y.. n .,.r .,o.,..r.s. _..�..�..,.. a n D o n r agjaa ®®Dg oa ©o CONSULTING ENGINEERS/CIVILAND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Sox 836/Auburn,WA 98071 253 - 833 -7776 Fax 253- 939 -2168 JOB ccC^, SHEET NO OF CALCULATED BY ��5 DATE �a6 °2P CHECKED BY DATE SCALE - e l I 6Z-1.r crrt_ 3fi & I2- ref . / i ' c� x pv & 1 1v, V^ (o I ✓l GL`s) C1LEr r ■•1,t_ 73211.. S 8 7c L-6 tit o LE �G T U iL 4 l KS U 3 '7 -51.t� S T rot 1 (,m tfM"� 1 Z arm-PEI-4 al r LamU V! 0o; (3i cow, 0 u l W 0' , lL Q d LU . 0 • ZZ D 0 W W c Z N : 0 • .""`" .••••••••"'" anparR gmelm@atipg OaDa2 CONSULTING ENGINEEF1S/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 • JOB SHEET NO. t OF CALCULATED BY -.s DATE (-) ,--••=. CHECKED BY DATE SCALE • • ,•" • ' "' z o" D co C1' ur, 9 co I 0; U) -o Z 00700 GENERAL CONDITIONS SEISMIC: Seismic Zone: Importance Factor (I): STRUCTURAL NOTES DO NOT SCALE DRAWINGS. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Construction modifications shall not be made without written approval of the Engineer. 01412 BUILDING CODES DIVISION 1 - GENERAL REQUIREMENTS ' Uniform Building Code (UBC) 1997 Edition Washington'State Building 'Code •6 (Washington Administrative Code (WAC) Chapter 51-30) 01415 DESIGN LOADS AND CRITERIA Floor Live Load: Exit Facilities: 100 PSF FOUNDATION: Allowable Soil Bearing Capacity (DL+LL): Soil Active Pressure (above watertable): Soil Passive Pressure: Soil Coefficient Of Friction: Soil Weight: Zone 3 1.0 2,000 PSF 35 PCF 150 PCF 0.35 110 PCF .4 I ,•4".1:4112.44...1 4 -,, adiatuzZaaa' , 01455 TESTING AND INSPECTION All special inspection and testing shall comply with UBC Sections 1701, 1703, 1704, other applicable building code sections and are in addition to the inspections made by the Building Official per UBC Section 108. Special inspections are required for the following work: Installation of adhesive dowels Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and .testing laboratories shall be certified by the Washington Association of Building Officials (WABO) and approved by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications and furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor, Engineer, and the Building Official. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. 02315 EXCAVATION AND FILL DIVISION 2 - SITEWORK All footings shall bear on undisturbed ground or structural fill and shall be a minimum of 18.inches below grade unless noted otherwise on the drawings. Footings shall not be located over subsurface utility lines, tanks, large organic deposits, or other obstructions. If footing excavations reveal subsurface objects, the area shall be over excavated, the objects shall be removed, and the excavation backfilled as noted below. Foundation excavations shall be examined and approved by the Building Official prior to the placement of any reinforcing steel or concrete. ■••• ; IL4.0 tl.:W oof..41 .0 164.610E4 Material for filling and backfilling shall consist of the excavated material and /or imported borrow and shall be free of organic matter, trash, lumber, or other debris. Fill and backfill shall be deposited in layers not to exceed 8 inches thick for heavy equipment and 4" thick for hand operated equipment. The fill shall be properly moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum dry density for optimum moisture content as determined by ASTM D 1557. Each lift shall be tested for compliance with compaction requirements by an approved laboratory. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used only where larger power driven compaction equipment cannot be used. Do not operate heavy equipment adjacent to the wall within a distance equal to the height of the wall during backfill and compaction. Hand tampers for compaction shall be per notes above. Do not backfill behind retaining wall for a minimum of 7 days after concrete placement. Brace wall as required. 03210 REINFORCING STEEL DIVISION 3 - CONCRETE Concrete reinforcing steel shall be deformed bars conforming to ASTM A 615, Grade 60 (or A 615M, Grade 420), made from new billets. Reinforcing to be welded shall be Grade 60 (Grade 420) with a Carbon Equivalent (CE) of 0.55 or less, or ASTM A 706 (or A 706M). Epoxy- coated reinforcing, where specified, shall conform to ASTM A 775 (or A 775M). Fabrication and placement of reinforcing in concrete shall conform to UBC section 1907. Lap all reinforcing bars at all splices, corners, and intersecting walls per table below, unless noted otherwise: Concrete Strength (PSI) 2,000 3,000 4,000 5,000 6,000 TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER #3 ( #10) 27 21 22 17 19 15 17 13 15 12 #4 ( #13) 35 27 29 22 25 19 22 17 20 16 #5 ( #16) 44 34 36 28 31 24 28 22 25 20 #6 ( #19) 53 41 43 33 37 29 34 26 31 24 la,4 ris i..w : caftrM: JU C.3 O coo W w J ; w 0 i w F- w , I0 - 0 o ` c o o H' tlJ w( • LL � 0 , w z. 0 Z Use. "TOP" reinforcing values for horizontal bars with more than 12" of concrete below them in the casting position. Lap lengths, in inches, are based on normal weight concrete and a minimum 2 db spacing and 1 db cover, per ACI 318 -95. The sizes shown ( #xx) are the corresponding metric bar sizes. Minimum cover over reinforcement, unless noted otherwise: Concrete placed on earth: 3 inches Concrete exposed to earth or weather: 2 inches Other conditions, UNO: 1 -1/2 inches Reinforcing shall be securely tied in position prior to concrete placement. Reinforcing shall be supported on chairs or slab bolsters (with distribution plates if required) or concrete dobies prior to concrete placement. Support spacing shall not exceed 10 feet in each direction. 03215 ADHESIVE REINFORCING DOWELS Adhesive reinforcing dowels shall be one of the following: ICBO Report Hilti HIT HY 150 system with A 615 GD 60 bar 5193 Substitution of another product requires approval of the Engineer. Install dowels per the ICBO Report and the manufacturer's instructions. Special inspection is required during installation. See Section 01455. Do not cut or damage existing reinforcing to install anchors. 03300 CAST -IN -PLACE CONCRETE Cast -in -place normal- weight concrete materials, mixing, placing, and testing shall conform to UBC Chapter 19. ` Material specifications, unless noted otherwise: Minimum 28 day compressive strength: All Concrete: 2500 PSI Use Type I cement unless noted otherwise. Use Type I -A cement where air entrainment is required. Slump shall be 4 inches plus or minus 1 inch. Water - reducing admixtures conforming to ASTM C 494 may.be incorporated in the concrete design mixes and be used in strict 'accordance with the manufacturer's recommendations, subject to Engineer's approval. NV= '.u. ;'rae.3.4 avf:i .t'aue•.•; uY:e.:vy a::0 i ',ttii�ri::iYY rs:,r n.::.��c An air - entraining agent conforming to ASTM C 260 shall be used in all concrete mixes for slabs and other flatwork to be exposed to weather. The amount of entrained air shall be 5% plus or minus 1% by volume. One percent maximum calcium chloride or other water - soluble chloride ion admixtures conforming to ASTM D 98 may be used in concrete not exposed to the weather or in unreinforced concrete. Other types of accelerating admixtures may also be used. All admixtures shall conform to ASTM C 494 Type C or E. Substitution of other materials requires approval of the Engineer. Special inspection and testing is required for all reinforced concrete except for foundation concrete with a designated compressive strength not exceeding 2500 PSI and nonstructural slabs on grade. During periods of cold weather, batching, placing, and curing of concrete shall conform to ACI 306R. Do not place concrete on frozen subgrade or in contact with forms, reinforcing, or embeds that are less than 35F. During periods of hot weather, batching, placing, and curing of concrete shall conform to ACI 305R. Anchor bolts, dowels, and other embedded items shall be securely tied in position prior to concrete placement. Do not add water at site. Maximum drop during placement is three feet. Consolidate concrete with a mechanical vibrator as required. Concrete shall be maintained in a moist condition for a minimum of five days after placement or sealed with a curing compound applied in two coats at right angles. Follow manufacturer's application instructions and do not exceed recommended coverage. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. Do not embed aluminum conduits and sleeves in concrete. - EupareR EngthEs@nlingn [Ina] COKISULTING ENGINEERS /CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS and DETAILS • OF FLOOR JOISTS and Building 734 18338 Andover Park Tukwila, WA I understand that the Plan r,hr stihle ^t FOR SEGALE BUSINESS PARK P.O. Box 88028 Tukwila, WA 98138 September 2000 JOB NO. 00083 (wry Of WOO' 140 125 2$ 110.11612-. 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P, 11 4 2 A 1, 5 a 4 n(10 Rfienneering OM& pert 1 27 ,1 5■1 , 4..15174.2145 , 1 , 1.12.1.t 1 17: , ..J CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Sulte 101/Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253-833-7776 Fax 253-939-2168 JOB 0 0 e) <F5 SHEET NO. I OF CALCULATED BY DATE 'NI en/ GSC) CHECKED BY DATE SCALE 2.1 • • 4 Z t 00700 GENERAL CONDITIONS During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. DO NOT SCALE DRAWINGS. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Construction modifications shall not be made without written approval of the Engineer. Provide vertical support and lateral bracing for electrical and mechanical equipment, vents, ducts, and piping per the applicable code requirements. 01412 BUILDING CODES Uniform Building Code (UBC) 1997 Edition Washington State Building Code (Washington Administrative Code (WAC) Chapter 51 -30) 01415 DESIGN LOADS AND CRITERIA Floor Dead Load: DL for Joists: Floor Live Load: Partition: Office: SEISMIC: Seismic Zone: Soil Profile Type: Importance Factor (I): STRUCTURAL NOTES DIVISION 1 - GENERAL REQUIREMENTS 15 PSF 20 PSF 50 PSF Zone 3 Se 1.0 ( 2/ ggam cr u Q El D a, w o' 111 uj 0 0 0 CO' of W W ~ V ` . "u. p ii Z' 0 FOUNDATION: Allowable Soil Bearing Capacity (DL +LL): 2,000 PSF 01455 TESTING AND INSPECTION All special inspection and testing shall comply with UBC Sections 1701, 1703, 1704, other applicable building code sections and are in addition to the inspections made by the Building Official per UBC Section 108. Special inspections are required for the following work: Field Welding: Cold - formed steel framing Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and testing laboratories shall be certified by the Washington Association of Building Officials (WABO) and approved by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications and furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor, Engineer, and the Building Official. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. DIVISION 3 - CONCRETE 03153 WEDGE ANCHORS Wedge anchors in concrete shall be one of the following: ICBO Report Hilti Kwik Bolt II Wedge Anchors ER -4627 Power -Stud (Rawl -Stud) Wedge Anchors ER -5225 Substitution of another product requires approval of the Engineer. Install anchors per the ICBO Report and the manufacturer's instructions. Special inspection is required during installation WHERE NOTED ON THE DETAILS. Do not cut or damage existing i.W,._v s.:,n.:y , . n -, o r . .: k.� ;� m .:w.:4 .ddmatl;.+Ge'P.m: reinforcing to install anchors. DIVISION 5 - METALS 05400 COLD- FORMED METAL FRAMING (includes requirements for Non -Load Bearing Studs under 09110) All cold- formed metal framing shall conform to UBC Chapter 22, Division VII (AISI -ASD specifica . tion with modifications). Material specifications, unless noted otherwise: Galvanized members: 16 GA and thicker: ASTM A 446, Grade D 18 GA and thinner: ASTM A 446, Grade A Painted members: 16 GA and thicker: ASTM A 570, Grade 50 18 GA and thinner: ASTM A 570, Grade 33 Bolts: ASTM A 307, Grade A Nuts: ASTM A 563 Washers: ASTM F 884 Filler metal: E70XX Substitution of other materials requires approval of the Engineer. Galvanizing of members shall conform to ASTM A 525. The physical and structural properties shown on the drawings are the minimum permitted for all the framing members. Cold - formed metal framing is noted as and shall be manufactured by a member company of the following: ICBO Report Metal Stud Manufacturer's Association ER -4943P Substitution of other products requires approval of the Engineer. Screws shall be self - drilling /self- tapping and conform to AISI specifications. Screws shall be a minimum of three diameters from the edge or end of a member. All framing components shall be cut squarely or on a angle, as required, to squarely fit against abutting members. Members shall be held firmly in position until properly fastened. 06100 ROUGH CARPENTRY Material specifications, SIZE 2x4 2x6 and deeper 4x4, 4x6 4x8 and deeper DIVISION 6 - WOOD AND PLASTICS unless noted otherwise: GRADE H -F Standard or H -F Stud H -F #2 and better or DF #2 and better DF -L #2 and better DF -L #2Tand better Lumber shall be graded and stamped by WWPA or WCLIB per UBC Standard No. 23 -1. Lumber shall be seasoned with a moisture content not over 19 %. Substitution of other materials requires approval of the Engineer. Bolts shall conform to ANSI /ASME B18.2.1 or ASTM A 307. Bolt holes shall be 1/32" to 1/16" larger than the bolt diameter. • Provide washers under heads and nuts of all bolts bearing on wood. Lag screws shall conform to ANSI /ASME B18.2.1 or ASTM A 307. Drill holes for threaded and shank portions of lag screws. Insert lag screws by turning with a wrench, not by driving with a hammer. Use soap or other lubricant to facilitate insertion. Wood screws shall conform to ANSI /ASME B18.6.1. Drill holes for threaded and shank portions of wood screws. Insert wood screws by turning with a wrench, not by driving with a hammer. Use soap or other lubricant to facilitate insertion. Nails shall conform to ASTM F 1667. Nail framing per UBC Table 23- II -B -i unless noted otherwise. Substitution of box or sinker nails for common nails requires approval of the Engineer. Framing hardware noted on drawings is manufactured by the Simpson Strong -Tie Company, Inc. Substitution of another product requires approved of the Engineer. No structural member shall be cut or notched unless specifically shown, noted, or approved by the Structural Engineer. Framing details not shown otherwise shall be constructed to the minimum requirements of the Uniform Building Code. 4:':44.¢:4 v .+'+.�:`.v; ... .ra�iF c h:'LW:iw. 1 . =F f .1r7 :.rw;':�t,..� : °' ^K• °•• -a'�r 4kaan5w�{A::wl:Slp..i a;ti.;...:d �4::',U 06165 WOOD PANEL SHEATHING Wood panel sheathing material and installation shall conform to UBC Standards 23 -2, 23 -3, as applicable and UBC section 2315. All panels shall be grade marked by the American Plywood Association (APA) or other approved inspection agency and shall be manufactured with exterior glue. Use exterior grade where edge or surface is exposed to weather. Plywood is 5 ply C -C or C -D unless noted as Structural 1. Panels 1/32" less may be substituted for the nominal thickness noted on the drawings. Space panels 1/8" apart including tongue & groove type. Panels shall be not less than 4' x 8' except at boundaries and changes in framing where the minimum sheet dimension shall be 24 ". Panels shall bear on 2" nominal or wider framing. Nails shall be placed not less than 3/8" from panel edges and shall be spaced not more than 6" on center along panel edge bearings unless noted otherwise. Space nails 12" on center along intermediate framing members, except 6" on center where framing members are 48" on center or more. Nails shall be driven flush with the face of the sheet and shall not be more than 1/16" below the top surface. Underdriven nails to be nailed flush by hand. Substitution of box or sinker nails, or staples must be approved by the Engineer. All wood panels for floors and roofs shall be APA RATED SHEATHING with minimum grade, nominal thickness, and span rating as noted on the drawings. All panels shall be oriented with the long dimension across three supports minimum with staggered end joints, except panelized roof systems. Stagger edge joints at panelized roof systems. Openings up to 24" x 24" clear may be made in panels for pipes and vents provided that all panel edges are blocked and edge nailed. All panels for floors shall be tongue & groove unless all edges are solid blocked. Panels shall be glued to framing and at tongue & groove joints with glue per APA AFG -01 and nailed with ring -shank or screw -shank nails. Use solid blocking where required on drawings. Stair treads and risers shall be 3/4" thick unless noted otherwise. All panels for use as wall sheathing shall be APA RATED SHEATHING with minimum grade and nominal thickness as noted on the drawings. Sheathing shall have a minimum span rating of 16/0 or Wall -16oc over studs 16" on center and 24/0 or Wall -24oc over studs 24" on center. Panels may be oriented vertically or horizontally across studs. Block behind panel edges L perpendicular to the studs with blocking equal to the stud size. Where wood panels are fastened to steel framing, use #8 or larger self- drilling screws with tapered head. Head of screw to be flush with the face of the sheet. Spacing and edge distance to be the same as for nails unless noted otherwise. Openings up to 12" x 12" may be made in shearwalls at least 12" from any edge for pipes and vents provided that all panel edges are blocked and edge nailed. Where interior shearwalls are noted on drawings, sheathing is to be continuous behind intersecting walls, plumbing fixtures, and cabinets unless noted otherwise. 06172 METAL -WEB WOOD JOISTS Joists shall be factory manufactured with steel webs, true pin connectors and structural wood chords. Steel webs shall be electrically welded, cold - rolled tubes with a minimum yield point of 45,000 PSI. Chords shall be stress -rated lumber, kiln dried to a moisture content of 19% or less. Joints shall be finger glued. Joists shall be manufactured by dne of the following: ICBO Report Trus Joist MacMillan NER -148 Substitution of another product requires approval of the Engineer. Joists shall be designed to fit dimensions shown on the drawings and for loads shown above; include any concentrated mechanical loads on roof. Verify weight and location with mechanical Contractor. All designs shall be in accordance with allowable values assigned by a current ICBO Evaluation Report. Live load deflection shall be limited to L/360 for roof and floor framing, unless noted otherwise. Joists shall be erected and installed in accordance with the drawings, approved shop drawings and manufacturer's instructions. Cutting or field alteration of trusses is not permitted. 09250 GYPSUM BOARD DIVISION 9 - FINISHES Gypsum board materials and installation shall meet the requirements of UBC chapter 25. Gypsum board shall be 5/8" thick unless noted otherwise. Use Type 'X' board where required. U0 y 0 .. 9 W O � i z � I- O LU U a 0 co, W W; 0 , Uw Install water resistant gypsum board per UBC Section 2512. Gypsum board panels shall be-not less than 4' x 8' except at boundaries and changes in framing where the minimum sheet dimension shall be 24 ". Panels shall bear on 2" nominal or wider framing. Gypsum board may be installed with the long dimension parallel or perpendicular to the studs. Stagger end joints of adjacent pieces. Wall sections having a height to length ratio in excess of 1 -1/2 to 1 shall be blocked. Where blocking is required on the drawings, it shall be provided at all joints perpendicular to the studs and shall be equal to the stud size. Openings up to 12" x 12" clear may be made in shearwalls at least 12" from any edge for pipes and vents provided that all panel edges are blocked and edge nailed. Where interior shearwalls are noted on drawings, gypsum wallboard is to be continuous behind intersecting walls and other built -in items unless noted otherwise. Nails shall be 5d cooler or wallboard nails for 1/2" thick board and 6d cooler or wallboard nails for 5/8" thick board. Fasteners shall be placed not less than 3/8" from panel edges and shall be spaced not more than 7" on center at top and sill plates, studs, and any blocking unless noted otherwise. Nails shall be installed without fracturing the face paper with the fastener head. Where gypsum board is fastened to steel framing, use #6 or larger self- drilling bugle head screws with 1/4" minimum penetration into steel. Head of screw to be flush with panel. Spacing and edge distance to be the same as for nails unless noted otherwise. 0 w w Co:; u co w z, UJ '0 O co E 0• w w V' 0; ui N1 TJ-SkIngill v555 Serial Number. 6o00oo335 28" TJL I OPEN WEB TRUSS @ 18.0" 4' MASTsi:N 51001 1a16100 7:09:44 PM Pape 1 (12 Build Code: 145 THIS PRODUCT MEETS OR EXCEEDS THE SET.DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration;. 15 Dead; 20 Partition SUPPORTS: REACTIONS(Ibs.) WIDTH UVE/DEADITOT. PLY DEPTH DETAIL OTHER 1 2x4 Stud Wall 3.50" 1139 /797 / 1936 1 28.0" Detail 1 2x4 Blocking 2 2x4 Stud Wall 3.50" 1139/797 / 1936 1 28.0" Detail 1 2x4 Blocking - Left support Top -All, Approx. clip height 1.625", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CUP) - Right support Top -All, Approx clip height 1.625", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CUP) DESIGN CONTROLS: MAXIMUM DESIGN Shear(b) 1917 1917 Moment(ft-lb) 16437 16113 Live Defl.(iin) 0.556 Total DefL(iin) 0.945 TJ-Pro Rating 44 CONTROL 2215 17617 0.677 1.692 My PROJECT INFORMATION Segale Business Park 18338 Andover Park W. Tukwila, WA 98188 CN20K00260 CONTROL Passed(87%) Passed(91%) Passed(L/730) Passed(U430) Passed - Allowable moment was increased for repetitive member usage. - Deflection Criteria STANDARD(LL• L/600, TL•L240). Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED NAILED wood decking. - Bracing(Lu): AI compression edges (top and bottom) must be braced at 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non-residential floors have been considered: TJ RATING SYSTEM The TJ-Pro (USA) Rating System value provides additional floor performance information and is based on a Glued & Nailed 23/32 OSB decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. OPERATOR INFORMATION: Trus Joist Marvin Moore 8644 154th Ave NE, Redmond, WA 98052 425 869 -9700 425 869 -7900 p.m ........,.... 34' 2" Copyright 0 2000 by Trus Joist, a Weyerhaeuser Business. TJL"',.TJ -Prof and TJ- Sizing are trademarks or Trus Joist . LOCATION It end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 00! (0 0! U) mu W 2 �' 0 ; W 1-. 0 Z LU � pr 0 N 0 H W Id U. 0' - Z I d Di Z November 3, 2000 Barry Bennett PO Box 88028 Tukwila, WA 98138 RE: CORRECTION LETTER #1— Revision #1 Development Permit Application Number D2000 -334 Grading Pacific 18338 Andover Park W Dear Mr. Bennett: This letter is to inform you of corrections that must be addressed before your revision to your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -334 City of Tukwila Department of Community Development Steven M Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206.431.3665 Revision • No.. Date Received .. Staff Initials Staff .:.: Initials bate Issued . Summary of Revision: . . '''Staff Initials Summary of Revision: lip - ' .� 4 • t o Y' • Received By: i•< — L, tOi rc:� _. -.. . �.. tom -. . wit • t, . - + Received By: t. 1 - wall atnr, et w' archDrs eve Received Bye/ ri ,, y A, Revision No. Date Received Staff Initials Date Issued Staff .:.: Initials Staff Initials Summary of Revision: . • Received By: Revision No. ' • Date Received Staff Initials Date Issued Staff Initials Staff Initials — .... Summary of Revision: Summary of Revision: • • Received By: Revision No. I Date Received Staff I Initials Date Issued Staff Initials — .... Summary of Revision: • Received By: l Revision Date Staff Date Staff No. Received Initials - Issued Initials a Summary of Revision: Received By: - PROJECT NAME: kD rQd iY1 RIC:4k. Site Address: 1 6338 Rrd e ver - 1 ■P - - . - -e' •(s� wail Ekctic5A. REVISION LOG PERMIT 40:..1 )2CCO-3,M Original Issue Date: 1D -2& • I (please print) (please print) (please print) pease prin p prin 1I re 2 U 0 W 0 g Q I— ILI I— 0 Z F, U UI— T w . 0 I . O PROJECT NAME: kD rQd iY1 RIC:4k. Site Address: 1 6338 Rrd e ver - 1 ■P - - . - -e' •(s� wail Ekctic5A. REVISION LOG PERMIT 40:..1 )2CCO-3,M Original Issue Date: 1D -2& • I (please print) (please print) (please print) pease prin p prin 1I re 2 U 0 W 0 g Q I— ILI I— 0 Z F, U UI— T w . 0 I . O PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -334 DATE: 10 - 16 -2000 PROJECT NAME: GRADING PACIFIC SITE ADDRESS: 18338 ANDOVER PK W SUITE NO XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision rf After Permit Is Issued DEPARTMENTS: gijention Bulydi"ng Division Fire k C 1 0 -«,°D hip c toll .0) Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U Incomplete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: WKKOUI(.DOC srr� x n Planning Division Permit Coordinator n DUE DATE: 10-17-2000 Not Applicable n No further Review Required DATE: DUE DATE 11-14 -2000 Not Approved (attach comments) H REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) ❑ DATE: re .w. 0 cc JUt N O; w w' w 0 ' g J: 1W Z� 2 uj U O` Cl u: Z w ACTIVITY NUMBER: D2000 -334 DATE: 11 -1 -2000 PROJECT NAME: GRADING PACIFIC SITE ADDRESS: 18338 ANDOVER PK W SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: ' j Bu ���5g Division 1 Public orks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved srw PERMIT COoRpCtuau PLAN REVIEW /Kutn'ING SLIP Approved with Conditions Fire Prevention n Planning Division Structural Incomplete a,:. vxUa' k: vanuu:.., a..... .1Y.i`s5ftiy,ti�aw`�' v41u.Y, ■ohtAi Permit Coordinator DUE DATE: 1 1-2-2000 Not Applicable No further Review Required Not Approved (attach comments) DATE: DUE DATE 11- 30-2000 REVIEWER'S INIJIALS: D ve.OAArn Wt.a i .Vd 11- 3 - 13 - 0 CORRECTION DETERMINATION: DUE DATE Approved Li Approved with Conditions ( Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -334 DATE: 1 1 -20 -2000 PROJECT NAME: GRADING PACIFIC SITE ADDRESS: 18338 ANDOVER PKW SUITE NO: Original Plan Submittal Response to Incomplete Letter .# XX Response to Correction Letter # 1 " XX Revision # 1 After Permit Is Issued DEPARTMENTS: BuifdirTg Division Public Works Complete Comments: TUES /THURS ROUTING: Please Route Approved MI MUUIt -IX0C srri ,12 PLA SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator n DUE DATE: 11 -21 -2000 Not Applicable n Structural Review Required No further Review Required DATE: DUE DATE 12- 1 9-2000 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: mo ▪ w J o; O 0 ': N W i s J CO U. w 0 u.. Q en d F ? 0 . z uj c 0 F w w U IL O til Z 0 f- z Date: 11///00 0 Response to Incomplete Letter # 0 Response to Correction Letter # 21 Revision # I after Permit is Issued Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: �?Ci ri c Project Address: / dna/over '- titres Contact Person: t�� y C •�.�C Phone Number: -396 -. Z/ Z Summary of Revision: rho r %j e • % // 1712,..4; , fait' dal7D.'1S Plan Check/Permit Number: V CCO -- 33V "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Sierra on I t r I — C RECEIVED CITY OF TUKWILA NOV - 1 2000 PERMIT CENTER 08/30/00 ,_„, c6 o O con, cn w ALL; w0 g ='; LL CO 3 w Z I- O `. Z H U. UJ O H- w w` I :- LL I' O ; Z ; c 0 z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: + Y City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 E] Response to Incomplete Letter # Response to Correction Letter # 1 ® Revision # 1 after Permit is Issued Project Name: GRADING PACIFIC Project Address: 18338 Andover Park West Contact Person: Barry Bennett Summary of Revision: T�I_ 1eOJ■ w l ` ay.t"IAo 4' ro Plan Check/Permit Number: D2000-334 -� slee') s wok. /I ( ht°1 ' / - rer# • c.)al ' CC-1-1.C) Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: V Entered in Sierra on I t ' 20 - W RECEIVED CITY OF TIUKWII_A NOV 2 2000 PERMIT CENTER Phone Number: aD(o - 3S� -aora coil/ s cC1 -lo"\ 11/03/00 re 2 U O N 0 ; uj w ' WO g J u_ Q' m _ = ' Z LU 2 0 f- " w L Z ; N ` O ~' City of Tukwila Fire Department Thomas P. Keefe, Fire Chief October 17, 2000 Fire Department Review Control #D2000 -334 (511) John W. Rants, Mayor Re: T.I. at Grading Pacific - 18338 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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 Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575443 Page number 2 City of Tukwila Fire Department John W Rants, Mayor Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC'1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57544: z C4 S o o N 0 CO W 9I N w o g J to d W z � o z �. LU 0N ` io 1- Wla Z Ili N i City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575443 mow' U ', oO ; to W w ; 1 W U. w 0 LL Q d 1- w '; z � z F uj O— uji u H M O z I City of Tukwila Fire Department Page number 4 Johh W Rants, Mayor Thomas P. Keefe, Fire Chief 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors ver manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to - existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive eadead art ers Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544 City of Tukvvila Fire Department Page number 5 requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in. Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. 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 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) John W Rants, Mayor Thomas P. Keefe, The Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) • This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57.5-44:: c� 0( u) .vow: _J �. Ne. u 0: a' H W z _' O z D ;UJ ,off, I U E LLI z �1 O z. City of Tukwila Fire Department Page number 6 Yours truly, • The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Rre Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57544: DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST #. .•EXP DATE CCg1p LAPIAL *008J8':04/01/2001 EFFECTIVE DATE .- 04/28/2000.. LA PIANTA LLC PO BOX 88028 TUKWILA WA 98138 -2028 SEGALE DRIVE C LOTLINE DAODO PROJECT ADDRESS: 18340 ANDOVER PARK WEST TUKWILA, WA 98188 GRAPHIC SCALE 0 f1 JO 40 60 (IN FEET) 1 inch = 20 K ,RATE O ..t711 t ;E. ..._.., F.R. VICINITY' MAP NTS LA understand It the Plan Check appr r =_ t ` I.lo tl a� J L11c1 1' ,,,ch no, chthnr ize the i,nler,o:: of 1 nINd L..,:e or ordinance. Race, of cnn f t Jo lorsco:yofaFVrovetiplans .ached BY lJ W Date_ f0e�/C Porto; No. D2fl .V -. 3. FILE COPY ADA LIP! OF Tu;;;i;L APPROVED OCT 19200 REVISIONS: 'REGISTERED A ARG,4IT T SEGALE BUSINESS PAR. TUKWILA; WASHINGTON (206) 575 -2000 TITLE: BUILDING 734 TENANT 2 IMPROVEMENTS SITE PLAN SCALE: DATE: RECEIVED CRV OF TUMNIA DESIGNED BY: PROJECT NUMBER: DRAWN BY: CADD FILE: PDA. SHOPMAP', CHECKED BY: ISSUE DATE: 1 = 20' 5/23/00 DRAWING NUMBER: Dz 3 SHEET: 1 OF: 1 j i SEPERATE PERMIT REQUIRED FOR: 1. ELECTRICAL 2. MECHANICAL 3. FIRE SPRINKLERS 4. PLUMBING TENANT IMPROVEMENT AREA EXISTING INRLL EXISTING OPENING WI 8° METAL SNDS N 5/8' GWB EA_ SIDE, 3 PLACES, TOP. • TENANT 1 CASCADE CONTROLS EXISTING AREA DCOO 33 ❑ ❑ OVERALL FLOOR PLAN 1/8" O CT 1 5 ',. 0 N n F— RMIT CENTER RECEIVED CIY OF Tl1NWIlA ROOM FINISH SCHEDULE ROOM N0. ROOM NAME '� FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL WAINSCOT CEILING'. REMARKS MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. — MAT. FIN. '. MAT. FIN. MAT. FIN. HT. 101 OFFICE CARPET FACTORY RUBBER ' FACTORY GWB PANT GWB PAINT GWB PANT '. GW'B. PAINT. - - ACOUST: FACTORY 8' -6 "'. - 102 WOMEN C.T. FACTORY C.T. 1 FACTORY GWB PAINT GWB PAINT GWB PAINT GWB PAINT, C.T. FACTORY GWB PAINT B 6° - -SIGN- "WOMEN° 103 MEN C.T. FACTORY C.T. FACTORY GWB PANT GWB PAINT GWB PAINT GWB PAINT' C.T. FACTORY GWB'' PANT 8' -6 SIGN - "MEN 104 HALL VCT FACTORY RUBBER FACTORY GWB PANT GWB PAINT GWB PAINT GWB PAINT. - -. 'ACOUST. FACTORY '8' -6° - 105 STORAGE VCT FACTORY RUBBER FACTORY GWB PANT GWB PAINT GWB .PAINT. -GWB _....PAINT.. - -.. ACOUST. FACTORY. ..8' -6" - 106 CONFERENCE CARPET FACTORY RUBBER FACTORY GWB PANT GWB PAINT GWB PAINT GWB PAINT - - ACOUST. FACTORY 8' -6" - 107 OFFICE CARPET FACTORY RUBBER FACTORY GWB PAINT GWB PAINT GWB PAINT GWB PAINT - - ACOUST. FACTORY 8' -6 - DOOR SCHEDULE DOOR NO. i- >aw DESCRIPTION DOOR FRAME HARDWARE GROUP RATING REMARKS MAT. FIN. MAT. FIN. 102 A 3' -0 x 7 -0' S.C. WOOD STAIN METAL PAINT B - - 103 A 3' -0" x 7 -0° S.C. WOOD STAIN METAL PAINT B - - 104 B 3' -0 x 7 -0 METAL PAINT METAL PAINT C - - 105 A 3' - D" x -0" S.C. WOOD STAIN METAL PAINT A - - 106 A 3' -0 7 -0 S.C. WOOD STAIN.. METAL PAINT 11111111 107 A 3' x 7' -0° S.C. WOOD STAN METAL PAINT LIGHTING BUDGET DESCRIPTION 1/4 = 1' -0" WATTS NUMBER TOTAL WATTS 2' X 4' LAMP FLUORESCENT LAY -IN WITH 3" DEEP 96 19 1824 SEMI - SPECULAR PARABOLIC LOUVER (18 CELL) HUBBELL $RD- 3- G- S- Z- AF- B- 4- E -1A -31 1' x 4' LAMP WRAPAROUND FLUORESCENT 64 2 128 HUBBELL iIWG- M- 4- 2 -W -AC TOTAL SHOWN 1952 TOTAL ALLOWED 1680 SF x 1.2 WATTS 2016 DAYLIGHT SWITCHING ON ALL FIXTURES WITHIN 15 FEET OF NATURAL UGHT O WINDOW SILL WINDOW ELEVATION N CLEAR INSULATED GLASS IN WOOD FRAME CLEAR GLASS IN WOOD FRAME PER 1/ TI2 • BASE PER SCHEDULE 5/8" G.W.B. EA. SIDE ON 3 1/2" METAL OR WOOD STUDS at 24" O.G.(PROVIDED \ TYPE X G. _ B. at RATED WALLS) OE I DOOR JAMB 3 SILENCERS at STRIKE SIDE 5 11 -0" MAX. 7" RISE 5' -0" £:©'000 11 OPEN RBI 31 '-073 5' -0" OFFICE 107 12'x12' -0° 49' -11 ENLARGED FLOOR PLAN 1/4" = 1' -0" 4 ' W Oil RR i _ jU 103 N - 7° PRINT /FAX 12' -34° DOOR TYPES 104 2' -0" EE] COFFEE HALLWAY COPY CONFERENCE 106 12'x16'6 RR 103 STORAGE 105 5'6x20' 5 ° ALL DOORS LEVER TYPE HANDLES (PUSH /PULL AT TOILETS) GITY OF TUITIL� OTT I9 9u 111111 VI 11 1 V 1 11111111 * —,oz / ir __- / / / / i REFLECTED CEILING PLAN LIGHTING BUDGET DESCRIPTION 1/4 = 1' -0" WATTS NUMBER TOTAL WATTS 2' X 4' LAMP FLUORESCENT LAY -IN WITH 3" DEEP 96 19 1824 SEMI - SPECULAR PARABOLIC LOUVER (18 CELL) HUBBELL $RD- 3- G- S- Z- AF- B- 4- E -1A -31 1' x 4' LAMP WRAPAROUND FLUORESCENT 64 2 128 HUBBELL iIWG- M- 4- 2 -W -AC TOTAL SHOWN 1952 TOTAL ALLOWED 1680 SF x 1.2 WATTS 2016 DAYLIGHT SWITCHING ON ALL FIXTURES WITHIN 15 FEET OF NATURAL UGHT O WINDOW SILL WINDOW ELEVATION N CLEAR INSULATED GLASS IN WOOD FRAME CLEAR GLASS IN WOOD FRAME PER 1/ TI2 • BASE PER SCHEDULE 5/8" G.W.B. EA. SIDE ON 3 1/2" METAL OR WOOD STUDS at 24" O.G.(PROVIDED \ TYPE X G. _ B. at RATED WALLS) OE I DOOR JAMB 3 SILENCERS at STRIKE SIDE 5 11 -0" MAX. 7" RISE 5' -0" £:©'000 11 OPEN RBI 31 '-073 5' -0" OFFICE 107 12'x12' -0° 49' -11 ENLARGED FLOOR PLAN 1/4" = 1' -0" 4 ' W Oil RR i _ jU 103 N - 7° PRINT /FAX 12' -34° DOOR TYPES 104 2' -0" EE] COFFEE HALLWAY COPY CONFERENCE 106 12'x16'6 RR 103 STORAGE 105 5'6x20' 5 ° ALL DOORS LEVER TYPE HANDLES (PUSH /PULL AT TOILETS) GITY OF TUITIL� OTT I9 9u LATERAL DESIGN REQUIREMENTS / SUSPENDED CEILINGS 25 -2 UBC STANDARDS VERTICAL HANGERS: Suspension wires not smaller than #12 gage spaced 4' oc or #10 gage spaced at 5' oc along each main runner. Each wire shall be attached to the ceiling member and to the support above with a minimum of threc tums. Wires shall not be more than Ito 6 oui of plumb unless countersloping wires are provided. Wires shall not attach to or bend around interfering objects or equipment. PERIMETER HANGERS: The terminal ends of each cross runner and main runner shall be supported independently a maximum of 8 from each wall or ceiling discontinuity of other approved wall support. LATERAL FORCE BRACING: Where substantiation design calculations are not provided, horizontal restraints shall be effected by four #12 gage wires secured to the main runner within two inches of the intersection of the cross runner and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. These horizontal restraints shall be placed not more than 12' oc in both directions and with the first point within 6' Vans each wall. Attachments of the restraint wires shall be adequate to resist the loads imposed. LIGHTING FIXTURES: Only "intermediate and heavy duty "grid as defined by Section 47.1802 shall be used to support of lighting fixtures. All lighting fixtures shall be positively attached to the grid system. When intermediate systems are used, #12 gage hangers shall be attached to the grid within 3 of each corner of each fixture. Supplemental hangers are not required with a heavy duty system if a 48" modular hanger pattern is followed. Lighting fixtures weighing less than 56# shall have in addition to the requirements above, two #12 gage hangers connected from the fixture housing to the structure above. These wires may be slack. Pendent -hung lighting fixtures shall be supported directly from the structure above with #9 gage wire-or approved alternate. MECHANICAL SERVICES: Ceiling mounted air - terminal or services weighing less than 20# shall be positively attached to the main runners or cross runners with the same carrying capacity as the main runner. PARTITIONS: Where the suspended ceiling system is required to provide lateral support for permanent or relocatable partition, all components of the system shall be designed to support the reaction force of the partition from prescribed loads perpendicular to the face of the partition. These loads shall be in addition to the loads described in Section 25.211. Engineering shall be required to suit individual partition applications and be shown on the approved drawings. DRAWINGS AND SPECIFICATIONS: The drawings shall clearly identify all systems and shall define or show all supporting details, lighting fixture attachment, lateral force bracing, partition bracing, etc. "ANY DEVIATION OR VARIATIONS OF THE ABOVE MUST BE SUPPORTED BY ENGINEERED CALCULATIONS." DIAGONAL BRACING ®8' 0.0 TO STRUCTURE ABOVE EACH BRACE OPPOSING , cp CEILING TILE TYP. ATTACH TOP TRACK TO SUSP. CENING_ MAIN RUNNER AT EACH POINT OF INTERSECTION WITH 1" DRYWALL SCREW. 3 1/2" X 25 GA METAL STUDS 24" O.C. WITH 5/8" GWB EACH SIDE TAPE AND SAND READY TO PAINT 3 1/2" SOUND BATT INSULATION PER FLOOR PLAN 1/8" DIA X 1" POWDER ACTUATED FASTNERS 14 S4" O.C. FINISH PER SCHEDULE NO. 12 WIRE HANGER TO STRUCTURE ABOVE TYP... SUSP. ACOUST. TILE CEILING GRID W/ NO. 12 HANGEItS TO STRUCT. ABOVE 3/4 PLYWOOD JOTS SUSP. ACOUST. TILE CEILIN GRID W/ NO. 12 HANGERS TO JOIST ABOVE 2 X 6 DF #2 WITH 2 -16d COMMON NAILS' 4X 4 DF #2 POST AT 48" OC MAX'' 3 1/2" 16 GA. STUD WALL WITH GWB.BOTH SIDES - FINISH PER SCHEDULE SINK SHALL BE NOT MORE THAN 6 1/2 IN VERTICAL DEPTH POST SIGNS "NO STORAGE" PROVIDE RiO BATT INSULATION AT WAREHOUSE WALL AND WHERE SHOWN ON PLAN FOR SOUND CONTROL GWE WAREHOUSE SIDE TAPED AND READY FOR PAINT 1/2" A/C PLYWOOD WAINSCOTT RAM -SEE AT 24' OC CEILING INSULATION PER WALL SECTION 24" x 36" 42" GRAB BAR MIRROR GWB- PAINT 5' DIA. CIRCLE DOOR MAY INCLUDE 12" TOILET MAY INCLUDE 6" SUSP_ ACOUST. TILE WUNG AND GRID SYSTEM PER REFLECTED CEILING FLAN ■ 30 "x48" CLEAR SPACE HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES AND SINKS SHALL BE INSULATED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. 4 1iRii U i i - 2 X4 RECESSED FLUORESCENT FIXTURE PER REFLECTED. CEILING PLAN FIXTURE TENT TENT LIGHT FIXTURE FOR INSULATION COVER WM-I 3" CLEARENCE ON TOP I 1 � ! 2 K NE E CLEAR SUSP. ACOUST. THE CEHJNG I. GRID WI NO. 12 HANGERS TO JOIST ABOVE 3 1/2" 16 GA STUD) WALL WITH OWN BOTH . i� SIDES FINISH PER SCHEDULE PROVIDE R11 BATT INSULATION AT EXTERIOR WALL AND WHERE SHOWN ON PLAN FOR SOUND. CONTROL RAM -SET AT 24'OC 17" EXISTING PRECAST PANEL NOTE: LEVER TYPE FAUCET CONTROL HANDLE SHALL BE LOCATED NOT MORE THAN 17" FROM FRONT EDGE OF LAVATORY SINK. T- C.T. WAINSCOT GRAB BARS FLUSH CONTROL ON THIS SIDE PRECAST PANEL ALUMINUM STOREFRONT GLASS TOILET ROOM ELEVATION MEWS SHOWN- WOMENS SIM. 3/8" = 1' -0" CEILING TILE SUSPENDED CEILING 8' -6" Gi "vF i:ih:i;I,n 0911 1 9 shoat TI- 3 En