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Permit 6273 - Jack in the Box - Canopy
1'v PROPERTY OWNER Foodmaker Inc. PHONE 451-266-0101 ADDRESS P.O. Box 783, San Diego, CA ZIP 92112 CONTRACTOR S RBI Construction PHONE 881-1985 ADDRESS 1807 132nd Avenue N.E. #2, Bellevue, WA ZIP 98005 WA. ST. CONTRACTOR'S LICENSE # RBICOI13203 EXP. DATE 9-30-91 ARCHITECT Freiheit & Ho Architects Inc. P.S. PHONE 827-2100 ADDRESS 10940 N.E. 33rd Place #202, Bellevue, WA ZIP 98004 USE DATE: LO A a / q0 COMPANY: I Cm PRINT NAME: EcA ('ODE.-- COMPI IAIWI FLOOR L IV SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD TOT AL . 1 : • • 1 year 1988 ' • - • F V-N • SETBACKS: N - - E- W- S FIRE PROTECTION: 5 °Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? pubocworks 0 Yes gj No ZONING: BAR/LAND USE CONDITIONS? 0 Yes IK No CONDITIONS (other than those noted on or attached to •errnIt/.1ans il APPROVED FOR 7 i 1 ISSUANCE BY: / ' BUILDING A A - ^ ir • OFFICIAL DATE: , - O i I hereby certify that I have read and examine his permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: LO A a / q0 COMPANY: I Cm PRINT NAME: EcA CITY OF TUKWILA Dept. of Community Development-Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 BUILDING PERMIT NO. 1 7 DATE ISSUED: SIT PROJECT NAME/TENANT Jack In The TYPE OF U New Building I Addition WORK: 0 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: CERTIFICATE OF OCCUPANCY NO. 16400 W Valley Hy Box BUILDIK3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) Addition of roof canopy at drive through booth. BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE C. p0TH ER TOTAL 117.00 0538 0538 76.00 4.50 197.50 053&'. PLAN CHECK NO.: 90-340 DATE ISSUED: 10,000.00 ASSESSOR ACCOUNT # 870203-9008 Tenant Improvement (commercial) Demolition (building) TI Grading/Fill 0 Remodel (residential) 0 Other: 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. PERMIT NO. CONTACTED �J ::: O \ (J� �p DATE READY DATE NOTIFIED 9 cam" 61 D BY: As (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. al BUILDING - initial review FIRE PLANNING O PUBLIC WORKS (,BUILDING - final review it BUILDING PERMIT APPLICATION TRACKING REVIEW COMPLETED PROJECT NAME - - - 5 o SITE ADDRESS r SUITE NO. 1110 W Uak o■ -W INIT: INIT: INIT: *'•N 1 Iv (ROUTED) 9//3 INIT: . UIREME ate ent - ROTECTION: (l Sprinklers FIRE DEPT. LETTER DATED: f //3/f at • • roved Ocf Detectors L) N/A INSPECTOR: 5/2 1. ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: 9. Zs-_ct 0 TYPE OF CONSTRUCTION: INIT: BAR/LAND USE CONDITIONS? Yes 13 s- Yes UBC EDITION (year): a8 w- CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER 1c APPLICATION A1Uti f Hf FILLED OUT CO111PL F TEL V SITE ADDRESS (a 40,0 U 4- �!�(1�� 1-i c.�x . PROJECT NAME/TENANT 6 I ADDRESS r:• TYPE OF ■ New Building Addition WORK: ❑ Rack Storage ❑ Reroof DESCRIBE WORK TO BE DONE: n I G d(f rfrc i c - V C 4 c 'cAO pcl Cr \Cc - --x-11 vu 'h BUILDING USE (office, warehouse, etc.) ft. -� NATURE OF BUSINESS: SUITE # WILL THERE BE A CHANGE IN USE? CXNo Li Yes IF YES, EXPLAIN: ■ Tenant Improvement (commercial) ■ Demolition (building) ❑ Remodel (residential) ❑ Other SQUARE FOOTAGE - Building: r , Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ' No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER ric p o x •\ Dk CONTRACTOR � —,- PHONE 4 ¶ ... 1 c�5 ADDRESS a 1 (Na N UZ �\ )u ZIP c 0 �� WA. ST. CONTRACTOR'S LICENSE # RP5,jC o 1 l Qo5 EXP. DATE 9-5D_ c ' PHONE 92_7 _ 2 loo CA ARCHITECT...reici-e 4. 44, �'f +� -ec- -f �2 � ic• P • BUILDIN PERMIT APPLICATION ADDRESS rx' O t4E #J23 Al • 202 et1 ic' e Wx/p Mini' �(i�;dt WIEMPRISIMMI PLAN `.CHECK FEE;: VA LUE OF CONSTRUCTION - $ 1D ©c ASSESSOR ACCOUNT # PHONE 946, lc) � ZIP4T 24/ 2 ZIP < sdd 4 AUTHORIZED PRINT NAME D r s s. 4-4 i j 1 R PHONE (a.2,-/- ! SIGNATURE BUILDING OWNER -"r-teiCt 6, t( (]R DATE 8 -cam - AGENT ADDRESS s a mee as i-rc' . +CC'* CITY /ZIP cre CONTACT PERSON �z s cr Nie PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations: The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED C�7 DATE APPLICATION EXPIRES -(o-q 071' C omp l eted utiuty permit ePpliCationlonalOtentlra: p : . ...Si* (6) sets of civil drawings . . NOTE S.utWty . . . . . PiarrikOPPllaarkin"iii!ci•Chii*teriO: :•:•••••••-• ••• •:•"•••••••••••••••••••'• . . . ... , . . . . . . .. • • . ..... . . . • .„:. .• • . RACK ITORAGE Completed building permit application Assessor Account N b�r..:: Two (2) sets o • ............................... •pleris,'Which '''�''''''� 8udng floor plan showng • Exit doors . • ..• plihensiOnS Of all aisles • • NO1Ef4eClUdit dletenitioat OfritckS! and *w it ety.a on :!•-. • .•. • Stiliatahil calahlatitalistarriPed.bY eWeehingiehAtaii.00 si . engineer (rad(.storege 8" and • • " ..• • RESIDENTIAL COMMERCIAL :NEW.CONIMERPAL ..•. Tenant space floOr. NEW SINGLE.FAMILTDWELL.INGO/APOSTIONO •„; Completed building permit epplicadOn:(onploretiCh•elrO010r Legal description.: • [D.Asselsor•AoChynt Number •••• Tw 'sets (2) Of working drawings; which * " " • ..• : Slit! plan • Foundation plan , . • Bu ...•••••••• ".•.• : ' ■••:•ElUilding Cos; lleCtIOn WISI*�tO State 1 Compl eted ubflty permit appl ication six. (6) sets of site plans showing SISBMITTAL CHECKLIST building permit application (one for • Assessor AccOunt.14oMber Two sets (2) of the following " • ..Strilatur!d calculations .sthingtr! .6ta.t.a •••' ' '' • '''••••••••••••••• Eapolia'rePortstemped by hWashington6tete • Topo surve friargyualbalatioiiiitteMPed•bY:liWeihingtaStata.licarii engineer or architect Legal description Whilcing;draviings,.:etamped.by:aWaShinglOhState.liCtiri• 'Site plan drawings • Mechanical drawings • Elevations go talk NOTE Building site plan and usi ay' site plan may be colbined .: utility permit appikation and checklist for specNo subm ts • Additional topographical and soils Information may be reiik,d unique she ConceVicias. L: material tnekig Installed NOTE A certification letter is requlredprlor to final • Assessor Account Number r -i Narrative descri ..'. • , .• • ' " ' off of the permit E Completed building permit application Assessor Account Number Two (2) sets of plans, which Include J Site Plan (shoWln building and location of antenna/satellite dIsl - Detail. antenna/satellite dish and meihod of attachment „.. ' ' 99 perm applicati AcChtint Nornber:::: stru . ;. ;,:„ • 1%044712Y...14E8: of working drawing., which mci oundstlon plan Roof plan .... lu lidin g • . • „. .............„... ...„. „....... ............ n ............ NOTE If any uUkty worlds -14 be : and plans must be submitted INSPECTI N RECORD PERMIT # • 4 2_7_3, Date Type of Inspection����iw� Date Wanted //— /6-90 a.m. Site Address CIT 0F.TUK�,ILA ment Bui lding 1' 't 6300 South .er Boulevard Y Tukwila, WA 98188 (206) 431 -3670 Requestor Special Instructions Inspection Results /Comments: Lc Inspector Cyf"Q Project Phone # Date /off Type of Inspection - A 06...E Site Address \\lj)' V(t ,pLWO C Requestor Special Instructions CITY OF TUKWILA Buildi s-�partment 6300 S ':enter Boulevard Tukwila, A 98188 (206) 431 -3670 Inspection Results /Comments: ' -� f`ps rt.( hl \ ).. fli tom: o"t ■A/' c-A-N .LEO f. ,JO yvt n r ) rt eG,.n a-• 4 t Inspector Date t '7 S ~ � wvompownevomm Y%eNfox V .V IC. IVIA,Aat f INSPEC ION RECORD PERMIT # r- 7 Date j - 1 - 9 Q Date Wanted t U (- —9 a . p Projec G'i-k •° n Phone # � ( —/ Sc See /I �. .1 CC. tr Special Instructions Inspector .. ..iavtinAtri sw .atc. AsurIvmd.k ,ktooarrom'oo viera:exivrm icratwathrw uroor aewtwmr douarx iltAkvomu+anr hiiiiMbt'W sVititt 6gali i CITY OF TUKWILA Build A Department 6300 hcenter Boulevar Tukwi , WA 98188 (206) 431 -3670 o ►c_- INSPECTION RECORD PERMIT # p2 73 Date /o -(6 —61U23- Type . of Inspection 01,44t ln. naQ 1 Lj �Q Date Wanted 00 --e' ° l0 Site Address 4,6 Project ..Ja,, TAA Requestor �,. Phone # C e g 1 q K .S Inspection Results/ Comments: V-cc- 4 z..4freA'T1k , tJtrt LAgi, A e4s0 GI4 -7.10 — .� -�-►M r - C A P -o "9 P - s S(zS �, c� �-- y� � .— a4 = c5 1' WA A-e e i11v "tac. vo..) o 7 I �. —c.>s ikAtA" 1'O v i ce / A r S A cc.gpriliS . 11..1i3G 774 X 7(w - Date l d /Z3 /9a 0A-TS ' hNal WEt SY€ YNRfIW *00444.OMWW.¢0*MUIM064 407.. 10W. INwn. «w....,,..v...........,a... V. w, w...-.,. a..... r., s. �s.. rrwsawr. w.. nw... r+. w....... a..«. wr. nu.«. n, wuu» wrrw. wrw. r�wn. rx+. w.... w.. n. wa. . >u.n+ cv (xtut n�q.:V,tpt nl .es_: Type of Inspection Fct- i I'M Site Address 1000 J .) ' 041,Q4 401 Requestor Gt, t Inspection Results /Comments: Inspector C� CITY OF TUKWILA Bu11d r'. Department 6300 hcenter Boulevar Tukw1 , WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # v7.3 Date /0 ((o Date WantedJ0 qO p.m Project 4"': (h,. a.(' 54N.. Phone # / / g-5 e)),6 Special Instructions R r Date / 6-- P' -. 5'o py^ .,. �rkpsruPe .W;w;;�ip.7jsp�'a'S..t:r';f�ri�p +;+/1Ri5^.y }t.:7; `:' .y'! '^?'T�3'i*�7 t: {A( r•. /.g�� '1WT-N"`r. .'.!r +. ..,�YC`�► • i�t.(.. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor j.; r• Project Name Address /r Retain current inspection schedule Needs shift inspection 4 ' Approved without correction notice Approved with correction notice issued Sprinklers: 1I Fire Alarm: Hood & Duct: '7 Halon: f, Monitor: Pre -Fire: i•% Permits: ,/. // /f 4. Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORK i ' : ; t . I \ ' ..,1 Ik.e , f' r n , . Control No. Permit No. 'r Suite # M t Date :).Jd 3'101444,, FINALAPP.FRM T.F.D. Form F.P. 85 CITY OF TUKWILA 6200 SOUTHCE'NTER BOULEVARD, TUK{VILA, WASHINGTON 98188 Plan Check #90-340: Jack In The Box 16400 W Valley Hy PHONE a (20fi) x00 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF HE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ( ;L7:5 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277 - 7272). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 5. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 7. Notify the City of Tukwila Building Division prior to placing any concrete. 8. All wood to remain in placed concrete shall be treated wood. 9. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Gary l.. VanI)nsen, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 r 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 !INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 16400 W Valley Hy OTHER AGENCIES: BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place SUITE NO.: BUILDING PERMIT NO. tP ?-7 •� DATE ISSUED: r 0 PROJECT: Jack In The Box CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 06,17190 "X" REQUIRED INSPECTIONS y 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney X 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Inap: 4 15 PLANNING FINAL 16 PUBLIC WORKS FINAL X17 BUILDING FINAL PLAN CHECK NUMBER PROJECT: SAG 1[ THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER o changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. (2 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872-6363). O All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction, �6 When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. O 7 All structural concrete to be special inspected (Sec, 306, UGC). �8 All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). O All high - strength bolting to be special inspected (Sec. 306, UGC). 10 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3, 11 Partition walls attached to ceiling grid must be laterally braced if over eight (81 feet in length. O Readily accessible access to roof mounted equipment is required. 13 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing saterial to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof, 1J Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). ter statement from the roofing contractor verifying fire retardancy of romp+ Will be required prior to final inspection (see attached procedure). A ll construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washinnton State Energy Code (1989 Edition), and Washington Stag Regulations for Barrier Free Facility (1989 Edition). 10 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4707, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. l9 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. 11 wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. \. 'Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -340 (512) Re: Jack -In- The -Box - 16400 West Valley Highway Dear Sir: Gary L. VanDusen, Mayor September 13, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain square foot coverage of detectors per manufacturer's specs in all areas. Fixed temperature heat detectors shall be installed in the roof canopy addition. All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name, and the Tukwila Fire Department Job Number available to confirm shut down approval. (UFC 10.301) 2. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation, Plan Review PROJECT 7-A C t< - " ADDRESS 0 ALA Lt_e_ DATE SO l Gt (1, La OCCUPANCY GROUP A ° TYPE OF CONSTRUCTION LOCATION ON PROPERTY EXITING REQUIREMENTS BUILDING HT. / NO. STORIES FLOOR AREA OCCUPANT LOAD NOTES: Njc .Re.s rkuR 14147 PLAN CHECK NUMBER rya 1 DETAILED REQUIREMENTS OCCUPANCY 400r7 /L TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. CITY OF TUKWILA DEPARTMENT OF COMMUNIT" ')EVELUI',ti1ENT PLANNING b /VISION prepared by: , DATE 7-'7. To TYPE OF REVISIONS f"- /&3 rcb? --c wl <,►N 'lo CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 * *REVISION SUBMITTAL ** PROJECT NAME CSc - Me box gts`fau2..x✓ . 4dcf dh ADDRESS CONTACT PERSON PHONE ARCHITECT OR ENGINEER PERMIT NUMBER 1 (If previously issued) PLAN CHECK NUMBER 9 Salk, w SHEET NUMBER (S) 14 S.D A4v.O M /7. "Cloud" or highlight all areas of revisions and daterevisions. SUBMITTED TO: v i i nv / IGen ilk 7 ell) FREIHEIT & HO ARCHITECTS, INC., p 10940 N.E. 33rd Place #2u1 BELLEVUE, WASHINGTON 98004 (206) 827 -2100 TO c-44- c -tack i6 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via (4..-1 ice' ❑ Shop drawings ❑ Prints ❑ Plans LETT( .] CIF TEIMSEEITEMIL. ATTENTION et. 96 JOB NO. RE, LGClc. Ix -The semi L eo - 34t ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. 44.0 4.o DESCRIPTION C ,lased ra=fg Pa=r 4810 THESE ARE TRANSMITTED as checked below: El For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ik For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO • SIGNED: Drat/13--S• W � ❑ Samples It anal...". .0 nni a nut.d. Ylndlw notify u■ At ones. the following items: ❑ Specifications 41103 0661 [ as b'IIM1 m d0 Alto QOM 3t! N0 'DES A ti,.... .5 4 b v4 s � MET0earl or 41 '• LA . - - 6. • t..) c. c. O • E1\ fco - r S Lc 'Pe cam-- t - i c c ( . .t W 3 ( 1 1 e.. l u -L\ L...rO r k.4 c'.,l =Lift. ow led 1 P U r :�.J IC ■ ! i. IJI • (toI ► • 1'.•.. _ I . .r . ( I/ iIii _0, I G... ■ .. 4 i 4 • a w' . S '. r..•.r.�..�.I�r�r.n..__�...�.�� - ' �r�r..r .�.�r�� —. r r t Plan Review PROJECT T ' A C K ADDRESS L ( pp Val 'JA LLE. if Wy DATE 1.7 II. .7'1 0 OF 111. cAzL btQ CITY OP TUKWILA DEPARTMENT OP COMMUHar D81/64QP.WENT . prepared by: PLANNING DIVISION PLAN CHECK NUMBER 0 -3 4U MAIM - 1 = .fi 9 io 01 ✓/�') ,, f 92#• > ar eo(XZ % ` ° b + ,, l a/ /t/i✓l7loA I/ L• .. 6)(1 4- •P'i i I &ere 11 o.J�I.� ea i I • • • • p7Z -Z 'v APPLI ©DD MQCl IA,(4)©RONI V cd aoPY P‘./A/ • .44 • • • ,) ,✓'ji 4.33 -P.;€ ' ego ' PG'v✓..to :✓ /A" i✓i! / GJ GHASSF . -T 0 d d v✓o.�,r • J/li1Ll ,QE / �/ Co �/fpe✓l�.✓6E l ` :�..►.,� �y�r 9 . . 3) Ave f/f . ' p/n'e, . . . . . 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PEC,P.IIr cliff, r Eft' v /G,/ JOB NO. 9eZ5-27 ,i p...04-1 .� . 0 oSX�'.5X ) Z 0- ",57 o• . i e.• DATE SHE 5 . 4'e : r .. fr • = I.7 o A PPLI DD MGXONI r r Flans MAGNJAMBINIBIROT 11410 N.E. 122nd Way Suite 308 Kirkland, Washington 98034 o .7A J, 6 x 1 >>c I . 0 _ 1 �. a • �� ` •Zo ,y. . . . . . . m!e , .(0.Y• l/74 4 7 _ . w// Joe No AO Zs'' �3 � trio . .0'5;57 f� ° X Pod .. ef'%/ ... .......... f• /L ff,�y/ Sr ii <4.00,11, . . . . . . . . . . . . . . . . t <4; ∎; . . 7c' . 9 • :› 4v.o • CITY U; AVG , �� wrsrr caw rnn DATE • 8-- 3-'9O 6/q APPLIED EllikilaULNKIENAGNIg 11410 N.E. 122nd Way Suite 306 Kirkland, Washington 913034 . .7 01X /4 - I . * • i 4e , po r/Piz._ 4. .0-5( � Z x = ��E�1• s' " ' ; ■e Wi/d JOB NO 1' Z�13 6)(14- p •F.. •#1 o �i�• f�.Qti . • v9 ) -'yT sb J , . . •,.- " t .");/ lam/ .' ‘'c9/i CITY ;; i ;... 1 , , ; , 1 A 110 6 f Efii' „iT Gc„ rzn DATE g"'” 3- 9'c• SHT �/9 CONCRETE: APG° IND EGNK(@UN]MEG°ZUNI3 • MARTJACMINUMBROV 11410 N,E. 122nd Way Suite 306 Kirkland, Washington 98034 GENERAL' NOTES CODE: UNIFORM BUILDING CODE, 1988 EDITION. LIVE LOADS: ROOF 25 PSF WIND 80 MPH ZONE, EXPOSURE IR" SEISMIC ZONE III FOUNDATIONS: • ALLOWABLE SOIL BEARING 2000 PSF (ASSUMED) VERIFY. ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 18 INCHES BELOW LOWEST ADJACENT GRADE. .ALL SLAB FOOTINGS TO BEAR ON UNDISTURBED SOIL OR FILL COMPACTED TO 95% MODIFIED PROCTOR - -ASTM D 1557.' y FOOTINGS AND SLAB f'c • 2500 psi MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE DENSE, PROPORTIONS OP AGGREGATE SUCH TO CE FREE SURFACE WATER. MISCELLANEOUS STEEL: 16,000 p ANEOUSOSTEEL SHALL CONFORM TO ASTM A- 36 i).WEL NOT.SPECIF SHALL BE 1/4 "•CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY CERTIFIED WELDERS. USE FRESH E60 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF MISCELLANEOUS STEEL. MISCELLANEOUS STEEL'HANGERS TO BE SIMPSON OR APPROVED EQUAL. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS. -- •-MACHINE•BOLTS TO BE A -307: ANCHOR BOLTS INTO CONCRETE MAY BE "KWIK BOLTS ", "PARA BOLTS ", OR APPROVED EQUAL. MINIMUM EMBEDMENT PER UDC TABLE 26 -G. FRAMING LUMBER: 2 X CANOPY MEMBERS D F 12 fb • 1250 psi ,f x QLAfd$ .. •D.i Nl.. h` • if.. ph: Gx ,zsr.vvf . D.l• 4t+/ LUMBER NOT NOTED TO BE D.F. #2 OR BETTER. ALL GRADES SHALL CONFORM TO WWPA GRADING RULES ° "R WESTERN LUMBER -- 1979 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDE WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESS(l TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. PLYWOOD: ROOF SHEATHING .5/8" . C -D W /EXTERIOR GLUE INDEX 32/16, ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1 -74, NAILING SHALL BE HS.INDI.CATED ON PLAN.._CONTRACTOR IS TO CALL THE ENGINEER FOR SITE VISITI PRIOR TO COVERING ROOF AND FLOOR DIAPHRAGMS. SPECIAL CONDITIONS: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. frvild JOB NO 949 LS� AND "r 1,A• . . . . . . AUG' v DATE SHT 9V/ AUG- 4 -90 SAT 14:02 APPLIED ENG. & MNGMT. /12%',G ./1 W )1 r — • x1rr ........G,o 2;p ) ere �'�! � b � � • 4 1/4 . 6 - - 7 4 . • . A . p . . . , . 4 1,r1 it; d," 32. -t-1 d'o s'es • /'�'�'. fiAl '1 • . iv<pa • ' :.f ' . 8201096 A PF t_tC* D G,L' ' �,✓ T,r ,max 9'?/4"P'21 I 111M4EMCit;30MEI M1� IV Joe No. 9a & I 11410 N,E. 122nd Way Suite 305 • "Eao 2 a . • O 0 CITY O; PERMIT CENTER DATE BHT. • I.da ,q•• • Ri rEPJ t) P.02 3 20 • ri & fr• ;F N: VICINITY MAP ... MIAs ‘ .•■■■106.14. cts I i amr-.1114 / . .. 11. ••• •• ■ • ■•••••■•••••••• 11 01KM.r.......Moirar. 6.,...II■■■■■2•••■••••• LEGAL DHSCRIPTIOIN LOT kLAC ,!-g PARK (.•0. 5HORT rL-oM e35, czi-OrT PLAT Vot.,•1-1H 53, rAt'.'""•- 0?-419 , 601, Ho. 6702.0 15 90 st-ruAr t•-‘1 C-; `(` o 11J1L-4 , TY KiH6A "- l.....................'''*''•..''.' - ....................................e. Aar 101.. / .1411.41101100.3 ./.. 1 . 1 . 111 ......1 11 1N.IMERINIIMMILT,INwifti.M01.1a1•4 PROJECT DATA ijACK H LJ H T I 4:0 --1° k1ae5r kit.4‘T' 457 c),Ao C V-H A-3 ()cr.) T OH •-4 ttz,: 5.f) AvE. t7lttccic;, CA. 1414--lt }-+.9 AteZ-H1 !H-. P'S 0140 Hv-s 57-5RP. sun 13AVP . 4100 Oirk • * • 1.• • ! W I 1 ; 1 1 1 1 1 1 1 I I W 1 1 1 1 1 1 1 1 I I f 1 1 1 1 1 III Hp I II 0 I° THS INCH 1 2 3 4 5 6 7 8 9 10 11 mAE.E. .0.am 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the nriginai document. OE se 8,f. 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REFUSE CONTAINER, SEE DETAIL CO AERIAL LIGHTS. (SYMBOL att---+ ) CONCRETE DRIVE AND CONCRETE CURB. - 6" CONCRETE CURB EXISTING CONCRETE APPROACH TO REMAIN. EXISTING CONCRETE APPROACH TO BE REMOVED. NEW CONCRETE APPROACH. EXISTING CONCRETE SIDEWALK. NEW 4" CONCRETE SIDEWALK. STERILIZE SOIL WTF-$ WEED KII._.Lh-R. CENTERLINE OF 4" WIDE WHITE PAINTED LINES. PAINTED ARROWS WHITE. 17) ALL CONCRETE WORK ON PUBLIC PROPERTY TO COMPLY WITH ALL LOCAL STANDARDS. 6'O" LONG PRECAST CONC. WHEEL STOPS. • General Conditions GENERAL CONTRACTORS SHALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC. AS INDICATED ON DRAWINGS IS SHOWN WITHOUT KNOWLEDGE OF UN- DERGROUND UTILITIES ON THIS PARTICU- LAR SITE. THE ARCHITECT AND OWNER ASSUME NO RESPONSIBILITY FOR DE- TERMINING THEIR LOCATION, SIZE, DEPTH OR HAZARD. CONST TYPE: PROP. ZONE: FIRE ZONE: - T r! V• tom; C Legal Description: Lot ?, Glacier Park Co. Short Plat, SIC PL- G*4 -$5, according to short plat recorded in Vo :aa trage .4 , ,nTCTng 'oanty, Washengton, under A Situaue. in rlir .4 of "'LAX wsla.,._C.nue 4..t ' Lint. CI"? 01i.1(aS.hesivlro._ • TRASH ENCL. PLANTER A.C. PAVING 117' - -G' 1 LVR m 'DRIVE TFOU ENTE SIGN Pt.#H1CR U t;,. • •1E, FrAeameNT II l("#1c, PLANTER DELTAic9D23`17° Rm97.00' L le1R5.94' S97D52'29'E 172.04• STRANDER BLVD. (UNIMPROVED) f ro TRANS3 - t71�f irrlt_i-r•• b•�A ,salvii T \ /" 1 * to P.A. 5 �''lep i DEL TA3R91D1'3'32' R7 , L = 55.7'3' PUVER POLE h - :\ J / i -'G•. .. 3` w .fit: ..�:r;. 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ALUM, I 1,, tto + !1 • .. " FTNG. %•••••••••••••• 7 4. 5 '4.t 17 P • •in. Pur ‘1?„,?" c1)=- twm 1.41-3E- ib (-1-ixA LATH 0H4 V,AK y.4 Oc.p. ti%4t4 , 01"fir 5"4) 44 Ar 4-Dz4" ----JA plt Wa,ra ■ • to.7 c/A. 4;;Ai-V te4/ sgrAti att - 1 • /1 4.8, hurcH 174.v_ -to 6.6.* --1 zs‘ ift ttotv4:104 ---L- )4 Z.X 14‘ 4- gA s4 PO K- '--------- • ---------4- e ,k,..011,. 'F '1':F ‘./1 ..1-- - . 74 0 ei- -"------------ m4'rc.+-1 *Kii- - r- " - 6) va i/z'" 1 I , ic707 NTc) HATZki ileC Cri CIT — SU EfktAI CE141° • • , • • • .• mscriv CITY Of TUK SEP . 7 5. . • 4 ' 3 IC trZ Ui SPECIFICATIONS MIAMI mcatatut.zszaausirn ramaat...Q.Qv.`.`l_i The genteel Cen .trip. ee of the Contract for Construction A201 and information for bidders list by Foodmaker, Inc., representative of the American Institute of Architects, lntest edition, is hereby made a part of the contract documents tc the same extent as if w:rittere out in full.. AllteaSSOIXAILIISA shell be done in a first--class manner and in corpliencee with the U.B.C. as revised and adopted by the State of Washington and all applicable local codes, ordinances, and standards. IlesehallabseadonackaaeWa_pentreelge to verify ail dimensions given on the drawings avid to report any errors or inconsistencies to the Architect before commencing the work; In submitting a proposal it will be construed by the owner that the bidder has examined and familiarized himself with the site and has carefully checked all the details and assured himself that they conform in every respect with both lobe.' and state requirements. Ignorance or failure on the part of the Contractor or Subcontractors to examine or familiarize themselves with the site will not be Accepted as an excuse for claims to extra or additional payment above contract price. .ngep t that, $pec,i .e.4 shall be submitted to the Owner's representative, in the form of detailed drawings and a pecifications, for the approval of the Architect. Proposals that alter the Contract and /or permit documents, site conditions and /or :Structural elements, shall be prepared under the direction of and signed by an architect or engineer, registered in the state of location of work. The additional coat of professional services, permits, fees, inspection and other required costs due to the proposal of change, shall be paid for by the Contractor without cost to the Owner. The of this facility during the course of this work. Accordingly, the Contractor shall be responsible that unencumbered access to the facility is maintained at all times and the Contractor shall make every effort to ensure that the progress of this work does not hinder or degrade facility operation. :. .. at -relat s a ,...atfifv lajj gtiirstina Gondzt , dimensions and elevations before :starting work and shall notify the Architect immediately of any. discrepancies. Any conflicts found on the drawing shall be resolved before proceeding with the work. 4' cuntrest.oj atiekkJILLIaLellfratettealacatien of utility services in the tare& to be excavated and notify Owner's representative prior to beginning excavation. It are shown or information that is deemed by the Contractor as necessary is missing at the time of bidding, the Owner must be notified in writing prior to signing of a Contract. rr is shall be removed from premises and all areas shall be left in .a clean (brooml condition at all times A->w211 shall be applied in accordance with the manufacturer's latest recommendations or written directions. ric ne.t scale r rAeiegg : dimensions govern. The Contractor shall notify Architect immediately of any and all discrepancies. AllAimgnaigag Are to face of stud or centerline of column or face of concrete work unless otherwise noted. WeepsecopsIZSPURS-41Ial are not the woe e, thei met a l i s r i the If questions cannot be resolved Architect prior to proceeding with shown or noted for any part of same as for other similar work. in this manner, contact the the work. 1 1141 Aev lots ,-c l Qr K thereof are referred to in singular, it is intended that such shall apply to as many such devices, items or parts as are required to properly complete the work. lieeeS shall secure permits required by the fire deelartment prio_ to building occupation. Apeeev'ed zll,, a, , shall be kept in a plan box and shall not be used by any workmen. All construction sets shall reflect the same information,. The contractor shall also maintain in good condition, one complete set of plans with all revisions, addenda, and change orders, on the premises et all times which are to be under the are of the job superintendent. Ihe_oenteasetoe shall be responsible for the complete security or the building and site while job is in progress and until the job is completed. rr sx m lace : Remove all obstructions that interfere with buildiee construction as indicated or required. Remove all concrete drives' and walks as required to nearest eexieting joint to allow for a smooth transition t.es U-i.stting .work . r.ocaes. AtealptIlligetimde utilities by careful hand' excattc'tleti" before starting earthwork operationss. If utilities are to remain in place, provide protection from damage during construction operations. Contact local .Utility Company for information regarding underground utilities >wl. ...o..I' ,.l.t .Pd rec t l.r«'. q1?. r,- .d_)'', 3i1ig or other utilities be encountered during excavation consult the Owner imsrYediatel . for directions as to procedure. Repair damaged utilities to the satisfaction Of the Utility Owner. Cooperate with the Owner, and public and private Utility Companies in keeping services and facilities in operation. a e40._s_p_ .... :i and Post wit warning. 1 to or t 4. safety of persons, operating warning lights during hours from dusk to dawn each day. ris-ce.t.tia,..---ttiritalakmas utilities tidewe+alks, pavements and other facilities iM ediately adjacent to excavaticnes, from damastess.oa +awed by settlement, lateral movement, undermining washout Arid other hazards. i1 'iL, shall be selected fill material compacted to at least 00% of the Maximum Density Obtainable by the ASTM D1557 method of compaction. Unless noted otherwise on the grading plan and earthwork specifications, use non - expansion fill material at bs,;il.ding area and under walks. PVL 't- - N .>" CQQCRETE: fleg on drueing, provide all concrete work Complete, as shown on the drawings herein specified, including concrete framework, reinforcement dowels and accessories, concrete mixed place, finished cold cured. _- l AT.AL: Sue steucturFal notes. igN -- wooft_mkmaama See Structural "rotes. All woo4 mere in contact with concrete shall be pressure treated: je ese6us .fit eeteSi n, f ires; topping and draftatopping shall be installed to cut off all concealed draft openings tboth vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space; and shall subdivide attic spaces, concealed roof spaces and floor-ceiling assemblies. The integrity of all fire and draft stops shall be maintained. '.ilri&PENTRY .TERIAbS : a=1 gealltte ,A ur nc„ : Perform finish carpentry work in accordance with AW'I Quality Standards, premium grade. Use full length pieces, miter all joints, Fill all nail holes and sand smooth. Beso a blood et.-.,Fa.et&t off': To match existing, SEEMBRAN Salle area separation and ventilation shall conform to the 1988 U.B.C. 3205 and 2516f. 2 . ,vid '- ' es so that the area of the concealed space in the floor - ceiling assembly does not exceed 3000 square feet and the horizontal dimensions between atops does not exceed 60 feet, to comply with Section 2516 of the U.B.C. 0 `' . 0. ra a .-4 T' .l'. D.tLLU. una roofing systes shall conform to the following specification. any other manufacturer's material shall be approved by Owner before installation. 2. ., • LI 1 g -- Specification no. 4CNC, Class "A ". Thet of mgterAal , per 100 sq. ft, shall be not Less than: GIaibase base felt (1 ply) NO. 12 asphalt-coated glass felt (2 ply) Clascap mineral surface cap sheet (1 ply) Asphalt mopping (3 C 25 lbs.) 27 lbs. 24 lbs. -.72 lbs. 75 lbs. Approximate weight per 100 sq. ft. 198 lbs. slpt. df base flashing and reefing on th wood. parapet wall, "Mannville Specification FE -1: Starting at the top outside edge of parapet wall as it dAcated,, apply a layer of base sheet extending it vertically down the inside face to a line along the middle of the cant. Lap the sheet ends 3 inches. Nail sheet .:32 inches on centers through tin-discs in all directions. Extend base flashing up the parapet wall a minimum. of 9 inches above roof surface and nail 9 inches on center through tin- discs along top edge. The surface of the base sheet and the base flashing shall be mopped with asphalt and while hot, install Flintglas mineral surface cap sheet wall covering extending Frog top outside edge of parapet wall across top and down the vertical surface over the first base sheet and base flashing to top edge of cant, All sides and end laps shall be 4 inches. Nai l cap sheet through tin -discs to inches on center along top of parapet wall. a. Valleys: Reinforce valleys with an additional ply of base sheet 36 inches wide e:,tending i2 inches up inclines, lapping of 4 inches on ends and solid mopping of asphalt to base sheet. b. Cant Strips: In angles of roof deck and vertical surfaces, the roofing contractor shall furnish end install a fiber cant strip with a minimum of 3-inch face. g�VI ION 7 - fit Rh1AI AU Ag4.aT1na 1'..linngua f FLASHINr. AlikAB fu-lrnl. h .nnd 1. , ,F:i t all fl exshil; . sheet metal downspouts, and scuppers not specifically described in other sections of these Specification, but required to prevent penetration of water through exterior shed of the buildings, including flashing, caps and roof s.lu ip. platform covers. Fstmrn - ,,,.fin ,,,, , � i ; _„ugana�ti.e{a, and d tails o f the ARCIHITECTURAL, SHEET METAL 1ANUAL , by Sheet Metal. end Air conditioning contractor's National Association. Ir. l(tEt .lag.k over a tayor of roofing felt. Ahatt.-241410.-Itata and pi" je Minimum elange. 24CA Minimum galvanized W /4" . �, €,l. a acute eery and wan caps, 22CA each minislum. glaYafa} .- I a 1. Sheet metal or iron shall be a standard brand of open - hearth, copper - bearing steel, copper - molybdenum iron, or pure iron Sheets. Use 24 gauge minimum unless otherwise call for can drawing:. 2. .a. All galvanized sheets shall he,ve a zinc coating applied by hot dip process to all surfaces. b. Zinc coating shall weigh not less than 1 -1/4 ounces per square foot or more than 1 --1/2 ounces per square foot of surfaces s covered and shall conform with ASTM A -D3. C,eneral AMildinA-ARRligAtkont 1. For joints where movement is anticipated, use A..C. Horn Hornflex (pylysulfide),.one component system in the color which most closely matches the adjacent surfaces. Sealant to have a shore "A" hardness of 20 to 30. 2 • 3. tg,,j - ; 1 lfilia. ._. ,......Q,g 2.laga: Ceneral Electric Silpruf Silicon Weather Proofing sealant. EAINTINg_ARA_MINtNc: 2. fig„ t„a't„ �4A: Sufficient time shall elapse between successive coats to permit proper drying. DIVISION 9 - FIiIS 1. LATH AND PLASTER: A. .u� � �w.a For dr) joints between dissimilar materials where little movement is anticipated, use A.C. Horn Hornseal Eleastomeric Caulk (butyl rubber) one component system in the color which most closely matches the adjacent surfaces. .sieKr'al: The finished surface shall be free from runs, drops, ridges, waves, laps, brush marks and variations in color, texture and finish. Lath sod plaster work fact/des exterior Portland east piaster scratch ei+ti1 brown coots sad a fish tester* cost. FS wok to be complete with 7eiltirod grounds wad aCSeasurtes. Piaster on etude to be over Per Cade 'V of evading per. tavittLasksitg f) Peortis d cement: Type L coeforrra4a8 to requirements s of ASTI'1 C S0.76e. 2) Urinated Lkr►o: Norahal t zg typo conforming to ASTfi (t;. 3) A99r066ta►' 4tua°el vend, cob rera FISTii CS& 4) 1/2" chopped . fb rgtess atraeeder f4R ifilkaAno Reelste at). S) tiotsr t Clean. 'l,:eitetebta, fresh and tree ?moo in/Mow &Muni* of acid, astaall, organic ironer or other deleterlose saboteimcea: C. #e stiter t! I) Mix end proportion cement piaster es foltsv t 2f 3i 4) S) a. Scr\R t a port con 1/2 to 3/4 pelt 3 so * Paris ei t . end 2 pow* o'f 2■2" siaapped flberOses Otren is per tisb re of Convent ts. 6tosen coati I part e. .ni. 1/ to 3/4 pert km, 3 to 4 parts aggregate rand 2 a of 1/2" chopped steer*** *trends per We volume of "cement. em. riAtth cc4l: 1 pert ►Me carooa►t: 3/4 to 1 pert iarle end 3 port* :bggregate filictine-spplad hoovy -tei fired. blown-on fWe3x Mt only es much plaster as can be used in eoes W hour. Mx material dry, to uniform cop and coniotoracy., before astidang wnsteor. Protect she from frost, dust end evretlerat. Do aei rpeteaespor mixes after leapt sot has °cowed. �. Motoi Loth e ; Detalo sad apaciflostiono tare based on *es. poechmta. SubstAttAions mot be h truractiot► a and &Aft, t) t,re- f'ebric Lot Single ply. pre-furred, poper-trect .__l .1/2..-x 17 set120. 9uea;ie61y0 sa:s41)e6e3. gel od Wtwofi ata,cco %eatt is f'dr+rrety adhered 'to le layers weather- rwAstantl Gracie 't '. ossitallrewoted paper backing with weeterp f oolitadve. AratliPo ts ate. *1 t►y Davit Wegkixe Carppofttlgao. c'k' 'S NETTIOW tls ' it 3.4 gain:eixeed metal lath 23 &Aft re Made 'if° sod Grodee '0 . 3) fictostOtioa a. Decorative Rev e4 Pig1 SYSTEMS DURO- TRIt2., Ml t -Bronze firms. FS Dare-Trim styles (architect specify) wheare on drawings shell be seas raanufantored by Syate torpor *tam TKit.t. Gstooroje, Pg wilco, Shred be extruded Itifuttnitson, 84 363-15 inetel - is W-4r c Q4 ) *actions M v , rasteoN rf sstt+rosi sheaf be sia vprevaxi. Fa joints shai be Uto neat e IMea r' d. t o remove salty ft sip t t and excess piaster eta etrer tvtaliatiost of system. The r>t>bstrotent shot receive a +retiti-stage chorrical pretreatissot follow! by el toOyt� coating (color era zl;ae �t et have a rr coat weight of 27r per squre t L b. Expatiation on ce ntroal scram No. J- 4- t1 -7/0" with 114" 26 WS* 8atsc+ led *NA r**6 *CM" h14)• t7 »7/6 28 e ta so?flt ead P OUn eetica s orap r No S. 24 l galvanized r ite tRICIR METAL TRIfi PRODUCTS'. ROOF SEISMIC f r r t..-.. . .21 .,.'F f df .'h r,. :'' . %, 1 + >. 2!aSa II; IIIIIIIIIIIIIIIII1I1IIIIIIIIII IIIIIIIIIIl411 IIIIIIIII1III1IIIIIIIIIII IIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi1IIIIIII1IIIIIIIIIII1 !11;11!11 ”1IIIIIIi`IIIIIIIIIII luIIIIIIIII!IIIII 0 "IT" "1" 1 2 3 4 5 6 7 8 9 10 11 ,aaoe: NOERM) f 12 NOTE: If the microfilmed document is less clear than this ':s notice, it is due to the quality of the original document. Oc 6z ee LZ 9Z 9Z 4 7Z CZ ZZ tZ OZ 61. 8l Ll 9L 9t in Ct EL 11 01. I 6 8 9 S +7 c Z 4 ww 0 ail 1111in!!I 1)111111 liiiiilfii� iiiilii! iiinl�ii��iullli! lis�I�iiiili�l�ii��iiil !itil���ili�iil�ril�,��I 1111�i! 0111111i��l!i�il�u�%n � 1Ili !i1ni�lii►il�nlLr1l!Ii0011lli!! Ili! lil4iililllllil1111i1611Mn61M11nnlMIl4iIl161in1666 sTRVe�:uRaL NoTES- Liu LO> 25 PSF ZONE III . ILI ►L loTFS WIND 80 MPH ZONE, EXPOSURE "C" 0YN DdTIDNA : ALLOWABLE SOIL BEARING 2000 PSF (ASSUMED) VERIFY. ALL EXTERIOR FOOTINCS TO BE A MINIMUM OF 18 INCHES BELOW LOWEST ADJACENT GRADE. ALL. SLAB FOOTINGS TO BEAR ON UNDISTURBED SOIL OR FILL COMPACTED TO 06% MODIFIED PROCTOR D 1557. QOK R : FOOTINGS AND SLAB F'C = 2500 psi ;efIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 31$. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE DENSE, WORKABLE MIX WEIGH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. REIN1''GRC1I;(C_ d'f: ALL REINFORCING MALL BE GRADE 40 (f; = 40,000 psi) CONFORMING TO ASTM A615-76a. DETAIL STEEL IN ACCORDANCE WITH THE A ;f,tPJ[1 ci-e,ND I' CyI9 j Q DETA ILING REINFORCED C {,ANC, aTI. TCUC`i► s.• WELDED WIRE FABRIC TO CONFORM TO ASTM A -82 AND A -185. COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS TUBE COLUMN SHALL CONFORM TO ASTM A600, GRADE B (fy = 45,000 psi) . MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (fy = 35,000 psi) . WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY CERTIFIED WELDERS. USE FRESH E6() ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT. FOR APPROVAL: PRIOR TO FABRICATION OF "MISCELLANEOUS STEEL. MISCELLANEOUS STEEL HANGERS TO BE S;MPSON OR . -\rP RC''ED EQUAL. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER (UNLESS SHOWN OTHERWISE ON DRAWINGS. MACHINE BOLTS TO SE A-307, ANCHOR BOLTS INTO CONCRETE MAY BE "K I K BOLTS", '• PARA BOLTS", OR APPROVED EQUAL. M I N I M U M EMBEDMENT PER UDC TABLE 26 - -t.. EWIN .. i1MDER: 3 INCHES 2 X CANOPY MEMBERS ... ... .... D.F. 42 fb = 1250 psi. 4 X BEAMS S D.F. *1 fb = 1500 psi 6 X BEAMS D.E. !1 fb = 1300 psi LUMBER NOT NOTED TO RE D.F. #2 OR BETTER. ALL GRADES SHALL CONFORM TO WWP , OARIN _BWIL EQE. W M L`t .[.G °i •- 1979 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WI'1i[ CONCRETE SHALL BE PRESSURE TREATED. !MAXIMUM MOISTURE CONTENT 13% AT INSTALLATION FOR ALL LUMBER. CRLU LAMINATED WOOD BEAMS, KILN DRIED, INDUSTRIAL APPEARANCE, STRESS GRADE COMBINATION 24F -V8 AT CANTILEVERED BEAMS (fb = 2 400 psi; fv .. 165 psi) . CLU _LAMS :BUST BE OBTAINED FROM AN APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS AND AXTC CERTIFICATE TO ARCHITECT PRIOR TO FABRICATION. Irlaa1,Qape ROOF SHEATHING 5/8" C-D W/EXTERIOR CLUE INDEX 32/16 ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1- 74 NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR SITE VISIT L'RIOR TO COVERING ROOF AND FLOOR DIAPHRAGMS. C') .N : DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORINC, BRACING, AND, GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FULD. OBTAIN ARCHITECT'S APPROVAL PRIOR fin ALL FIELD CHANGES, SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL F1 IM1ES, ETC . l cl. z E co k .t' , g dE 2 D z 03 0 Cr: m z a O O 90-252