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Permit 6895 - Frederick & Nelson - Tenant Improvement
91-505 frederick & nelson 6895 6810 south 180th street 1 Fg/R10<ia EL *L?S(15 TYPE OF CONST. :III -N UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: ❑Sprinklers El Detectors (� N/A UTILITY PE RMITS REQUIRED? s ❑ Ye. 0 No (through Pub lic Worksl ©No ZONING: BAR /LAND USE CONDITIONS? 0 Yes CONDITIONS (other than those noted on or attached to permit/plans) ,., .. ,1 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: PROPERTY OWNER ADDRESS CONTRACTOR ADDRESS ARCHITECT ADDRESS USE FLOOR TOTAL SQUARE FEET 000, LOAD tp'Sq_5 la- I�l - q l .: °I. 5� a .�. q � cQ , • ?C[r i ., �• ��, �+r 'px�.vJ�'.� 9��� lri� 1.� ,.,�Y�4.r SITE ADDRESS 6810 S 180 St PROJECT NAME /TENANT Frederick & Nelson TYPE OF U New Building ■ Addition t7 Tenant Improvement (commercial) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Replace purlins, beams, rafters, plywood, and two Frederick & Nelson Fifth & Pine, Seattle, WA Berkley Construction 201 Elliot Avenue West, Suite 301, Seattle, WA WA. ST, CONTRACTOR'S LICENSE # BERKLS *267LP P.L tip / SQUARE OCC. FEET LOAD SQUARE FEET SIGNATU CERTIFICATE OF OCCUPANCY NO. / OCC. LOAD NSA_ BUELD[K a PERMET (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) Z. �.. �i; i; �' ?. i9t ;diF''�s.;2.P;�Y,:�'�.1,Sd1'•f t�:iif 1!' �;.�S� J �� . DESCRIPTION AM O BUILDING. PERMIT FEE : PLAN .CHECK.FEE BUILDING .SURCHARGE SUITE It SQUARE 000. FEE' LOAD DATE ISSUED: SQUARE OCC. FEET LOAD UNT RCPT # 509.00 _qcol 331 :00' 4880:. q'I q 't' 844.50 -': PHONE PHONE DATE: % _ i' _ q/ PLAN CHECK NO.: 91 -505 VALUE OF CONSTRUCTION • 71,250.00 ASSESSOR ACCOUNT # 362304 9074 - Demolition (building) ■ Grading/Fill posts of roof. PHONE 382 -8279 ZIP 98111 281 -8600 ZIP 98119 EXP. DATE 12 -31 -91 ZIP TOTAL SQUARE FEET DATE: /0--// Se/ G I ( / C�yt.ST• DATE • Ia -tg cU 12- 13`91 TOTAL OCC, LOAD APPROVED FOR / BUILDING ISSUANCE BY: - 11110.I.1/ OFFICIAL I hereby certify that I have read and exam this permit and know the same to be true and correct. All provisions of lav 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 perrnit. PRINT NAMECA f Z ' W s �- COMPANY' This permit shall become null and void if the work is not commenced within 1 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days rom the last inspection. PERMIT NO. CONTACTED -.2 -Et 70. a� i DATE READY DATE NOTIFIED 1 ig' n - q ) (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) BY: (init.) AMOUNT OWING 5 (� 3RD NOTIFICATION BUILDING' . ?ERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME - FY pdXX i L K 4t � Q k5on SITE ADDRESS ��_ SUITE NO. (Ain O V l 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 COO. SQUARE LOAD , FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTM1 21BUILDING - initial review O FIRE O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review REVIEW COMPLETED la (ROUTED) INIT: 1 " ) )A INIT: A74 INIT: INIT: )ATE ' ROVE D CONSULTANT: Date Sent - FIRE DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: TOTAL , OCC LOAD Date Approved FIRE PROTECTION: fl Sprinklers Detectors N/A UTILITY PERMITS REQUIRED? I Yes Nojo INSPECTOR: BAR/LAND USE CONDITIONS? S- E- W- UBC EDITION (year): *Moll 4(oDe691 INIT: - (f"�f /�7 00117 SITE ADDRESS SUITE # 66/0 /80 5 VALUE OF CONSTRUCTION - $ - 71, (D50.00 PROJECT NAME/TENANT r� / _ f. . iz L_ Cc / • ' 4': - 'it ASSESSOR ACCOUNT # -- 6 '07 -- 0 TYPE OF ❑ New Building • Addition ■1 Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage ❑ Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: �C, :. / i. ✓/ g,- 'z,/J>- S ,/e/ 77 d t ✓ "e..-Pi-t)014,- f' 7W c) /b5.3 Z - f U O,.-, BUILDING USE (office, warehouse, etc.) G A U6 , 4tff- r2 Z );RA)/7i 2 — � NATURE OF BUSINESS: Ft-t pi, nr.< ,r ■12-#z,1 /C1- 2/7* WILL THERE BE A CHANGE IN USE? ❑ No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: / i aV Tenant Space: 57) avo Area of Construction: 630D WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER F� �� 'J_ t (.1 . fi riA- so !PHONE ; �2 _ 627 ADDRESS E24,_/. SQ LY ZIP ,S /// CONTRACTOR r$r/- k-21.77: ,L),f7 d2vtC. 7/ (1 PHONE 28 / -- 860 0 ADDRESS 2o/ ,CG-G /O-r ,4-z"' GO, SGt /� r '(2/ ZIP 9g WA. ST. CONTRACTOR'S LICENSE # `g.-.- LC f �� EXP. DATE / / / /-- ARCHITECT PHONE ADDRESS (ZiP I. HEREBY CERTIFY:THAT I HAVE ..READ.:ANDEXAMINED .THIS APPLICATION AND :.;KNOW THE SAIViE T t� BE:TRUE;AND "CORRECT, AND'1AM`AUTHORIZED:TO sA APPLY FOR THIS PERMIT BUILDING OWNER AUTHORIZED AGENT SIG E e DATE PRINT AME n _ l t t A % V,C_r ��f� PHONE ( 9531_ e70(D ADDRESS U , acfX � 7 'C l i[t P_ () CITY/ZIP CITYe i o 9 PHONE °O�` CONTACT PERSON 0 (st3 t Snevic e irs CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER BUlLDIf PERMIT APPLICATION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE DESCRIPTION AMOUNT. :00 OTHER: RCPT # DATE 48 8C.�' APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to f ou d 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 DATE APPLICATION EXPIRES COMMERCIAL NEW COMMERCIAL 'BUILDINGS /ADDITIONS • Completed building permit application (one for each structure) Assessor Account Number Two sets :(2) of the following;`' Specifications'' Structural calculations stamped by a Washington State license engineer Soils report stamped by a Washington State licensed engineer Topographical. survey Energy calculations stamped by a Washington. State licensed : engineer or architect Legal description •., Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings !Structural drawings • Mechanical drawings ▪ Elevations Ci4il drawings; Landscape plan r Completed ubbty permit application Si); (6) sets of civil drawings: ?:`: NOTE: •`See utility permit application and checklist for specific utility submittal requirements.. RACK STORAGE.. :Completed building permit application n Assessor Account Number Two (2) sets of plans',` which include Buildingaloor plan showing: • Entire space:whore racks will bo located • Exit doors •Dimensions of all aisles n Tenant space floor plan showing rack storage layout, aisles and exits, NOTE; •• include dimensions of racks (height, width and length), aisles :. and exit ways on plan. n Structural calculations stamped by a Washington State licensed engineer (rack storage 6'. and over), RESIDENTIAL SU6MITTAL CHECKLIST Assessor Account Number Two (2) ;sets of construction :plans; which include: •Site plan .. .. RESIDENTIAL REMODELS one for each.stnlcture NEW SINGLE-FAMILY DWELLINGS /ADDITIONS El Completed building permit application (one for each structure H Legal description Assessor Account Number n: E Two sets (2) of working drawings which include • Site plan :-► (On plan, show c/o'sest hydrant location: • Foundation plan •Include access to:buliding, showing • Floor plan ; wld:h and length of access:) • Roof plan: • • Building :elevations ,(all views Building cross section • Structural framing plans Washington State Energy Code data • Compieted utility permit application Six (6) sets of site plans showing utilities NOTE.: Building site plan and utility site plan may be combined See utility permit application and checklist for specific submittal requirements;'. Additional topographical and soils information may be'requirud il,unlque, site conditions. COMMERCIAL' TENANT IM PAOVEMENTS :` Completed building permit application (one: for each structure or ;tenant) :. 'Overall1iullding plan %'Tenantlocation Use' of •adjacent (common, wall) tenant Overall dimensions of building or square footage Floor;pian of proposed tenant • • Tent s plan w use.oteach;room labell � Exit •doors, egress paherns ;' New walls;: existing wail, and walls to be Construction details Cross sections showing wall.construction and me thod of attachment forfloor and ceding - Structural calculations stamped by a Washington. State licensed - engineer: may be required if: structural work is to: be:done (2:sets • NOTE 11 "any utilitywork Is to be done; submit separate utllrty permit application and plans edition of tenantspace xisting and proposed parking ndscape, plan (11 applicable, 1 e, c REROOF n Completed building permit application Assessor Account Number '. Narrative describing existing roof,:; material being; removed, and ';: material being installed„ :: NOTE 'A certlficationletter is required prior to final.inspecuon and sign ANTENNA/SATELLITE: DISHES Completed building permit application Assessor Account Number • Two (2) sets. of plans, which include Site Plan (showing bu'Iding and location of antenna/satellite dish n Details antenna/satellite :dish ; and method.of attachment,;: Structural calculations stamped bya Washington` engineer' may be required • Completed building permit application r each structure):: Assessor Account Number Two (2) sets of working drawings, whlch :• plan • Foundation plan • .Floor plan Roof plan Building;olevations (all views Building cross section Structural framing plans: _ NOTE 1f any utility work Is to be done and plans must be submitted. REROOFS Completed building permit li ' ' ` • Assessor Account Number Narrative describing existing roof, material being removed;! Material being installed: NOTE: A* cerukcation letter is_ required prior 1o'fina! lnspecaon and sign- • `off of the permit . ; .. utility permit application SITE ADDRESS SUITE # (A l o 5 1%0 cat VALUE OF CONSTRUCTION - $ 15, oco . 00 PR JECT NAME/TENANT e - .�_ I .. v‘ tip, c , r Y ASSESSOR ACCOUNT # .3_____..-3 04 - c10 - (-) (commercial) LJ Demolition (building) 0 Other TYPE OF 0 New Building Addition JJ Tenant I ement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: AT PHONE Z EXP. DATE / PHONE BUILDING USE (office, warehouse, etc.) l�a`rC—�ou 5e_. -z str- 1�- v'v<) ••�- . v c- 4c; „, rp c r � Vic -ko v\ l NATURE OF BUSINESS: Sc,I\e S C Y rt��• re , WILL THERE BE A CHANGE IN USE? [ No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Ia Tenant Space: S 0 / c v p Area of Construction: 3 p© WiLL THERE BE STORAGE OR USE OF LAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? rki No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER \' �.()� r ` t . �., vu \ �; �\•� PHONE gc � ZIP l 1 ADDRESS c , �� a~ / . CONTRACTOR � ' r t a i S0‘ii 3C-.) 1 i/ _ 1_,. D-4,7 L. v , PHONE Z EXP. DATE / PHONE ( — S �dcj ADDRESS .-;( 1c. 14v.r- 1 ZIP cgs v ` /1 / WA. ST. CONTRACTOR'S LICENSE if .-BF._._ ARCHITECT ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER EREBY, CERTIFYs gTHAT(< hiAV.: RE AD .`AND,;EXAM M� TRUE AND CORRECT A'AUTHORIZED TO; "APP LY.F...OR THIS P.,,ERMI BUILDING OWNER SIG OR AUTHORIZED AGENT CONTACT PERSON PRINT NAME ',- ." ADDRESS „. r tt [ v ` \ V Y`,L BUILDING PERMIT APPLICATION ' : >�DESCRIPTVON.'� BUILDING PERMIT FEE;::: PLAN .CHECK FEE`:::: OTHER: TOTAL::=" AMOUNT. RCPT::•# B UILDING SURCHARGE E:.. ;301 DATE . PHONE s \ ^ g Lc CITY/ZIPP c I 1 9 PHONEaz (©oi 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 i AUTHORIZED AGENT 1f the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by. limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. 1f you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES o�r�r�oi _ ro r• _4� . L.. / l.' �� ll � ypeo nspeM1 to a e•: 1��`__ 1 . 0- i4`0 �� Sp"clal n truct ons: Date anted: _. / --4e. am. .m, Requester: ZX� Phone No.: COMMENTS: eceipi 'o: • ❑ Approved per applicable codes. •• �.ift.�� L? ':�! {.>;" C1' 1*,' �w: �T':' Oan. r... r i '�'•r...«.r- .vlr «wr.r.�.r....«� -r.. °" •INSPECTION. RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED.. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1. • . eek— ypeo nspeM / • Ad. ess: r, -'10 a Date Called; Spe "a n' ructions: . "')� P 4111T— Date anted : / 0.- G 1 / am p.m. Requester: Phone No.: i /� / o � 1)- ac 5(l ,,, Yd s CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ecelpt No.: INSPECTION RECORD Retain a copy with permit 6g PERMIT NO (206) 43 COMMENTS: Inspector: Date: ❑ Corrections required prior to approval, ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Project Name /14 Address 65M ,5 ,/, t7 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule pproved without correction notice Approved with correction notice issued * Date Gary L. VanDusen, Mayor / OS Control No. Permit No. 6x25 Suite # T.F.D. Form F.P. 85 January 13,1992 Dale Berkley Construction 201 Elliott Avenue W, Suite 405 Seattle, WA 98109 Fax 575 -5525 orsen, Pre • dent gt6etlwte ROOFING SYSTEMS FOR INDUSTRY To Berkley Construction Co.; tter is to affirm that t e roof construction at 6810 South 180th in Tuk a, Fr d= ek dc Ne / "urniture, is built per the MBT Spec #C- •2-160F0-C -12. 9816 Fauntleroy Way S.W. , Seattle, We. 98136 Washington Cont. License MO•NO•405•JP Phone: (206) -0857 Zinc& 1975 MBTech nology COMBUSTIBLE DECK 2 ply 160mi1 Cap SPECIFICATION TABLE USE Factory Warranty and UL Fire Rating selected by designer, Cap Surface, unless otherwise noted, furnished with low- maintenance, fire retardant, long life granule surface, No Coating required for fire rating or system longevity, and would be cosmetic only. Coatings are a maintenance item requiring ongoing reapplication. Cap Application, unless otherwise noted, can be Torch, Hot -Mop, or Cold Adhesive. Designer may stipulate any or all of these optional methods. Insulation optional for UL Fire Rating, unless otherwise noted. Spec Number identifies water proofing components required (Cap Membrane, and Base Sheet), SPECIFICATION DRAWING: C -2 -160 a FACTORY U.L. CAP WARRANTY RATING SURFACg 16 Yrs Al Gravel 16 Yrs Al Gravel 16 Yrs Al Granule 16 Yrs At Granule 14 Yrs A Granule 14 Yrs A Granule 14 Yrs A Gravel 14 Yrs A Gravel CAP INSUL- SPEC APPL ATION NUMBER Torch Only Reqd C -2. 160- FT- C -16•I Optional Reqd C -2- 160 -SF -P -16.1 Optional Reqd2 C -2. 160 -FG -C -16.1 Torch Only Reqd C -2. 160- FGFT -C -16.1 Optional Torch Only Torch Only Optional Reqd Regda Reqd Reqd COMBUSTIBLE DECK C -2. 160- FG- C -14 -I C- 2.160•FGFT -C -14.1 C -2. 160 -FT -C -14.1 C- 2.160•SF -P -14.1 12 Yrs A Granule Optional Reqd2 C- 2.160•FG- C -12 -I 12 Yrs A Granule Torch Only Reqd C- 2.160•FGFT -C -12.1 12 Yrs A Gravel Torch Only Reqd C -2. 160 -FT -C -12.1 12 Yrs A Gravel Optional Reqd C -2- 160- SF- P -12 -I 12 Yrs B Granule Optional Optional C-2-160-FG-C-12 12 Yrs" f3 Granule Torch Only Opttonat C -2. 160- FGFT -C -12 UL Fire Rated Systems GENERAL: General Recommendations Page 8; Deck Preparation Page 5. MATERIAL: Approved Types Page 9, Adhesive: ASTM 3019-80 Type II Fast Dry, a© 1 1/2 to 2 gal /sq Asphalt: Slopes to 1/2" Type III ASTM D -312 Slopes > 1/2" Type IV ASTM D -312g 25 # /sq. nominal rate, Mop Application Temp. 425-450F. InSUlation: Approved Types Page 7. APPLICATION: ' insulation: Refer to manufacturer's instructions for special application of insulation to substrate, and base sheet to insulation, Base Sheet: Beginning at low point of deck apply shingle fashion with 2" side laps, and 3" end laps. Page 11, -Wood Deck: Mechanically Fasten •Insulation: Solid or spot, hot mop or cold adhesive. Cap Membrane: Beginning at low point of deck apply shingle fashion, 4" side laps, 6" end laps. Cold Adhesive Page 13; Hot -Mop Pages 13• 14; Torch Pages 14.15, CAP 4 WT BASE MEMBRANE # /SQ SHEET FT160CWH 115 SF160G SF160P 100 SF160G FG160CWH 110 SF160G FGFT160CWH 115 SF160G FG160CWH FGFT160CWH FT160CWH SF160P FG160CWH FGFT160CWH FT 160CWH SF160P FG160CWH F•GF F160CWH FG160CWH FGFT160CWH FGFT160GWH FT 160CW H SF160P FT160GWH 110 115 115 100 LF40 LF40 LF40 LF40 110 LF25 115 LF25 115 LF25 100 LF25 110 LF25 '- 10 Yrs A Granule Optional Reqd C- 2.160- FG- C -10•I 10 Yrs A Granule Torch Only Reqd C- 2.160- FGFT- C -10 -I 10 Yrs A Granule Torch Only Reqd C -2. 160- FGFT- G -10 -I 10 Yrs A Gravel Torch Only Reqd C- 2.160 -FT -C -10.1 10 Yrs A Gravel Optional Reqd C -2. 160- SF•P -10•I 10 Yrs A Gravel Torch Only Reqd C -2- 160- FT•G -10•t a See Page 18 Par 6: M/L Warranty; Par 8: M/L & Workmanship Warranty r U.L. Ratings Pending. Contact MBTechnology for verification, 2 "A" with min 3/4" Insulation, up to 1/2" Slope. "B" No Insulation Required, Omit "I" from spec number. SPEC NUMBER LEGEND: Deck • Piles - Cap Thickness • Cap Type - Mat Type • Warranty - Insulation Of required). Deck: C==Combustible Piles: 2 Cap Thickness: 160mits Cap Membrane: FGuflreguardSBS FGFT =fireguardSBS (Torch Only) FT =fastorchSBS Cap (Torch Only) SF= supertlexSBS Cap Reinforcing Mat: C =Combination Polyester /Fiberglass G. Fiberglass P =Polyester NOTE: Cap Membrane & Base Sheet Physical Properties Page 35Aerformance Standards Page 57. 110 G2 115 G2 115 LF25 115 G2 100 G2 115 LF25 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -505: Frederick & Nelson 6810 S 180 St PIIONE 11(206) 433.1800 Gary L. VanDnscn, Mayor THE PLANS FOLLOWING COMMENTS D BECOME UNDER UCWILLA BUILD NG PERMIT NUMBER (p q0? THE APPROVED 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 4. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), and Washington State Energy Code (1991 Edition). 5. 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 . approva1__of any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 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 X 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 lnsp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 6810 S 180 St BUILDWG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BAIL ®iNG ( PERMIT NO. DATE ISSUED: [ �-- fl PROJECT: Frederick & Nelson CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 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. 09/14!00 Plan Check No.: REQUIRED INSPECTIONS P ,N REVIEW COMMEI& S Project: -14 • - ' oc�b No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. 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. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight 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 (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. 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. 15. 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). L I 616.) / A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). ' 17) 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 (1990 Edition); - and -WashingtarrState Regulations - for•. Barrier -Free- Facility. ( -1990. Edition): 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.S.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a)7. 24. 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. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney >C! 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. X 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final Plan Check No.: REQUIRED INSPECTIONS P ,N REVIEW COMMEI& S Project: -14 • - ' oc�b No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. 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. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight 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 (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. 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. 15. 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). L I 616.) / A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). ' 17) 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 (1990 Edition); - and -WashingtarrState Regulations - for•. Barrier -Free- Facility. ( -1990. Edition): 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.S.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a)7. 24. 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. 25. A Certificate of Occupancy will be required for this permit. MEMORANDUM TO: PLAN REVIE FILE 91-505 FROM: RSB DATE: 12/16/91 SUBJECT: PLAN REVIEW OF F &N ROOF REPAIR ********************************************************** PLANS SUBMITTED INCLUDED PLANS AND DETAILS OF PROPOSED NEW WORK. IN ADDITION, THE ORIGINAL STRUCTURAL SHEETS OF THE BUILDING WERE SUBMITTED FOR REFERENCE. A REVIEW OF THE ORIGINAL REQUIREMENTS INDICATES THAT THE PROPOSED REPAIR WILL PROVIDE THE SAME STRUCTURE AND CONNECTION CRITERIA AS THE ORIGINAL BUILDING. CONSEQUENTLY, GIVEN THE CONSTRUCTION IS EQUAL TO OR BETTER THAN THE ORIGINAL WORK, THE ROOF SHOULD PROVIDE THE SAME PERFORMANCE AS THE ORIGINAL. THE FOLLOWING COMMENTS WERE NOTED ON PLANS: 1. ALL WELDING TO BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS, WHETHER WELDING IS DONE IN FIELD OR IN AN APPROVED FABRICATORS SHOP. 2. SHOP DRAWINGS FOR STEEL FABRICATION TO BE APPROVED BY ENGINEER AND A COPY SHALL BE MAINTAINED ON SITE AND AVAILABLE TO BUILDING INSPECTOR. 3. INSPECTION OF ROOF SHEATHING NAILING IS REQUIRED. 4.: NEW ROOFING: MINIMUM CLASS "B". INSTALLER TO • ' PROVIDE CERTIFICATION TO TUKWILA.BUILDING DIVISION AS A • CONDITION OF FINAL INSPECTION APPROVAL. BASE PLATE 2 13/16" 'PURLIN SIDE `VIEW SCALE: 1" CONCRETE WALL 5/e" EXT GRADE STRUCI"IT PLYWOOD ----1 WITH 104 NAILS AT 2" OC PERIMETER AND 12" ON CENTER AT INTERMEDIATE MEMBERS 2g6 OF NO 2 QF,QTR :PLYW000 PACKERS AT 24" ON CENTER WITH SIMPSON HU 26'HANGERS EACH END 1/2" NON SHRINK` GRf 1JT 7/8" WEDGE IT INSERTS FRAME AROUND SMOKE MATCH WITH 419 OF NO 2 LUMBER USE MUTF -48 MANGERS EACH ENO 1/4 8 "'DIAMETER HEAVY STEEL PIPE COLUMN 1/2" WALL THICKNESS 2 1/2" 2 1/2" 1L.f : i . l i 2 I /2" 2 1/2" NEW 6" HEAVY STEEL PIPE COLUMN SEE DETAIL 2/S1 THIS SHEET -- 3/4" THROUbii BOLTS NEW HEAVY 6" DIA STEEL COLUMN SEE C €TAIL 1 /S1 THIS SHEET NEW PURLIN HANGERS SEE DETAIL 3/S1 THIS SHEET e -3/4 "x34.5" OLD 2400F -V4 JOINT BETWEEN 6 -3/4" BEAM 4e AND 8 -3/4" BEAM 6 -3/4 "x34.5" GL8 2400E-V4 BEAM JOINT ROOF FRAMING PLAN \---- EXISTING PURLIN N N NEW PURLING TO SEAT IN EXISTING PURLIN HANGERS o-- EDGE OF EXISTING ROOF REPAIR OR REPLACE DAMAGEO HANGERS AT THE txISTING PURLINS PER THE DIRECTION OF THE ENGINEER. P .. CITY OF TUKWILA APPROVED • 1/ 3/8" 1 103/4" I ' • _ i/2" 1/4 2 STEEL COLUMN DETAILS — AT dNTEI;IOR SUPPORT SCALES 1" ., 1 ,_ 0 ►, • gop eDAag41BN45 FO�C 5 F,4epyerggi 7U tae 4 � y EM/# AND 6/70/28510411/774#4149 .qND 19•41 Td • NEW RoopA/4 /41111Mw4 crass g SCALE: 1/16" . _0„ 1 ED P FIJ.EI R Coi, 3/I$ SPARS. • /N6p�io of 4zp 6477N4 NAiG /4/4 i3 i Permit No COQ 1/2" NON SHRINK GROUT /NEr4erZTb P*O/OE �— rAFrc INSERTS � ThK&/4 &//DJt4 / /S /ON As 4 CoNDiTIDN oFANRL /N PEcT, 4# ALL HOLES FOR SIMPSON N54A RING SHANK NAILS ( 1/4" x 2.5" 1 6 -3/4" TOP VIEW 6 -3/4 BEAM SIDE VIEW 'IUSE`3" WIDE x 3/16" THICK FLAT STOCK TO PRODUCE"PURLIN BENT AND CARRIER BEAM SADDLE TO BE WELDED TOGETHER TO FABRICATE' THE HANGER FILE COPY 1 understand that the Plan Check appravals are Subject 'to errors and t fissions and approval of plans does not authorize the vlolatlon of any adopted code or ordinance: keceipt of contractor's copy of approved Plans acknowledged. w 4 PERMIT NO. THIS SET OF APPROVED PLANS MUST . 'BE, ON THE JOB' AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS ' NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION APPROVAL BY THE TUKWILA BUILDING DIVISION DEPARTMENT OF COMMUNITY DEVELOPMENT 3/8" q 3/8" Date. /21./.. 1/2" 6" DIAMETER HEAVY STEEL PIPE COLUMN .432" WALL THICKNESS 3/ 6" 3/16 USE 2" STITCH WELD PATTERN LENGTH' OF BRACKET SIDES. 3/16 3/16 1' -5" v 1/4 1/6 BACK PLATE TO BEAM SEAT 3 1/2" 21/2" 8 -3/4" TOP VIEW PURLIN SADDLE HANGER 3/4" THROUGH BOLTS ,_ w 6--3/4" BEAM SIDE VIEW w oo O 1/2" 1 10 3/4" 1/2" 1/4 N 1/4 1 C T YP ?C 3/8" PLATE AT SIDES STEEL COLUMN DETAILS — AT CONCRETE WALL SCALE: 1" s 1' -0" BACK PLATE SECURED'T0 WALL WITH FOUR 1/2" WEDGE IT ANCHORS BASE PLATE k N 4) N If APPD FOR CONSTRUCT DATE' DATE DESCRIPTION SCALE: 1" SCALE: NOTED DISTR. CENTER 1" PLATE USED TIN AND 80$10M EXISTING BEAM CONNECTOR TITLE • DR SY: VAS FREDERICK "& NELSON ROOF REPAIR PLAN j DATE: 12/1t;/it ICRD BY: VAS JDATF: 12/10/ : DAKOTA GROUP `''INC CONSTRUCTION cQNauLL MI.a. 112084 98th AVE'JUE, N.E. KIRKLAND, WASHINGTON 98034 PROJ 140 MGM) 1' -O" KO f I ILIKWIL CM' Of 1 31991 PERMIT CENi FLOOR TO BOTTOM ir CONCRETE WALL 5/8" EXT GRADE STRUCT II PLYWOOD WITH 104 NAILS AT 2" QC PERIMETER AND 12" ON CENTER AT INTERMEDIATE MEMBERS 2x6 OF NO 2 OR BTR PLYWOOD BACKERS AT 24" ON CENTER WITH SIMPSON HU 26 HANGERS EACH END FRAME AROUND SMOKE HATCH WITH 4x8 OF NO 2 LUMBER USE HUTF -48 HANGERS EACH END 1/2 "' NON SHRINK GROUT 2 1/2" 2 1/2" 7/8" WEDGE IT YNSEE1tS -- - --�-- NM I I n11nmi ins I -T V -'1 NEW 8" HEAVY STEEL PIPE COLUMN - SEE DETAIL 2 /S1 THIS SHEET 11_8" 1' -0" 6" DIAMETER HEAVY ./ EL PIPE ,COLUM 1/2 WALL TH srE t 21/2" 1 NEW HEAVY 6" DIA $TEEL COLUMN / SEE DETAIL 1/$1 THIS SHEET _ NEW PURLIN HANGERS //- - SEE DETAIL 3iSi`'THIS SHEET 4 " � - - - 3/4" THROUGH BOLTS 6 -3/4 "x34.5" 6LB 2400F -V4 6 -3/4 "x34.5" 61B 2400F -V 4 BEAM JOINT JOINT BETWEEN 6- BEAM - AND R -3/4" BEAM `- -- EXISTING PURLIN - NEW PURLINs TO SEAT IN EXISTING PURLIN HANGERS - - EDGE OF EXISTING ROOF ROOF FRAMING PLAN REPAIR OR REPLACE DAMAGED HANGERS AT THE. EXISTING PURLINS THE DIRECTION OF THE ENGINEER. STEAL COLUMN DETAILS - AT INTERIOR SUPPORT SCALE: 1" = 1' -0" BASE PLATE SCALE: 1 / 16" = 1' -0" APPD FOR COMST•UCT REV TITLE DATE 12084 98th AVENUE, N.E. KIRKLAND, WASHINGTON 98034 FREDERICK & NELSON '`DISTR. CENTER ROOF REPAIR PLAN DR BY VAS DATE: 12/10/91 CKD BY: VAS DATE: 12/10/9! SCALE: NOTED DAKOTA GROUP INC PROD NO 601-=01 -07 2 13/18" 2 13/16" , 5 5 /e" 1/2 "'NON SHRINK 'GROUT 7/8" WEDGE IT INSERTS ALL HOLES FOR SIMPSON N54A RING SHANK NAILS ( 1/4 "x2.5" 1 3/16 f N73/16 3)16 N V 3/16 1/2" 6 "DIAMETER STEEL: PIPE COLUMN .432" WALL THICKNESS 6 - 3/4" TOP VIEW PURLIN SIDE VIEW 6 -3/4" BEAM SIDE VIEW r 1 1 1 ' I ri l4 1i I ` f l . i'T _' i , l' � 1 . 1 ' i , `I , t r1I" Y. +`g 'J`I.,I i 5 ' I: °BFI` �i �TI, T 6 � g L ; ill '. anhii I I I �rl USE 2" STITCH WELD PATTERN LENGTH OF BRACKET SIDES. LISE 3" WIDE x 3/16 " .THICK FLAT STOCK 'TO PRODUCE PURLIN BENT' AND 'CARRIER BEAM SADDLE TO BE WELDtb TOGETHER'TO FABRICATE"`THE HANGER --3/4" THROUGH BOLTS 1/4 1/8 BACK TO 'BEAM'SEAT 3 1/2" STEEL COLUMN DETAILS - AT CONCRETE WALL 8 -3/4" TOP VIEW 2 1/2" 8-3/4" BEAM SIDE VIEW PURLIN SADDLE HANGER SCALE: 1" Iv 1' -0 " 3/8" PLATE AT SIDES ' FAR SIDE FLUSH 1/4 3/4" THRUGH BOLTS -- 1" PLATE USED TOP AND BOTTOM 3/4" 1' -5 3/4" BACK PLATE SECURED TO WALL WITH 1/2" 7 . WEDGE IT ANCHORS BASE PLATE SCALE: 1" :" 1' -0" 1 \1/4 <TYPXCAL =--! 4 r EXISTING BEAM CONNECTO$ SCALE: 1" =a 1 " -0" f 1-ti WILA c�N o� � , ��‘ DEC 3 P ERMVT CENIEN KtuPTIIL Plat to. t..Tekiderze., ‘71 JAVIUF i c. 4/s-t CONC. COL. T Y rri 5PAC.E.5' Cp )413)k BAR 6 IC, 0.c. st A ,PI4 J it_t_tR expANsiom st_x.vG r ors Gt .COL. LIOTE-: FOOTItJG ELa.v. s WOW LI - 11-4US EL. (7) 4 Z' 0) PLAkt At4E 70 "TOP CF FC0111 t1c LE.s s Nso-re...o • druzAwiss.. --- moTE: SE.E C.ROtie.41) PLC:10R PLAN S FOR L(A11OMOF F ^PROMS ,L T mil oil V RT1 CAL SEE DWG 4-0 r. it7::;11 b411111111.imi • PG4 EC.A.S7 A.N.I EL-5 3c TYF LI LIE 1 3"-5E.G. 5-7 TL-643 MANSON 0. BENNETT STATE OF WASHINGTON D2T. -(o) •\ LLJ DRAWN RY , CHECKED BY MG L APPROVED O 5 -fp . TOP C5-SID CF PCC.Ker) T'-PL/C ZISCRIPTION r; PR 4 c.'s ac • Ft,A1 34 C ( t) T 5 ? TR 2 -F--r•— • • -- C F L T :Ci4C: KICKER ")1...0111" BC, T. 7p, p c. I) G. • L21V11 aA. 1NP,(tioN1 C tv1f1 — A R E/-■ N ,g LA% v.% r•i^ FIN ;At) F Loc ± . g - "e 5 ' 1 7 \_ BTWN GRIDS- NOR AREA, 'A) SECTION (4) ;44"tt z _ L r t ( -s co 1` -1-\( PICA £TEPOR FOa A T 10'S NORTi4 1 0' FREDERICK & NELSON DISTRIBUTION CENTER TUKWILA WASHINGTON SOUTHCENTER INDUSTRIAL PARK - BUILDING DEVELOPED BY • PACIFIC WESTERN 'DEVELOPMENT COMPANY. INC. 8013 PERIMETER ROAD SOUTH BOEING FIELD SEATTL.'?:. WAGIf INGToN MANSON BENNE1T ARCHITECT VICTOR 0. GRAY & COMPANY CONSULTING ENGINEER in . r. , r 8 - ; r • , ii. r ' ■ C • Z r ' . to .,,'"I'''-' , rrr ' , KtuPTIIL Plat to. t..Tekiderze., ‘71 JAVIUF i c. 4/s-t CONC. COL. T Y rri 5PAC.E.5' Cp )413)k BAR 6 IC, 0.c. st A ,PI4 J it_t_tR expANsiom st_x.vG r ors Gt .COL. LIOTE-: FOOTItJG ELa.v. s WOW LI - 11-4US EL. (7) 4 Z' 0) PLAkt At4E 70 "TOP CF FC0111 t1c LE.s s Nso-re...o • druzAwiss.. --- moTE: SE.E C.ROtie.41) PLC:10R PLAN S FOR L(A11OMOF F ^PROMS ,L T mil oil V RT1 CAL SEE DWG 4-0 r. it7::;11 b411111111.imi • PG4 EC.A.S7 A.N.I EL-5 3c TYF LI LIE 1 3"-5E.G. 5-7 TL-643 MANSON 0. BENNETT STATE OF WASHINGTON D2T. -(o) •\ LLJ DRAWN RY , CHECKED BY MG L APPROVED O 5 -fp . TOP C5-SID CF PCC.Ker) T'-PL/C ZISCRIPTION r; PR 4 c.'s ac • Ft,A1 34 C ( t) T 5 ? TR 2 -F--r•— • • -- C F L T :Ci4C: KICKER ")1...0111" BC, T. 7p, p c. I) G. • L21V11 aA. 1NP,(tioN1 C tv1f1 — A R E/-■ N ,g LA% v.% r•i^ FIN ;At) F Loc ± . g - "e 5 ' 1 7 \_ BTWN GRIDS- NOR AREA, 'A) SECTION (4) ;44"tt z _ L r t ( -s co 1` -1-\( PICA £TEPOR FOa A T 10'S NORTi4 1 0' FREDERICK & NELSON DISTRIBUTION CENTER TUKWILA WASHINGTON SOUTHCENTER INDUSTRIAL PARK - BUILDING DEVELOPED BY • PACIFIC WESTERN 'DEVELOPMENT COMPANY. INC. 8013 PERIMETER ROAD SOUTH BOEING FIELD SEATTL.'?:. WAGIf INGToN MANSON BENNE1T ARCHITECT VICTOR 0. GRAY & COMPANY CONSULTING ENGINEER ON LINE LE GENE) LevA''1°`it N bg' '`i!a` F� •0 R oo F UEtttjNG 'A'CtOVE Rp6F Low PbtlV't ELEVAtIONS 5'rmmellzRCAL A13GU LINE . 1"YPIcAt. POR AR'IrA ® (+ �.. a- I a .' ) la li VoMil t- 2S" * , 2 . 5 4. 30" +32..5" 36' -0 = 4 32, ROOF FHAPr11NG .PLAN --: AREA par ROOF PAIJEL '2)(4'4 SMALL 4 L2GT . 4T2.UGTLRAL 41RAD - SeE - scstio1T1l 6 Rig AQ lTtoI.1..1. ittr= CPtta5 gar ei40UJM..' EE AaaCRLPYUG5 " F.. F.►2AM1uG k4 OJMGl :_FOOL CMG'S• PLYwao STU;. E RS TYR' ROOF FRAMING (3AY, VY/ouT OPENING gri I Pj‘ na !k;ti REGISTERED ARCHITECT MANSON O. BENNE*T STATE OF WASHINGTON yn 1110. ...■••■•.. ,. r- .vim • - ..r..+ � . a" R:1?. SCE DET. . 1145 54,4 I?�8 c. rYl?.II�AL..- OrHERvv(sle ° = '. °UET . rte OPP 8. S-6 NOTE ; PROVIDE U.:ER ! r ; AS rR E'" ' G Vd i-1 E'R e 3tAMc ARE DIgP ;: t..,T w t u T HS G- r `3A xhp(o- •: ,r Vv/a -/:1 x 5"mxP. bOu TYP CrI•HER SIPG 6p a.L. doL.. (CLUE at.a.R) _ 1i' -`20 GA. M 6riaL DECK r.nA\R xUEE. SEE` • nV -ri.; S 'P O i.J R I.. IN - ° 4 ILA.P•R5 7 t r C3EFk \ alf It ` CN GLT 25 , FURt_liv I�AtvGFR x ' ?7F 714 Cvvc; S-G :. De T. (3/j -7 JL x ' c ,� t •• A .:' 7, :PACE(: A: ?'IICW�i LA.G- .��.C11TS • I � �9'x i lg ' pQ q",cQ 3/4 CI._. NC TS WI4E BC /'•1 +5 Aft S/-\M \___ PT.} -I, O/N.I% I_11.L VHICKNESS OR f?0T1 f3 Et INTO SUSPENt7CG SPAN. SEATTLE. WASHINGTON MANSON BENNETT AIA ARCHITECT VICTOR b. [CRAY & CO MPANY CONSULTING ENGINEER rw�rr+r rr' .�.uwrr IY ..a.. FREDERICK & NELSON DISTRIBUTION CENTER SOU1`HCENTER INDUSTRIAL PARK TUKWILA WASHINGTON BUILDING DEVELOPED BY l � PACIFIC WESTERN DEVELOPMENT COMPANY, INC. 6013 PERIMETER ROAD SOUTH BDEING FIELD 2 1 94 A. _ IY B P- 1 3 P E EAL Ra 101 1 - . il Dlun11111h Hn ; .31s) ~Nor 4x4xY4 5 It-4 4 13,4•C6 014t...m 5 /44 ex,LTS veR.TiciNt- 13 sEE VwC-4 PLAN VIEW 4 - ir7 (+- SE PLAN V Ey .ntzzer.4,1 + 32.5" + 32.5" tort mew Itn4s. Fbrz. Aoprriakr.A;L:t 04.145 Liar 1.4o■.1/43-(;.9ag gr-44.tmcoa • 41740i 1.Ackt op • ... • . ROOF 'FRAVII PLAN:-AREA P FOR R N. E-Ir; SEE PANCL. - t-Les./:' DWG S-7 + 5 • ED-1 4 sg. osT.C) 131-1 4 Nii."111 (a.e o•c• NoTel) f" c A M G 5ER TR. •". MANSON 0. SENNETT STATE OF WASHINGTON / W la .L 5 CIA c• 1 E 4P/kia AK* Fr" 7 CCAL Pi- E3t-4 - rrp. 01`i LiNe .1' 9 t? 12. 5 E E C) $EE 6ETs T YPICAC.BEARING 'PLATE AT 9"x GLU-LAM ,COLUMNiS DETAIL (E. ft A A 1- f NOTE: 10 a e 0.c. ' 1L ALL - 1'0 cOme.AON A:1LS 2,Y NP SOACING CALLgO OUT A1 Occ.6R5 /ALL_ ' FzI=Its ' C.e. NAILS 23 la"C.C. YE P Pt.'r N.Ad D: t. .", ■•• N.? r " NAILING •• ( 7.% v c,..■ ;i 1-1%. e.7.' • • C V_ "1 1-A ICC IC d 2."c• C. • FREDERIC K NELSON DISTRIBUTION CENTER SOUTHCENTER INDUSTRIAL PARK TUKWILA WASHINGTON BUILDING DEVELOPED SY ' PACIFIC WESTERN' DEVELOPMENT COMPANY, INC. 0013 PERIM el ROAD SOUTH BOEING FIELD SEATTLE. WASHINGTON MANSON SENNETT A1A ARCHITECT VICTOR 0. GRAY & COMPANY CONSULTING ENGINEER KEY PLAN B EA RI G PLATE C TYpe. A BC D BP 1 22" rt Xi' ' BP2 PANEL_CONNECTION SCHEDULE _ _SOP_ MARK 'AR EA- ® ARE. A- .'` LI NE Q,.10 to REMARKS ® LI NE T0(43 (WELD LE NCA_ 3 - TIES @ i COL. PIER I = 4> i-�►rh -G,� DEEP. / TYP. 4•PI..A•ca5, SEE GROUND PLR PLAt4 AR. e^. (L3) Ic 1® sworn'.*OM" cola CCt-4 . KICKER TYRO &E' r. PI\NELS: Ori t AT PCTTCM7 =ONe-t. / 1 ' SSE DETAIL 1 -1 t . Fog Phq RS,''r. Ir • PLAN FREIGHT ELEVA AT GROUND !`LOOR /4/ -two" SECTION ► •- Q • - DETAIL • I o'- 1• T.O. t'TG 'TYPICAL PANEL . TO FOOTING CONNECTION FCt2 [SASE CONN. 7 --. SEE SEG. a /5-2 /e -'4, REINF. SEE PLAN NOTE: 1=REIGHT ll.l =v. CoNC. WALL ONE POUR A.5 3NOvL POLYSTYRENE ROLO CAULK BEE PLA.K1 RDA L.GCC . -STEEL It. PANEL t,AGE- ,RE_INF. SEE PANEL Et -E.v. DWG s FOR LOCATION, BAP. S , SPnaCING• C. To C. TYPICAL `PANEL.' PANEL CONNECTION. VERTICAL ELE•V. SHAFT. 8" CM.0 WALL_ W /EXTRA HEAVY JOINT REINF.IN ALT. COURCES EXTEND A LT • BA RS WATER STOP ALL AROUND _ LEAVE HOLE Ill :ANC; INSERT 'SLF,. VE '14 • HA stSd PLAN w a cLEVa -Tian: ,4x 4* 4y/ 3x v'ruc'5 1 vsaEZtE.s F.15) MARK -B 5EE . TYPICAL 'TOP' PANEL`CO•N`NECTI • T 6r �•u. fra. 3- O LINE q -'5 nN�.. c lei ID . C. tro w s lAcercrrrrefew 6e1?•01, T SOLI,CA 9R . Fit.L: . ;w /WQQO ft. lir faittift- . . Graout4o FL.R tL. '3 .t -�v. a•d' 18 -o SLIDE : k cA,.0 WALL :�( �. + I�4t�••71- At • v • 4xe FILLER 02. PLACED AF PANEL_ t5 ER C 3ECTIU1■1 TYPICAL STEP FOOTING 9EC.TION � F•!3) M ARK' �Rk F3AR) MARK C . BARS 9' BAR • -• TYP EXP 4OINT DIET. ON DWG co �Et= pL.A1.1 PO . 44, Nvit Nks MANSON 0. STATEOFWASHINGTON DESIGN LOADS: Roof: Mezzanine: Stairs & Fan Rooms: Ground Floor Slab:. CODE: 1967 Edition of Uniform" Building Code. CONCRETE: Ground Floor Slab and Interior Footings Exterior footings', miscellaneous concrete Precast and cast in place walls; columns, mezzanine slab, apron slab REINFORCING: Shall be deformed bars meeting ASTM Spec. A -305, A-15 steel. Welded wire mesh shall conform to ASTM Spec. 185 -61T. STRUCTURAL STEEL: _ All steel shall meet.ASTM Spec. A -36. All bolts at Mezzanine shall be friction type, high strength bolts and conform to ASTM Spec, A -325. All other bolts shall be un -.1 finished bolts and shall conform to ASTM Spec. A -307. Fabrication and erection shall conform to the 1Q63 A .L.S.C. Specification. All welding shall be performed by certi- fied welders of the A.W.5. and shall conform to the standards of the American Welding Society. Catilabrer- vneli tqntne:. beavro+lt . -for P.. t.. ' A t Mar uee• shall Le L' deep, 12. gaga galvanized Type . B , deck. Minialnm section modulus • = .27 in 3 . Deck shall be welded to beams and edge: members @ I2" 'O.C. ‘^' -• - 4' • • ; METAL FORMING: forming shall be placed on top of joists 26 withafu shall be In the Mezzanine area forming shall be galvanized gage, he to all joists and edge members by welding @ 16" 0.C. JOISTS STEEL #7 Compositfe high strength. steel ,joists if the Mezzanine shall be designed and fabrieated• "" it accordan with the 1963 A I:S.C. Specifications. Alternate joists' shatL be r L4 Series 'designed. in accordance with nice Steel Joist Institute.: Alt joLsta sh .1.1 be dead load cambered .for 1'�G,:>kimta i,� si . All masonry units shall be g rade A units � grade its With Vol f'm = 675 psi.' '�xtar eh�ari'�'h+s. .per U.B.C. . Grout sha.L_ be f'c = 2000 pat. @ 28 days. Provide block lintels over aLi • • openi. nga a th 2 a t[4 unless otherwise detailed. Lap all ve rtical rein orciAg 3Q hip H I ....47,••••-: : ., , , M1 y,,, . y f ' ''' ‘,,._." . .... . " t ' . -, ,•■ 1 . :-'' i G+ru Q' l� �•v be nation B (fb = 2400 pai). Columns shall: be GUI -LAM: Roof beams andpurlius sha -, - _ _ rade exce t teams 9 x 34- Douglas _ , - v e- doaii g p 34-1/8, Area B between Grids (J) and (L) which shall. b ''.4.- _ NAILING: Nailing shall be in accordance with U.B.C. schedule on Sheet, S,5:` -- PRECAST WALL PANELS: For special nailing of roof, see- nal - ling, Wall panel reinforcing shown on drawings designed tor in place Loads ot.lp Contractor , &7. shall provide additional reinforcing for erection loads as required. (See specificat • SHOP DRAWINGS• • z, All shop drawings shall be checked by the General Contractor .prior to submission tO tilt- engineer. Complete shop drawings shall be required for all structural items. (See Specifications). '' G- 3.43x/ .1 xc -9 n w /3- .,.•411•11111rr1w Wind •Load Alloy:table Soil Bearing = L -2x2 c s o -G' :_ 1441/7 c.,, 6 "$%q" x o -9 v. q- „ cp x o- G"S'TLIPS MANSON BENNLc't`1 MA ARCHITECT L.L. L.L. L, L. E.L. L .L. GENERAL NOTES '25 psf = 1,25 psf; D.L. a 60 psf = 100 psf = 400 psi Area A slab designed r 250 psf ' Arca B 20` psf + Seismic Zone III 2000 ma 04. + L.L. + Seismic •• ' ►t, c' ) 'Gatt� ` POLYSTYRt'14 KCt) \- 7"' DETAIL k. CAU L K'Ca 101= • 0l1 ,•w f'c = 3500 psi @ 28 days (See specs. Mix Desigr f'c = 3000 psi f'c a 3500 psi @ 28 days SEE PANtL ELEv. t=oR SP1c NG C. C. TYPICAL PANEL TO PANEL CONNL CTI ON AT ' CORNRS VERTICAL. RECEIVED CITY OF TUKWIL.A PERMIT tENTEtt, FREDERIC K NELSON DISTRIBUTION CENTER BUILDING DEVELOPKO BY PACIFIC WESTERN DEVELOPMENT COMPANY, MC. EA 0 1 3 PERIMETER R sourm BOEING FIELD SEATTLE. WASI-IINCIETON for Line Load ..2500 lbs. • vlartm• 16. GRAY M. COMPANY CONSULTING ENGINEER .1.: