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Permit 4474 - Sound Building Associates - Sound Floor Coverings - Reroof
CITY OF TUKWILA Building Division N, 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT Reroof 18375 Olympia Ave S. warehouse Sound Building Assoc. 18375 Olympic Ave S. Custom Roofin PERMIT # 44 -74' Control # 86 -326 Suite # Tenant Sound Floor Coverings, Inc. Assessors Account # Phone # CUSTOR291M9 8001 5th Av . FOR BUILDING PERMIT ONLY Statt e, WA Sq. Warehouse e Retail Other Occ. Load 1st F1. 2nd Fi. 3rd F1. Total Fire Protection: [ Sprinklers Detectors Zoning Type of Construction Special Conditions 575 -1181 Zip 98888 Phone # 762 -0170 Zip 98108 sq. ft. sq. ft. sq. ft. sq. ft. Fees 1st F1. 2nd F1. other other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL $ $ 174,000.00 Receipt #3577 $ $99,00 Receipt # $ Receipt # 3577 $ /,SO Receipt # $ Receipt # $ $ 90015;Q___ FOR SIGN PERMIT ONLY LI Permanent L] Temporary L( Single Face L( Double Face (] Wall Mounted (J Free Standing [[ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 1S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL Bt COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date (Yti LICENSED CONTRACTORS DECLARATION I hereby affirm that l am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees. with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the prop rty am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date 9/� CITY OF TUKWILA { Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address Reroof PERMIT # 44_71_ Control # 86 -326 18375 Olympic Ave S. Suite # Tenant Sound Floor Coverings, Inc. warehouse Assessors Account # Sound Building Assoc. Phone # 18375 Olympic Ave S. Custom Roofing /5.) 8001 5th Av CUSTOR291M9 FOR BUILDING PERMIT ONLY Statt }e, WA • Sq. Warehouse e Retail Other Occ. Load 1st F1. 2nd FT- 3rd F1. Total Fire Protection: [ Sprinklers [[ Detectors Zoning Type of Construction Special Conditions 575 -1181 Zip 98888 Phone # 762 -0170 Zip 98108 Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 174,000.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #3.77 $ .197,000 Receipt # $ Receipt # $ Receipt # 77 $ 7,,:,0 Receipt # $ Receipt # $ TOTAL $ 900,50 FOR SIGN PERMIT ONLY [l Permanent (l Temporary [[ Single Face 1 Double Face Wall Mounted C1 Free Standing [] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONLO FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR. CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. "XSigned' _� G LL•- '.(..C..�� er�..� Date LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature/ .) . ) �, •.�c�% �e r" Far cr , Date -� CITY Of TUKWILA ti:t 6200 So thcentert8ou)98188 BU( DING PERMIT APPLIC TION Control # g� �14 ; (206) 433.1845 Site Address 110040 Gi-I(Zi�rn.)5E41 F.T 1aidc • % Suite# H2O Floor# Project Name /Tenant 1,A1141 0.4900� imf-j t.j AI' o Valuation of Construction 31 Ca. P-3.-- Assessors Account# Property Owner b3l) -/C� -r-V 4 jL Phone 2_1-/-21/c) lIA Address 1 1p D o C--t YLf 51 Sf-i i_ ev . Zip 1=;) 81 ag App 1 i cant ; .:�^(, U i9, r. r---' -i. Y -r Phone 2-41 - o 2 O`5.-- Address !(o 0ce). C -lie. c A..SS'e-p...1 12.1.7. . zip liesjef& Architect /Engineer Phone Address Zip Contractor T Gi-t L peril l_.. c5pi0=' License# -i'EGTV 4400 Phone 241-02.0'-5— Address 4,000 -.....g e4 _ sta iat) Zip ?�1g8 Class of Work: ❑ New ❑ Addition ❑ Demolition • 12,Tenant Improvement ❑ Remodel (residential) II Reroof Interior Demolition ❑ Other Describe work to be done ')►',,t - ,4Ld qty 1.-,/- 04--7r%;.47-1E --, Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building *1 0 Square footage of tenant space Building Use Of-11%51C-,65 Will there be a change of use? II Yes No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ` Applicant /Authorized Agent (sign ture) ,4,.i 4: _ ,....i ' / % .i -• Date / (print namel , IIIMX4it r Contact Person (please print) P/a-- /74iby,,e,c, Phone 24/ —02-e) OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ ,go,I Receipt# 6- Date Paid - ' / Plan Check Fee (000/345.830) Receipt Date Paid Bldg Code Sur Charge (000/386.904) .50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid ri *New construction only TOTAL i 60 (OWES: $ ) r e:.) v,... 1 SQUARE FOOTAGE /BUILDING USE INFORMATION Square Fo.t..- of Entir- B.i din.. FLOOR USE /Occ Type SQ.FT. 1 LOAD USE /Occ Type SQ.FT. f LOAD USE /Occ TVD: SO.FT. OCC t(IAf 1 ' SO.FT. 1 ' OCC. / D'f f 7 G e 1 -r 2 - 3 '/ g4' 1 34--- / !'on •2 (» 111' TOTAL , TRACKING DEPT. DATE IN DATE OUT COMMENTS BLDG" `7 i/tc$ �� /� � 1 Approved for Issuance Type of Const. To Mahan: • Date Approved: FIRE ,,. E? (2,‘.3 q (10 Approved (Initials A'', Per letter dated !o Fire Protection: prin lers ❑ Detectors PLNG Approved (Initials) Q BAR ❑ LAND USE /SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated 11110.!' iE ' ii+4?1tYrtsvP t�: vn.ss •ac.u».. CITY OF TUKWILA 'Building Division 6200 Squthcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection /.21, Site Address /&jt 75 0 Requestor 72g frig. I (i Special Instructions o«................, �, _... ,.. .....,.......�.,,...... ». «n.... «.... �a,....: �, n �..n- .r.�.•��u,,.w..: -'s.ee s,, .,.� nsyx> �.•�,r �cw nk�•t�rtLa.�:a : gt�.N,� Y,Ky INSPECTION RECORD t/, PERMIT # L/ ))- Date gittu46 // y-no Date Wanted / /— /6?-' a.m. p.m. Project,..iOUl (A1. C2 pil iio Phone # X75 -// 8J Inspection Results /Comments: Inspector Date / A� auto. ae4i#i9, 9isc• 8001 5TH AVENUE SOUTH SEATTLE. WASH. 98108 RECEIVED PHONE 762 -0170 City of Tukwila. 6200 Southcenter.Blvd. Tukwila, Washington 98188. Subj: Roofing Project: Sound Floor Coverings• 18375 Olympic Avenue South Tukwila, Washington CITY OF 'TUKWILA DEC 161986 BUILDING VEPT, December 15, 1986 Gentlemen: Custom Roofing has installed a new.built up roofing. membrane. including. roof insulation in compliance with the following. specifications. Owens Corning roof specification # 33 I.C. insulation 3/4" fiberglass. Per Owens Corning specifications this toof has a Class "A "' U.L. rating over 3/4" fiberglass insulation.• Please see.copy of specification attached. Insulated /. Sheet PERMA PLY -R 31 -IC PERMA PLY -IV CITY OF 'TUK:WILA 33 -IC API Areas 31 -IC AIt')Ils3 1986 lost!lan tl, 26" 36 10" f 11•1/3" 1 t 1e" 2" aldelap l Perms Cap Application of Insulation Apply rool insulation in accordance with specification requirements. Insulation joints Should be staggered In ono direction. For multiple.loyer applications, joints of each layer should be offset a minimum of 6 inches from all joints of the preceding layer. Application of Plies Embed three plies of PERMA PLY in shingle fashion (starter sheets required), lapping 24.2/3 inches into uniform solid moppings of hot asphalt, using a nominal 25 lb/100 ft2 per ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed 12•ft. lengths of PERMA CAP (18 -ft. in Area 111) with 2 inch side and end laps into a uniform solid mopping of hot steep asphalt, using a nominal 25 lb /100 ft2. PERMA CAP end laps should be staggered 3 ft. Interply/ Surfacing/ Slope Nominal Installed lb/100 ft2 (Below weights exclude roof insulation and are provided for system design consideration) 33 -IC 31 -IC 202 202 Application of Insulation Apply rool insulation in accordance with specification requirements. Insulation joints Should be staggered In ono direction. For multiple.loyer applications, joints of each layer should be offset a minimum of 6 inches from all joints of the preceding layer. Application of Plies Embed three plies of PERMA PLY in shingle fashion (starter sheets required), lapping 24.2/3 inches into uniform solid moppings of hot asphalt, using a nominal 25 lb/100 ft2 per ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed 12•ft. lengths of PERMA CAP (18 -ft. in Area 111) with 2 inch side and end laps into a uniform solid mopping of hot steep asphalt, using a nominal 25 lb /100 ft2. PERMA CAP end laps should be staggered 3 ft. Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ft2 Interply Felts 3 plies Bitumen 0 -1/2" II, III 75 Ihs 1/2 -3" III 75 Ibs 3 -6" IV 60 Ibs Surfacing Asphalt 0 -3" III 25 Ibs 3 -6" IV 20 Ibs PERMA CAP 78 Ibs General Note All general instructions contained in the General Requirements section shall be considered part of this specification. Drainage Roof decks must be graded to drain all water freely. Drains shall he sufficient in number and size to assure rapid elimination of water from the roof surface. Nailing Treated wood nailors are required on inclines exceeding 2 inches per foot to help secure insulation and roof membranes to non•nallable decks or to decks with insulation. Nailers should be the same thickness as the Insulation and should be installed perpendicular to the slope on 8 foot face-to-face for slopes up to 3 inches per foot and 4 foot face -to, face for slopes greater than 3 inches per foot. Felts are to run parallel to the incline and must be secured at each nailer, 12" in from the back edge of the felt. Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopeE. ❑PI -- I ,,, -) I I,,111,1- I i,-1 I 111.1' 1 III 1' • _ '� PERMA PLY Rack 01 Ply To Ned Ply Edgy To Ply Up Fleshings See Flashing Section. 33 4. • UL' Specification Index RECEIVED CITY OF TUKWILA DEC 1986 BUILDING Dept Specifications Insulation2 Class Surface Perms PIy -R Perma Ply -IV Maximum Deck Type Min, Thickness Max. Thickness A Gravel 43•IG 41 -IG 3" NC;C;PL 3/4" FG, P, W(NC Deck Only) 33 -IG 31 •IG 3" NC;C;PL 3/4" FG, P W(NC Deck Only) 23 -TG 21 -TG 3" NC;C ;PL 3A" FG, P W(NC Deck Only) 4P•IG — 1/4" NC;C;PL 3A" FG, P W(NC Deck Only) . 3P -IG — 'A" NC;C;PL 3/4" FG, P WINO Deck Only) — 43-FG 41 -FG 3" NC;C;PL 1.3" 0 3.25" 0 33 -FG 31 -FG 3" NC;C;PL 1.3" 0 3.25" 0 4P•FG -- 1/4" NC;C;PL 1.3" 0 3.25" 0 3P -FG — 'A" NC;C;PL 1,3" 0 3 25" 0 43 -NG 41 -NG 3" NC;C;PL N/A N/A 33 -NG 31 -NG 3" NC;C;PL N/A N/A 4P -NG - — 1/4" NC;C;PL N/A N/A 3P•NG — 1/4" NC;C;PL N/A N/A . 43 -XG 41 -XG 3" NC;C;PL N/A N/A 33 -XG 31 -XG 3" NC;C;PL ' N/A N/A 4P -XG -- 'A" NC;C;PL N/A N/A 3P•XG. — 'A" NC;C;PL N/A N/A • Mineral Cap 43 -I�.� 41 -IC 2" NC;C;PL •3/4" FG; 1" P (Max, 1" Slope) — 31 -IC 2" NC;C;PL 3/4" FG; 1" P (Max. 1" Slope) - -TC 21 -TC 2" NC;C;PL 3/4" FG — 43•FC 41 •FC 2" • NC 1 3" 0 1 25" 0 33•FC 31 -FC 2" NC 1.3" 0 3.25" 0 43•NC 41 -NC 2" NC N/A N/A ' /2" C;PL 33-NC 31 -NC 2" NC N/A N/A '/2" C;PL 43 -XC 41 -XC 2" NC N/A N /A, 1/2" C ;PL 33 -XC 31 •XC 2" NC ' • N/A N/A '/2" C;PL Emulsion 43 -IS 41 -IS 3" NC ' 3/4" FG, P 1" FG, P 33.IS 31 -IS 3" NC 3/4" FG, P 1" FG, P 33 -TS 31 -TS 3" NC /" FG, P 1" FG, P 43 -NS , 41 -NS 3 NC N/A N/A 43 -XS 41 -XS 3" NC N/A N/A Aluminum 43 -IS 41 -IS 2" NC 3A" FG, P 1" FG, P 33-IS 31 -IS 2" NC 3A" FG, P 1" FG, P Unsurfaced 43 -IS 41 -IS 3" NC 3A" FG; 3A" P 1" FG; 1" P 33 -IS 31 -IS 3" NC 3/4" FG; 3A" P 1" FG; 1" P 43 -NS 41 -NS 3" NC N/A N/A 43 -XS 41 -XS 3" NC N/A N/A Legend Dock Roof Insulation NC = Non - Combustible C Combustible PL Plywood (1/2" Min.) FG = Fiberglas 0 = OCFoam P Partite W Wood Filwr N/A = Not Applicable Footnotes 1 U . listings must be referred to obtain specific products, uses, thicknesses, slopes and acceptable application methods. 2 I er vino' mlerdur appiuvals, user; and slopes refer to individual U,L. listings. nn Chalker Engineers, Inc. Consulting Engineers 950 So, Fawcett, Suite 301 Tacoma, WA 98402 (206) 383 -2797 September 23, 1986 Sound Floor Coverings, Inc. 18375 Olympic Avenue South Tukwila, WA 98188 Attention: Maurine Williams, Vice President Subject: Proposed Re -Roof at Above Location Dear Ms. Williams: As you are aware, I inspected the roof structure of the subject building on Friday, September 19, 1986, and obtained a copy of the working drawings (architectural and struc- tural) for use in examining the design loads, etc. I have been in contact with Interbay Roofing Consultants of Bellevue, Washington, wherein I have confirmed the following: Test cuts (samples) show the existing roofing weights (20 year mineral surface 3 -ply cap sheet- -Class "A "). Item 1. Asphalt 2. 1 -Layer 3. 1 -Layer 4. 1 -Layer 5. 1 -Layer 6. Mineral Unit Weight (PSF) Mopping 0.15 Asbestos 0.12 Asphalt 0.25 Asbestos 0.12 Asphalt 0.25 Surface Cap Sheet 0.72 Total 1.61 PSF Proposed Roofing (1986) 1. Rigid (3/4 ") Fiberglass Insulation 2. Roof Tape and Asphalt 3. 3 -Ply Fiberglass R -Felt 4. 3 - 190 Degree Asphalt 5. Top Layer Asphalt 6. Mineral Cap Sheet 1.61 + 3.09 = 4.7 PSF 35 Roof Hatches @ 45 lbs. (Displace Roofing) = 1,575 lbs. or 1,575 .013 PSF 119,232 _ Total 0.98 0.12 0.27 0.75 0.25 0.72 3.09 PSF CITY 6F TUYWILA APPROVED SEP X986 Acf ltS IVUIEU BU1LD1N(W-Dt ION (1 lede dr -.#:' Maurine Williams 2 September 23, 1986 Original Design Loading: Item Roofing 1/2" Plywood 2x4 @ 24" o.c. Truss Joists Insulation Sprinklers Miscellaneous Proposed Loading: Item Roofing 1/2" Plywood 2x4 @ 24" o.c. Truss Joists Insulation Sprinklers Unit Weight (PSF) 3.0 1.5 0.7 1.5 0.3 1.3 1.7 Total 10.0 PSF Unit Weight (PSF) 4.7 1.5 0.7 1.25 TJ50 @ 48" o.c. 1.05 Existing 1.3 Total 10.5 Mechanical units are very proximate to columns; ductwork is sparse. Based upon the above data I therefore conclude that the structure will safely support the new roof application without a tear -off. Please contact me should further questions arise. Very truly yours, CHALKER ENGINEERS, INC. Ron M. Kroll, P.E. RMK:dls J -7042 UL' Specification Index Class Specifications Surface Perma Ply -R Perma Ply -IV Maximum Deck Type Min. Thickness Max. Thickness Insulation3 Gravel 43 -IG 41 -IG 3" NC;C;PL 3/," FG, P, W(NC Deck Only) 33 -IG 31 -IG 3" NC ;C;PL 3/4" FG, P W(NC Deck Only) — 23-TG 21 -TG 3" NC ;C;PL 3/4" FG, P WINC Deck Only) — 4P-IG — '/4" NC;C;PL 34" FG, P W(NC Deck Only) — 3P -IG — '/4" NC;C;PL 3/4" FG, P W(NC Deck Only) — 43-FG 41 -FG 3" NC;C;PL 1.3" 0 3.25" 0 33 -FG 31 -FG 3" NC;C;PL 1.3" 0 3.25" 0 4P -FG — 'h" NC;C;PL 1.3" 0 3.25" 0 3P -FG — 1/4" NC;C;PL 1.3" 0 3.25" 0 43 -NG 41 -NG 3" NC;C;PL N/A N/A 33 -NG 31 -NG 3" NC;C;PL N/A N/A 4P -NG — ' /e" NC;C;PL N/A N/A 3P -NG — '" NC;C;PL N/A N/A 43 -XG 41 -XG 3" NC;C;PL N/A N/A 33 -XG 31 -XG 3" NC;C;PL N/A N/A 4P -XG — 1/4" NC;C;PL N/A N/A 3P -XG — '/." NC;C;PL N/A N/A Mineral Cap _ -I 41 -IC 2" NC :C;PL 3/4" FG; 1" P (Max. 1" Slope) — 31 -IC 2" NC;C;PL 3/�" FG: 1" P (Max. 1" Slope) 23 -TC 21 -TC 2" NC;C;PL 34" FG — 43-FC 41 -FC 2" NC 1.3" 0 3.25" 0 33 -FC 31 -FC 2" NC 1.3" 0 3.25" 0 43 -NC 41 -NC 2" NC N/A N/A '/2" C;PL 33 -NC 31 -NC 2" NC N/A N/A 1/2" C;PL 43 -XC 41 -XC 2" NC N/A N/A 1" C:PL 33 -XC 31 -XC 2" NC N/A N/A ' /z" C;PL Emulsion 43 -IS 41 -IS 3" NC 3/4" FG, P 1" FG, P 33 -IS 31 -IS 3" NC 34" FG, P 1" FG, P 33 -TS 31 -TS 3" NC 3/4" FG, P 1" FG, P 43 -NS 41 -NS 3" NC N/A N/A 43 -XS 41 -XS 3" NC N/A N/A Aluminum 43 -IS 41 -IS 2" NC 3/4" FG, P 1" FG, P 33 -IS 31 -IS 2" NC 3/4" FG, P 1" FG, P Unsurfaced 43 -IS 41 -IS 3" NC 3h" FG; 3/4" P 1" FG; 1" P 33 -IS 31 -IS 3" NC 3/4" FG; 34" P 1" FG; 1" P 43 -NS 41 -NS 3" NC N/A N/A 43 -XS 41 -XS 3" NC N/A N/A Legend Deck Roof Insulation NC " Non - Combustible C = Combustible PL - Plywood (' /a" Min.) FG _ Fiberglas 0 = OCFoam P Perlite W = Wood Fiber N/A = Not Applicable Footnotes 1 U.L. listings must be referred to obtain specific products. uses, thicknesses, slopes and acceptable application methods. 2 For vapor retarder approvals, uses and slopes refer to individual U.L. listings. nw 1 INTERBAY ROOF INSPECTION CONSULTANTS complete root Inspection From Specifications To onslpht roof application Inspections P.O. Box 6159 Bellevue, WA 98008 (208) 841.2171 1 Lawrence T. Musll, Jr. DWI N •, , FIBERGLAS ns ted /Cap Sheet 33-IC PERMA PLY -R 33 -1C All Areas 31 -IC All Areas Roof Insulation 2" sldalap Parma Cap Application of Insulation Apply roof insulation in accordance with specification requirements. Insulation joints should be staggered in one direction. For multiple•layer applications, joints of each layer should be offset a minimum of 6 inches from all joints of the preceding layer. Application of Plies Embed three plies of PERMA PLY in shingle fashion (starter sheets required), lapping 24.2/3 inches into uniform solid moppings of hot asphalt, using a nominal 25 Ib/ 100 ft' per ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed 12.ft. lengths of PERMA CAP (18•ft. in Area III) with 2 inch side and end laps into a uniform solid mopping of hot steep asphalt, using a nominal 25 lb/100 ft2. PERMA CAP end laps should be staggered 3 ft. Interply/ Surfacing/ Slope Nominal Installed lb/100 ft2 (Below weights exclude roof insulation and are provided for system design consideration) 33 -IC 31 -IC 202 202 Application of Insulation Apply roof insulation in accordance with specification requirements. Insulation joints should be staggered in one direction. For multiple•layer applications, joints of each layer should be offset a minimum of 6 inches from all joints of the preceding layer. Application of Plies Embed three plies of PERMA PLY in shingle fashion (starter sheets required), lapping 24.2/3 inches into uniform solid moppings of hot asphalt, using a nominal 25 Ib/ 100 ft' per ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed 12.ft. lengths of PERMA CAP (18•ft. in Area III) with 2 inch side and end laps into a uniform solid mopping of hot steep asphalt, using a nominal 25 lb/100 ft2. PERMA CAP end laps should be staggered 3 ft. Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ft2 Interply Felts 3 plies Bitumen 0 -'/2" II, III 75 Ibs 1/2-3" III 75 Ibs 3 -6" IV 60 Ibs. Surfacing Asphalt 0 -3" III 25 Ibs 3 -6" IV 20 Ibs PERMA CAP 78 lbs General Note All general instructions contained in the General Requirements section shall be considered part of this specification. Drainage Root decks must be graded to drain all water freely. Drains shall be sufficient in number and size to assure rapid elimination of water from the roof surface. Nailing Treated wood naiters are required on inclines exceeding 2 inches per foot to help secure insulation and root membranes to non•nailable decks or to decks with insulation. Nailers should be the same thickness as the insulation and should he installed perpendicular to the slope on 8 foot face•to•face for slopes up to 3 inches per foot and 4 foot face•to- face for slopes greater than 3 incises per foot. Felts are to run parallel to the incline and must be secured at each nailer, 12" in from the back edge of the felt. Each nail must be covered by succeeding plies. High temperature areas may require nailing on lower slopes. 1333 I till 1331 1333 ` 013 3311 133, Ply Edgr To 1 1 -r Pfy Etlp� PERMA PLY "..=+,- ..""1�_,.3'--= '— .."�- '��,,,'� -- 3�=- .- "'+'L...�^ 3�-- .�-- ,,�• --'�3— each al Ply To Ned Flashings See Flashing Section. 33 -11 CITY Of TUKWILA / r, ply Tuk10c1 h enter Bo )98188 BUIt DING PERMIT APPLICT TION Control # t�ln'. ,2�0 (,06) 433 -1845 Site Address / 3 75 0)-.)/ me ;C kvt. Sfl Suite# Floor# Project Name /Tenant 50‘4,04 FJ NC Valuation of Constructiontl (i dip- 7 Assessors Account# Property Owner .pyad jd9, 4s c , Phone 6- 73- -// S'/ Address IS 76 DAyrnto;C I) i ie. Se) Zip j�� /erg' Applicant 5t,tj,Ud eL d' iss G Phone 5-7 6- /A t/ Address ad Qli,..# -wt..- Zip Architect /Engineer ,�jfra �l4v GPeo-i 000.504 rA ois Phone co- p 771 Address PQ 03.e,'4 /SI - Fe / /e4ae. Zip 91000 Contractora,as^J-om (R00411001 License #CqS ro k vq i rn 9 Phone 174, a- a/ 7v Address Zip 9 - /dg Class of Work: ❑ New Q Addition [] Tenant Improvement ❑ Remodel (residential) ® Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done gQ Roo-F D V C !e cxe4 -; II' 5Z& 0-e Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building /J7 9JQ p Square footage of tenant space /1-25/017 Building Use U)/ - Q eti o u se Will there be a change of use? ❑ Yes iA'No If yes, describe change of use, including square footages of changed areas /I%O■tie Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes g No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED HIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER' HOR ATION TO DO THIS WORK. Applicant /Authorized Agent (signature) A Date %! ez- (print name) V. 7'.e R c! i'C k Contact Person (please print) �%% ,q,'iVe Lam/ I- A. % ern. S Phone 5-7,5-- -"ili/ A OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ ST7.0 Receipt# 3677 Date Paid ' . ' Plan Check Fee (000/345.830) Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 1.50 Receipt# 3SS77_ Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid t' *New construction only TOTAL 0Q 5'0 (OWES: $ *0.LSD ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot..- of Entir- B • din' FLOOR USE /Occ Type SQ.FT. 1 LOAD, USE /Occ Type SQ.FT. 1 LOAD. USE /Occ Tvo: SOFT. OCC 1OAD 1 'L SQ.FT. • ' OCC. TOTAL' TRACKING DEPT. DATE IN DATE OUT COMM N S BLDG � Q�f '4 j i56 Approved for Issuance h►!!► Type of Const. To Mahan: Date Approved: FIRE Approved Initials) Per letter dated Fire Protection: 0 Sprinklers Approved (Initials) • ❑ Detectors BAR OLAND USE/S-EPA CONDITIONS PLNG Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated ri MIfIWwNrY:vw.4M•w41uM+M•1� I�ru �r..wn.aw+r".a.rr�uxwe CITY OF TUKWILA Building Division Southcenter (206) 433 -1849 Type of Inspection f'J/4 Site Address 4375 -e Requestor 4r/77,q4,4,„..t.,/ Special Instructions .. �. rwu� .r+.- wrw..�w.w..v....w.< « >rn. w. �w ..r..,..n............,.w.n,.yi. �n+. r••:•/ v��v. h. �c:] unl t. o..+ Yt` xWYfSU •,'!g1Cl'rl�ilY +K`R�614t:ti Si'kP.L��%Sf:kY'.4TFfKtkl:, INSPECTION RECORD PERMIT # L/ /74/ Date Date Wanted #1744; Project G, Q7�U Phone # a.m..p.m. Inspection Results /Comments: 4!erx1 G Inspector `91-01/1... Date //// 7,/x Itatikkattgitatftl..1A. atIrntitlimiottorousA w»..w» a (;IT,V OF TUKWILA Building Division 6200 Southc.ntsr Boulevard Tukwila, Washington 98188 (206) 433 -1849 - -- Type of Inspec Site Address Requestor INSPECTICZ1 RECORD PERMIT # at Date Wanted /9 /2Z/ Project /(4;(1,;(,, y" Phone # Special Instructions Inspection Results /Comments: Inspector Date ,CITY OF TUKWILA Building Division 6200 Southcantar Boulevard Tukwila, Washington 98188 (206) 433 -1849 a�sr. rs4` xnY>: ae�Y !r'Ml:`!Y`';i ?+ro,^'Y'rk,.?1! 1 INSPECTI PN RECORD PERMIT # (16 75 Date /61-/7-360 S.'3 Type of Inspection 6 (7,11 Date Wanted /0- 20-8(0 Site Address /1 Ot /O ( z,2/mt�J`�d t/ A /'O Project 2vlii�l, e-P Requestor kly4I /1/ Phone #_ . — `5' 73'% Special Instructions -f)f t L At k2L1L7'O)L.. y.' 1 L177 C an? (2/7,a2 L yaf aicv. '' (� Inspection Results /Comments: _ Inspector )zetim Date /e/ //gr6- '•CITY OF TUKWILA Building Division Tukwila,tWashington Boulevard 98188 (206) 433 -1849 INSPECT IN N RECORD PERMIT # W%s Date 0/7/76 1.' 251/M9, Type of Inspection(Z, , /, fh .,, Date Wanted /9"7/ a.m p.m. Site Address /0/ .e,0, Project /�{;� %.,,,,Y .dam Requestor Phone # Special Instructions Inspection Results /Comments: / f,e(At �7 ����� 64, J C l Inspector el'6-7 Date /O' / (elf CITY OF TUKWILA Building Division 6200 Southcantsr Boulevard Tukwila, Mashlnaton 98188 (206) 433 -1849 Type of Inspection Site Address Requestor INSPECTI ..N RECORD PERMIT # "7 `` 7- Date /O --$�o Date Wanted /),7 -Z./ /6060 c Sfi.e.46eili Pat woo Project ✓l jai Phone # o2W -/Z/3 'S Special Instructions Inspection Results /Comments: t2„&.n2c.-pzz, e94 /V, 5' ` I44e44 ,X - 4,;(-<---tijel CiPc.el 241 ,27Z, Inspector A9-1444- /864/7 Date /0/'7/26 y YIAi1T$5d+1caraiV omt CITY OF TUKWILA building Division Tukwila. Boulevard (206) 433 -1849 • wwr. wv.awrwaw�Mw.a�.i..waeNaatlxt.N tae +wiFw�wMrtmastawlrw..H.n4aN�Kwry MU�q�at'• M41b:. �6ii4•. GNhM :inAioifX+i�tkYArl�g3'�F:2fi a.rvs� .�+I.�%�'a}�,lyiif%Yi�i.4�.:'S� INSPECTION RECORD fa '_ PERMIT # W %S Date 9^30—S(o Type of Inspection Site Address l ‘o04-0 CAM- (4l�l�vt . Pd. 1 Requestor Special Instructions Date Wanted /D'/ — S(0 Project VV) Phone # 0211 -- 30C1 a.m. .m. Inspection Results /Comments: sti r' 1/ { �,► �.., ��,� , /Yie -ii Ay A S� � Inspector Aft4vt. Date / / /rZ i Ba5 CITY OF TUKiv ALA Central Permit System ..ontrol No. Nc g 3/4/ Permit No. z//7.5- FINAL APPROVAL FORM smyA /., TO: ❑ Building El Planning El Public Works t1ire Dept. ❑ Police ❑ Parks /Recreation Project Name 4 ripn�n Address 1(00,4 o Ckr Pc) Type of Permit(s) T. 7- ?` -SPA-7K This project is nearing completion. Please investigate your area of responsibility and indicate" below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: (1) ( 4 %f- ?C' 8 ( ) O O O O () O ) O O Authorized Signature Date This project is approved by this department: J _r 1 / 0, ' AT ?r,/ ___J / -o,70 Au horized Signat re Date CPS Form 3 J . , City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Department Review Control *86 -314 September 29, 1986 Re: Whirlpool- Kitchen Aid - 16040 Christensen Road, #120 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98108 (206) 515 -4404 City of Tukwila Fire Department Page numb Hubert H. Crawley r Fire2Chief drawings.. (City Ordinance *1141 & NFPA 13, 1 -9.1). 4. All electrical wiring is to be inspected by the State. Electrical Inspector, Washington State Department of Labor & Industries. 5. In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) 6. All required occupancy separations, area separation . walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Yours truly, Tukwila Fire Prevention City of Tukwila; Fire Department,' 444 Andover Park East, Tukwila; Washington' 98198 (206) 515 -4404: TO THE TECTON COMPAIt" 16,000 Christensen Roa`d , TUKWILA, WASHINGTON 98188 (206) 241.2111 . ELETTEC. . oIF ITMaKSGEITIML DATE ATTENTION RE: JOB NO. WE ARE SENDING YOU XiAttached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order ❑ Plans ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION � � d4>41.4 1 / -..".'° • i SE P 2A. 1986 I ■:;'r'' op TUl:viiL ti I PLANNING DEPT. . THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE RE A APFAIL 19 • ❑ PRINTS RETURNED AFT ft LOAN TO US COPY TO PROVO 740 3 es/E1/71/ Inc. Dot* Mass. owl SIGNED: a_. If enclosures are not as noted, kindly notify us at once. Vei P\cveat, -1-Tr III x V , p-p4M TAPE. @ GOUM ' KAW PARTI11OU ®+ ©' 1II!13I1 ,..,.........u....e. I" x NUN • CO /A6. .,a.11 /A - ew -02,tize,e 2' • IA -rITtot : o/h 14T I•-1r-Kk r-14 GNI3 l'cJj}-I Sim MOM I`{LZ,K -1U I1•ci!✓K sloe cF NUN6 C�ILIN6 14 r-n4 1. GNE5 80-94 5111 pColrr-11c IM-TT FfoMK -1Z uNIr of NUNS CIIUN& s GWN 13 e'Tly I I t 11 11,4 u1.A-11oN -1,I(. -ro Ui.-43%5IM of NU►� CSI LII- . iLogwve. ACCtYT1c E411 I -4 ca-4 -F cv g rn 4. AFCVE. cE.ILIN.. co'? ►M TAi SE° i).,ii 1936 ('�'r� 6iET;;��''r VviLA CAL � P. I;tt )EPT. \v/rr 4A —COAT LIVe 174.' ZOGA. TRACK W/2. "10 sceEviS @ L4 "O.G. PAI KT 61-A C,K . s. 25 GA. &AI_V. SR. STUD 21-0P ox... .-AL. BLARVET ONLY • 5rb" TIRE GATED GIPSUM &OARO ((Alt: Notre CtNS1RUCT10N) 4" RulSatI2 IC41 151 e CAST 4I Fd16PsEK wie. E- V.AT r,� -GONT. 25 GA. GI�IV, STL. RUNNER. O1Mt L - PNCtaoQED 'To FLOOR 11( I /Gb K,IA ?6.PG A 'DUI4C KA W r -I-TUON C. 0.. SECT 10N BUI LDINr STD, PTh1, marvin stein (`r associates, inc. planning and design T 1" IT IOM Job N1002 t'!{ shim so Job 12 ep-WI rAV RAzA Dabs I•b.SI' • RM. 4.1.6A • *.r1M-1 4.11chrr rflJ7 •. -4,11 ra4m rt;*- cJt Awm. - I _ VOrc ..wAt_A-goAtzer, WArvi- TAFZ 1)1-11%02' "11CACK 014 rA6,11.4. 490 140t. 66KEIV TO .61l-t '0.4) ts/Z/A.L. 4Z1M■lk14 " FileTtkl. °GINO Beac• 514.5 OF a IN ) 714( -411 y,lito eocKet, r.cor•ii -ftkre rXISTN 14.1-LNIINUtvi MULLin4 iiii-at-HVI{M ' S EP 241: 1986 • (TY oi7:1i3K.WiLA PLANNING DEPT. marvin stein Fr> associates, Inc. planning and design T.11.139;rmo-lhAuLuai Ccom. Jo- 'h Spill 4 N— Sheol No /2 Job Kvemnr:\v F-Az.6. 0.1.1.21. 61 1 1 T1 . F491'1< % C0141L '1D OctrACK cob C& UM1.1 m.rvin stein FP associates, Inc. planning and design Tit i•INr`a1 n 4 /ItIW'. 6;i•N. Job Rn vl t:xv RAzA INEOraga SEP 24.1986 . liti• OF I U CVV$LA PLANT ifNG Job No5C 2j -4 SMfl No 2A 0.1. 1•21•61 • ' • vzil I I-011 SEP 24 19861 CITY OF' TUICVVILA L.........1L./)±Nt2,111\19 DEPT. mervIn stain associates, Inc. planning and design Telf:Tie 046 Pckxre. Ctry. Job givrAvu^,v RAIA Job Nce;02e1.4 sm.( No two OAK 112,1/A OAK t.t. I . -rti? I I/2.1 ■•■••••■•••■•••••• 11-0 ur \V/ P,141.60/A. 1)14'6 • • -ILM6 guri /7 mervin stein cP associates, Inc. planning and design ' Tills 17\61.-.11a re.01.1V1 [? [11) EP 24 19861 T[J-i■VVILA PLANNING DEPT. Job IVAVIV R42 Dolol,e5•61- �.f . W14 �R LJAMa OF VVAL. . cG p. ) n • 1: ..t VZGUTI% .14pv'b OAK TRW . A" FUTt 14466 I\10-r.; �t 644E 10.. Tirtc-AL. t711a1eld6lOI4s ime2 ANz� SEP• 241986 ` • F WI--VILA pINNING DEPT. marvin stain FP associates, Inc. planning and design Title - JAine2 Job IIiIVLRVI ENV fAZA Job No %Z$- 4sA..l No 1 1 0.1.1•15•61 - •. . Ct � T 11i;• i.. '.;.,, i •1„ 1. 1. 11/1"x " as In uI:AI7 OAK TKIA V4" KA.m co &., _Ma) 1 I/I 1$ / /7// /'/ / 7 -4 - -,—___ - r 11- marvin stein FP associates, inc. planning and design ., L-h w P TAIL. NU- NZZ Tsui ITS 4-FCAP SEP 2/1. 1966 ;1TY OF ithcvVILA PLANNING •DEPT. Job Kt MCVIC / Rya, Job NO CO2I•4$M., No 12 - • GLA �L4 OAK r1cAM 6 1222R LJAVII3 SEP 24, 19861 Uri OF Tt MMLA PLANNINE DEPT: marvin stein Fr, associates, inc. planning and design Tom Kit/1'1 JeAb € GIL4\e- 1 LI 1 v Job No 21.4sh..1 No 1� Job RAZA Dew .6. t51 - • 4,.‘7" 7TYP. MX, K. v Go0 K 4 3411 OAK Kywo. eNELr SIIDE FAJL l'IoAK -to :11<lk1 ALL- *)'<fte->eq . . Lc‘ . A1TON . OAT SrA1.1 0■7S ‘ 1 marvin stein PP associates, inc. planning and design TM, AT L*T Job 1V141 PLA2A Job N0t1272146IN No 0.1. •• 17• el ...• .•• • pl�A,\1' I/o's Ar,141,r, 1Al?TIAI.. HEIFH'T....f�At�.i'I`T'IDN To. GAL& ■ sEp 20, Ms c,ITY OF VTUKVV _A PLANNING DEPT. marvin stein Fs? associates, Inc. planning and design T.... AtznAL rAlzn-rToi,.... o_1.,�., .I s ' • • • • Off, GAP • •Psit.rT 151.6444 -our-607t tor-44A boo 41/17 tzo .CANS. vcop, 65P- -n•tmL Ancor PARnTo1J IN-VREN • S E P 24 1986 CITY OF TUOViLA Pk.ANN!NG DEPT. marvin stein Fip associates, Inc. planning and design Tit,. CAP- mocr. i4t• f,ormoi`l• _ ► ? +•� Sh:.� No` .(�j_ .., u Y'FV i(' 41,42,4- t N,; .t.:. i • 81;