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HomeMy WebLinkAboutPermit 6110 - Canyon Estate Condominiums - Buildings 1-2 - ReroofOctober. 1925.1 73rd St. S.E. Sincerely Yours, PERFORMANCE ROOFING Quality Rooting at A Fair Price 1991 City of Tukwila 6200 Southcenter Blvd. Tukwila,.Washington 98188 Attn: Dave Larson Re: Permits # 6111, 6112, & 6113 Canyon Estate Condominiums 15152 65th Ave. S. Tukwila, Washington 98188 We have installed a roof membrane assembly consisting of Genstar Flintlastic torch -down material and Gilsonite 150 Duraseal coating, (data sheen enclosed), which meets . or exceeds the requirements of a Class A roof. The roof was installed at the above address, under the City of Tukwila Building permit Numbers as per above. Iai l t. ; .;,.l�� t i . . . L1}i l OCT 1 0 1991 . CI FY Oi' 'Z'Ui�vUil.r1 'P!.AMt .113 D PT. Bothell, WA 98012 481.8058 rir•��llaiiit�Nl��:irran r;+w • L� G7iGO /UYm /11 MfWY N7 YA.NIIM i. /..N.J >awln i L. N.. . womminimimmum rrwra�pre�r�r�earunNairdrrseraralriiimrrrr��rm��r rartr�irar mairra rlimummammomrr wassrar r - i - lr - -r- .- rr rr rMarrlwrauraarrrrtrarrn rrrrrarrrrrrrrrrarrrrr rrrrrarr r --- ''" , T r! -- VI rr A rrrrrr rrarrarrrrrrrrrrrrrar rrrrrrrrrrrarrrrrrrrrrrr, 1 111111.11111111111 •' r '- i I. tr" —' it r' i IL IIarrrrrrrrrrrrrrarMINIS a NSINNI rrrrrrrrrrarrrraarrrl rrarrrr-- _�----�W - "m rarrrr� µ ' &arammar~rrrrrrarrrr aaaaarrrrrrrarrarrarrrrsraa. Varaaraarrrarrr rrrrrrarraraaaararrrrar rrarrrrr rrrrarrrrararrrrarrarrrrrrarrrrarrrrrM IXDOWrrrrrrrrrrrrrrarrrrrrrrrrrrrarrrrrrarrrarrrrrrarrrrrrrrrr rrrarrrrrrrrrrrrrrrrrr IMPURIrrrrrrrar rarrrrrerrrrrrrr rrrarrrar rrrrrrINU MMrarrrrrrrarrrrrrrrrrrrerrrrrrrrrrrt c C SECTION II PART 1 - GENERAL SECTION 07510 Specification No STA -2 -2 FLINTLASTIC STA'" MODIFIED BITUMEN SMOOTH SURFACE ROOF SYSTEM ONE PLY OF GLASBASE" BASE SHEET AND ONE PLY OF FLINTLASTIC STA MODIFIED BITUMEN ROLL ROOFING FOR USE OVER NAILABLE DECKS (FOR LIGHTWEIGHT INSULATING CONCRETE DECKS, SEE GENERAL REQUIRE- MENTS SECTION PARAGRAPH 4.05) See Insulation Section when roof insulation is required (07240 or pages 6.7, 27 - 28). Inclines: Up to 6" in 12" (inclines 2" to 6" in 12" see Nailing Requirements Section). Inclines above 3" in 12" use Type IV asphalt for base ply attachment on insulated assemblies. 1.01 DESCRIPTION A. Related work specified elsewhere. Accessories as required by project details. 1.02 PRODUCT HANDLING, STORAGE AND DELIVERY A. Products. Materials shall be GENSTAR brands delivered in original packages bearing manufacturer's labels. B. Storage of Materials. Store all roofing materials, coatings and miscellaneous accessories off ground completely protected against weather. 1.03 WARRANTY A. Roof Membrane Warranty. GENSTAR ROOFING PRODUCTS COMPANY will issue the applicable Roof Membrane Warranty on the roofing membrane upon receipt of the warranty fee, when all published conditions are met. Roof Membrane Limited Warranty Roof Systems require installation by a Genstar Accredited Roofing Contractor. Full Value Roof Membrane Warranty Roof Systems require installation by a Roofing Contractor Accredited and Licensed by GENSTAR ROOFING PRODUCTS COM- PANY. Prior to commencing work, the Roofing Contractor shall submit the necessary application form for approval to GRPC. The Roofing Contractor shall notify GRPC three working days prior to commencing work to arrange for inspection of the deck. PART 2 - PRODUCTS 2.01 ROOFING SYSTEM A. Modified Bitumen Roof System on Nallable Decks. On areas indicated on drawings to receive modified bitumen roofing, apply STA-2-2 Roof System, with the appropriate Genstar Approved Base Flashing and Metal Counterfiashing or Wall Cover- ing, as specified in the 1986 edition of GENSTAR ROOFING PRODUCTS COMPANY FLINTLASTIC Modified Bitumen Roof Systems Specification Catalog. Roof shall be installed by a Rooting Contractor authorized by GRPC to Install the specified Roof Membrane Warranty Roof System. B. Insulation. (07240 or pages 6-7, 27.28 of this catalog.) C. Summary of Materials per 100 Square Feet 'GLASBASE Base Sheet (1 ply) 25 lbs. FLINTLASTIC STA roll rooting (1 ply) 90 lbs. Approximate Total Weight without optional surfacing 115 lbs. D. Cants. In angles of roof deck and vertical surfaces, the Roofing Contractor shall furnish and install a solid wood, wood fiber or insulation type Cant Strip with a minimum 3" face. C .' NOTE: 'ALL WEATHER/EMPIRE'" Base Sheet may be used in lieu of inorganic base ply. 11 1 OCT 1. 0 '1991 I I • CITY ii): 'It.1R;iVfLA ..._ PtJ \N [)(:PT. ,GENSTAR Performance Is the atomise. iI///II//I/II u stn am ////II us lim nnum //// sama/I/1/I m/Iinumus ri1////Iss/ insiiii ri ill 1 w Ir "7--:1-- ._. .1A...7�.. _ _r_ - - rr -- 'Ir /1/1//1/111/1/1111IIN$IN■ iI1/I ///I/I/I///I//I////IIa WWII I 1 ....1 I. li It . ""It 1/ A III -;1/1/1/////1//1 //////////! ]I///II11/I11/I11/I/I11111 //It — I - ...1 A. Ir'. * Al /' 4.-1 '1 I► N11////I1/1//////1/111//1//1 1111111I///111/111/1I11/ ■ lair - VIIIIII1///II1///I 11111I ///////I//III///I///II///1/111/ I FIIbamomoustammisma xissmorosis ar//Iaa111I111Ia,I1Ixa 111111 I /111I111I111/1111I/111/11I 11.11%%%%% %11!1 %%1 % % % %% %/INIM I%%%%%%%%IIINI I%%%% %/WHIN%%% %%%II%%%%%%% %%%N%%% %1 III 1 / 1•11 /I11•NI I111I11/1I//I/I MNI NI11I1IAI11//I11/r1I1I1I11111 /1111 /11/II/111NIIN I1//1 • SPECIFICATION NO. STA•2•2 (contd.) PART 3 - EXECUTION 3.01 INSPECTION OF SURFACES A. Roof Deck. Roof deck shall be smooth, dry, clean and securely nailed. Cover large cracks with metal. Properly grade sur- faces to outlets. Roof accessories shall be available before Roofing Contractor begins his work. B. Outlets. Drainage outlets shall be installed below roof deck surface to permit free flow of water and to prevent . forming water dams at rims. 3.02 PREPARATION A. Sheet Metal Work. All metal !lashings shall be factory primed or lightly primed with asphalt primer and allowed to dry before roofing materials are applied. B. Cants. Nail cants 2' o,c, to roof deck. The cants shall fit flush at ends and to vertical surfaces. Where scuppers occur, cant 2" back from flange and bevel cant 8" from ends. 3.03 APPLICATION A. Outlets. Install base ply, trimmed even with drain flange. Follow with a.torch applied, approximately 40" x 40" collar of FLINT- LASTIC STA extending into, and fully adhered to drain flange and interior surface. Install FLINTLASTIC STA field membrane, fully adhered to base ply, flashing collar and extending into drain, Install clamp ring arid tighten while membrane is still hot. GRPC recommends the use of a minimum 30" square, 4 lb. lead or 16 oz. soft copper flashing installed between the flashing collar and field membrane. FLINTLASTIC STA flashing collar shall extend 4" beyond lead or copper flashing. B. Valleys. Torch apply one ply 31 FLINTLASTIC STA "' over the base ply, centered in the valley, lapping 6" on ends. Field mem- brane courses shall overlap the valley sheet a minimum of 6 ". Valleys shall have positive drainage. C. Pipe Flashing. Where projections extend through the roof surface, install a collar of FLINTLASTIC STA over the base ply to extend a minimum of 4" beyond flanges. Install metal flashing with a minimum 4" wide continuous flange on top of the FLINT- LASTIC STA collar. (For nailable surlaces, flange must be nailed 3" o.c. 3 /4" from perimeter.) Field membrane shall be fully adhered to the FLINTLASTIC STA collar and metal flange. Seal flashing by trowelling a bead of melted modified bitumen at membrane termination to the metal flashing. (Not suitable for hot pipe projections.) D. Roofing Membrane. Apply one ply of GLASBASE Base Sheet lapping 2" on, sides and 4" on ends. Attach base ply 9" ac. at side laps and 18" (lc, staggered in two rows 12" in from each edge with Approved Fasteners. Install base ply to provide and maintain a 6" minimum offset between side and end laps of the base ply and FLINTLASTIC STA field membrane. Torch apply one ply of FLINTLASTIC STA over the base ply, lapping 3" on sides and 6" on ends. All end laps shall be diagonally staggered and not less than 3' apart. Roofing System shall be applied in a continuous application. E. Base Flashing and Curbs. Over the completed membrane at vertical surfaces, install Base Flashing consisting of orie ply of FLINTLASTIC STAlfI "' Modified Bitumen Flashing roll, torch adhered to primed concrete or masonry surfaces. Base flash- ing shall extend a minimum of 8" up vertical surfaces and 4" out onto field membrane. Wood surfaces shall receive one ply of base sheet extending from top of cant strip to top edge of Base Flashing prior to torch application of FLINTLASTIC STA /II Flashing roll. Nail top edge of Base Flashing 9" ac. through tin-discs. F. Final Surfacing. Refer to General Requirements Section Pages 8-9 for information on coatings and other optional surfacings. Refer to General Requirements Section) for definitions. General Requirements shall be considered part of, and used in conjunction with Roof System Specifications. apply 39 j)) �1/ r/ 1f�1 r �Mr1l► d110EldN111�r1HIlYlgti4r�r> 11/ r)< u1Mtli1111N1f1rdfL�WiWlrlL rillillaillll :'111Y10JiiV119iwertttr,la WWIIIrIIII11. :..444411111abliawmrrrmrrwwwrrrrwi 1wr11Pr''1° 111"4P.w wwr'"11P I Ile"'"= aMwl11v0mowrradmllantifilmrlmatnrl /mlrle1111a1Iwsr11•sm11r.1rrl/1 1111r>.IIr r - -i •••11 'rr I -M-Ms m1 ). a1 �- ir�m. wrrcrrrrwrrrrrrewer�rrlrrrwrwrrwwrrrrrrrwrllrlwrlll 1111•11111111,1 •— 1 •-•y • f'- Irf r ' NI, a ifillwrrrrrrwwlrwrrrlwwwr 71aar11wrrrlwwrwrr1111wwwwli ■ 1/ 1 •- L---- a_�►'- i_- --'a"� al •n - tearrwwlwrlrrrrwrrlrrwr 'rI111111111/rrlwrll/rwrlrll .JA:rlwrrrwwrrwwlrrw II I %wwwr1111ww11wlwlrwwmmitalw r r wwwwwrwrrwwrrrrrrrwwrwwrrrrrrrrrrwaaua wwrrrwrrrrrw rwrwllrwlwrwr11wl1ww11ww11r11 1r11rwwwrlwrrwrlwrrwrwarrenwrwrwwllrwrrwrwwrrwr111MINrrwrrllrwrrrrrrrwrwwlwwlrwwrl1 lwwwwr wwr rwrrlwwwwwrrwwlrfarrwwrrwrwwrrwrrwwrwwrrrrwrrwwrrrwrwwwrwlwrrwrwwllrlwlrwlr11 ir, GENERAL REQUIREMENTS SECTION (contd.) Refer to Construction Details Section, Page 35 for end lap detail. 8. Use of a mechanical torching wagon in mem- brane application requires careful monitoring ol flame positioning to insure uniform flame applica- tion across the entire width of the roll as well as roll alignment. Rolls shall rest fully upon the roof deck to provide adequate pressure for bonding. Laps shall be walked in during roll application. The use of torching wagons during windy conditions is not recommended. 9. Side and end laps should be checked he'll during application and at the end of each day. Areas which do not exhibit modified bitumen flow at laps require careful exarninalion to determine whether they are fully bonded, Small areas of improperly sealed laps shall be corrected by gently lifting the unsealed area with a trowel, re.healing with a small torch and applying an even pressure. Do not attempt to repair laps by torching the top surface of the membrane. Hot Asphalt Application: FLINTLASTIC® GMS" and GMS/II" Modified Bitumen roll roofing are designed for installation in a solid mopping of asphalt utilizing conventional application tech. niques. Asphalt shall conform to ASTM D312, Type III for applications on slopes up to 3" in 12" and Type IV for applications on slopes exceeding 3" in 12 ". Roofing contractor shall not allow asphalt temperature at point of application to drop below 400°F, or overheat asphalt to compensate for rapid cooling. Over the completed base ply, install one ply of FLINTLASTIC GMS in a solid mopping ol Type III asphalt at the rate of 25 lbs. per 100 square feel. Asphalt shall be applied uniformly across the lull width of the roll including selvage edge of the preceeding course. During roll application, a small amount of asphalt should extend beyond all side and end laps to Insure lull lap adherence. GRPC does not endorse "Ilying•in;' or "mop and flop" method of application for this prdducl. Roofing contractor shall inspect all laps for full bonding. Laps requiring repair should be corrected by lift- ing the unbonded edge and applying heal with a small torch. 8.05 Construction Details: FLINTLASTIC® GTS/fl ", GMS/11 ", STAPI'" and GTA/ll'Y Modified Bitu• men Flashing rolls are specifically designed for use in conjunction wilh FLINTLASTIC® GTS' ", GMS' ", STA"' and GTA" Modified Bitumen membranes. Each product Is one•half the width of its lull roll counterpart and utilizes the same application technique. Prior to flashing roll installation, vertical concrete or masonry surfaces shall be primed with asphalt primer and allowed to dry. Wood surfaces shall receive one ply of GLASBASE" or ALL WEATHER /EMPIRE" Base Sheet nailed 12" o through tin•discs in all directions. Flashing rolls shall not be attached directly to wood surfaces. Base fleshings shall extend a minimum of 8" above roof deck, nailed 9" o.c. through tin•discs along lop edge. Metal flashing details such as pipe (lashings and flashing pans shall have a 4" minimum continu• ous flange. All metal flanges designed to receive FLINTLASTIC (lashing rolls shall have a 4" mini. mum width and shall be lightly primed with asphalt primer prior to installation. Refer to Construction Details Section, Pages 31.35 for typical detail instal- lation specilicalions. 8.06 Coatings and Surfacings: Additional pro• teclive and /or reflective coatings and surfacings are not required. All FLINTLASTIC Modified Bilu• men roll roofing products are manufaclured to pro- vide superior in place performance without any additional treatments. However, when design requirements call for additional surfacing to salisly particular aesthetic or tiro-resistance properties, GRPC recommends the following general guidelines: Gravel or Slag: Surfacing shall be opaque, clean, moisture not to exceed 2% and conform to ASTM D1863. Gravel or slag shall be 1 /4" to W in size installed in a flood coat of Type III asphalt. Flood coal shall be applied in a uniform manner at the rale of 60 lbs. per 100 square feet. Gravel and slag shall be applied at the rate of 400 lbs. per 100 square feet with a minimum of 50% embed o • 'r(Qlhe llo RT3 sphalt Emulsions: Surlacos to receive emu sion coating shall be clean, dry' and free at debris. GRPC recommends emulsion application a mint• mum ol 30 days alter installation of roofing mem• brane. Following surface preparation, apply one coat of Genstar STATIC ASPHALT FIBRATED to entire membrane and vertical surfaces at the rate of 3 gallons per 100 square feel. Emulsion may be applied with a soft liber brush or spray equip. meal, brushing or spraying towards the laps. When necessary, emulsion may be diluted with no mor Ian 10% cool, clean water. cry a receive acrylic coating shall be clean, dry and free of debris. GRPC recommends acrylic application a minimum of 30 days after installation of roofing membrane. Acrylic coatings can he applied over an asphalt emulsion coaling or, in some cases, directly to the roofing membrane surface. Consult the specific producl Manufacturer for application and product specifications. Aluminum Coatings: GRPC does not recom- mend the use of cutback type of aluminum coat- ings as a reflective surfacing for FLINTLASTIC Modified Bitumen Roof Systems. Water based aluminized asphalt emulsions are acceptable when an aluminum reflective coaling is required. Appli. calian rates may vary according to product Man. utacturer, however, GRPC recommends a minimum 3 gallons ol aluminized asphalt emulsion per 100 square feet. Consult the product Menu. lecturer for application and product specifications. For best results, GRPC recommends ralleclive coatings be installed in two uniform applications. When considering Underwriters Laboratories lire rated systems and products, consult UL Building Materials directory for individual listings and sys• tem requirements. GENSTAR ROOFING PROD. UCTS COMPANY does not warrant the performance of another manufacturer's decorative or fire•resistanl coating, For further information on optional coatings, contact your nearest GRPC office. 0 Parinrmannn lc Ihn nrnmlca SECTION I 9.00 NAILABLE SUBSTRATE FASTENER DATA 9.01 it shall be the responsibility of the designer to consider geographical wind conditions and pro• vide protection against wind uplift. Current Fac• tory Mutual data sheets 1.7, 1.28, 1.47, 1.49, 1.90 provide information and requirements on the increased use of fasteners in certain geographi• cal areas. 9.02 GENSTAR ROOFING PRODUCTS COM. PANY recommends job.sile tests to determine the nrosl effective fastener when !note Than one type is suitable for a particular deck, GHPC will not accept responsibility for damage to or failure of the roofing system caused by either fasteners or deck malarial or assume any responsibility for their per. lormance. The following list of suggested fasteners is intended lo be used as a guide only and shall not be considered as a guaranteed method of mechanical attachment by GENSTAR ROOFING PRODUCTS COMPANY, 9.03 Mechanical Fastener Suggestions For Nallable Substrates 2 3 4 Ca 4 Moll to Nail Inslilduck hooting Nail II or 12 oa L.oc•Nall Annuls 7fIG "•V2 E G. Building Thread I I qu Rain 1 load Fuslorwrs Carp 7 /16"• Ir2" Dian, !load (tooling Nail Spiral Tlruud I I l %I6 "•Ire Ckmn I load kxlolx:ndunl Nail Co W I I Marti Co 5 Caplwd Es. Nau I' Cap Es•Pruduclu law-Luck Nail I " Dian Cap Swnplux Nail & Mlp Co 7 Squaruhuud Cap Nail Annular ihroad I' Drain Cup a rrai Squarulroad Cap Spiral Thread 1" Darn Cap Indium alum Nail Co Sunplox Nail & Mlo Co Nail. Irlu typo A 1.1n4• I)la,ll Cap 2oriol lu or Mark III Es•r,txlucla u 12 (tooling (Ju All Nail SlupluIrx flank:lie•d power driven E G Golding ap�llculxxl Fuslurwrs COI p wd�l tale only (Divulging) BurryFast Note: Nails with less than 7/16" diameter heads shall be nailed through tin•discs. 'Fastener Guide continued on page 10, ,GENSTAR C 114 COLD SEAL ADHESIVE A heavy duty fibered asphalt adhesive for smooth surface roll roofing, 19" selvedge roll roofing (split sheet), and mineral surfaced roll roofing. Side laps must be three inches and end laps six inches. Use 105 Fiberrnaslic Asphalt Plastic Cement for end laps. Apply with high pressure spray or roof brush at minimum 3 gallons per 100 sq /ft. Do not dilute or heal directly over flame. Cut rolls into maximum 18' lengths and allow pieces to rest a minimum of one hour. Broom roofing into wet adhesive and blind nail in place. Do not use to bond roll roofing directly to wood roof deck, to bond 15 or 30 weight organic felt, or apply to inclines of less than 1" per foot. SPECIFICATIONS: ASTM D 3019, Type II WEIGHT: 55 gal drum 480 lbs 5 gal pall 45 lbs Asphalt Emulsions weal er res clay-type non-fibered asphalt emulsion used as a protective coating for asphalt roofing and metal or as a dampproofing agent for exterior masonry walls and foundations. There are no solvents In the product so fire hazard during storage or application is eliminated. The finished coating will not run on steep surfaces but remains flexible to withstand normal expansion and contraction. A breather type coating that is waterproof yet permits the passage of water vapor from below without loss of adhesion. This product weathers uniformly without the ailigatoring and cracking patterns often seen in other asphalt coatings. Repair all faults and weaknesses. Apply to clean roof surface that Is dry, or slightly damp, with suitable spray equipment at the rate of 6 gals per 100 sq /ft. When applied by roof brush, cover with 2 coats at the rate of 3 gals each per 100 sq /ft. Apply 2nd coat at right angles to the first. Apply to exterior foundation wall using high pressure spray or roof brush at the rate of 3 gals per 100 sq /It. Protect against freezing or water contact of any type until dry. SPECIFICATIONS: ASTM D•1187 ASTM D•1227, Type III WEIGHT: 55 gal drum 510 lbs 5 gal pall 48 lbs Bulk (per gal) 8.6 lbs Blacktop Sealer 179 BLACKTOP SEAL Gilsonile Blacktop Sealer is a black glsonite asphalt coating used to preserve and beautify blacktop pavement, bind aggregate, and help to seal out moisture which is the main cause of pavement deterioration. Loaves blacktop smoother and easier to clean. Not recommended for use over concrete. Sealer is ready to use without heating or thinning. Pour out a puddle or ribbon and spread a thin, even coat using a stiff brush or nylon push broom. It may also be spray applied. Approximate coverage is 50 to 75 sq /ft per gallon. May be opened to traffic approximately 12 hours alter application. New blacktop should cure for 90 days or longer before It is sealed. SPECIFICATIONS: None WEIGHT: 55 gal drum 460 lbs 5 gal pail 42 lbs 601 XELON A premium quality fibered asphalt roof coating tested by Underwriters' Laboratories as a part of built -up roof systems, Use as a maintenance coating over asphalt roofing ores an inter -ply adhesive for built up roofing. Gilsonite 601 is a heavily pigmented fibered coating that attains its fire resistance as soon as petroleum solvents have completely evaporated. Gilsonite 601 is heavy bodied and must be warmed to 70 °F to 120 °F during application. It can be applied with suitable spray equipment or with a squeegee and roof brush. Apply to flat roofing as a surface coat at 4 gallons per 100 sq /ft and between coated glass ply sheets at 4 gallons per 100 sq/ft. Do not use on wood decks to glue roll roofing. SPECIFICATIONS: Federal Specification SS- A -694D (modified) ASTM E 108 WEIGHT: 55 gal drum 515 lbs 5 gal pail 47 ibs 151 DURAKOTE A weather resistant clay-type fibered emulsion used to protect asphalt roofing, masonry or metal. This coating weathers uniformly without the alligaloring and cracking patterns often seen in other asphalt coatings. A breather type coating that is waterproof yet permits the passage of water vapor from below without affecting its bond. „Coating is non-flammable. The finished coating will not run on steep surfaces but remains flexible to withstand normal expansion and contraction. Store unused coating at temperatures above freezing. Repair all faults and weaknesses. Apply to clean roof surface that is dry or slightly damp with suitable spray equipment in one uniform coat at the rate of 6 gals per 100 sq /It. When It is applied by brush, cover with two coats of 3 gallons each per 100 sq /ft. Apply second coat at right angles to first. Protect against freezing or water contact of any type until dry. SPECIFICATIONS: ASTM D -1227, Type I Federal Specification SS -R -1781, Type I WEIGHT: 55 gal drum 510 lbs 5 gal pall 48 lbs Bulk (per gal) 8.6 lbs LIMITED WARRANTY Gilsonite, Inc. agrees to replace such quantity of our product which it has determined to be defective or, at Gilsonite's option, to a refund of the purchase price, provided the product was applied in accordance with the manufacturer's recommendations and application instructions. User shall determine the suitability of the product for the intended use, and user assumes all risks and liability in connection therewith. Gilsonite shall not be liable for any loss or damage, direct or consequential, arising out of the use of or the inability to use the product. }: YY:r C'C;K" '; c; ; . 5�1 , LL •• , : FLINTLASTIC" GTS" an SBS Modified Bitumen granule surfaced, roll roofing product constructed with a high performance non. woven polyester support . mat, 5 rem thick, • . . '. r' ;y .,;•: '., , 'r . r' . • 7 Roofing Membrane -w:•,:p.:.r, 7 . I:�'::.r- Torch Applied ^7:'', ,+•• 1r•/;,I ; a/+ Sq. "il - .f. X 1.1 i t 92 , Mineral Granules - ,. , . 'r GTS•1.2 GTS•2.2 Class A FLINTLASTIC'" GMS" an SBS Modified Bitumen granule surfaced, nonwoven polyosla base met, roll innlirgl product (Insigne(' Mr hot asphalt npplicnlion, :1.5111111 thick, Roofing Mombrnno Hot Asphalt I Sq. • 100 Mineral Granules GMS•I.2 GMS•2.2 Class A FLINTLASTIC STA' an APP Modified Bitumen smooth surfaced, roll rooting product constructed with a high performance non• woven polyester support mat, 4 mm thick. Roofing Membrane Torch) Applied i Sq. 90 Talc STA•1.2 STA•2.2 Class A FLINTLASTIC" GTA" an APP Modified Bitumen granule surfaced, roll roofing product constructed with a high performance non• woven polyester support mat, 4.5 mm thick. Rooling Membrane Torch Applied Y, Sq. 92 Mineral Granules GTA•1.2 GTA•2.2 Class A Accessory Rolls: FLINTLASTIC" GTS/II" an SBS Modified Bitumen granule surfaced, (lashing roll designed for use with FLINTLASTIC GTS Roof Systems. Fleshings and Construction Details Torch Applied Up to 50 Sq. Ft. - 40 Mineral Granules GTS•1.2 GTS•2.2 Class A FLINTLASTIC GMS/11" an SBS Modified Bitumen granule surfaced, flashing roll designed for use with FLINTLASTIC GMS Root Systems. Fleshings and Construction Details Hot Asphalt Up to 50 Sq. Fl, 50 Mineral Granules GMS•1.2 GMS•2.2 Class A FLINTLASTIC STA /II "' an APP Modified Bitumen smooth surfaced, flashing roll designed for use with FLINTLASTIC STA Root Systems. Fleshings and Construction Details Torch' Applied Up to 50 Sq. Ft. 45 Talc STA•1.2 STA•2.2 Class A FLINTLASTIC" GTA/II" an APP Modified Bitumen granule surfaced, flashing roll designed for use with FLINTLASTIC GTA Root Systems. Fleshings and Construction Details Torch Appliotl Up l0 50 Sq. Ft. 46 Mineral Granules GTA•l.2 GTA•2.2 Class A wlrwwrrlrww/silrilrwwrr/wr Ilrrww/Iwrlww/ws/Irrwrrwww wlwrwrwrwrrwrwwwr/- rrl/w/wwi 7/Iw11/wrrlrrw//rlwrwl 11111 //I/Ir11111111I ////III 11I1//f 1 ' . T 11 "'"VI Ir /I •" r/1 //r1/r /1//Ir/wrrwl = ')rwr/w/rw/rwrrwwrrwrrwrrr/� I — '11 w, ,r n ►' .�.3 r f1► �Ilrwwrlw//r//Iw/Iwr/w/ irwrwlw/www/wrwwwlwlrwrrww� Ilwrrll" /w1 wI111111I111 /11111 III /Iw/IIw11/1I1II1 /11 rlrlr� �rlrrrwrl/ rwwr/ Irr/ r1/ IrIIrllrwwrrlrrlrrwlrwwrlrrrwri �Ir�I�r��rlr�I�rwrr// rrwrr/ rwlrrlrwrrwwlrwlrww/ wwrwllrrwrrlwrlrrlrrlrrlwrrlrlrrrrri rlrrlrrrrr/ r/ Iwrlrr/ w1/ Irr// r1/ r�1r�lrw// r1r�w�rrr�/ �� /��r�rr�ar�i1��/���rr������r�� Irwr/ ww�rwlnlwrw / IA / /IrwwrwwwwwwwrwlFIUI WwA�M wwwwwwwwwww ■wwrwwwwrrrw//11 /Iw111/IIIr/Iw (-) FLINTLASTIC • MATERIALS SUMMARY 'Consult your local GRPC office for system requirements. All FLINTLASTIC roll roofing products are pro. duced to the highest standards of quality, utilizing slate•ol•the•arl rnanufacluring technology and lacil. flies. Gonslar's recent addition of a new modified bitumen roil tooling production litre and quality control laboratory at our Little Rock, Arkansas man. ufacluring plant is designed exclusively to produce high performance FLINTLASTIC Modified Bitumen roll roofing products. Quality control and formulations of modified bitu• men compounds are key ingredients to providing superior modified bit products. Genstar has established an "or •site' quality control laboratory to provide cot alunt supervision of all FLINTLAS. TIC production. This quality control comprises extensive testing of all raw materials, including sup. port ninta, asphalts and modifiers, lormntatlons of 1110 varknts morlilinrl biha11011 compounds and consistent finished product testing and analysis. Genstar Roofing Products Company stands behind its FLINTLASTIC roofing products and sys• tents with complete technical service and field sup. purl, and a lull line of substantial and reliable warranties designed to meet the building owner's specilic requirements. PROPERTY OWNER Individually Owned 242 242-2246 -2246 ZIP 98188 ADDRESS 15152 65th Avenue South. Tukwila. WA CONTRACTOR Performance Roofing Company PHONE 481 -8058 ADDRESS 1925 173rd Street S.E. Bothell. WA ZIP 98012 WA. ST. CONTRACTOR'S LICENSE # PERFORC127DH EXP. DATE 3_04 -91 ARCHITECT N/A PHONE ADDRESS ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: N — S — E — yy FIRE PROTECTION' L Detectors N/A UTILITY PERMITS REQUIRED �] Yes ®No (through Public w arul ZONING: BAR/LAND USE CONDITIONSoyes ($) No CONDITIONS (other than those noted on or attached to permit/plans): CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 _ BUILDING PERMIT NO. Lo I10 DATE ISSUED: (o- 19 -9D P120.11 (: r It'll ()flr.11l l I()rl • • l •` vim' ` - - 15152 65 Av S BUILDINI PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - AMOUNT 41.00 4.50 45.50 RCPT • 9302 9302 DATE 6 -18 -90 6 -18 -90 PLAN CHECK #90 -264 PROJECT NAME/TENANT ASSESSOR ACCOUNT Canyon Estate condominiums Bldg 1 & 2 See attached TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) Grading/Fill WORK: t] Rack Storage ® Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Remove old roofing from center roofs and stairwells and replace with torch -down material and composition shingles, ('01)1 ('001'1 um 1 USE4 FLOQR4 SQUARE FEET SQUARE FEET SQUARE FEET SQUARE FEET TOTAL OCC. LOAD OCC. LOAD OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD, TOTAL SQUARE FEET TOTAL OCC. LOAD APPROVEt) FOR ISSUANCE BY: SIGNATURE: A 0 Ak) I hereby certify that I have read a: examined this permit and know the sane to be true and correct. All provisions of law and ordinances governing this work will be complied with, whethei spocified herein or not. The granting of this permit does not presume to give authority to violate or cancel Om of any other state or local laws regulatinv constru ion or the perk) e or work. I am authorised to siQVi for and obtain this building permit. [C_ER11F1CATt=, CIF .. DPTE IS411 tl CCUPANCY NO. DATE: 6 17,960.82 c PRINT NA This pen iiit shall becw null at voice if the weak is fief cal • ifitC ;i i 9; within 180 days from the aatc of issuance, or if the wok is ec/spmrded or abandoned for as y Pixa of 100 days from the lest inspection. PERMIT NO. � .. CONTACTED f ah DATE READY SUITE NO. DATE NOTIFIED (7 I C H O � l (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING C7) 3RD NOTIFICATION BY: (init.) PROJECT NAME Can3orl � .. Cor\d 0 SITE ADDRESS SUITE NO. PLAN CHECK NUMBER c kr otoL1 1 BUILDING PERMIT APPLICATION TRACKING 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. TIC ........................... . CONSULTANT: Date Sent - Date Approved - O FIRE 04 BUILDING - initial review O PLANNING O PUBLIC WORKS O OTHER . BUILDING - final review 6 -1 % -qa (ROUTED) INIT: INIT: INIT: FIRE PROTECTION: [ SprInklers [ ) Detectors N/A INSPECTOR: FIRE DEPT. LETTER DATED: ZONING: IBAR/LAND USE CONDITIONS? f Yes [No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? I I Yes No PUBLIC WORKS LETTER DATED: TYPE OFCONSTRUtTION: UBC EDITION (year): REVIEW COMPLETED fiG1J11 .r..si.,osoo.i.Q. ar..troo.as.., ,..II..,,G ..r. .,.. (206) 433-1849 : ::' DESCRIPTION AMOUNT RCPT # DATE BUILDIN PERMIT FEE .:: G` :. 4, c. Q (D- %-clo PLAN CHECK: FEE PLAN CHECK NUMBER Q ~ D (Q L 1I I 1 Ic: n HON 111W; I HI 1 111 f-I) OUI c:OnI LF [ELY BUILDING: SURCHARGE y .0 ENERGY SURCHARGE OTHER .. TOTAL'• 4 �.l 'SITE ADDRESS SUITE # 15152 65th Ave. S. Buildings 1 & 2 VALUE OF CONSTRUCTION - $ $17960.82 PROJECT NAME/TENANT Canyon Estate Condominiums ASSESSOR ACCOUNT # Size f t \0.C.1 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: O Rack Storage O Reroof ❑ Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Remove old roofing from center roofs and stairwells and replace with torch -down material and composition shingles. BUILDING USE (office, warehouse, etc.) Condominium NATURE OF BUSINESS: residence WILL THERE BE A CHANGE IN USE? U No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: n/a Tenant Space: n / a Area of Construction: 10,800 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? © No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Individually Owned PHONE 932 -0723 Roger ADDRESS 15152 65th Ave. S. Tukwila, Washington ZIP 981$8 'CONTRACTOR Performance Roofing Company PHONE 481 -8058 ADDRESS 1925 173rd St. S.E. Bothell, Washington ZIP 98012 WA. ST. CONTRACTOR'S LICENSE # PERFORC127DH EXP DATE 3 - - 91 ARCHITECT None PHONE ADDRESS Z P 1 'If REBY G RTiF1E <THAiT'.:i HAYE :i3E1�I�► : D::: XA D`.:.THIS::API?'l lt'+ATION ANP KNOW. THE. SCAM T ?` ......:.. ...::.:.. MIN : :... RE C7�: ;:.1: 'C I�I��I;:'E :..I,Y.:f=ONT HIS:: >t��: full 1'><:>::;:<` � �<'`:::;<>:'''> �>: :; :`:::::` >: :::,.:::::::..:::...:.: : >:::. : ` : a . : 78 :,T1Iw Cdg AND AAit:,� ,� .... ... .. ........... BUILDING OWNER OR AUTHORIZED AGENT SIGNATUR� /Li -2 @ot.,�. -- DATE E iS 9D PRINT •AME John Garner PHO 48 - 8058 ADD' ESS 1925 173rd St. S.E. CITY /ZIP Bothell, 98012 CONTACT PERSON Jan Garner `TOhn 94 PHONE 481 -8058 CITY OF TUKWILA Department of Community Development - Building Division 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 133 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered 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 433 -1849. DATE APPLICATION ACCEPTED BUILDIN PERMIT APPLICATION FEES (for staff use only) DATE APPLICATION EXPIRES IS -90 COMMERCIAL f IwERCIAL SOLOINQS/A IN001" nLr is •e':(�.�hp..., .................... ...................... :su CKSTO .. ........... .................... RESIDENTIAL . ; :, :'EIlIQLErFAMILY<OWECCNIKi9/At1 w4, A000unt:NUM std cliecWfst far ap.cmc s4*iWt i . qL .. ,:...... . soNd And lnlrcrit+il1o%'� SciBMITTAL CHECkLIST 011110A: 0114, ENCIAL TI IANT IMP,f10YE1A • i tl i Md buIdng p• A. ii I o ....oa uAt i iti c r:.mA:l atnigdo.1.::. li s <';Ctaiur iaatirr'i ........... ................. . :< atmoli • • glutM calaAadon =. sfs by 0 „. inger: ! ; rsquwr d if f* a ' mIs'!b b'donr'orb it iassorAccount:Num r ....... ............... iur tlw; deiaibir p;:exi>stigg to iai:;bejnp Ina fallatfs. ;> < .4 cs�rtlf catMR /attar is /6q .................. . ssssorAocount :N4:.:;;. -.r; :. Dina imWldd' hf `I�ny ud C^ L C3 +13 . 2 F �� r H /33 2.5`o- Oo /o -c'/ y I331 oo ./0 - 6z. H133 2.So- co3e -66 M1 ' - oar 1 /.33 z SC; -► c; o re o N 1332_ra - 66 40-03 H:33,ZS"i' -'oa7o-o/ ,t1 133 2. So --c? 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S o /bc,' /w133 2,co / ai hr /33x5 "o c/Z /0 /9/3-32. -0 c%a /eve fY/33z,,so •- c2- 11t-roo? be_ !332.s'o 4/2 Iafo /i1332fa -, 1¢I/ ~//932,,$?"' /o /2.,. //1332 $a `' c j - !a /3 0/332.5"4, - 27a /a/ /N133zs "a /ol s' ,J- 1 3325'6 - af - /oJ4 It/ i332.5"0 /0I 7 ,y /332 5'o `Z < a / jet / 33L3'cs -- /d o--©9' 1706 7 l7 /a •-- 172..003 7 3a -- �/ Piro - 0, /74 --d6 /76b ^oy t77 oz, 178 Aa 171G a ST /rod -0 oG /r/o- oit /rx0..' 01. IS3& --e 1/ 0 $- 1rro— S MC-c3 Project; I If �. ::'. In c ion; Uk. /�i r I Special Instructions: IV( ik (viA , Date Wanted —�� '� am. p.m. Requester; Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 _.. Approved per applicable codes. COMMENTS: Recept No.: i INSPECTION RECORD Retain a copy with permit Dale: ❑ Corrections required prior to approval. OL Inspector: Date: 6f 919 2 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: �� /� � p„, _ � ' Type of Inspeciion:� ‘ Addres 2..— � _Rate Called: Spedal In tru ons`:'� QQ / Phone rt � Date Wanted: Requester: 5-"V''''. �` No,: " ' 995 1 7 3 COMMENTS: 0 INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Corrections required prior to approval. I Inspector: /�� (206) 431 -3670 Date: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5 :' Project: . i r / L Type of Inspection: a ... . .. ress: e Ilk e .:.: Special nstructions: e. ,'5#i U ua7Cry /..-4,,,,-,e4,9,4.....1/4, Date Wanted: am p.m. Requester: Phone No.: Z � , ! � � 0. INSPECTION RECORD Retain a copy with permit' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. PERMIT N0. \ l (206) 431 -3670 Corrections required prior to approval. COMMENTS: O 'a t.m..3 .Dlt. ha r .S )444' /L u %/1 r a1 N n--vrT 6`►J r-Jo rl �c c Sec- • 3207 (c) o ck Date:' 6) 2q q, 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • itikeittetti2daieV.Itki // • • C' • ! • Date Wanted Project 11 .4A Phone # DMO ftito ' • # AA meartarzni. '4 1 *Aug AA Og 1 1 L 111111M.Ma e "If • r.' Ad 7 L 110 4444-pm4 AO • a si -P CrK. Type of Inspection Site Addres Requestor Special Instructions ; VW te Inspecti c Inspector A (fr_ CITY OF TUKWILA Buildin apartment 6300'So , ,enter Boulevard Tukwila, 98188 (206) 431-3670 f INSPEC ON RECORD PERMIT # Date (0 Date 4-7,7 toii a, (oil i .111 - :t. /to/ :/2 /al I 10 VI: 16 1 /=r NS/ AZ 1(3 6 4-Z 1 e 7 kl• /Or l a y 10 f�c111 •s- l2 11 3 Vit /LS' S" f 1 /6 � U7 tilt 1 £ ' 1 /20. •tom /z1 iPe 4/3 ,H1332.s`o- ac /c - Q' H 1.33 - 5"° y 0 0 & 0 11133 z5-'o 03h -66 1-/ 1332S •-ocyQ. -oi N /33 Z -7 c o s -, o H 1332.4 -- Fo6d-•o3 /? :33xre o67o -o ,ti 133z.5o 1/ 133 2.re A - 07 N 1 33x56. -- a loo N 133 150 -61010-6? 111312.3 -0 -'c /Lo - 001 e 0/ 3 a o 9 ; 1 -1133 Zsa -0 tie 6.Y 7 //(33Z5 "6. - - o Ly H /33,rSo - c /60 -e2, 11 133 z s "o —017e oc . H133z5'e w0l -.aS' 14 /33250 • -04 1413323 -, 0 2ac-► r 1413,3 pro — o 2-1 o Ge 2co C 7-o2, Cz -t 2. a_3 cizz 2 c- Y Z /;a 7_a 5 czAt 9.66 cl-P_C 7.6.' 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PERFORMANCE ROOFING Quality Rooting at A Fair Price City of. Tukwila Building Official Dept of Community Development 5300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 Attn: Duane Griffin March =1:; "1991 Re: Permits #6110,.6111, 61.12,. 6113 Canyon Estate Condominiums 15152 65th Ave . S. Tukwila, Washington We are writing to apply for an extension of the above permit numbers. We have been unable to complete the contract Ape to .: the weather conditions. Each roof needs to:.be coated:' withan emulsion and that requires extended periods;: of dry' weather to complete Sincerely Yours ,'• John Garner Roofing and General Contracting • MAR 0 4 ' 1991 1925.173rd St. S.E. Bothell, WA 98012 481.8058 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 • March 4, 1991 Performance Roofing Mr. John Garner 1925 -173rd St. S.E. RE :Extension of Permit #6110, 6111, 6112 rely, Building Official cc: Permit Files PHONE # (206) 433.1800 Cary L. Vandusen, Mayor Dear Mr. Garner: Your request for extension of your permits #6110, 6111, 6112 & 6113 has been granted for 180 days from March 1, 1991. If the work is not completed by the new expiration date these permits become null and void. If the project is anticipated to continue after expiration a new application and fees would have to be submitted to the Building Department for approval and permitting. , If you have any questions about the conditions of your extension please contact me at 431 -3670. "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 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 X 11 Pre - reroof 431 -3670 12 13 14 FIRE FINAL Insp: 575 - 4407 15 PLANNING FINAL 431 - 3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 BUILDLIG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 15152 65 Av S (Buildings 1 & 2) SUITE NO.: BUILDING (Qj I O PERMIT NO. � DATE ISSUED: 6-1c1-90 PROJECT: Canyon Estate Condominiums CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) 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 it 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. oat7/oo Co. IA y o F e A pa v pt.* s, Z/ / bw S l o � / n / p e C e vt.`f-e ✓- �'C of v` `-O i- � C. K is 4i Kr OI 91)* K 14- AO 7 b 1,0 1a c e c � � - `�Y� °Qo.. ! 14) r y w c �cX . �a r !0 y betel l0.ss bast a -�� �e ✓ steel- cQec pp t cX b c" u, �s e / n o G�ec '`�'� rc• k - --.40 - --.40c06‘ g � N wad( uolei,e �et es Saw A ck:4 y / hie v' G o ref 0. covtv�s, � D Pi 1 .� (4) ro ''`� Cp H'J Tie Q h Ir I" e. ( ` S 0-"1" ct t CJ l G� r. s ek d vjev• Co n cT i ^ bar place SZO f ms's V'� v�� . ��f �r� 1 wood ' L .. „d to h ?. se c1Flop.s 20 co W os;'4iog,‘ / / et,N�a. 5, .S � �k��pS O h .S to v /� k cA. ; 1 \ 11 .5 — N Ov Tit ea. k 0,1 CO ivy oS ;4 v• o n �. 40 10 L ✓'e rn o ../te4. / yv/' co Am s i I. coo.. 5 -4 pe Q GLi tr CO" VG f( 0004 a VG. Il i A i-14c tit.1.4t6. ;S 40 'A klv`tCJ s cc7' iv,� - CONTRACTOR Performance Roofing Company PHONE 481 -8058 ADDRESS 1925 173rd Street S.E., Bothell, WA ZIP 98012 WA. ST. CONTRACTOR'S LICENSE I PERFORC127DH EXP DATE 3 ARCHITECT N/A PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING PERMIT NO. DATE ISSUED: (o11c (o- I9-90 T.. - PROJU T 111f OTI1`.1A T 1011 I I a v i & .r& re 15152 65 Av S PROJECT NAME/TENANT ASSESSOR ACCOUNT N Ca on Estate o dominifims Bldg 1 & 2 See attached_ TYPE OF U New Buildin U Addition Tenant Improvem (commercial) U Demolition (building) L. Grading/Fill WORK: 0 Rack Storage ® Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Remove old roofing from center roofs and stairwells and replace with torch -down material and composition shingles. PROPERTY OWNER Individually Owned ADDRESS 15152 65th Avenue South. Tukwila. L SQUARE Ccc. CCC. TOTAL TOTAL rOTA TYPE OF CONSTRUCTION: FIRE PROTECTIONCS 17 ••,. UBC EDITION (year) 88 Detectors f3U1LV11�!.'�a F't11M1 (POST WITH INSPE(.. ION CARD AND PLANS IN A CONSPICUOUS LOCATION) l PLAN CHECK #90 -264 N/A ZONING: BAR/LAND USE CONDITIONSO OD No :ONDITIONS other than those noted on or attached to • rmit/ • Tans): :ERTIFICATV. OF. 3000PANCY KU. FEES DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL AMOUNT "RCPT 41.00 4.50 45.x. 9302 9302 DATE 6- 18 -90, 6 -18 -90 PHONE SETBACKS: N - S - UTILITY PERMITS REQUIRED 242 246 Z IP 981 Yes E- 1PPHOVED FOR n � U!:?i:: /I SSUANCE 8Y: � UX/L �,� �'� �t J OFFICIAL - / ) - XU I hereby cattily that 1. have read a, examined this permit and know the same to bs true and correct. All provisions of law and ordinances governing this work will be complied with, whetltef specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provit:ions of any other state or local laws regulating conatru ion or the pert ; e or work. I am authorised tc+ :tigi for and obtain this building permit. DATE: 17.96Q. 2 SIGNATURE: 3 RIN T NA'' Er- 1 ��. �� .► COMPM Y: a «- ov w.It Cs This permit shall become null and void if the wog: Is not coramoricad within 180 days from the date of issuance, of IP the work is suspended or abandoned for a Kite of 180 days from the last Inspection. .11IMMMINII62161VININIMMIMIV ..111,1Toilralcsiip1731=INA