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Permit 6113 - Canyon Estate Condominiums - Building 10 - Reroof
October Quality Rooting at A Fair Price 1991 •City of.:Tukwila 6200 Southcenter Blvd Tukwila,,Washington 98188 Attn: Dave Larson Sincerely Yours, PERFORMANCE U ROOFING Permits #6110, 6111, 6112, S,-/KOW 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 sheet 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 Rooting and General Contracting 0C ! 0 199 1925-173rd St.:S.E. Bothell, WA 98012 481.8058 1 �+� ■a1 � ��% r�ISfl�iri�llwa�riisr 'rsriiwe�rr `ir■■�■= ■■■grit■■■■■■■■ ■t■■ ■■■■■■■■■ ... ■ ■ so -r--1-vr-tr—r--tr-wir- 'WHIN 111111111111=111 xi i �- I • -� ' S. 11 ii i' w,► � :iii ■■ iii ■ i ■ � rii � � If � i� rrrrrrrr . ...:.. •.f - �rl�l ■■■sr■� aax ■�� ■ � w w�w�w�r� ww 111 ■ 1I ■ 1 i ■frliiil' iiifi�ii■ ■■■g ■�i ■ ■�■ ■rte ■jri�■ ■ ■�i''�i ■ ■�i i� _ �i �iii�ii�iia ii�siiii■i�iiii IaaaaaaN �iiiiiiii�'Jii� aai SECTION II 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 OYER NAMABLE 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. SECTION 07510 PART 1 - GENERAL 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 Rooting 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 Root 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 Counterflashing 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 roofing (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. tl Lei 1 ? 0 :1991. Cf'Y CC' 'I UtivViLA PLANNING DEPT. ,GENSTAR Partarmane islMEf101I11sa. SPECIFICATION NO. STA4.2 (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' ac. to roof deck, The cants shall fit flush at ends and to vertical surfaces. Where scuppers occur, apply 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 and 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 of 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 naltable surfaces, 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" o.c. at side laps and 18" o,c, 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 one ply of FLINTLASTIC STA /fIn' 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 lop edge of Base Flashing prior to torch application of FLINTLASTIC STA /II Flashing roll. Nail top edge of Base Flashing 9" o.c. 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. ii 1■ I/■ I■■ r■ I/■ 1II�/ I ri I■■ I1■ ■irliriiiiiiiriiiiiir ■�� ■■ W 1■ ■ /■■ I ��U�r��7" 1I' 7P. r��r- r 9 11�"��1 ■11111 /11111111111���� � , � � / � i :7111 i �-- • 4 'U ii - l 11 �� 1/11 //I IIIIII//■1■ _ /// ■ ... l - -4 ► 1� —Iii I\ .. �1I11I11 11111111111�III 1 ■ /111/11 ■ i sh -- ..a...— .a_se�..i__".rr�... ami ma- ll�//1/II■IIII/ /III/ III 11 1 / //I / iiiiIPIIMEMEMEINEMMEMibilliiii IIII I 1 I % %1I�� I � � � � 11 6'���� I�iB�i'1 11111111...L. , IRN N NN ■■ II■ III11I ■■II■II■■■II■I■■■IiaaII Hi c G c� 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 of 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 both during application and at the end of each day. Areas which do not exhibit modified bitumen flow at laps require careful examination 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, reheating 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: FLINTLASTICi°' GMS" and GMS /fl" Modified Bitumen roil 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 or overheat asphalt to compensate for rapid cooling. Over the completed base ply, install one ply of FLINTLASTIC GMS in a solid mopping of Type III asphalt at the rate of 25 lbs. per 100 square feet. 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 full lap adherence. GRPC does not endorse ' Ilying in;' or "mop and flop" method of application for this product. Roofing contractor shall inspect all laps for lull bonding. Laps requiring repair should he corrected by lift- ing the unbonded edge and applying heat with a small torch, 8.05 Construction Details: FLINTLASTIC"' GTS/II ", GMS/II ", STA/II" and GTA/tl" Modified Bitu- men Flashing rolls are specifically designed for use In conjunction with FLINTLASTIC"' GTS ", GMS' ", STA" and GTAP' Modified Bitumen membranes. Each product is one-half the width of its full 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" ac. 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 top edge. Metal flashing details such as pipe fleshings and flashing pans shall have a 4" minimum continu- ous flange. All metal flanges designed to receive FLINTLASTIC flashing rolls shall have a 4" mini• mum width and shall be lightly primed wilh asphalt primer prior to Installation. Refer to Construction Details Section, Pages 31.35 for typical detail instal- lation specifications. 8.06 Coatings and Surfacings: Additional pro- tective and /or reflective coatings and surfacings are not required. All FLINTLASTIC Modified Bitu• men roll roofing products are manufactured to pro- vide superior in place performance without any additional treatments. However, when design requirements call for additional surfacing to satisfy particular aesthetic or tire•resislance properties, GRPC recommends the following general guidelines: Gravel or Slag: Surfacing shall be opaque, clean, moisture not to exceed 2% and conform to ASTM 01863. Gravel or slag shall be' /" to %" in size installed in a flood coat of Type III asphalt. Flood coat shall be applied in a uniform manner at the rate 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% embe • h: I • ep sit Emu's ons: Surfaces to receive emu slon coating shall be clean, dry and free of debris. GRPC recommends emulsion application a mini- mum of 30 days after 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 feet. Emulsion may be applied with a soft fiber brush or spray equip- ment, brushing or spraying towards the laps. When necessary, emulsion may be diluted with no mom Tan 10% cool, clean water. • cry - _ o 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 product 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 coating is required. Appli• cation rates may vary according to product Man- ufacturer, however, GRPC recommends a minimum 3 gallons of aluminized asphalt emulsion per 100 square feet. Consult the product Manu- facturer for application and product specifications. For best results, GRPC recommends reflective coatings be installed In two uniform applications. When considering Underwriters Laboratories fire 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- resistant coating, For further information on optional coatings, contact your nearest GRPC office. u 9.00 NAiL-ABLE SUBSTRATE FASTENER DATA 9.01 II 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•site tests to determine the most effective fastener when more than one type is suitable for a particular deck. GRPC will not accept responsibility for damage to or failure of the roofing system caused by either lasteners or deck material or assume any responsibility for their per" lormance. The following list of suggested fasteners is intended to 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 Nailabte Substrates Booting Nall Insulduck Rooting Null i 10r 12 I.uc•Nail Annular 7ile "•1 /2 E G. Building Thruud 11 ga halm Mad Faslunors Corp 1/16".1/2* f)uun I luau 9 ES Products a Ca rlxrd Es. krlxrluck Squarulruud Nall l" Cap Nail I" Diam. Cap Nail Eu.Pruducts Cap Annular Sknplou Noll Thruad 1" & Mlg Co Mutt Cup GENSTAR r /® PPIla nomollall k IM aramik0 SECTION I 4 Rooting Nan Spiral Twuud 11 u /16 ".1 /2" Drum Ruud Indupundonl Nail Co W I I Mutu Co Squaruhuad Cap Spiral Thread 1" Drum Cap axial/ancient Nail Co Simplex Nand Mk; Co Nail•'d a Amara or Roofing No-All Nail Typo A Murk Ill Slupluflu Rardraaul 1.1114" pour dawn E G Building Daum Cup application Faslunois Corp with toga only (Diverging) BorryFast Note: Nails with less than 7/16" diameter heads shall be nailed through tin - discs. 'Fastener Guide continued on page 10, C L 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 Fibermastic 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 heat 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 pail 45 lbs Asphalt Emulsions weather resisert 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 alligatoring 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/ft. 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 Gilsonite Blacktop Sealer is a black gilsonile 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. Leaves 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 pall 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 or as an inter -ply adhesive for built up roofing. Gilsonile 601 is a heavily pigmented fibered coating that attains its tire 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 /It 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 Ws 151 DURAKOTE A weather resistant clay -type fibered emulsion used to protect asphalt roofing, masonry or metal. This coating weathers uniformly without the alligatoring 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/ft. 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 pail 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, director consequential, arising out of the use of or the Inability to use the product. FLINTLABTICi OTS'• an SBS Modified Bitumen granule surfaced, roll roofing product constructed with a high performance non• woven polyester support • mat, 5 mm thick. Roofing Membrane Torch Applied 44 Sq. 92 Mineral Granules GTS•1.2 GTS•2.2 Class A FLINTLASTIC* GM8" an SBS Modified Bitumen granule surfaced, non-woven polyester base mitt, roll tanning prorturl rinnillnnrl fun hot asphalt npplicetion, 06 nun thick. Roofing Membrane hot Asphalt I Sq. 100 Mineral Granules GMS•1.2 GMS•2.2 Class A FLINTLASTIC"' STA"' an APP Modified Bitumen smooth surfaced, roll roofing 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 rooling product constructed with a high performance non• woven polyester support mat, 4.5 mm thick. Roofing Memhreno Torch Applied 14 Sq. 92 Mineral Granules GTA•1.2 GTA•2.2 Class A Accessory Rolls: FLINTLASTIC"' GT8111" an SBS Modified Bitumen granule surfaced, flashing roll designed for use with FLINTLASTIC GTS Roof Systems. Fleshings and Construction Details . TWO Applied Up to 50 Sq. Ft. 46 Mineral Granules GTS•i•2 GTS•2.2 Class A FLINTLASTIC"' 13M811I" an SBS Modified Bitumen granule surfaced, fleshing roll designed for use with FLINTLASTIC GMS Roof Systems. Fleshings and Construction Details Hol Asphalt Up to 50 Sq. Ft. 60 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 Rool Systems. Fleshings and Construction Details Torch Applied Up to 50 Sq. Ft. 45 Talc STA•1.2 STA•2.2 Class A FLINTLASTIC" OTA/11'• an APP Modified Bitumen granule surfaced, flashing roll designed for use with FLINTLASTIC GM Roof Systems. Fleshings and Construction Details Torch Applied Up to 60 Sq. Ft. 46 Mineral Granules GTA•1.2 GTA -2.2 Class A c:> iII 'T7 UUIINUIN/ _/_//_I/llt`�4IUI U I�UUI ■ 1/ "1tIl / a 1 ! IIIIII Nii IIa1IIIIi.aaww / lwlwuA1I1 11 I II/NI/II 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 state•ol•the•art manufacturing technology and facil- ities. Genstar's recent addition of a new modified bitumen roll roofing production line and quality control laboratory at our Little Rock, Arkansas man• ufacturing plant Is designed exclusively to produce high performance FLINTLASTIC Modified Bitumen roll rooting products. Quality control and formulations of modified bitu• men compounds are key ingredients to providing superior modified bitumen products. Genstar has established an "on•site" quality control laboratory to provide constant supervision of all FLINTLAS- TIC production. This quality control comprises extensive testing of all raw materials, Including sup- port mats, asphalts and modifiers, formulations of the various modified bitumen compounds and consistent finished product testing and analysis. Genstar Roofing Products Company stands behind its FLINTLASTIC roofing products and sys• terns with complete technical service and field sup• port, arid a full line of substantial and reliable warranties designed to meet the building owner's specific requirements. PROPERTY OWNER Individually (lwnPd PHONE 242 -2246 ADDRESS 15152 65th Avenue South, Tukwila, WA ZIP 98188 CONTRACTOR Performance Roofing Company PHONE 481 -8058 ADDRESS 1925 173rd Street S.E. . Bothell , WA ZIP 98012 WA. ST. CONTRACTOR'S LICENSES PERFORC127DH EXP. DATE 3 -04 -91 ARCHITECT N/A PHONE ADDRESS ZIP TYPE OF CON TRUCTI • N: UBC EDITI6N (year) 88 SETBACKS: _ _ _ FIRE. PROTECTION:O . rinklere S Detectors 17 N/A UTILITY PERMITS REQUIRED ■ Yes • N o ( . ZONING: BAR/LAND USE CONDITIONS- - U Yea No l N I ON (other than those noted on or attached to permit/plans): FLQp4 USE •; / / c ()FUF c Or.11 / inr1' r / l FLQp4 SOUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE RAT OCC. LOAD SQUARE FEET OCC. LOAD 90UARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD TOTAL CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: PF10,11 c'F INF 011MAFION • PROJECT NAME/TENANT Can in • I •II • I • I • I I I •• d.` • - fe 8 072.37 •. I -• ASSESSOR ACCOUNT a S - - TYPE OF • New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Store's ® Reroof O Remodel residential O Other: • Grading/Fill DESCRIBE WORK TO BE DONE: Remove old roofing from center roofs and stairwells and replace with torch -down material and comsosition shin•les. ISSUANCE BY: BUILDING DATE: / 9v OFFICIAL G ) - / ci - / l` I hereby coniiV that I have read end wined this permid and know the same to be true and correct. All provisions of IiIrJ mid ordinances governing this work will be complied with, whether specified herein or not. The granting of this peririii dooi not presume to•give authoriify to violate or cancel the provisions of arty other state or local laws re trlettj cohettuction or the perfon Lance or work. I am authorized to sign for and obtain this building permit. /6' , ,C''l' -4 1.{ , s, !'�u, . PFI 4 iJAI►.__ _ k' s t . LAe v �ov,r.�t ti r c YZo f ;,..,. C This p vi become 6hali )ome null and void if the work is not commenced within 180 days from the dato oR i$su cis= , or if the work is suspended or abandoned for a period of 180 days from the last inspection. 0CCUP<iNc;Y ICI. PLAN CHECK BUILDII a PERMIT (POST WITH INSPEC r'ION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - AMOUNT 99.00 9302 4.30 932? 103.50 RCPT DATE 6 -13 -90 6-18-90 90 -267 FEES DATE: t / r/ 2 C) ERMIT NO. - CONTACTED i ,, l /, o rid o_f: ATE READY SITE ADDRESS DATE NOTIFIED ( (q _ 9 o L (ii) ERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) MOUNT OWING 6 LLJ 3RD NOTIFICATION BY: (init.) PROJECT NAME (� /, o rid o_f: I l� SITE ADDRESS S l� US �t� 3 SUITE NO. PLAN CHECK NUMBER g 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 OM. 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. BUILDING - initial review O FIRE O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review BUILDING PERMIT APPLICATION TRACKING h-t6 -clo REVIEW COMPLETED INIT: INIT: INIT: (ROUTED) CONSULTANT: Date Sent - FIRE PROTECTION: (1 Sprinklers (I Detectors (XN/A INSPECTOR: FIRE DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.: U1RE MINIMUM SETBACKS: N- S- MITS = • UI - 1 PUBLIC WORKS LETTER DATED: PAR/LAND USE CONDITIONS? FYes Yes ate Approved - (year): W- CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 /WT/ / Al LION rL1w; i sir f II (f -r) C)U! COAJP'LF IFL V SITE ADDRESS 15152 65th Ave. S. PROJECT NAME/TENANT Canyon Estate Condominiums SUITE # Building 10 VALUE OF CONSTRUCTION - $ $8072.37 ASSESSOR ACCOUNT # P\ a TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: O Rack Storage (I Reroof O Remodel (residential) O 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? (x1 No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: n/a Tenant Space: n/a Area of Construction: 4 7 0 0 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? © No O Yes IF YES, EXPLAIN: PROPERTY OWNER ADDRESS CONTRACTOR PerfnrmanrP Rnnfinrg rnmpany ADDRESS 1925 173rd St. S.E. Bothell, Washington WA. ST. CONTRACTOR'S LICENSE # PERFORC127DH ARCHITECT None ADDRESS Individually Owned 15152 65th Ave. S. Tukwila, Washington : II AR 7 BUILDING OWNER OR AUTHORIZED AGENT SS 1925 173rd St. S.E. BUILDIN PERMIT APPLICATION FEES (for staff use only) . c . 'c EOM HilEMEESEASIMENIEUMBISIMEMINIEBBIE EIRSINIFZEIMERI PLAN. CHECK': ENERGY:: SURCHARGE:: TOTAL "- PHONE 874 -2000 Roger PHONE 481 -8056 ZIP 98012 EXP. DATE 3 - - 91 PHONE DAT PHO JZIP 98188 ZIP 4 ? o CITY /ZIP Bothell 98012 CONTACT PERSON ,Ian Garner PHONE 981 - 8058 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 433 - 1951 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. 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I —. Type of Ins ion: . r f 1 �'C► Addre 1 �/ r �Jy� { r J 1/ Date Called: '.0- _�'�- .� Special Instructions: f ( r 65 /4 • M , Date Wanted: c �� '' 1 a . . 4 m Requester: Phone No.: IK 1 -- StiGV I Inspector: Approved per applicable codes. P • N0. INSPECTION RECORD C. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 ❑ Corrections required prior to approval. COMMENTS: Date: 3 ` /'y- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Recept No.: Date: Project: �- Type of Inspection: Address: , � ( 6 - 2 _ / � SQ Date Called: 3 Q - , z, Special In t� ru�c lo 2.- GV i -, /a ! Date Wanted: Requester: i f'xr Plane No,: 9'9 t c"—C7.3›,st? 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ER (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ' Inspector: Date: 3 / 't ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Receipt No.: Project: 41 1117 P / Type of Inspecp, �! / Add res e 5/ L - 4S /4t Se:. Date Called: Special Instructions: Date Wanted: am. p.m. Requester: . Phone No.: . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: en, -at-A . 9R-M NS A - Asa = k ED.L t2ct PK7 Set-. 3z-0"i C 4 ) d F 7 1 € c1w ,'i R-E A 0 jtf Cz-t N; c.6 /1 /tvt — y 4 xart F GY). Inspector: . ®, Corrections required prior to approval. Dale: , d /2" 1/9 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be ( paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IND , • 10 • • • Date Want Project Phone # Wanted g • .lam , a a .m. 1 MIBIRILle Mai 14,7%1 Type of Inspection Site Addres Requestor . IS Special Instructions Inspecti!/ ne IIJJII �Q Inspector �/ CITY OF UKWILA Buildi 'epartment 6300 S '.center Boulevard Tukwila, WA 98188 • (206) 431 -3670 r.e 4?( • SD. ' ::' 1?. Z'.,. �• s�` a£!;; a�;: f:. t: S'". t'��:t�. "r.1.:�:....•:t".�. ?� *'�f:r: '.v�`.', i + c:i.�l2G's�`.'. INSPEC ION RECORD PERMIT # Date Co Cola (0 1 6 -44-04-pg-0 - 4:0A-.41w , t Date 4._7 7 °(ly ) �VJ }VARtaVijilsw+ ISwo . lJyriT.lY .j�['Yili� :�1��'�a7.97(.�Y'��l!: ffiY`k✓ltiY ✓M:.Tr`r "!.n1f u.?:N'.••Yd4 CF' G1 'td,W(1e1t4!'.'r.Vi�/liftltY�!'. /NSAS:SINJ�a �f G�:!; .Y•; .'IC Y. 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' John Garner 1925 -173rd St. S.E. PHONE N (206) 433.1800 RE:Extension of Permit #6110, 6111, 6112 & 6113 Gary L. VanDusea, 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 PHON APPROVED DATE PROVED 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 t 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 BUILD1G 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 (Building 10) BUILDING PERMIT NO. DATE ISSUED: (pH 9 c tO SUITE NO.: 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 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 l- Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 06/17/00 h�g�90 Co►N yOGt F . / --- A-l i e. A Po- v`! 01x11-45 a-� v� w a �- s 4-0 b e_ m c-dt e a ek fr-A-- 14 /0 / b to S / o p e C e vt'te ,,-- s eel i o . ..rTaIV` —p t 4 eKis v.r �vW 1^t7�� � V'OC) `‘'� , 4x.r . 1 e e. to tgt c- e ilex ot, g 4S i 0 "2.-- I- Hof b(.(; 74 1 I y �'" o J � /vex I � ll__ / O h y be � �.s s ba $ t e e Ski e� 4-,) 4 � 2c .. G�ecl2 s H �- �, ems. dt.ff � r�' k ��(�c� /t‘ Nib % N! / covevs, / '^ ‘—ids ✓`o° 1 147, Co H9pvSi li e, ✓t V'e in O ✓ e O� o o iv e (( a.+ b 4. Utit 1`7..-• ekt( a, it 1 vt4 Col Aer7-ifr,- ~oo 1l aC..S // �e ��"f�c 1. (>, Wood J r e c.1' t o K S 4- b O �t hey D h -g la.'� 20 7✓' ; '4 CO",1,ayslos-. s / �.1".�0.S, Klfps o /Op* eil p 0 IA k i cA_ I I A ■ t42.- 14 ii ov- *14 eA. co s � .S `L'G IrOv1 /S , w Y 4 6, vve w. o X44 V-- i,. e I K1 lP t5Gt,l 1 dei Ley 49 I o re._ ("oc, ea - 4, 1,, bv.064. a p +0 -54atvael ,41-1/(c. ✓c rl.41 wI i 5 APPROVED FOR � - - : ISSUANCE BY: 1 ( A ' BUILDING 4 AAA, OFFICIAL DATE: I hereby certify that I have re- • andIl amined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. ZIP 98168 -9393 CONTRACTOR SSG Corporation DATE: SIGNATURE: 2 c / WA. ST. CONTRACTOR'S LICENSE SSGCO * 249J8 PRINT NAME: P? Al l r r •f c 4 1 � � SS c... COMPANY: _5 S 0 PROPERTY OWNER Bedford Properties [ PHONE 241 -1103 , ADDRESS 12720 Gateway Drive, Tukwila, WA PHONE 367 ZIP 98168 -9393 CONTRACTOR SSG Corporation ADDRESS P.O. Box 33970, Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE SSGCO * 249J8 EXP. DATE 5/91 ARCHITECT David Kehle Architect PHONE 433 -8997 ADDRESS 12878 Interurban Avenue South, Tukwila, WA ZIP 98168 TYPE OF CONSTRUCTION: III -N UBC EDITION (year) 38 SETBACKS: N _ S - E - yyyy FIRE PROTECTION: ®Sprinklers Detectors 0 N/A UTILITY PERMITS REQUIRED �] Y es ® N No (d+ rouyh Pudic Wo ks1 ZONING: BAR /LAND USE CONDITIONSOYes ®No CONDITIONS (other than those noted on or attached to permit/plans): i CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: l0- 3225 S 116 St PROJECT NAME/TENANT MSAS Car o DESCRIBE WORK TO BE DONE: BUILDING PERMIT (POST WITH INSPE►rION CARD AND PLANS IN A CONSPICUOUS LOCATION) U DESCRIPTION ENERGY SURCHARGE OTHER: TOTAL - PLAN CHECK #90 -228 169 TYPE OF • New Building ■ Addition M Tenant Improvement (commercial) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other Install interior office walls and rest rooms. FEES ASSESSOR ACCOUNT 0 AMOUNT RCPT • DATE U( 25, yy 0 pp 00 66 .00 T1 -904 Demolition (building) • Grading/Fill coot cc)r.tr>t tnrlct USE .4 t TOTAL SOUARE OCC. FEET LOAD 4 9DUARE FEET OCC. LOAD SQUARE FEET LOAD CDC. SQUARE LOAD FEET occ. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF DATE ISSUED: OCCUPANCY NO. 'i0 , C Y PERMIT NO. • • CONTACTED DATE READY DATE NOTIFIED II (� l " l " �� B Y: (s nit.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: - (init.) PLAN CHECK NUMBER 9 0 Qat j. BUILDING - initial review El FIRE 0 PLANNIN(? O PUBLIC 0 OTHER REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME BPS Lows c) SITE ADDRESS 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- RANCYLOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. 5-Q* -9 ROUTED INIT: INIT: iNIT: INIT: Z 3.5 5 '11(0 LTANT: Date FIRE DEPT. LETTER DATED: REFERENCE FILE NOS.: OF CONSTRUCTION: // yid BUILDING - final review 1 5`Ctv INIT: K \ 1N) SPR(Jl<LLr21 n ere I etectors UTILITY PERMITS REQUIRED? [ ) Yes M No PUBLIC WOPKS LETTER DATED: SUITE NO. 1 (09 at Approved - INSPECTOR: IBARLAND USE CONDITIONS? fl Yes MINIMUM SETBACKS: N- S- E W- UBC EDITION (year): � cte,E3 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 /L'L'I. IC/1 LION nlu`; T BE HI I I L_ L) OUT COMPLETELY SITE ADDRESS �✓ ?2 ,. ItC�i� SUITE # co ci PROJECT NAME/TENANT Ai & O VALUE OF CONSTRUCTION - $ ASSESSOR ACCOUNT # L.vr A • 0c12304 - loco& � •IOZ304.9044 TYPE OF Li New Building Li Addition WORK: 0 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: INi-erTo r Tenant Improvement (commercial) Li Demolition (building) 0 Remodel (residential) 0 Other p �L; U LA/6;1‘t 4-0 toc? 1�'r1.�lVt� r v� F roo M s ) e4-c-. BUILDING USE (office, warehouse, etc.) C.7f"�IGG w,�K�lap�� NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ig No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: . 4r ,7 Tenant Space: y 3.75 'F Area of Construction: ilpi - i s - WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 1 F'©R) Peen s ADDRESS 12 72,0 G w A I �� CONTRACTOR �Q ADDRESS pa x 3 WA. ST. CONTRACTOR'S LICENSE # GyC�C 24-g ARCHITECT 7,em � PHONE , ;_e9g ZIP 96j , ADDRESS 7 I�J1w°(dJ�N� E. EXAMINEDT .. .......................... HE :: SA BUILDING OWNER OR AUTHORIZED AGENT DATE APPLICATION ACCEPTED SIGNATU PRINT NAM � W) ADDRESS 12,M I qrt goe.A.4N Avr. DATE PHONE 5191 CITY /ZIP � CONTACT PERSON 1:74Vi � k�G PHONE 4 ' 7 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 Coord'.nator at 133-1951 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. BUILDIIC PERMIT APPLICATION FEES (for staff use only) IMO '14 1 1:11: irTIVEMMTN [•lrL i , _ ila �r_ BEIRIMBEINIEM111111 ...::..:.......::.:.:.. PLAN CHECK': FEE <' ENERGY SURCHARGE:: TOTAL - DATE APPLICATION EXPIRES PHONE 04-1_ 110 ZIP 6 0i6B PHONE 3C, 6 1593 EXP. DATE ,qi ZIP i - 1 COMMERCIAL NEW MCA Isted bulding permit application (one ieeeb 0000.0t14t001 ... one stam dudlitypermlt SIx •"(6 ) sits of civil drawingdrawing ........ „. ptinplt, ......... '.:•'''''''''.: •:"::.:i:::ii -.. ..:......— ---:'. it appli .....,.... .. RACOC,,,,,i:).'::.::Zft:'::::':',:',- ffiiOr!....:'''''",„'„'''' cOMP,iiiiii00.i.."%mtq ....0.(2)...:!!!!i'i • , .....L _ ...,:i.:';':'''''" ,..'!iiiiiii',0a9.:::::::::,::::::::*:ii.... :iiill be • Exit doors •,..11400119.,:•,,,::::::'.:'.:::":';"''''''''',..4iiii*,,,,,..:•:.:1".,li • --''.(iiii014"1 • 1411?!!'....t!F!!.:::::::::::::.:4:::.:..:,, * ckide ......- .. PI— s ••'''''''''''''''••••••:::::':'"''':('•:::::::::::::::::::,......,::.:. • • ....... . ..........................„...„... dimen ............ ks.(....... ::.... --.....„.•::::,:•:::•:.: • • ... " ... #.:"!...'.......:.... stem Avai .(m* sKtrsg ":iraiid:Over) RESIDENTIAL NEW $0■101.0fAMILY.::DWELLINGS/ADDI • 90mptcrle building permit (On, for each Assessor Account Number Two sets (2) of working drawings, w hich . . • • ■:Faendetien • • t plar • Building elevations yle*: • 1 kikv.(706.-secti.90i. JCDJ I • s.0* Energy Code data Completed utility pem'iit application S116) of site plant showing utities 001ii.::18eikling . plakind utility alto plan may .. . ; pormit application and et,P . for specific submittal rsqufrements. AddionaJ topographical and soils Information rat f raming plans SdelMITTAL CHECKLIST hp Homed Assessor Account . Nu mbe vki.(2):::**SJ)1*00f0400P^ Site plan • Completed bulki L5SO$Sor Account Number Narrative descnblng existing roo matesisi being installed. NOTE: A certification letter is r aqulr • matenai being netnei+ed... d prior to n inspectio off and s of th P#MS • ANTENNA$ATEWTE DISHES , • Completed b uilding issesor Account Number (2) sets of plans; which include: to Plan 00 t :• sb ills antenn&sataIlfti dish and method of attachment ilcuistions stamped by a Washington State ticensi t. . . . . RESIDENTIAL REMODEL . ComplptecrbuiiciinO:pftrit app Assessor Account Numbet o ( 2) sets of working drawings, wi • F . • Roof plan .■■••.8611Ctinit.eleietieifeleit:Oeers • lding cross-s Structural framin : ::•::„NOTE:••Itaini4t1lity*Ofic . :**44One: and plans must Of:L*00 REROOFS Completed building permit •-• Assessor Account Number • E Narrative describing existing roof, m • material being installed. .. .. .. ....... . one for each structure) • • • RETAKE OF PREVIOUS ENT. Co. m y o n, C 4-e b m CL4 4 b ek►~00.. 14/D Aw 5 / o / p e. C e vi-le v- S c c'h o. . .rTa v` —p 4 4 e iS �i K�y� �' ,,..„/( / /.1 ,p ) / roG�iw d '' np] btu' (T�K 4-00r. 1 � G � (0. c Q .� t7 � � y .0, bet l� s ba,s z 4- a See� cCec A Pp mod i -0 i eA 10 H . Gle ck S W / 404-"N ("04 i H 0.f( Gt) 4e..� %� '� 11- tiecesSawy iti�ewco el ex c,r All t 5-1 (0 v N / 4e3 to ve in, 0 4.4 v-o f � C O N1 pOSf Tied 4°1)(4 1 a�. we(( °L.+ IottiV tt N ekd -f vt,�Qv� Cp .1 e cT i ob(if plet ce V' Gc� ► 1't1�'�c ' hS�a // ywa�J N C G... -.do et. k. v1/4 04 6,0. 49 4. 4., f/`� et. 9 S h r k 4 O S /op.. ei Co L s� s ec�,(0, e � 4 0 � 8410 c 0 b s 1t �0 4t vet i it( yv'. COp c°4'%. ff V C. ("CO a . ( f i S be r oets PROPERTY OWNER Individually OwnPri 'PHONE 242- 22,43 ZIP 9 :188 ADDRESS 15152 65th Avenue South, Tukwila, WA CONTRACTOR Perf • r ; . • • • .„.. , PHONE 481-8058 ADDRESS 1925 173rd Street S.E., Bothell, WA EXP DATE ZIP 8012 - 1,..• WA. ST. CONTRACTOR'S LICENSE C PERFORC127DH ARCHITECT �A 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. G ATE ISSUED: DATE ISSUED: PROJECT NAME/TENANT ISE 1.0C r roTA (00- lq-90 15152 65 Av S PLAN CHECK PROJF(: i INF Oflr.IA (10t vi`• . . jr .�.� ■ _1 on • . TYPE OF New Building • Addition Tenant Improvement (commercial) ■ Demolition (buildi Gradin g/Fill WORK: Q 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. CODE COMM IAry :E. 4 4 L S LIARS FEET OCC. LOAD SOUARE FEET Occ. LOAD sCUARE FEET MC. LOAD Occ. LOAD Occ. LOAD TOTAL SOUARE FEET TOTAL Mg. FAQ SETBACKS: N _ S — TYPE OF CONSTRUCTION: UBC EDITION (year) 88 FIRE PROTECTION sp rinklem p Detectors [XJ N/A ZONING: BAR/LAND USE CONDITIONS0Yee Leo No :ONDITIONS other than those noted on or attached to • rmit/ • tans : :ERI N:K:AM (.1. 7CCUPANCY WO. • r a - - - -_ -.r IMP +•• :!r —me.= f ,rn .-....mom.... S . imisamI■omm.- rsu��u��►�� FtNM1I (POST WITH INSPE - . ION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE ,BUILDING SURCHARGE ENERGY SURCHARGE 4.511 OTHER: TOTAL • AMOUNT RCPT • 99.00 103.50 9302 9102 - DATE 6 -18 -90 6_,18 -90 90 -267 V lL ATur L: i _ A, DATE: L / UTILITY PERMITS REQUIRED Yes No L' ti.ri i∎ . viai RA% � ) BUILDING SSUANCE BY: % _) .( l2 ` � / A j a_? \J OFFICIAL I hereb; ccrtiiy that I have read and e%amined this permit and know the same to be true and correct. All provisions of le x,' trod c cdinartcss governing this work will be complied with, whether specified herein or not. The granting of this period duct; not presume to give authority to violate or cancel the provisions of any other state or local laws reguistii..) c rsrtruction or the performance or work. I am authorized to sign for and obtain this building permit. 'Hli.! Ii s �.: , ( � ✓ �..� �_: COMPAN . W - t t r. c 1 This loch shall become null and void if the work is not commenced within 180 days from the • to of i6SUk4:C .', or it the worls is suspended or abandoned for a period of 180 days from the last inspection. — M r§ SUED: FEES ASSESSOR ACCOUNT 0 8.072.37 A lTuflh C 71/