Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 6112 - Canyon Estate Condominiums - Buildings 6-9 - Reroof
1925.173rd St. S.E. October 8, 1991' PERFORMANCE ROOFING Quality Roofing at A Fair Price City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington '98188 Attn: Dave Larson Permits #6110, 6111, M1" & 6113: Canyon Estate Condominiums 15152 65th Ave. S. Tukwila, Washington 98188 We have installed a roof membrane assembly consisting of Genstar Flintlastic torch -d'own 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. Sincerely Yours, OCT ? 0 1991 Ci FY Oi? Tu1.'jVil..A r' t)EPT. Bothell, WA 98012 481.8058 C SECTION II PART 1 • GENERAL PART 2 • PRODUCTS SECTION 07510 C NOTE: 'ALL WEATHERiEMPIRE'" Base Sheet may be used in lieu of inorganic base ply. tt�Mr'.11 tl1�11r.O w A �1LWwn�wwi a" -w -.. tustarmar trrrrrrrrrrrarrrrrr iimas roan ar iin xiariimu irr.t� ui tirirerrirrr�rrorrbiiiYrWYYry rrrrr �rrarrrurrrn I.0 urar--- r rr- ir r� rr rr~~ rdr, rrrrrrrtrrrrrrrrrrrrrrsrrrerr s�trrr�rrrrrrorrrrrrrr 'raaaaat r - -r ' --f T ii -- --on -° rrrrrrrrrrsumunrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrr 111111111111111111 •"' I '""1 S 11~-• II I' / r � r► �rrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrt ttrrrrrrr------ - --- �• rrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrr. I annu rr smsa rrrrrrrrr ° �rrrrrrrrrrrrrrrrrrrrrratrrrr Irr ratan_ ararrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrNNINIMr UMMIrrrrrrrrrrrrrrrrrrr� I rrl�rr rrrrrrrrrrrrrrrrrrarrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrr xmyrININI rrrrrrrrrrrrrxNrrrrrrrarrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr' a 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. 2,01 ROOFING SYSTEM A. Modified Bitumen Roof System on Nalfable 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 Roofing 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, OCT ? 01991 . Ci i'Y cif= 'f t.ttltViLA �.., Pi.A l! DEPT. GENSTAR ti Performance Is the atomise. • hunnunnumwrimunnimmiummrstmessultunnimmumussurastrim 1111II/I1111/I111I11/1r rinar /11I111111I11111/111/1111 wwwl/wgl1w1IaIaINIIIIIIIII WIN! - " 1 :� ; ;� Ilk : ::::::::::::: S:::::::::'.w .411111111111•111111111111111111111111111111•111111•1111M I f fI II1f `' 1' 11I/ II// IINIIIw I1IIwI111IIII1/II1111IIaIIIIII /11II1III 11I lrrrrrrrrrrrrrrrrrrrrrrrrrrwwll//// IIw1I11/ IIw111wI11111w1111 /1111/I1111aw1I/1 III/ I./// I// IIIIIlIl11w1I//// I/I 1I lw I1wI1/ IlwwlwM11l1wlwl wll/Iwwwwllllwlllll/1.sI9 iwwiiwiiiiiiiwiiiiiiwiiiiiiiiiiiiiiwiii�iiiiiiiiwiiiiiiiiIIiiiiiiiiiiiiiiiiiiiiiiwil 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 Rooting 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 rooting materials are applied. B. Cants. Nail cants 2' o,c. to roof deck. The cants shall lit 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 of copper flashing. B. Valleys. Torch apply one ply of FLINTLASTICRJ 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 nallable surfaces, flange must be nailed 3" o.c. 3 /n" 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 /II'" 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" 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. 0 3 % IOli / /laYr%irwMIDlta1d11fNirwmmu Iii• Rm1EsnmmS11CVlIt rWluirlEfJHA•Giil•:'1i111A1 ukithr bYsarraIIM1111dRRrrLi .1...raaBIIIwmam rrrssrrssrrsrl II// IAP""""' lY'""" 1"" Ar4 Pmw" r """ilyr'""Iid1'"'"""41111NEINSI MININ11111111B(IICi llin111l• f4NiI11111 /1II1IN1I1I /IIII/II11 IAIII■II •.• "1 ••••1 'd I -r"!rr nr' i. - �- iN IbirRlmClrR1HRRrrrarWR/ I .IRrRIrrII!•rIRIRRIrRIIIIIIIIII II/IRI1 *so 1 •-..r a1 ' I Ml i' ./ 1 R1IIRIRr1111/1111111111 111MINNI IR1I1IIIII11III1INI NIII•I�---- t••-- •- -a•- � —nom 4 - •+mod • • -ia U. UmrrrmrmrrrrlrrmmrlR f IrIIIrIRI1IIRIrIIRIRIIrrrl 111111E .J gglINNlrrrRRRlIrrRR I/RI/IRI1/11I111I11//I/I / IIRIIR11�111111IRaIRRR1RRR1111111r11IRRI/ 1I1r1I1r 111IRIrr111IIIIRII /IIIMIriRIRIRIII IR1I11111r1 R111IRIIIr1I1R1r1/ RRRRI111M1111rr111rI111rI1Rr111111INI11rI111111111IIRRIIIIIIIIi IINNNula11HRNRrra/ NRIRRIRIR/ NNII r 111 RRRIIIIIRR1rJ111N /RI11r1I1111IrI1II1IRr11R11R1 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 lilting the unsealed area with a trowel, reheating with a small torch and applying an oven pressure. Do not attempt to repair laps by torching the fop surface of the membrane. Hot Asphalt Application: FLINTLASTIC® GMS' and GMS /If" 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 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 salvage edge of the proceeding 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 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/II ", GMS/if' STA/II" arid GTA/II" Modified Bite. men Flashing rolls are specifically designed for use in conjunction with FLINTLASTIC® GTS ", GMS ", STA"' and GTA" 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" oc. through tin•discs in all directions. Flashing rolls shall riot be attached directly to wood surfaces. Base !lashings shall extend a minimum of 8" above roof deck, nailed 9" o.c. through tin•discs along top edge, Metal flashing details midi as pipe fleshings and Ilashing pans shall have a 4" minimum continu• ous flange. All metal flanges designed to receive FLINTLASTIC flashing rolls shall have a 4" mini. n m width and shall be lighlly primed with asphalt primer prior to installation. Fluter to Construction Details Section, Pages 31.35 for typical detail Instal• lalion specifications. 8.06 Coatings and Surfacings: Additional pro. leclive 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 Ireatmenls. However, when design requirements call for additional surfacing to salisly particular aeslhelic or firo•resistanco properties, GRPC recommends the following gorieral 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 5 /a" in size installed in a flood coat of Type III asphalt. Flood coal shall be applied in a uniform mariner at the rate of 60 lbs. per 100 square feet. Gravel and slag shall be applied at the rale of 400 lbs. per 100 square feet with a minimum of 50% embeds, • .... the ff.. pa sphalt Emulsions: Surfaces to receive emu sion coating shall be clean, dry and free of debris. GRPC recommends emulsion rilpplication a mini- mum of 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 feet. Emulsion may be applied with a soli fiber brush or spray equip. ment, brushing or spraying towards Ilse laps. When necessary, emulsion may be diluted with no mor tan 10% cool, clean waler, cry o receive acrylic coating shall be clean, dry arid free of debris. GRPC recommends acrylic application a minimum of 30 days after installation of roofing membrane. Acrylic coatings can be applied over an asphalt emulsion coating 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 coaling is required. Appli• cation rates may vary according to product Man. Wachner, however, GRPC recommends a minimum 3 gallons of aluminized asphalt emulsion per 100 square feel. Consult the product Mans,. faclurer for application arid 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•resislant coaling. For further information on optional coatings, contact your nearest GRPC office. 9.00 NAILABLE SUBSTRATE FASTENER DATA 9.01 It shall be Ole responsibility of the designer to consider geographical wind conditions and pro• vide protection against wind uplift. Current Fac• Wry 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 111051 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 eilher fasteners or deck material or assume any responsibility for their per. lormance. The following list of suggesled 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 Nailable Substrates I 2 3 4 r xdl u, Nail Insulduck Roofing Nail 11 or 12 pa I.oc•Nail Annular 7/18` 1/2 E G. f ,adog Thread 11 ga Diem Head Fasteners Corp 7/18'.1/2" 1 lime I lend Capped Es. Nail I* Cap EG•Preclucts libeled( Nail I" Diem Cap Simplex Nail & Mlg Cu 7 S(luarel Wad Cap Nail Annular T 1" Owl Cup ii Pariarnlinna /c Iha nrnm /ca SECTION I flooring Nail Spiral Thread 11 o n 7/16%1/2" Mari Head Independent Nail Co W I t Mate Co 8 1 r' Squarer load Cap Spiral Thread I' Dawn Cap Ilxlopendunl Nail Cu Sunplox Nall & MIg Co ti Nail ! Ile type A 1 •i /I4' 1)xail. Cap z,x lot or or Mark III I:S Prcxlu 12 Q Roofing Du•AIl Null Staple let Ito durtut, power dnven E G sculling an licalx�rl Fasteners Corp will, lupe only (Diverging) aarryFast Note: Nails with less than 7/16" diameter heads shall be nailed through tin-discs. 'Fastener Guide continued on page 10. GENSTAR l� C U 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 /(t. 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 pall 45 lbs Asphalt Emulsions 0 D weather resistant clay -type non - fibered asphalt emulsion used as a protective coaling 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 coals at the rate of 3 gals each per 100 sq /11. 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 /fl. Protect against freezing or water contact of any type until dry. SPECIFICATIONS: ASTM D -1187 ASTM 0-1227, 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 gilsonite 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 after application. Now 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. 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 coal 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 lbs 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, direct or consequential, arising out of the use of or the inability to use the product. . '+. :�• ,., _ :.'�'� _ !•'_. .._.. FLINTLASTIC" GTS'• an SBS Modified Bitumen granule surfaced, roll rooling product constructed with a high performance non• woven polyester support . mat, 5 ram thick, .. .. ., Wj 5•.u.77,!14 -0. .....+. ... .. .. 1......-.... r Roofing Membrane 0:741,:7 •'r erP �'.x • .V....1.42.11...... M At 441 Torch Applied 7. ":.r •.•r.rt�yrA4F, n_! 3 /+ Sq. 7•'r'VPI • . Vt! ....1 92 7 nt � l 's a il Mineral Granules •' .' a . r• �, • it � � GTS•1.2 GTS•2.2 .. Class A FLINTLASTIC" GMS" an SBS Modiliod Bitumen granule surfaced, non•wovon polyester base null, roll 'noting pint fucldesigned Inr hot asphalt application, 3.5 nen thick, Roofing Mombrarto l lot Asphalt I Sq. 100 Mineral Gmnules 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 1 Sq. 90 Talc STA4.2 STA•2.2 Class A FLINTLASTIC" STA"' an APP Modified Bitumen granule surfaced, roll roofing product constructed with a high performance non• woven polyester support mel, 4.5 mm thick. Roofing Membrnno Torch Applied ••• 3 /4 Sq. 02 Mineral Granules GTA•I•2 GTA•2.2 Class A Accessory Rolls: FLINTLASTIC" GTS/II" an SBS Modified Bitumen granule surfaced, flashing roll designed for use with FLINTLASTIC GTS Roof Systems. Fleshings and Construction Details Torch Applied Up to 50 So, Ft. 46 Mineral Granules GTS•1.2 GTS•2.2 Class A FLINTLASTIC" GMS/II" an SBS Modified Bitumen granule surfaced, flashing roll designed for use with FLINTLASTIC GMS Roof Systems. Fleshings and Construction Details Hol Asphalt Up to 50 Sq. i't. 50 Mineral Granules GMS•1•2 GMS•2•2 Class A FLINTLASTIC" STAIII'• an APP Modiliod Bitumen smooth surfaced, flashing roll designed for use with FLINTLASTIC STA Roof Systems. Fleshings and Construction Details Torch Applied Up to 50 Sq. Ft. 45 Talc STA•1.2 STA•2.2 Class A FLINTLASTIC" OTAIII'• an APP Modified Bitumen granule surfaced, flashing roll designed for use with FLINTLASTIC GTA Root Systems. Flashings and Construction Details Torch Applied Up to 50 Sq. Ft. 40 Mineral Granules GTA0.2 GTA•2.2 Class A w awrwal/awwwwrawaaaw /inwwaa wawawa /awwwwaaaawl nutW aw //awalRwra ilnu Raw/arwaai u alwwr - - r >' - '�fI - it - -- r -- �►_ -- - +rrw/rawalwar R a//arlwww nrlrrrwlwlwwrlww/ww/1www11 rIMrwwfr i 1 i' — 1 . ' II "" "" Ir A - - arwarww/rw1r1a1awww1w11 ww1/www/wwRlawrwwllawraw 111111* "' I ""1 s, Ir ^' n r' .i,i '1 d► rI/IR1/RII//IRI //IR/II/I ww/w1 /Ia1IIwRI1wIIwRIIaIIaI II1Iw ^"- /.. A/ I/ Rw111I11w1/ I11a1 / /I /ar llwrlalwll ///I/w1I111111 w wlawfl. a1ww/ 1111/ wrlww/ 1ww1ww1aww11w /1aw1wwa/ww11aa1wrlww� 11lawawwwwaaawaawwaawwrwwwr 111/ waarwwaalw/ awlawwwwwwlwwlaawwwwa /wawaw111aawalRwwllwww11 wR1 RwAIRfIFI111 �Rfwa / wawwRawl warRwwsawasf lrf> w/ awwlfirwwRawwaww/ aarwalrawirararlawwawaaa/11RIai (J 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•ol4he•art manufacturing technology and tacit - ilies. Gonstar'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 roofing products. Quality control and lonnulations of modified bilu• tnen compounds are key ingredients to providing superior nlodiliod bi11111011 products. Genstar has eslablishad art "on•sile" quality control laboratory to provide col stunt 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 Iho various rnadifind b111111011 compounds and consistent finished product testing and analysis. Genstar Roofing Products Company stands Whir d its FLINTLASTIC tooling products and sys• lords with complete technical service and field sup. port, end a lull Ilne of substantial and reliable warranties designed to meet the building owner's specific requirements. PROPERTY OWNER Individually Owned ' PHONE 242 -2246 ZIP 98188 ADDRESS 15152 65th Avenue South. Tukwila, WA CONTRACTOR Performance Roofing Company PHONE 4818058 ADDRESS 1925 173rd Street S.E. , Bothell, WA ZIP 980 WA. ST. CONTRACTOR'S LICENSE # PERFORC127DH EXP. DATE 3 -04 -91 ARCHITECT N/A PHONE ADDRESS ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: _ _ _ FIRE PROTECTION:0 , rinklers • Detectors 17 N/A UTILITY PERMITS REOUIRED? yes ®N o l Publ u wortml ZONING: BAR/LAND USE CONDITIONS0 yes ® 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. DATE ISSUED: (oV1co 15152 65 Av S 26,893.57 PROJECT NAME/TENANT ASSESSOR ACCOUNT 0 S TYPE OF ■ New Building ■ Addition Tenant Improvement (commercial) ■ Demolition (building) WORK: 0 Rack Stomas ® Reroof 0 Remodel (residential) 0 Other: • - •11 I I I • • Grading/Fill DESCRIBE WORK TO BE DONE: Remove old roofing from center roofs and stairwells and replace with torch -down material and composition shingles. CODl (:or.11'l IAN' l USE .4 FLOCA TOTAL, SQUARE FEET 0CC. I LOAD SQUARE FEET OCC. SQUARE LOAD FIST CCC. LOAD FEET CCC. LOAD MUARE FEET OCC. LOAD TOTAL. SQUARE FEET TO7TA. 0CC LOAD APPROVED FOR ,n /)./\)_ ISSUANCE BY: _,� �.Q't'i .N1 7 I hereby certify that I have read and eh mined 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 !Ruffled herein or riot. 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 perio r e or work. I am authorized to sign for and obtain this building permit. SIGNATURE: /4/r DATE: C CERTIFICATE OF O CCUPANCY NO. BUILDft'3 PERMIT (POST WITH INSPEZ flON CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE 54.00 BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL • AMOUNT 4.50 58.50 RCPT • 9302 9302 DATE 6 -18 -90 6 -18 -90 PLAN CHITK #90 -266 BUILDIYG DATE: OFFICIAL 6-6 -r0 PRINT_ NA E: 1 t ^ro H <<. COMPANY P °✓ 1444 ti c go41 This permit shall become null and void it the work is not corartioncal wiiiiic r 98t7i c . ica from the date of issuance, or if the work is suspended or abandoned for a pedckl of 1 dzIlis Fir le.Ct inwoction. PERMIT NO. CONTACTED Gbh n DATE READY DATE NOTIFIED `(J O ' IL. -a L•J PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING v� 3RD NOTIFICATION BY: init. PLAN CHECK NUMBER r BUILDING PERMIT APPLICATION TRACKING PROJECT NAME 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) DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. REVIEW COMPLETED al Dr` e_,orid - S 1 J 6.D KNJ SUITE NO. 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 PARTNr : T BUILDING - initial review 0 FIRE 0 PLANNING O PUBLIC WORKS 0 OTHER BUILDING - final review ROUTED INIT: INIT: INIT: INIT: 4 6 _ F � f 0 INIT: E#UIREMEN" / C bONSULTANT: Date Sent - Date Approved - FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: IBAR/LAND USE CONDITIONS? f Yes No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? ( J Yes ( N° PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UBC EDITION (year): CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN CHECK NUM ER I O D ill'I'1 IC/1 [ION filU.; 1 III 111 I t !) UUl COUPLE TEL SITE ADDRESS SUITE It 15152 65th Ave. S. Buildings 6, 7, 8, PROJECT NAME/TENANT Canyon Estate Condominiums VALUE OF CONSTRUCTION - $ & 9 $26893.57 ASSESSOR ACCOUNT # See N-chil TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage O Reroof ❑ Remodel (residential) ❑ 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.) Condominiums 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: 14,800 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER Individually Owned ADDRESS 15152 65th Ave. S WA. ST. CONTRACTOR'S LICENSE # PERFORC 127DH "CONTRACTOR ADDRESS ADDRESS BUILDING OWNER OR AUTHORIZED AGENT Performance Roofing Company PHONE 481 -8058 1925 173rd St. S.E Bothell, Washington ZIP 98012 DATE evd/ /90 PRI NAME PHO John Garner ADDRESS 1925 173rd St. S.E. BUILDIN. PERMIT APPLICATION FEES (for staff use only) DES.CRIP:TION::. : BUILDING:PERMIT :FEE PLAN CHECK:: FEE.:,: BUILDING: SURCHARGE ENERGY SURCHARGE AMOUNT':: 14 6 c.,) DATE try-11-90 PHONE 932 -0723 Roger PHONE ZIP 98188 EXP. DATE ZIP 481 -8058 CITY /ZIPBothell, 98012 CONTACT PERSON Jan Garner PHONE 481 -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 I AUTHORIZED AGENT If the applicant is other than the owner, registered architecUengineer, 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 (0 l%*--9 DATE APPLICATION EXPIRES isr o3,.o COMMERCIAL TRACK t3TORAi pacd..whertritc4.wil . EVICOYMERC AL aUI DI 4011 A RESIDENTIAL mod buNdl p ePf?iia b* . .. :...... alhwnalans ::. :...::..... . rslaulationt :scam ... Ow* WM. ' ` and SUBMITTAL CHECkLIST onof. Floor: pl n o4 proPosed tenant's :> Tenant space plan whf use Ole :<:<:::: >:: •:ExIt dooto, R io N ew.walls exist a wall, and wa con . .coon detai :;; oftti .......... ............................... NNr>9T> .............................. ......... ............................... ERt AL.TElNANT:IYPROVEME " > �Iptee fx fflp pertftippNgil MMO eIta .. .................... tod :build q. permit. oco+nt N ndot /e/ :/11e Joy, L`zt /43 !Ili. 161 'z r as' /22 146 6 z Ie7 Az* /or t o )it 1/0 fzc11l V ' 1l2 f 113 ' /-t 11 i t V2 /15" f 116 1 1�7 1-•r 1 IS' X /Lit 120 •dam /2, 1 : H/332.50— oc /o - Qs✓ ! H 13,3 � 5o -s 0 oA 0 -62. H13 zro- 03a -60 ft 33 2.Ca cc vc - - . H/332 5cc yoro -o I-I 1332.ra 6c ,H 133.Z5 - 0670 I I332so - -oeec = k 133 lro -10450 !-)' 133xrc - 6 l -0 s 1-i 1335 c - H/312X ' - '(1/2.,0 -0 1 1332-srN 0 / 3 6 + - 6 7 : H 0 . 1 2 . 5 ' 0 - 0 - 07 ; fit 33zxc It /332.50 - C /60 02, )H 1331 ' o — 01 . 76 - 'oc. HI332,5'o --olgo-wet .1133250 •--ewe--04 1-11332.x' O Lco-10 )1 'o — Q Z. l 0 © ce-I -c 2 o/ aAe 7-02, cz12-t 26.3 c 2,6/ c2- t 9.66 2.c' 7 c .i 2JCi C2/ J-11 2l L -� 1./3 r2 a`z 2.t ca:t, 11 ft 0-/2-t 2.0 C 12.0 C/iz` 12./ Ja 13 .�� 9.arl i H /33 -d?2 -d - /-1 133 )-s e -- c 2 3 0 -- C ir H133 2- "' G 2 ,1 /6 a� 133..3 - c tt /39254 _ H 1332,5v - 1-! 1 3 3 9.,5 H /33 9-5 H 133 ;,S"c G 2, 5 -- 0 3 O ".4 C --• 07 - 0, c 67 -C2. cj 0 o 5 - 0 3to - ("1 1 - 1 1 3 3 2 . 5 2 , 0 - 07 1-I 1331.50 --o330 - ( 7 1 t332.5'c) -'03 /0- H)33 'A 5" — t 3 5 H 1 33'2,5 c c1360 - -C, f7 3 2,5"c> — 0370— o r H 133 ro - c 3 ito -- c HI 33 7_50 -- 0 3!D - - a H l 3 3 9 O you -f H1332.5 — o Oft oo /l 133 Ire, -- o -- c► �- 3 �3 .12 36 acs' 3e7 'L c- 36 3c? .1.. 31a 3t( iL 12. .t 3/3 L 2 3/4" (Z( 3 /4 317 .13 FFFeS ,/3. Z .5 "n _ y e- c y C t 2. /332 Sc c C/ //32.5 — O 6 c' -c y /332,5 - 0Y7e.c 7 /Y3zsc, ... c yc , c,7 3 3 2. s ;/.3,1 W 5 "c: -- Off c /3325c -07 13 3 2 5"c, --• 0.5'3 C ._ 6:5- / 3 37,rc, --a3 1 3 3 2.5"a --- c 5":co acs !fj 1392ra -, C566 —c • I/3315 a 17+ ) 3 3 2ra --- 0 5 -- o ' jt 133 Z4` 0 0 5`Yc — c z. i9•3311 - 4P -- 04 Ca - oa • ¢? c3. /1 133 Z5 11 1 33 2.. 5 1 3 3 M 1 ,Z. 5 c' 1-0 1332. S� c l! 133 2,,5C) frt /73 Lro 133s'c Pi /332.5 a /.2' 133 1.5 /-* 1.3.3 2.. Cc' /-t-1332.5 h1 3 H (332,5"c /'f /331 5 e ti /13 Z.ro 1 (33IS - c , (� J3,3 c -1'Q. ?Jr/ X' • �w 0, 6 3a-- c,y —�- c690 • 07i 07 072, 0S' 0 7 , 7 c , 07 c d/ -- c � 7 s - a OT - r a 766 cj 770 -'0 4'8la • • f� SC / SC E 41 s'o 3 %tro 45c6 .rs' 1" , _e 5"67 Az 3 4z` ca. /2-' 573 q--( S' f, !,mot 17 Y 13 :% Z?'"/ 21 r // !3 3z.5 err K13325' ei1 0.A06 '/3.3 - c= y »13:4 2j (- t?3 H /33Z5c - O / c rc� 13) 25 " `- c. (5 -o 7 11133 c tr6c --CS M/33 25 'oelo -03 f� 133 Zs'c' 1$ga C H /33ZS'0 O`! oc.-- /5+/ "S c C,S //133 2..5 4 -- 0220- 0.3 1 2.10 o l 3 c• cv hF 0315 -- G` / yo • -ay / /332,sc -- o ?S & — 04 /a1ir /i /33z5c Ire •�:�.. ��•Nilrrl evz r cvlt C cz (i e", g-g F g /4 /:332SC - c 7 f/ 133 23 - -crier - cE I. 13325'o - 6375 -- /113,32,3'4 / 00 1 133 z S`G: 1 / -- C -1 /./ / " JO 9.0 - o a At 1532.5c% t r cs 3323 -- ) a W6 64 h /332-To — !e (/1332.5 0 _ - . o! 133150 --- i " 7 - 6 ? /�r3 7,5e _. /ores -- -c7 7 c , / 7 9.. H-t 7 e3 4Z 7e r.. 744 767 7& 767 7Z/ 72_x. <: 72.3 71,9 P,o E" 7 / 21 7f /3,11,5"e -4 io90 eSr /r /flzs 1160 -' h'133 /a - 01 t/ /• j!.ta I`f'/33 ?jc - I/ 3 o -- o 7 /33Z50" //L1, -,O5• .1033 2, rel - IIS'o o2. iil33 - !tGo z,r`41 •-,17z f/ /31).5'0 Ilgo -06 �,e 7/c, .-t 7fl N #3325"0 II?d e 71.2- 133 20C 0 — /1.o0 - 02. Apt 713 lf1)2. -ro" 1t. / ^00 7/Y H / 13 2.rb •--`,Z, zo --as' '7 /s' 11/.x'3 e 12. - d4 r 7/7 N 133 .2.1"c3-/2.3 -�' 7/S /I /3324 /2,64-07 7 /? , H)33 2,5 - 12.70 .. o7 %44 72,(1 If 1 fee ‘ /.t, gO C'5 1 12? 0 3 'n133 2,s0 - ' J30a -ot ti1Yt),So t3/o- t33 �,s G� - /3 -67 c . 0, l 8"6 ? 3/ .5 Ai /332.SO -- 1330 If /332.5 o 13 ya- 3 II' /33 2 - a 13 r 6 cu e tiJ332.. o ~ 136 - oS" 133 2r5✓a - 070 " 04 /0/.33 / 3 re — o 133 ,S`o -~ l !o -- 02.,„ � 133Z..ro 0'06 o' /x/33 2.56 H133 7 M2 ~ ! yz.c 46 H1332..ro -, 130- H1732.JO t L(Vo ~ o2 01 /y .moo c+ *10 t ro f i f d 33 2.641 /y70 -- 033 2-So -- l s/ re „ 1332$'c' /Ypo -- o/ H 113 AP, -44 ' I s' / 6 -- 07 11/33 2 . r 0 5 4 2 , — I 3 3 1 5 7 1 / 3' , X4133 . 1(414 o - 0/ #4133 zSo / o ,. o ?f 6-t 762 X103 fegay to � f 907 /a 9 is $`r 20? 7/ d 1!/ 44 VI I1 /33 2, s / s -. yv. - <y42/2 /, 0/ 4a/$32 re -- cz - /c v2.. /1/332 I vroa i0/332.re. — /6c3a -leg H13325 - / is --0C //33p - ' / 6 3c , --0 2. /3,3Z 5"a -, /G ye 0 /332.1 - c /65?J 67 113 IS /G7s -'cJ 133).5 ~ /40 -0/ 0, 0, a see‘ Ae 13,3 - / - Cc? ) 9 13) .Y ✓ D 1706 G' / H /33 2.So /7/0 0 5 .1-i 133 3.Sa " 172,,r)— W1.. 2,5"0 - l730-- / >/33z.5 "0 ry - 0q (,1J 332. 5 -- 17 so -- Cg h/331.-Ca •- 1760^ 1 /))210 /7 fl1 33 2r - I t Igo -1 oa F✓ / 3 3 2.5 "' 1 7 ^ C D 1312 Sc' -' /roe oG f� /332 - trio- o `t 1332.3" - " o k. 1332f6 1S3G --a 47 l 932,50 j ir a I --- , / 33Z$ /Tr° © r �r / 33Lra /160 -- 413 Protect: 1 , � Y A r t ...... Type of Inspect `� Address : / i z (, 5 /`t � I � Date Called: ,_ 7 Special Instructions: A 1);(56 4 ' (/� r Date Wanted: 3 Ito .. m. Requester: Phone No,: 4. % ❑ Approved per applicable codes. f Inspector: /7 / INSPECTION RECORD Retain a copy with permit (t011" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206 4 =3670 ❑ Corrections required prior to approval. COMMENTS: Date: e lf 3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: .--~ Type of Inspection: ole •, s ass: r.teCa :s: Spada ns ons: '_ �C II ` Date Wanted: 3 �� am, m, � „� Requester: ' Phone No,: o. ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ' U As nspector: Date: ; f ?z-- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I COMMENTS: _ ' ).AFg... i.J . DLr N S A,t-E K -..e9-....A. 1} 7 p - x___ ,St-7 . 32--07 Cc) c1 P T . v . . d w tA`tic -. &EP. A nM R abf-c NW, rr. l'' A Z, —7.) N R( €P. am. p.m. Requester: Phone No.: Project: .. _ Type of Inspection: 4. ./ — Z 5-44442A-1 Special Insil6cfion3'' Date Wanted: am. p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. nspecta; INSPECTION RECORD Retain a copy with permit (206) 431 -3670 @9,. Corrections required prior to approval. Dcte:/a/ (`4/l ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: Type of Inspection Site Addres Requestor Special Instructions M o f a Fall MAW ~ �►i6I 14 tf,te Inspec i re sa Inspector ���(.4, CITY OF UKYILA Buildi `epartment 6300 S center Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD ! _ PERMIT # Co (O L / 13 • (blia; (al l Date (00(,Q 1q0 Date Wanted / - go Project . 1 1 .. (4 ": du, 1N c3:i,►IA Date rp— 2 7 —9 a.m. \. UDt 0 13 , 9 e i r IY 133 3.5v ac /d - a l / /2 /01 !H13�zSo L 1a3 ;H 133 2,5 0311/2-66 t id Li H) 3 3 2S o c yQ - - c' -z' r oS ,N /33 2.5-6 0 a s✓c, —0 1Q6 .H 1332.r& 6o6o-03 42 /07 , H 13325 - 0 6367o- o kz l cr ;1 ` 1ey (//331S ).1:t 1 1 0 ; N 1 332.s ' c --a I oc • -o $ j' C l11 , ti 13325c - '6 l pa- 6? f 1 � iii. ;1 132 -4 a/z„o - c' 1 1 3 .I J j 3 n 'r 0130 --0? 1 -f}-t1t`f ,H1 3)AS' C I`/ "-- Vit 115 'fr13325"e - '0/5 - c• - oL, 1 1/6 ;H /33ZS7y - C /6o -02, 1 L 7 ;H 13 1.5"o --roa t j22 1 6 g ; 1`i 133 -- o Igo--0 1 111 H1332.5 -vivo-414 pi 120. ; H 13'3 z.ro -1 c) Loo-►c ..12.e. 1231 H 133 e 201 ale cr-- t 163 czj2 20/ cLhx 9.66 a-A-- 2.0I r.- p.r 4c e G-p.i �. I CyG Z./J cifAZ 2.12. cti-A-C 113 3,,2.0 H /33 csA .o -- co /-r 133)_5 - c-23o --c ' H 133 233 6 x y6 — 6.4 H (3 3 2 5"cs --- G 2, 5-0 -- 6 3 0/33l.So - 014e •- Cy/ H1332Sv '- o2.7e - 07 Y F- Z. - 01,g 67 -C2.' %0 - c 5• 0310 1-/I33Zse 3Z6 7 H1331.5 1.1 13 3 23'o --. o vi e M j 3 3 1 , 5 - 6 1 o 3 re) o X H 1332.6 0360 - -nn I`f 1332.rc' cor H 1 3 3 2 . 5 - 0 - , c 3 d o H 33 'l_ S o -- v 3!0 0 H 1 3 o Eye() -J a H13325i owe o0 N 133?. 56 -' °yle --og- 010.4/1. 3 z co M y30 oZ 3 6 Y / 3 3 2 c -- c / 36 `11 / 1') 2 5"c — 02/60-07 3cS'/33/5 - 6• - % V7e L 0 7 'u "367/r/Y3 ZY c' --- 0 ?c.‘ C 3 '� r 3c g 33 zS"c 3c 7 15 - C5"/ 6 - 1. 310x'133 2ro -05 3t1 1133 25 --= c5 -05" 312. `/ 33 %.r, - 65'11c0 --63 ih' 13325'a -- c 550 cc� /332ro s'66 --c 3 315 "6 •- C5 c 6 13325 -- o 5" tc , 0 5I IN/3315"o - &I.- oa 0 - ? c3 . 13 8 S' 't �l f zs 11133z5O - 062_0.06 1-/ 139 , 133 L5 a t-� /33 ;t, 5 t� l93 -$c> l►t / ?3 Zr ' !� 133:0 h` /33.2.3Jo !i /33 2..5 - o /-� 13.3 ft /332J ' » 03 H 1133.1.5 /33 2..Sci 1-1 1332 ro 1Y 133 �.3'c' (1 / 3a? Z.s'o o 6 3 °` y • 6 oeS - d - -any c.e e7 I 0 b 7d- - o ff"" — 0706 .., 0 0 �' O .— 073 �- - 67 S " a o- o76h- -0! c3 77o-'oy 078‘c5-4;),- .••••••.w /2, a S'a2 r /5 6tt 5-0V `tee 5 3 " /c. 4e3 /2 /2_t ! C $ 5/G 4 1. 1 3.17 1+13325 -- 75'4 � ~� .1 $j - . fly' /33Z5'c - c jdc c r 1 7:11,5` - o - 0710- b O � // 325'of e c-: -cT K1331.5'0 tf133 c - c =y /3325 -O yc cso /3)2..3 ,(cc, -07 f1133zs'c- r cc - c3 I/13325 --loelc) -o3 // /33 25'6 - n C/ H /33Zi'cl - ''O5 oC' --07 / /33 2,5 / A/133 y2e'- H1332.5 - 0-. oi30 h� 031 - O`/ yo ay • r �, c ' / C 6 03 eo �� cj f 1 ey Sc 4, �f z d ip 45, e "C` 6 O !4 /33 ,c.- c 7 F2t Cf 1 3 3 2 c caret - c. c H 13325 - 0 -- 0790 - !.(13.32,.3'4 _ IC'(4 "' 11 133 Z Co -- fr/.331.5 a "JO 7.a - oa /I 13ZSc' � t car - c ' l 33 / & ro 33 _'h' o '9 1 332 5 ' 070 --oy " 767 7ag 44 7 d7 / e 7/G `t Ill i.z 713 ?id./ '7 / ,S' 7/6 !.4` 717 rc?' %.c 72,cc z 7c /i C 7' 2- �. t 746.3 13,.31 S X090 • - 05" 11/3723 1160 y 02 /' 4-z 70 .11 /392.5-c- l/. c' - a'7 4 76, /t /33 45 1/ 3 o o 7 704 p1.332.50- /Iyo.,oS /I /331re - 115'0 - oz ►H/332 0 1140 - ;00 ( 4 4 1 z,9 . - / / 7 0 - 0 g - 1 - / /3o' A 5'e -- t /to C 6 N 13321 -o - Il ?a o't (/ / 33 Z•s�+ o " /Lao-02. /13 2 ' - j2,Za -48 , H 123 9 . , ( ‘ 1 2 30-- 6 6 t / 3 3 %1 o H/33 2.3 1i /33206- /2,6o-07 ,/17332,$c - /2,.70 07 H 133),j+s- /.q$4 /3) /2, ?et -1 'M/33 Z 13ec3 -o 1:1),50 N t3 e-74q :< 72.9 (ii 1,33 ZS L?" w 1,3xo acs c 10I, go 3 afrt Sro a/a to TOG GiAt Ea7 c t"(, ' S/0 St Sly,, it iyat Ft 4' a, t torjat Sri 46 r aia - rig" C{4' rzo i cva - se - 2.1 ezAr S'z z c: 0, (3 fl 8'6 8 ' N/332 -re -- 133o - -463' If/332$:0 - 1.3'/0 - o3 1 1 13,3 2..ro -- 0.5'0 --aa /033 o ~- /36o - o 8" 133 2 s'o A 1,370 ` 04 1701)3,2,re 1 re "' it/33 2 ro - ties — P/33 2.S"o *do ou /x /3 3 Z.5 ` /We- , g' 1 ISO I g 2.0 06 HJ33 2 ro -, 1 y'3o a i /1 /332.3'o»•• lYt> - O 2 m3) I. s fn a? M3,3 z ra ' 6 --- e7 /7i /33 2,5"• - v S..' h1332..r0 z/8'a m /1 /332.5a af~ J 4 /90 -- o/ 14 41 3 zry /� 0, 111.73 2,co 7.r/d- 07 H,3 3 2M j rz, o of /Y133 10'30 -.. 6,3 14 /331.5"0 -- / 5 , -- o/ 141332-r° -- /fT o Y o s' /2-4 9o/ !t X62 Io3 9Qy t?c, f4 o7 41/ 44 ?/2. rs'8"48 /332, So / s 70. -v y afi7 it /473.2 re hi/ 232 5& - or.46 /332,..r - o al e8' //133 2 s'G /4/0 -- a c /331.r0 " /630-oz /3,3Z5 /4 yea o /3325 --' /4.57:767 /33 z3'G ld de> -0S /J3 2. ro 1332.5 /dF -0 1 / /crv2., c ate• /004,4 aiat /007 cya 6'3' n►' CV-AZ la /o czf,, • /0/3 c2 /c'1 dyi /o/ s' cya, /a! 101 7 cz / o /£' 0 O „3 /y /33 2 S -- F! /332 So /1133.2,S fr 13.3 >/3 2.5'o (1/331 ) / 3 ? , 5 )3 2,10 --7 /� :/332fa rr /932.5"0w X1 311 5 1 N13325 - 1 111331C° .r 1332J6 ""- & /33ZSo N ! 33Lr -- /do- 0 1706' /7/o - o S” 17 c3 17 3 0 -0 / 1,7'I o - 0, 17Ye - dd /766, --09 1770 0 2-1 t7g0 etc 171e- or /rocs -' aG irio- 04/ /rxo^ 0 3. I.33G -- a o lir '/a — 7 a ir , rso lieGo- 413 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 & 6113. Dear Mr. Garner: PHONE H (206) 433.1800 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. • Gary L. VanDasen, Mayor If you have any questions about the conditions of your extension . please contact me at 431 -3670. Sinc rely, r Building Off cc: Permit Files "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 (INSPECTOR COMMENT SECTION ON REVERSE) 9. 10. 11. 12. 13. 14. 15. 16. 17. OTHER AGENCIES: 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 BUILDING PERMIT NO. (01 I a DATE ISSUED: Co 19 -Ro SITE ADDRESS: J F SUITE NO.: PROJECT: 15152 65 Av S (Buildings 6, 7, 8, & 9 Canyon Estate Condominiums CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). FINAL FIRE INSPECTION - Contact Fire Department for their requirements. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical -- Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05/17/00 Co. yo`` E e g t90 - 0 V`•. 4O 4 " . tr- ek X4/ bcv ' r 1e c la t e p l y .0; be o /� s i Gl e ck _ hg. cove v�s, exis4e N( /- e.x.s 4i Kc,-- isik (A) bas C.. � C -e h'L O ✓+-ek n i' v'O M a < (44 -eN awl a ets reti GC t v-acR , sick ff Se 4-- 2o 7. „ &,'.e-& COin 1,0oS >roo C1fr 4 b e 20 yL cooks p cow / f'l l K' �Nsr 514t iv. vet,/ 0004 V`c v•eo F tie 014 ky". C e .S e cT i 0.. 4-0 b 7 ._ ft,„,„ a' Slope J ��- Jiof- b[.t['f+ y • �a 4 .4 re. & 0 kit. po iw � r �o �eC essawy h -fe o s‘ee1- c ec k to (het. I v roo K , •' ÷". co N?p 0.si 1 10,„ vtof Gk. 'n 0p.0s - � @ pt ce 41... WLct_s -e /l (y1.00,,,( 1 -0(..-44- -deo vvoo-ei 6-7- coottoosi.lio., .54iti.v/es Dh lO � p p 0,-. e t 1 S e ave. 0. l( LGI f ow e et �) cw ' � v h "..e1061 7L4 Urp L .( 14h 4r 34j , s i PROPERTY OWNER Individually Owned_ PHONE 242 -2246 ZIP '8188 ADDRESS 15152 65 h , -1 . - • I • , • , e CONTRACTOR Perf • r 1. � - i • • ' I • • 11 • . 1 PHONE 481 - 8058 ADDRESS 1925 173rd Street S.E. Bothell , WA ZIP 98012 WA. ST. CONTRACTOR'S LICENSE C PERFORC127DH EXP. DATE 3 ARCHITECT N/A PHONE ADDRESS ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N _ S — E _ yy FIRE PROTECTION• '0Sprinklers 0 Detectors ®N /A UTILITY PERMITS REQUIRED Yes ®No )Pubic Public wool ZONING: BAR/LAND USE CONDITIONSD yes w No CONDITIONS other than those noted on or attached to • mutt • tans : CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING PERMIT NO. DATE ISSUED: PROJECT NAME/TENANT C TYPE OF U New Building • Addition WORK: Q Rack Storage (7X Reroof DESCRIBE WORK TO BE DONE: USE nAOR TOTA OCCUPANCY NO. (DlIQ (otc1co PLAN 13U1LUIIV' F 11MII (POST WITH INSPE...ION CARD AND PLANS IN A CONSPICUOUS LOCATION) HtKb - 266 FEES DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE 54_90 BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - AMOUNT RCPT 4.50 38.50 9302 . 9302 DATE fi 1810 6- 18 -90, PFICHICT 1110FIMATION •1 i .` ore" - 1 1 I 1I 26 893.57 • ASSESSOR ACCOUNT S • i • • I ' l 7, F., q See atta hed ■ Tenant Improvement (commercial) Li Demolition (building) C. Grading/Fill Q Remodel (residential) 0 Other Remove old roofing from center roofs and stairwells and replace with torch -down material and composition shingles. (OE)E. cor. IAtl(:E 4 SQUARE FEET 4 WARE FEET OCC. SQUARE FEET OCC. LOAD SQUAB FEET LOAD OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, l�Q APPROVED FOR L __ ISSUANCE BY: k� N\ v A `� 6UIL[�li�Z:+ DATE: OFFICIAL 6 - IC/ - (/O 1 hereby certify that I have read and e.. 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 of riot. The granting of this permit does not presume to give auth3rity to violate or cancel the provisions of any other state or local laws regulating construction or the perfo - i .e or word I am authorized to sign for And obtaitf this building permit. PRINT NA E: (—c e ,. COMPANY: i � t v c 4 evi s .. c This permit shall become null and void if the work Is not commenced 1S deya from the date of issuance, or if the work is suspended or abandoned for a pero t of 180 ddy4 . the' feat inspection. CERTif ICATE OF 6AlET$§UE l: - ....., z .z.