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Permit 6111 - Canyon Estate Condominiums - Buildings 3-5 - Reroof
City of . Tukwila 62 Blvd Tukwila, Washington 98188 Attn: Dave Larson Sincerely Yours, Permits : # 6110, A44 6112, • & :6113 Canyon Estate Condominiums 15152 65th Ave. S. Tukwila, Washington 98188 We :have. installed a roof membrane assembly consisting of Genstar Flintlastic torch -down material and Gilsonite 150 Duraseal coating, (data 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. <OC ? 0 191 C, Y TUKcjVIi }\ • NNIN DEPT. rowwwww1Nauraxmanu11I 1111911111111wa11/1laalw/11Iaw 11/// umama1//111/a11% rw 1r1'°- -- l _ : 7"`t /' "lr "T "'" -'Ir "II ///IIIrMIIII 1/u1111111a i IIaa111aa1111II11arr11/wi /111 I '"' ► V IL -- VI I/ it TI 11I/I/11111111/II1/I /!II/ 1I11II11I11I11111111I1I1/Ih Waal I '" •. 1r" II I' 4.a 'I I► TIwIwlalawr1I111111/1/I/INIIIat IIa111a111111I////1/III NN/f' r.. al 1 1 a Ir1rI l all la /wlarlaala�Iraa�rallaa�la�ra�W1 a, IIIIIIIImasammuumwmumnotosturrailiN1111111111111111111111111111111111111111111111111111111111111111111111IMMNI110111111111111111111111111111111111111111M11111111X111 ■a///alaarlwwlalawallrw wales rllNrwEN1I/ aw1I1/ I/ IIa1a11IIIa1 /1EI/1/111/1a11/IIIIa Ial SPECIFICATION NO. STA-2-2 (contd.) PART 3 - EXECUTION 3.01 INSPECTION OF SURFACES A. Roof Deck. Roof deck shall be smooth, dry, clean and securely nailed. Cover large cracks with metal. Properly grade sur• faces to outlets. Roof accessories shall be available before Roofing Contractor begins his work. B. Outlets. Drainage outlets shall be Installed below roof deck surlace 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 bo factory primed or lightly primed with asphalt primer and allowed to dry before roofing materials are applied. B. Cants. Nail cants 2' o.c. to roof deck. The cants shall fit flush at ends and to vertical surfaces. Where scuppers occur, 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 Morch 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 lighten 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 surlace, install a collar of FLINTLASTIC STA over the base ply to extend a minimum of 4" beyond flanges. Install racial flashing with a minimum 4" wide continuous flange on top of the FLINT- LASTIC STA collar. (For nailable surfaces, flange must be nailed 3" o.c. 3 /A" 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 Sheol 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. Rooting System shall he 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 FLINTLASTICa' STA /fl'" 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. rant nwwslalasasaleaaminu a eat.Illal mmusu nursusmitussra imunsaismIImIIummaril lily maanawawaawalasaaaaalala allllaaalalallllaaaaaaalaaa WNW i- ` ""'Y . it --in it /i Ti aallaaaaalaalaaaaaaaaaal 4allalalllallall/IaIallal III ' mfr 1 ^"1 ■. IP ""'� II / .L-f �► x11!%11 a %iii%' aaaa I aaaaaaaaaaaaa iiiiiiaaaa.aaasa 1 PIII�wwwwwwwrwwrwwwwwwwwwwwwww1ll11 aaaaawaaaaaaaaaa 11/we111auaaaaaaaaauaaaaaaal ■ i II%% III%%% I%/ II%NI I% I%%% 11%%%%%%%%%%%%%%%%%/ I%%%%%%%% %%%11%1%1%%1%%I%%%%%%%%%%%%%f1� ■_ alitwlaaawlaanaaallaaaaaaaae aawawaawaaaaea aaeaalaaaaaa awaaaelaaaaaanalaalaalaaaaal SPECIFICATION NO. STA -2.2 (contd.) PART 3 - EXECUTION 3.01 INSPECTION OF SURFACES A. Roof Deck. Roof deck shall be smooth, dry, clean and securely nailed. Cover large cracks with metal. Properly grade sur- faces to outlets. Roof accessories shall be available before Roofing Contractor begins his work. B. Outlets. Drainage outlets shall be installed below roof deck surface to permit free flow of water and to prevent forming water dams at rims. 3.02 PREPARATION A. Sheet Metal Work. All metal (lashings shall he 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 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 March 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 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 lop of the FLINT- LASTIC STA collar. (For nailable 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 /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. MIOII111N11w011A1t11111W0g1wiAI NMNIG` M1 11101M1111UN11IOLCM Mink l N ohm ,i46111111wI111wt1 wawa aas ma asslum ■ / / /1A/ "r"" 11my "" N" w'"f"`° '1'I WNINNINtollliNIUNINIBININN SIN/ / /Y / / /1 //111d/11r11/11////////J /A/11111 r -••1 •x't 'd I - Y""Ari sod i, tI r- IIr001/m 11111I0 wI 1/ 11111wI1/11111111I111I1111I1111 1111111 ■r 1 .wry A. ' t'►.,..' HI If/ 1 v, d11Iw0IUI0/11w/11/IwI/II 11111111I1/11111I11111IINNII 101 /i F- '-- 4•..' r . �r1•• • • •.•as.•.t.r In.— IIVIIwIIIw1111IIaI11IIIwaIw 1r II11111111///IwI111I11/IR � L JLIIIiI1/01I111I11111/1 I I /1111111/11/111 /111/1/1/ � ///////// III /IIw 111w 1I w 111100I /11/10111III/II/ 01111111 /I111I1 1 111 1 11 11 1 11111111111 / 111111 111 /11111111111w11III/Iw0111 111111 1111101111111111 /11/11/111111111111 / 1111 / 11111 1111I/ 1111NI II//1/W11111111111111111111 Ira1 1 /11111111111111111 /111111111111 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• lion across the entire width of the roll as well as roll alignment. Rolls shall rest fully upon the rool 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 even pressure. Do not attempt to repair laps by torching the lop surface of the membrane. Hot Asphalt Application: FLINTLASTIC' GMS" and GMS /II" Modified Bitumen roll roofing are designed for installation in a solid mopping of asphalt utilizing conventional application tech• niques. Asphalt shall conform to ASTM D312, Type III for applications on slopes up to 3" in 12" and Type IV for applications on slopes exceeding 3" in 12 ". Rooting contractor shall not allow asphalt temperature at point of application to drop below 400°F, or overheat asphalt to compensate for rapid cooling. Over the completed base ply, install one ply of FLINTLASTIC GMS in a solid mopping ol Type III asphalt at the rate of 25 lbs. per 100 square feet. Asphalt shall be applied uniformly across the lull width of the roll including selvage edge of the proceeding course. During roll application, a small amount of asphalt should extend beyond all side and end laps to insure lull lap adherence. GRPC does not endorse "Ilying•in," or "niop and IIo1)" method of application for this product. Rooting contractor shall inspect all laps for lull bonding. Laps requiring repair should be corrected by lift. Ing the unbonded edge and applying heat with a small torch. 8.05 Construction Details: FLINTLASTICO GTSifl ", GMS/II ", STA/MI" arid GTA/ll" Modilied Bitu. 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 lull roll counterpart and utilizes the same application technique. Prior to (lashing roll installation, vertical concrete or masonry surfaces shall be primed with asphalt primer and allowed to dry. Wood surfaces shall receive one ply of GLASBASE" or ALL WEATHER /EMPIRE" Base Sheet nailed 12" o.c. 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 with 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 fire-resistance properties, GRPC recommends the following general guidelines: Gravel or Slag: Surfacing shall be opaque, clean, moisture not to exceed 2% and conform to ASTM D1863. Gravel or slag shall be 1/4" to %" in size installed in a flood coat of Type III asphalt. Flood coat 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 rate of 400 lbs. per 100 square feet with a minimum ol 50% embed •• - • ' • .the Ito Shat. sphalt Emulsions: Surfaces to receive emu sion coaling shall be clean, dry and free of debris, GRPC recommends emulsion Application 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 ol 3 gallons per 100 square feet. Emulsion may be applied with a soft fiber brush or spray equip. men!, brushing or spraying towards the laps. When necessary, emulsion may be diluted with no mor han 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 be applied over an asphalt emulsion coating or, in seine cases, directly to the roofing membrane our lace. Consult the specific product Manufacturer for application and product specifications. Aluminum Coatings: GRPC does not recorn• mend the use of cutback type of aluminum coal• 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 Menu• lecturer 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 lire•resislant coating, For further information on optional coatings, contact your nearest GRPC office• 11 9.00 NAILABLE SUBSTRATE FASTENER DATA 9.01 It shall be the responsibility of the designer to consider geographical wind conditions and pro• vide protection against wind uplift. Current Fac- tory Mutual data sheets 1.7, 1.28, 1.47, 1.49, 1.90 provide inlormation and requirements on the increased use of fasteners in certain geographi- cal areas. 9.02 GENSTAR ROOFING PRODUCTS COM- PANY recommends job•sile tests to determine the most elteclive lastener whun m ore than one type is suitable for a particular deck, GRPC will riot accept responsibility for damage to or failure of the roofing system caused by either fasteners or deck material or assume any responsibility lot their per- formance. 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 Nailable Substrates Culgwd Ida• Nail I' Cap Es•Plcxlucls 2 3 4 Fknli (I Nail Insulduck IIoWUKI Nuil 11 or G rla Loc•Nail Annular 7/10' 1/2 E G. Building Havoc! 11 ila niun, Iload Fasion3raCorp 7/I6"•1/2" Ikan I load lubolock Nail 1' eiarn Cap Sknplex Nail a Mlg Co Indupurxlani Nail Co W I I Mal° Co PR1i to rm9nna 1 c nrnmka SECTION I rk xninig Nail Spiral ibruad 11 1:1". I/2 Otani Iload GENSTAR e rte; Squun,huud Scpiaruliuud Cap Nail Cap Spiral Annular Thwart I" ihruad 1' Otarn Cap Coon Cup Wu; leaded Nail Co Simplex Nail d Mlq Co Neil•IAu Typo A 1•I/14" luanr. Cup Zoroisor Mark Ill ES.Prodi,cts II UU 12 Y Ikx3lnip 1)u•Al Nail Staplu fur I iurdoned ()awe( (lawn E G Darkling a1) 3licului Fasteners Corp with 101)0 only (Diverging) urryFFasl Note: Nails with less than 7/16" diameter heads shall be nailed through tin•discs. 'Fastener Guide continued on page 10. 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 /II. Do not dilute or heal directly over flame. Cut rolls into maximum 18' lengths and allow pieces to rest a minimum of one hour. Broom roofing into Wet adhesive and blind nail In place. Do not use to bond roll roofing directly to wood roof deck, to bond 15 or 30 weight organic fell, 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 DyRAI weal er resistant clay-type non•Iibered asphalt emulsion used as a protective coating for asphalt roofing and metal or as a dampprooling 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 rale of 6 gals per 100 sq /It. 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 /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 gat pail 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 /it per gallon. Maybe opened to traffic approximately 12 hours after application. New blacktop should cure for 90 days or longer before it Is sealed. SPECIFICATIONS: None WEIGHT: 55 gal drum 460 lbs 6 gal pall 42 lbs 801 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 fire resistance as soon as petroleum solvents have completely evaporated. Gilsonile 601 is heavy bodied and must be warmed to 70 °F to 120 °F during application. It can be applied with suitable spray equipment or with a squeegee and roof brush. Apply to flat roofing as a surface coat at 4 gallons per 100 sq /ft and between coated glass ply sheets at 4 gallons per 100 sq/ft. Do not use on wood decks to glue roll roofing. SPECIFICATIONS: Federal Specification SS-A-694D (modified) ASTM E 108 WEIGHT: 55 gal drum 515 lbs 5 gal pall 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 alilgatoring 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, Typo I WEIGHT: 55 gal drum 510 lbs 5 gal pall 48 lbs Bulk (per gal) 8.8 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. Gilsonile 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" WS' an SBS Modified Bitumen granule surfaced, roll roofing product constructed with a high performance non- woven polyester support , mat, 5 mm thick. Y..: )1 v'r'i Roofing Membrane nJ°7 p tI r r !w --o I,Ji'`-i Torch Applied rT• -1, rynr}r ,• ` --- Y+ Sq. -rev :s' ir '• 92 aptr- 1 - .. x4 l� (�� Mineral Granules 1-,,... �. >'�, GTS•1.2 GTS-2-2 •. Class A FLINTLASTIC" GMS" an SBS Modified Bitumen granule surfaced, non woven polyester base met, roll ranting product designed for hot asphalt application, 35 nun thick. Roofing Membrane 1lot Asphalt I Sq. 100 Mineral Granules • GMS•1.2 GMS•2.2 Class A FLINTLASTIC' STA" an APP Modified Bitumen smooth surfaced, roll rooting product constructed with a high performance non• woven polyester support mat, 4 mm thick. Roofing Membrane Torch Applied i Sq. 90 Talc STA•1.2 STA•2.2 Class A FLINTLASTIC" OTA" an APP Modilied Bitumen granule surfaced, roll rooting product constructed with a high performance non• woven polyester support mat, 4.5 mm thick. Roofing Mombrano Torch Applied 0- V Sq. 92 Mineral Granules GTA•1.2 GTA•2.2 Class A Accessory Rolls: FLINTLASTIC" OTS /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 SO Sq. Ft. 46 Mineral Granules GTS•1.2 GTS•2.2 Class A FLINTLASTIC" GMS/11" an SBS Modilied Bitumen granule surfaced. flashing roll designed for use wilt FLINTLASTIC GMS Roof Systems. Fleshings and Construction Details Hot Asphalt Up to 50 Sq. Ft. 50 Mineral Granules GMS•I.2 GMS•2.2 Class A FLINTLASTIC" STA /1I" an APP Modified Bitumen smooth surfaced, flashing roll designed for use with FLINTLASTIC STA Root Systems. Fleshings and Construction Details Torch Applied . Up to 50 Sq. Ft. 45 Talc STA•l.2 STA•2.2 Class A FLINTLASTIC "' OTA /11'• an APP Modilied Bitumen granule surfaced, flashing roll designed for use with FLINTLASTIC GTA Root Systems. Fleshings and Construction Doteils Torch Applied Up to 50 Sq. Ft. 4O Mineral Granules GTA•L2 GTA•2•2 Class A ■rlisrrrrjillunmewrAwrr tinsMa'RS wwwrrlwrwiirw imumrrrrwrrii o wrwrrrr "r " 1 - 'r - 7r — 7lltlrwrrrwwrrrrwrrrrrrwrr •1111111111111/11111111111 II % % %�A ' S -'7 T 1 I. Ir"' " 11 % L 1111111111111111. rrwwwi♦111rwlww1111rwrrr111rl -7rwwrrwrrrlrrrllrrrrrrrrwrl 1►►��wwlw�lwlwwlwwwrwwlrrr �wwrwwwwlrrlwwww�ww�ww�w��� �lwrrwwlwrwwrwwwwwwwwwwwwrrwwrwwwwwwwwwlrwwwwwwwwl� �rwwwlwwrwlrwlrrwwrwwrrwwwwwwlwrrrwwwrrlww1rw111rwII 1, ww11wrlrwwwwwrlwwrrwrlwwrwrrllwwwlwrwrllwrwwwwINwwlwwwrwwwwlwwwwwllr1rwlrrwrrlwwwwl ▪ w w t ▪ 111 iwNiwwAAwiAAw NNN Nw w 11111111111 r wNI 1 J U J N IIINI ww NIS N w i iA iw IN ww MI iw N w AAwiR iiw FLINTLASTIC • MATERIALS SUMMARY 'Consult your local GRPC office for system requtremonls. All FLINTLASTIC roll roofing products are pro. duced to the highest standards of quality, utilizing stale- ol•the•arl marwlacturing technology and facil• Ries. Genstar's recent addition of a new modified bitumen roll rooting production lino and quality control laboratory at our Little Rock, Arkansas man- ufacturing plant is designed exclusively to produce high perlormance FLINTLASTIC Modified Bitumen roll roofing products. Quality control and formulations of modified bilu• men compounds are key ingredients to providing superior modified bit products. Genstar has established art "on•sito' quality control laboratory to provide constant supervision of nil FLINTLAS• TIC production. This quality control comprises extensive testing of all raw materials, including sup- port mats, asphalts and modifier formulations of ilia various modified bitumen compounds and consistent finished product testing and analysis. Genstar Roofing Products Company stands behind its FLINTLASTIC tooling products and sys• terns with complete technical service and field sup- port, and a full tine of substantial arid reliable warranties designed to meet the building owner's specific requirements, PROPERTY OWNER Individually Owned PHONE 242 -226 ZIP 98188 ADDRESS 15152 65th A -I - • 1 , , ' • .: CONTRACTOR Perfor i. , - t • e ' i • 8118.1 PHONE 481 -8058 ADDRESS 1925 173rd Street S.E., Bothell e 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: N — S — yyyy FIRE PROTECTION' {Sprinklers O Detectors N/A ___E— UTILITY PERMITS REQUIRED i Y es ® No Pu61i w eMsEL_. ZONING: BAR/LAND USE CONDITIONSO non es CONDITIONS other than those noted on or attached to • nit/. a : CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. ( DATE ISSUED: (o-H-9c TYPE OF S New Building ■ Addition ■ Tenant Improvement (commercial) ■ Demolition (building) Grading/Fill WORK: O Rack Storage ® Reroof O 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, c'or.w1 inr1 USE 4 FLOOR TOTAL SQUARE OCC. FEET LOAD SQUARE FEET occ. LOAAD souAFE FEET OCC. SQUARE LDAD FEET OCC. LOAD SQUARE FEET OCC. TOTAL TOTAL LOAD SQUARE FEET OCC. LQAD APPROVED FOR ISSUANCE BY: 1� ,(( 4"1.f _ A I hereby certify that I have read and ex fined 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 don not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo ; or work. I am authorized to sign for and obtain this building permit. APP ISSu SIGNATURE: CERTIFICATE OF OCCUPANCY NO. BUILDIN' PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - AMOUNT 4s.nn 4.50 49.50 RCPT • 9302 9302 DATE 6 -18 -90 6 -18 -90 PLAN CHECK #90 -265 BUILUINk OFFICIAL DATE: G COMPANY: « K This permit shall become null and void if the work is not cokomencod wiEIilri 180 days from the date of issuance, or if the work is suspended or abandoned for a poeioa of 180 days from the last inspection. A ud1 PERMIT NO. CONTACTED READY DATE NOTIFIED (0 [9- DATE QQ � -1 BY: w (Init.) - -�-�7� PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING d) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER q (DLO 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 OCC. LOAD SQUARE FEET SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. O FIRE ('V BUILDING - initial review O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review BUILDING PERMIT APPLICATION TRACKING PROJECT NAME C o n w r, El - -e, Core SUITE NO. SITE ADDRESS I'i S3 (05 (o-m90 REVIEW COMPLETED INIT: INIT: INIT: INIT: (ROUTED) (. -i9 -50 INIT: NSULTANT: Date Sent IRE f^' FIRE PROTECTION: [1 Sprinklers [ I Detectors (VN/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: IBAR/LAND USE CONDITIONS? (1Yes ( 'No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- PUBLIC WORKS LETTER DATED: OF CONSTRUCTION: at UTILITY PERMITS REQUIRED? [ 1 Yes No rov UBC EDITION (year): W- CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 /11'1'1 IC/1 110N IITU`; T 1H1 L11 11-1) OUT CO111PLE TEL Y BUILDING OWNER OR AUTHORIZED AGENT ADDRESS DATE APPLICATION ACCEPTED (0-1%-clo 1925 173rd St. S.E. BUILDIN PERMIT APPLICATION FEES (for staff use only) • PLAN CHECK FEE e ■- ENERGY :::SURCHARGE. TOTAL MiniMMENI INEMEMINIMENNIEVEN INLIWWINECIVIM SITE ADDRESS SUITE # 1.5152 65th Ave. S. Buildings 3,4, & 5 PROJECT NAME/TENANT Can on Estate Condominiums VALUE OF CONSTRUCTION - $ $24671.12 ASSESSOR ACCOUNT # 522_ a riche A TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage ® Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Remove old roofing from center roofs and stairwells and replace with torch -down material and composition shingles. BUILDING USE (office, warehouse, etc.) Condominiums NATURE OF BUSINESS: residence WILL THERE BE A CHANGE IN USE? U No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: n/a Tenant Space: n/a Area of Construction: 14,700 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? © No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Individually Owned ADDRESS CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # PERFORC 12 7DH ARCHITECT ADDRESS 15152 65th Ave. S. Performance Roofin 1925 173rd St. S.E. PRINT ME John Garner Tukwila, Com•an Bothell, MI iED. THI Washington Washington PHONE 932 -0723 Roger PHONE 481 -8 -58 EXP. DATE 3 -4 -91 PHONE ZIP 98188 ZIP 98012 4:1 -8058 DATE PHO 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 Coord!nator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER I AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations: The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES rte- 1 - 90 CITY /ZIP Bothell , 98012 COMMERCIAL- NEW COMYERCUL SUILDINO$/AD in�pl led balld p!!! swot Ataunt .Nu r sets t to ow ................. RA K Biro ........... ................... 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' o 2 /312.-rd— / S 3 G -- d c 133Zr0 1 S ,y/332,6 / g" ro - o H13315'6 -- 1 ft O - 03 Project:( A , V ` i r Type of Ins ctb • I 0., Addre � i / _ (,� Av Date Call 2 '''-'q 2 Special Instructions: ) /.Gb ' vA , Date Wanted:4 '. .- am. p.m. Requester: Phone No.: 7<1 f-sO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188�06� 431- 670 ❑ Approved per applicable codes. COMMENTS: I Inspector: ece INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. Date: ¢' J 3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e Project: ! I � �� ��` Type of Inspection: --} �G / Address: Date Called: Special Instruc Ions: z" eck . 5, (I, Date Wanted: _..3.-._.3/ — ? am. p.m. Re /47sum Phone No.: l, 5•'-Q , %cQ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. COMMENTS: INSPECTION RECORD 0 Retain a copy with permit 3 W --4-4- . lAZAZ): - i►� -ems. 1J ❑ Corrections required prior to approval. c5 d d�-AL I Inspector: / ( ice Date: -5/3-% 9 2 ❑ $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: -Pro : ype o ns • : M '• .ress : :, e . :• sa Special Instructibnss. Date Wanted: am. p.m. Requester: t 12-A n1 it - Phone No.: Inspector: INSPECTION RECORD: C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 0 Approved per applicable codes. IX, Corrections required prior to approval. COMMENTS: ..0a-/ AS A I.. 2(c...) 0F -r-hi UA . Ara (444 - 11 r-t ' r." GO. 14 hog A T1 Date: 1 0 /2-i / 0 ;30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Awsic ks Wanted a • a.m. p. J. 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To / ya o g,,e c e. /332.5 /4.S 67c /ao 0/14/0/3 19-fre a /0/ s' /0/ G _Ar /017 C v /' /i 13,3 Z-s "a '~ /d0 - 09 N/3)2, •- 17643 '- 67 Hr /33 250 v --- l 7/ a •T o S" Hig_3.2.s'a 172,.f) — 03 /3•32y5vo _, 17? - 0/ 1332.5 - o J.710 - V, X1 /332. $c I 74_ - d6 f Y 13 31, s a •- / 7 6 0 - 0 y /3325'4 /77 --' /332fa 7go oa r-// 93256- 17`i'^ CF 1332 5da " /8 QG ,'/332fo - /r/o -- o `t J332.6 ' /rx0- 0k. l3325 - lg3G -- �c Itp3325 l .4 16" / 332, CO -' J W o --- a ,sr NJ 33L' 1r6 - 4'3 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 March 4, 1991 Performance Roofing Mr John Garner 1925 -173rd St. S.E. PHONE q (206) 433.1800 RE :Extension of Permit #6110, 6111, 6112 & 6113 Dear Mr. Garner: Gary L. VanDusen, Mayor 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. Sinc rely, r Building Off 1 ial 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 CITY OF TUKWILA OTHER AGENCIES: BUILDNG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 15152 65 Av S (Buildings 3, 4, & 5) SUITE NO.: BUILDING 1011 1 PERMIT NO. DATE ISSUED: 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. 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. 0511719€ /g /90 cahYok E 'f'e / ` 1 - pav - y1 1145 , ekKA /p A S f e / e C e �� v- 5 e ( cop. . 7: a v- — 4) .4 e K iS 4i W ro / ( r 4 ,,v - . le , ko tet- ce isik el.,,,v,..m. g S I / y � 4"/CL : ( D h l e c � las lase. 5 e€- 1- 4-0 cee'c k- . 4 pp (>/ . A PP 01 0 6Q i -0 iA bs�� 4-0 G �ec�2 S rc 4. ��Ow&N v�pp r H / rt/a« fitJKeH� � � io C-000v c, / f • s q-b 10 C.- V in- 0 Li t'eS( .0 Vt 101. j iik i N IV e j ( 5 044- to v o ci ,,,.� e1'- c o tom, P" i ili eiA 1/%t) a., pt t " K-4-eci- con A €. cl ‘1,..-- v• y esik 00 r - 12 e.o,&ce l ` Q u r c� ' hsd (( y 40000( cl'ioe.s 20 4. 1" e a g C� (c'S O h .S (0144. ek ©fib /Ott - 4 i Its titDv� 0 C s SC (o e i,S Y 40 6 e oe 1410 ,...c 4 fr'-e`D c %eGl K7 t fit 13.(4,t al G` / 5 s4. a v. it...l( vv 0`�- R r‹._ y-00 Oa ( Ck v -H cq. 1.r 2O Yu- Coc,1pr,S�¢co. PROPERTY OWNER Indivi Hong PHONE 242 -2246 ADDRESS 15152 65th Avenue South. Tukwila . ZIP 98188 CONTRACTOR Performance Roofing Company PHONE 481 -8058 ADDRESS 1925 173rd Street S.E. Bothell WA EXP. DATE ZIP 8012 3 WA. ST. CONTRACTOR'S LICENSE IS PERFORC127DH ARCHITECT ii /A PHONE ADDRESS ZIP /SE / / .. COOS. ; . , C .1PLIANCE war SOUAFE FEET OCC. ' LOAD SQUARE FEET OCC. LOAD FIST FEET CCC. LOAD SQUAB RS:T OCC. LOAD TOTAL SQUARE FEET TOTAL OCC LOAD rOTAL _ _ CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING (Q111 PERMIT NO. -DATE ISSUED: (0 C) PE O.IE C T INFOF MA tIOP 15152 65 Av S PROJECT NAME/TENANT ASSESSOR ACCOUNT 0 Canyon. Estate Qndominiums Bldg 3 4. ;5 See attached TYPE OF U New Building U Addition U Tenant Improvement (commercial) ❑ Demolition (building) L Grading/Fill WORK: Q Rack Stomas ® 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. SETBACKS: N krough ri UTILITY PERMITS REQUIRED Yes No TYPE OF CONSTRUCTION: UBC EDITION (year) 88 FIRE PROTECTION: • rinklers t1 Detectors El N/A ZONING: BAR/LAND USE CONDITIONSD run :ONDITIONS (other than those noted on or attached to permNplans): WNHOVED FOR SSUANCE BY: SIGNATURE: :ERTIFICATE OF )CCUPANCY NO i a'I N I) .4s- ChUILU11v,',a F M11M1I (POST WITH INSPEG..ON CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE As .nn BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - AMOUNT RCPT • 4.50 49.50 9?132 9302 DATE 6 -18 -90 6 -18 -90 PLAN CHECK #90 -265 V BUILDIM. OFFICIAL FEES DAM: 24,671.12 I hereby certify that I have read and exi•'mined this permit and know the same to be true and correct. AU 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 the pert o r y a nce or work. I am authorized to sign for and obtain this building permit. DATE: 6 'RINT NAM : 0h v COMPANY: Pe leotf This permit shall become null and void if the *work is not commenccroi wi fiiri 180 days from the date of issuance, or if the work is suspended or abandoned for a podlocl of 1 dens from the last Inspection. A ac .`