Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D07-185 - SOUTHCENTER PLACE - REROOF
SOUTHCENTER PLACE 16400 SOUTHCENTER PY EXPIRED 11-20-07 D07.185 Parcel No.: 2623049021 Address: 16400 SOUTHCENTER PY TUKW Suite No: Tenant: Name: SOUTHCENTER PLACE Address: 16400 SOUTHCENTER PY , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contact Person: Name: NEIL SHANNON Address: 7777 DETROIT AV SW , SEATTLE WA 98106 Phone: 206 - 762 -9418 Contractor: Name: MEYER BROTHERS ROOFING INC Address: 7777 DETROIT AV SW , SEATTLE WA 98106 -1903 Phone: 206 762 -9418 Contractor License No: MEYERBR142LL DESCRIPTION OF WORK: REROOF COMMERCIAL BUILDING Value of Construction: $205,955.00 Type of Fire Protection: Type of Construction: doc: IBC-10/06 City of Tukwila DEVELOPMENT PERMIT Owner: Name: SUNRAY INVESTMENTS Address: 16400 SOUTHCENTER PKWY #204 , TUKWILA WA 98188 Phone: * *continued on next page ** Permit Number: D07 -185 Issue Date: 05/24/2007 Permit Expires On: 11/20/2007 Expiration Date: 12/31/2008 Fees Collected: $3,251.07 International Building Code Edition: 2003 Occupancy per IBC: 0008 D07 -185 Printed: 05-24 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature I hereby certify that I have read and doc: IBC-10 /06 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -185 Issue Date: 05/24/2007 Permit Expires On: 11/20/2007 Date: (rsf 2q tv+ permit and know the same to be true and correct. All provisions of law and ordinances governing, this work will be complie • er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or rfprman ; of work. I am authorized to sign and obtain this development permit. Signature: �� Date: S /?y /c,7 Print Name: 5e I SIA..co v - This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 - 185 Printed: 05-24 -2007 Parcel No.: 2623049021 Address: Suite No: Tenant: 16400 SOUTHCENTER PY TUICW SOUTHCENTER PLACE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -185 ISSUED 05/21/2007 05/24/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall confirm the fire classification of the roof assembly that was installed. S: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 * *continued on next page ** D07 -185 Printed: 05-24 -2007 Signature: Print Name: AO doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: /7 7 007 -185 Printed: 05-24 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us SITE LOCATION Site Address: /6 goo SoLtAtt. PtorL.a,• Suite Number: Tenant Name: S QJe4"' Property Owners Name: el01 -c y & .»W S C-1, S Mailing Address: 7 00 S ' e - e i e wf . S „s : {-G I t rC) e-Lve r City Name: NI 2`. k ��,U.ww� ✓ - Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Mailing Address: 777 7 1)l tip %'t , ..3 E -Mail Address: 1 Company Name: M,t v, P ✓ '� l0 1k& 5 a-oaF 61 Mailing Address: 7 7 7 7 •.. fro: l t - i 3 t.0 Contact Person: IV t E -Mail Address: ho .+� e c aoa re Contractor Registration Number: ME, yea J Ll� l - t - Company Name: Te c.. , ■ S Mailing Address: 1ST So..c. t vikait t 54--- S 1-6 aLP Contact Person: Et4tktt.ei c' 1 r - Sc E -Mail Address: .t vta.L * . . Sc oi't�em wis�ca v� . tow% Company Name: Mailing Address: If Contact Person: E -Mail Address: Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 1)o - LSS Building Permit No. Mechanical Permit No. Plumbing/Gas" Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: ,�-10 301 — 0,11 City S Ga'E{f� City City Floor: New Tenant: ❑ Yes ❑..No CO State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: a1 -6Y'- 7� 2--- 7 8 State G� o> a e✓ Faro co.0.■ Fax Number: # 2496 -'?( }- 32-7 �- GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Expiration Date: 3,13 3 L /1 7 R02-DX- Zip 9Sfc4 Zip U)4 9B/ State Zip Day Telephone: . 616 - 76 2 - - 7V/S• Fax Number: 2-66 - 76 - 3;_) ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record tbcnvw Co gbxi9 State Zip Day Telephone: QOCit -ot 6 " 8 5 Fax Number: ;3 e3 - 377 - 27 go ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMA TION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ a•O & 9 _ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes ErNo If yes, a separate permit and plan submittal will be required. Existing Building Valuation: $ CR-64 et !" vL rs 4 YLC GtK E7 /ar�.s Provide All Building Areas in Square Footage Below 1' Floor 2 Floor 3 Floor Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck pxgaveretrk 04, ) - 3 - 7 qo Interior Remodel to J Addition to Existing Structure kVA- Type of Construction per IBC .., Type of < Occupancy per IBC PLANNING DMSION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 3 QO SF *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Er No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Wpplications\Ponns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: Page 2 of 6 Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ ...ValVue ❑ .. Renton ❑...Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... El MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Fuel Type: Electric El Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:\ApplicationsUbrms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Typ Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, stele head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh PLUMBING AND GAS PIPING PERMIT INFORMATION 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O AUT RIZED AGENT: Signature: Print Name: I\ k' t Mailing Address: 7 777 be4ro% Ave S LA) Date Application Expires: 11 -IS- 0 7 Date Application Accepted: Sd) -I - Q:1 Applications\Penns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 - 2006 bh City Date: S/ Day Telephone: P-06 ,— 76,2— 9y/ S 01 w 4 98/06 State Zip Staff Initials:,, K Page 6 of 6 Receipt No.: R07 - 00901 Initials: WER User ID: 1655 Payee: MEYER BROTHERS TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK -- NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 000/322.100 000/345.830 000/386.904 RECEIPT Parcel No.: 2623049021 Permit Number: D07 -185 Address: 16400 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 05/21/2007 Applicant: SOUTHCENTER PLACE Issue Date: Amount Payment Check 25923 3,251.07 Account Code Current Pmts 1,967.62 1,278.95 4.50 Total: $3,251.07 Payment Amount: $3,251.07 Payment Date: 05/21/2007 02:48 PM Balance: $0.00 8444 05/21 9716 TOTAL 3251.07 doc: Receipt -06 Printed: 05-21 -2007 EARTH CONSULTING 180 136th Place Northeast Maim (425)643-3780 5, Stile 201 Fax ( �� BeAeuue Washington 980 Tag Free 1-888-739-6670 DAILY FIELD REPORT F! �I t d�eR• - , C�,Q J b No. ' �z � r�3 _ Page __ _ . .f � r _ Repoct No. Time on sus Tr<ne of site plate � eek Travel Time miles Weather © /� Permit No. Hrs. Charged Vises A/1/4 ,t : 3 Or. 20 e Ge �` ,�_,__ -__ .�, #-a cw.Q� G eneral Contno's Superintendent 4 Grading Contractor Grading Foreman aF Are approved Plans/Permits on site? ❑ Yes ❑ No No. I If No, contact the building depa ifrihUighitiain below Permit E e Z, r„,1 et , ✓tA�.AA.A �, `, �►- -t art ao6 / G. el c�.nf . .sD;t c 0 WA- c2 , j c 7 6 r F (2 � 0 ,/APAA, U d/ c. 6P4 tre - .S (l rA / 1/ G 7 4 wO C& G -'l, Vin•• 0 ,c.e C/V.1Jv .. o(''A.W I/: 0/171C11 t �,�(,c0 e/ 0. ,,, t try. ii C v v► ,� Qiv, c ,J c o C cpd ! &1' r at la IA-) G o ,•, -(j-Pd u, tti C. iL I 06G G4 db t' i.4.- ✓Z)e.A./r/'JJ Ale 0. rivl, , TA, .0.0_, ( c,04) ..a,: Ze -/cc't s / , 6l .22.44 i/V1a,vtJc AJOT .XLc,.tdGKO /�ti 0.- O wcr.o ,*4‘21-'1-1u-P ZZ Ce c. �1,�.. /-� s rie-� f t . z/,l dQ cam^ . ,.: a a" ce .4 , ct,J 4 .-Yt . ,� �c% • /� C. Ii ,d (/-, 4:1- a Q - /(p —1 re ci-e/it ti ex, ac-e-;-„, 6-.0,-,,, . t ib67 M /'. .,,-,9 (,)/0., an.PGt// of/2 d - A Gt, -Z. 1,-O Q �JO, ` �;�- G iaJor•fc l u a-z � - IP' - ' 4 u��;�-P� a tL C'c�t�C�s� .� �r,/.r.v,,S� C' ,fit- v " %,.. sv Gt -, , ,. r,,,,v .4 _0 .vin , n r? ,. ,LAX .ait2 '(AA.ZL�-? ,A...� , , z'o C �r� ,%U-, -c_. A, � ,� �(. ��r�r,„;. „,,,- ca -1.or- D a/ ; , P,p.pr� v 1 '1 ^.w t (. C T,Gt,;.CO -- U o , jr-- /2,6,1,34 0.„0 Can 0•6 4 ci „,,,, - _xt1_,c4 0 ep6- ZS"C =6s -s NOT REVIEWED FOR REFERENCE ONLY MEYER ROOFING & SHEET METAL BROTHERS SCOPE OF WORK: SOUTHCENTER PLACE 16400 Southcenter Parkway April 13, 2007 Tukwila, WA 98188 Prep: - Infrared moisture scan to be provided by Techniscan. Attachments: - 2001 Provided Perimeter Equalizer Valve Layout - MSDS Sheets Being Prepared By Salleeco and Will Be Forwarded - EPS Taper Plan Being Prepared, Two Copies Will Be Forwarded Permit Frine copy No. Demolition/Wood Blocking: F` - At identified wet areas, cut 2" wide strips in through roof surface. - Remove existing roofing at 12 -inch wide stripsl at perimeter walls. c. Roofing: ▪ Seal perimeter deck -to -wall transitions with 4" x 4" L- metal, pinned to the concrete deck. : Both legs set in water cut -off mastic. Replace 12" perimeter cut -out. Install loose- laid' /4 ":12" tapered EPS. Minimal adhesive may be used to stabilize panels. • Install Georgia Pacific 1 /2" DensDeck over roof. Install 2001 Company Sarnafil PVC, loose laid with heat - welded laps. Membrane to be fully adhered at a 4 -foot perimeter in from the parapet wall. _ Install 2001 Company Equalizer Valves per recommended layout. Install 2001 accessory products including Non - Reinforced PVC Flashing, PVC Bonding Adhesive, PVC Pipe Boots, Universal Corners, Air Seal Rope, Term Bar Tape, Termination Bar, Fasteners, and Slow Rise Spray Foam (perimeter joints). Core and Install 4 new overflow drains. Install new 24 -gauge prefinished galvanized coping. Install new surface - mounted counterflashing at penthouse walls. b v�� (95" RECEIVEr MAY 21 ZOO WWW.MEYERBROTHERSROOFING.COM PERMIT CEN I t MEYER BROS. ROOFING • 7777 DETROIT AVE. S.W. SEATTLE, WA 98106 (206) 762 -9418 • STATE CONTRACTORS REG. NO. MEYERBR142LL RESTRICTIONS - This specification is not applicable for 1) roof slopes in excess of one (1) inch per foot, 2) steel deck under 22 gauge, 3) wood deck under 15/32 inch thick for plywood or 3/4 inch thick for plank, 4) new construction or reroof where the existing built -up roof cannot be left in place, 5) heights in excess of thirty (30) feet above the surrounding terrain, 6) exposed overhangs or 7) canopy roofs. PART 1- GENERAL 1.01 Work Included 1.01.1 Furnish and install a complete 2001 Company CPA, TPA, HYPALON SYSTEM 2001 roofing system with all materials, labor and equipment necessary for and incidental to all roofing and related works as shown on the drawings and specified herein, and as approved in writing by 2001 Company. All work shall be done by a licensed contractor in a good workmanlike manner. 1.02 Related Work 1.02.1 Assembly roof drains as shown on the drawings and furnished under section 1.02.2 Install roof insulation and flashing at the roof drains as shown on the drawings and furnished under section 1.02.3 Furnish the trades concerned with the necessary items of 2001 Company CPA, WA, HYPALON Laminated Metal to be installed by them. 1.02.4 The following items shall be furnished and installed under the indicated section: Reglets as shown on the drawings (Section ). Sealant related to work other than roofing and sheet metal (Section Through -wall fleshings (Section ARCHITECTURAL GUIDE SPECIFICATION REROOFING OVER EXISTING BUR 2001 COMPANY SYSTEM 200r THERMOPLASTIC MEMBRANES CPA, TPA, HYPALON FOR STEEL & WOOD DECKS Curbs (Section ). Scuppers (Section ). Equipment pads (Section ). Gutters and downspouts (Section Expansion joints (Section 1.03 System Description 1.03.1 Roofing system shall consist of polyester reinforced white copolymer alloy (CPA, WA, HYPALON) membrane loose laid over approved insulation or separation layer mechanically fastened through the existing built -up roof to the (wood, steel) deck. Membrane shall be mechanically fastened to the deck at air sealed perimeter and at all air sealed penetrations. Two inch membrane lap joints shall be solvent or heat welded. Air valves shall be installed at roof corners and at intervals around the roof perimeter as shown on approved drawings. 1.03.2 The roofing system shall provide a U value of 1.03.3 The roofing system shall meet the requirements for a (Class A, Class B, Class C) roof 1.04 Quality Assurance 1.04.1 All materials used shall be manufactured, supplied or approved by 2001 Company. 1.04.2 Roofing applicator shall be licensed by 2001 Company to install the specified roofing system. 1.04.3 All materials shall be installed in accordance with 2001 Company's current written specifications and details. Deviations shall not be made without prior written approval from 2001 Company. 1.04.4 A representative of 2001 Company shall inspect the completed roof to verify that the installation is in accordance with RECEIVE! MAY 212001 PERMIT CENT 2001 Company's current specifications and details 1.05 References 1.05.1 ASTM Standards C 36 Specification for Gypsum Wallboard C 208 Specification for Insulation Board (Cellulosic Fiber), Structural and Decorative C 578 Specification for Preformed, Cellular Polystyrene Thermal Insulation C 726 Specification for Mineral Fiber and Mineral Fiber, Rigid Cellular, Polyurethane Composite Roof Insulation Board C 728 Specification for Perlite Thermal Insulation C 984 Specification for Perlite Board, Rigid Cellular Polyurethane Composite Roof Insulation C 1013 Specification for Membrane - Faced Rigid Cellular Polyurethane Roof Insulation D 4434 Standard Specification for Poly (Vinyl Chloride) Sheet Roofing 1.05.2 American Plywood Association APA PRP -108 Performance Standards and Policies for Structural Use Panels 1.06 Submittals 1.06.1 Shop drawings, approved by 2001 Company, shall detail and locate all air sealed penetrations on a roof plan showing air sealed perimeter details, (wood, steel) deck and existing built-up roof, insulation and/or separation layer fastening pattern at the roof perimeter and in the roof field, equalizer valve locations and a bill of materials. 1.06.2 Evidence that the roofing applicator is licensed by 2001 Company to install the specified roofing system. 1.06.3 Intent to Warranty form shall be completed by contractor (and distributor), signed by owner or his representative and submitted to 2001 Company prior to installation. 1.07 Delivery, Storage and Handling 1.07.1 All materials shall be delivered in manufacturer's original, unopened containers and rolls with labels intact and legible. 1.07.2 2001 Company CPA, TPA, HYPALON membrane sh211 be stored flat on pallets or dunnage at least 4 inches above the ground, roof or deck, and shall be protected as necessary to remain dry. Membrane rolls shall be stacked no more that two pallets high. 1.07.3 Roof insulation and separation layers shall be stored flat on pallets or dunnage at least 4 inches above the ground, roof or deck, and shall be protected as necessary to remain dry. 1.07.4 2001 Company CPA Laminated Metal shall be stored flat on pallets and shall be protected as necessary to remain m3'• 1.07.5 2001 Company CPA, WA, HYPALON Welding Agent, Seam Caulk, and adhesives contain flammable solvents and shall be stored in a well- ventilated area protected from water, direct sunlight, temperatures below 40°F or in excess of 100°F, and sources of ignition. 1.07.6 All materials shall be handled so as to prevent damage to roofing system components. 1.07.7 Materials damaged in handling or storage shall be removed from the job site. 1.08 Project/Site Conditions 1.08.1 Installed areas of the roofing system shall be protected as necessary from damage both during and after installation. 1.08.2 Precautions shall be taken so as not to damage adjacent work or structures. 1.08.3 The roofing system shall not be installed when precipitation is probable or during periods of precipitation. 1.08.4 The roofing system shall not be installed when the air temperature is below 40°F unless 2001 Company's recommended precautions for cold weather application are followed. 1.09 Sequencing/Scheduling PART 2 - PRODUCTS 1.09.1 Work of other trades which penetrates the roof deck or requires men and equipment to traverse the roof deck should be completed prior to the installation of the roofing system. 1.10 Warranty 1.10.1 Upon completion of the roof; final inspection by a representative of 2001 Company and payment of all outstanding invoices, furnish 2001 Company's standard written (5, 10, 15) year watertight warranty 2.01 Acceptable Manufacturers 2..01.1 All material used in the 2001 Company CPA, TPA, HYPALON/L R-50 SYSTEM 2001 roofing system shall be manufactured, supplied or approved by 2001 Company. 2.02 Materials 2.02.1 The roofing membrane shall be white .050 inch by 72 inch by 75 feet 2001 Company CPA, TPA, HYPALON membrane, polyester reinforced copolymer alloy. The membrane shall meet the requirements for ASTM D4434 Type III membrane. 2.02.2 Coated metal shall be 96 inch by 48 inch 2001 Company CPA Laminated Metal, white unreinforced CPA laminated to minimum 24 gauge galvanized steel. 2.02.3 Unreinforced flashing material shall be 2001 Company CPA, WA, HYPALON Flashing, 0.050 inch =reinforced CPA, WA, HYPALON. 2.02.4 Prefabricated inside and outside corners shall be 2001 Company CPA, TPA, HYPALON inside and outside corners, 0.040 inch =reinforced CPA, TPA, HYPALON. 2.02.5 Solvent welding solution shall be 2001 Company CPA, WA, HYPALON Welding Agent. 2.02.6 Heat welder shall be Leister Triac 1A and/or Leister Variant or h 2.02.7 Seam sealant cha11 be 2001 Company CPA, TPA, HYPALON Seaming Caulk. 2.02.8 Adhesive for bonding CPA, TPA, HYPALON membrane to substrates such as masonry and metal or plastic pipes shall be 2001 Company Bonding Adhesive. 2.02.9 Caulking shall be one or two part polysulfide or one or two part polyurethane of the highest grade available. 2.02.10 Attachment plates shall be 1 -1/2 inch by 2 -3/4 inch 20 gauge 2001 Company Lap Plates. Insulation plates shall be Factory Mutual Approved. 2.02.11 Fasteners shall be corrosion resistant screws or anchors of a type and length appropriate for fastening through insulation or separation layer and existing to the structural roof deck. 2.02.12 Separation sheet shall be of the type and thickness appropriate for the substrate over which the CPA, WA, HYPALON roofing membrane is to be installed. Separation layer integral with insulation is preferred. 2.02.13 Roof insulation shall be inches of [gypsum wall board (minimum 1t2 inch) meeting ASTM C36, oriented strand board (minimum 7/16 inch) meeting APA PRP -108, plywood (minimum 15/32 inch) meeting APA PRP 108, wood fiberboard (minimum 1/2 inch) meeting ASTM C-208 Roof Insulation Board, isocyanurate roof insulation meeting ASTM C1013, polystyrene roof insulation meeting ASTM C578 Type 2, 3, 4, or 5, perlite roof insulation meeting ASTM C728, fiberglass roof insulation meeting ASTM C726, perlitelurethane composite roof REC , wE HAY 2 lot PERMIT insulation, meeting ASTM C984, cellular insulating concrete, vermiculite insulating concrete, perlite insulating concrete, gypsum roof fill] as manufactured by or approved equal. 2.02.14 Air valves shall be spun aluminum 2001 Company Equalizer Valves. 2.02.15 Termination bar shall be extruded aluminum 2001 Company Term Bar. 2.02.17 Wood nailers shall be #2 or better lumber, pressure treated for termite and rot resistance with a salt based preservative; creosote or asphaltic type preservatives shall not be used. 2.02.18 Other materials shall be as hereafter specified or of the best grade for the proposed use as approved. PART 3 - EXECUTION 3.01 Inspection 3.01.1 The applicator shall examine the substrate, roof deck and related surfaces and verify that there are no conditions such as inadequate anchorage, foreign materials, moisture, ridges or other unevenness which would prevent the satisfactory installation of the roofing system. 3.01.2 Any conditions requiring correction or completion shall be corrected or completed prior to the installation of the roofing system. Notify (architect, engineer, owner) in writing " of unacceptable conditions. 3.02 Preparation 3.02.1 Surfaces on which the roofing system is to be applied shall be clean, smooth, free of fins, sharp edges, loose and foreign materials, oil, grease, and coal tar pitch. 3.02.2 Where a portion of the existing roof system or deck must be replaced, the replacement work shall include sealing to the existing membrane prior to the installation of insulation or separation layer and the roofing system. 3.02.3 Where installation is over an existing gravel surfaced roof, the gravel surface shall be swept or vacuumed clean of all loose gravel, dirt and debris. Blisters and other membrane defects shall be cut and repaired -, so as to be airtight 3.02.4 Where installation is over an existing smooth surfaced roof, the surface shall be swept or vacuumed clean of all dirt and debris. Blisters, splits and other membrane defects shall be cut and repaired so as to be air tight. 3.02.5 Standing water, snow or ice shall be removed from the substrate prior to installation of the roofing system. 3.02.6 Wood nailers at least 3 -1/2 inches wide and matching the thickness of the insulation shall be installed at the perimeter of the roof and around penetrations as shown on the drawings. Wood Bailers shall be fastened to the deck not more than 30 inches on center to resist a minimum force of 175 pounds per linear foot in any direction. A minimum of 2 anchors shall be used to fasten each length of nailer to the deck. Air seals chnll be installed between wood nailers and the deck as shown on 2001 Company approved drawings. 3.03 Installation 3.03.1 Air Seals - The existing roof shall be sealed airtight to all penetrations and at the roof perimeter as detailed on 2001 Company approved drawings. 3.03.2 Insulation - Thermal insulation boards shall be laid on the existing roof in parallel rows with end joints staggered. Where more than one layer is to be applied, joints in each layer shall be staggered. All joints sh211 be tight and at the roof perimeter and roof penetrations, insulation shall be cut neatly and fitted to reduce openings to a minimum. Insulation shall be tapered or feathered at drains and scuppers to provide proper drainage. Tapered insulation shall be placed in accordance with the drawings. Insulation shall be mechanically fastened through the existing roof to the (wood, steel) deck with one fastener and insulation plate every (see FASTENING REQUIREMENTS) square feet in the 8 foot perimeter and one fastener and insulation plate every (see FASTENING REOUIREMENTS) square feet over the remainder of the roof as indicated on 2001 Company approved drawings or as required by the insulation manufacturer if more stringent. No more insulation shall be installed than can be covered by the completed roof system by the end of the day or the onset of inclement weather. 3.03.3 Separation layer - Separation layer shall be laid on the (existing root insulation) in parallel rows with all aide and end laps overlapped a minimum of 4 inches. Installation of the separation layer over the insulation shall be immediately followed by fastening of insulation (see 3.03.2) to prevent displacement Installation of separation layer over existing smooth surfaced roof shall be immediately followed by mechanical fastening through the existing roof to the (wood, steel) deck with one fastener and insulation plate every ( FASTENING REQUIREMENTS) square feet in the 8 foot perimeter and one , fastener and insulation plate every (see FASTENING REQUIREMENTS) square feet over the remainder of the roof as indicated on 2001 Company approved drawings to prevent displacement. 3.03.4 Flashing - Flashing at the roof perimeter and at all penetrations including drains, pipes, conduits, curbs, walls, expansion joints, and vents shall be installed as shown on 2001 Company approved drawings. Flashing shall be fabricated from the roofing membrane, coated metal and/or =reinforced flashing material as indicated on the drawings. Prefabricated inside and outside corners shall be used where possible. Coated metal base flashing and gravel stop shall be fastened to wood nailers with minimum 3/8 inch head galvanized annular ring nails or equal 5 inches maximum on center and staggered 1 inch. All joints in coated metal shall be butted, leaving 1/4 to 1/2 inch space between pieces and shall be seamed using minimum 6 inch wide reinforced flashing material over 2 inch wide tape as shown in the drawings. All flashing shall be sealed to both the penetration and the existing roof as shown on 2001 Company approved drawings. Flashing shall be installed as roof membrane installation progresses. 3.03.5 Roofing Membrane - 72 inch wide roofing membrane shall be unrolled and positioned without stretching as close to and parallel with roof edges as possible. Adjoining 72 inch wide roofing membrane shall be unrolled perpendicular to the continuous joint of the thermal insulation and be positioned without stretching, lapping previous edges a minimum of 2 inches. End joints shall be staggered. The membrane shall then be allowed to relax for at least U2 hour before sealing. The clean and dry laps shall be welded continuously 2 inches wide using solvent welding solution or 1 -1/2 RECEIVE MAY 21 MI PERMIT OEN WIND RIDER PERIMETER (8 ft.) REMAINDER OF ROOF iooianoc inches wide using heat. Excess heat or solvent welding solution shall be kept away from the insulation or separation layer. The roofing membrane shall be solvent welded 2 inches wide or heat welded 1 -1/2 inches wide to all perimeter and base !lashings on the plane of the roof as shown on the approved drawings. All seams shall be tested with a probe for integrity. All cross seams, T-joints, seams with exposed fabric, and seams at penetrations or other details shall be sealed with seam sealer on the day they are made. 3.03.6 Air Valves - Air valves shall be installed at the rate of two per corner and one every fifty feet or less around the perimeter between corners. Location of air valves shall be as indicated on drawings provided by 2001 Company prior to roof installation. In no case shall less than one air valve for every 1250 square feet be installed without prior 2001 Company approval. Air valves shall be installed as roofing proceeds to avoid wind displacement during installation. 3.03.7 Temporary Seals - The roofing membrane shall be sealed Maximum number of square feet per fastener NONE 4 [8] 8 [4] FASTENING REQUIREMENTS 60 mph 4 [8] 8 [4] [Minimum number of fasteners per 4 ft. by 8 ft. board] 70 mph 3.2 [10] 6.4 [5] 3.04 Cleaning 3.05 Protection 2001 Company reserves the right to modify this specification at any time. to the existing roof at the end of each day or at the onset of inclement weather to prevent water from flowing into the completed roofing system. Temporary seals shall be removed upon resumption of work 3.04.1 Upon completion of the roofing system, equipment and excess material shall be removed from the site. 3.05.1 Roof walkways shall be installed as shown on the drawings and where frequent roof traffic can be expected. 3.05.2 Where equipment pads, wood sleepers or walkway slabs are to be installed over the roofing membrane, an additional layer of the roofing membrane shall be installed between the roofing membrane and the pad, sleeper or slab. Due caution shall be exercised to prevent roofing membrane damage during placement. 80 mph 90 mph 2.7 [12] 2.3 [14] 5.3 [6] 4.6 [7] 100 mph 2 [16] 4 [8] PART 1- GENERAL 1.01. Work Included 1.01.1 Furnish and install a complete 2001 TPA - HYPALON -CPA SYSTEM 2001 roofing system with all materials, labor and equipment necessary for and incidental to all roofing and related works as shown on the drawings and specified herein, and as approved in writing by 2001 Company. All work shall be done by a licensed contractor in a good workmanldce manner. 1.02 Related Work 1.02.1 Assemble roof drains as shown on the drawings and furnished under section 1.02.2 Install roof insulation and flashing at the roof drains as shown on the drawings and furnished under section 1.02.3 Furnish the trades concerned with the necessary items of 2001 Polymeric T aminated Metal to be installed by them. 1.02.3 The following items shall be furnished and installed under the indicated section: Reglets as shown on the drawings (Section ). Sealant related to work other than roofing and sheet metal (Section ). Through -wall flashings (Section Curbs (Section ). Scuppers (Section ). Equipment pads (Section ). Gutters and downspouts (Section ). Expansion joints (Section Lightweight insulating fill (Section ). ARCHITECTURAL GUIDE SPECIFICATION NEW CONSTRUCTION AND REROOFING THERMOPLASTIC MEMBRANES 2001 COMPANY TPA - HYPALON - CPA* SYSTEM 20017 FOR MONOLITHIC DECKS 1.03 System Description 1.03.1 Roofing system shall consist of polyester reinforced white copolymer alloy (CPA) membrane loose laid over approved insulation or separation layer mechanically fastened or fully adhered with hot asphalt to a monolithic deck Membrane shall be mechanically fastened at air sealed perimeter and at all air sealed penetrations. Two inch membrane lap joints shall be solvent or heat welded. Air valves shall be installed at roof corner and at intervals around the roof perimeter as shown on approved drawings. 1.03.2 The roofing system shall have been tested at a nationally recognized testing laboratory to withstand the minimum wind loads set forth in (ANSL 1 -1982, The Standard Building Code, The Uniform Building Code, The BOCA National Building Code). 1.03.3 The roofing system shall have provide a U value of 1.03.4 The roofing system shall meet the requirements for a (Class A, Class B, Class C) roof. *Tripolymeric Alloy = TPA; Copolymer Alloy = CPA; Hypalon = Thermoset Rubber, Product of Dupont 1.04 Quality Assurance 1.04.1 All materials used shall be manufactured, supplied or approved by 2001 Company. 1.04.2 Roofing applicator shall be licensed by 2001 Company to install the specified roofing system. 1.04.3 All materials shall be installed in accordance with 2001 Company's current written specifications and details. 1.04.4 A representative of 2001 Company shall inspect the completed roof to verify that the installation is in accordance with RECF MAY 2 FERMI! 4.,L- 2001 Company's current specifications and details. 1.05 References 1.05.1 American National Standards Institute ANSI A58.1 -1982 Minimum Design Loads for Buildings and Other Structures. 1.05.2 ASTM Standards C 36 Specification for Gypsum Wallboard C208 Specification for Insulation Board (Cellulosic Fiber), Structural and Decorative. C578 Specification for Preformed, Cellular Polystyrene Thermal Insulation C726 . Specification for Mineral Fiber and Mineral Fiber, Rigid Cellular, Polyurethane Composite Roof Insulation Board C728 Specification for Perlite Thermal Insulation C984 Specification for Perlite Board, Rigid Cellular Polyurethane Composite Roof Insulation C1013 Specification for Membrane - Faced Rigid Cellular Polyurethane Roof Insulation. D4434 Standard Specification for Poly (Vinyl Chloride) Sheet Roofing 1.05.3 American Plywood Association APA PRP -108 Performance Standards and Policies for Structural Use Panels 1.06 Submittals 1.06.1 Shop drawings, approved by 2001 Company, chart detail and locate all air sealed penetrations on a roof plan showing air sealed perimeter details, equalizer valve locations and a bill of materials. 1.06.2 Evidence that the roofing applicator is licensed by 2001 Company to install the specified roofing system. 1.06.3 Intent to Warranty form shall be completed by contractor (and distributor), signed by owner or his representative and submitted to 2001 Company prior to installation. 1.07 Delivery, Storage and Handling 1.07.1 All materials shall be delivered in manufacturer's original, unopened containers and rolls with labels intact and legible. 1.07.2 2001 Company TPA- HYPALON- CPA membrane shall be stored flat on pallets or dunnage at least 4 inches above the ground, roof or deck, and shall be protected as necessary to remain dry. Membrane rolls shall be stacked no more than two pallets high. 1.07.3 Roof insulation and separation layers shall be stored flat on pallets or dunnage at least 4 inches above the ground, roof or deck, and shall be protected as necessary to remain dry. 1.07.4 2001 Company Laminated Metal shall be stored flat on pallets and shall be protected as necessary to remain dry 1.07.5 2001 Company Welding Agent, Seam Caulk, and adhesives contain flammable solvents and shall be stored in a well ventilated area protected from water, direct sunlight, temperatures below 40°F or in excess of 100°F, and sources of ignition. 1.07.6 All materials shall be handled so as to prevent damage to roofing system components. 1.07.7 Materials damaged in handling or storage shall be removed from the job site. 1.08 Project/Site Conditions 1.08.1 Installed areas of the roofing system shall be protected as necessary from damage both during and after installation. 1.08.2 Precautions shall be taken so as not to damage adjacent work or structures. 1.08.2 The roofing system shall not be installed when precipitation is probable or during periods of precipitation. 1.08.4 The roofing system shall not be installed when the air temperature is below 40°F unless 2001 Company's recommended precautions for cold weather application are followed. 1.09 Sequencing/Scheduling 1.09.1 Work of other trades which penetrates the roof deck or requires men and equipment to traverse the roof deck should be completed prior to the installation of the roofing system. 1.10 Warranty 1.10.1 Upon completion of the roof, final inspection by a representative of 2001 Company and payment of all outstanding invoices, furnish 2001 Company's standard written (5, 10, 15) year watertight warranty. PART 2 - PRODUCTS 2.01 Acceptable Manufacturers 2.01.1 All material used in the 2001 Company, SYSTEM 2001 roofing system shall be manufactured, supplied or approved by 2001 Company. 2.02 Materials 2.02.1 The roofing membrane shall be white 2001 Company membrane, polyester reinforced. The membrane shall met the requirements for ASTM 1)4434 Type HI membrane. 2.02.2 Coated metal shall be 96 inch by 48 inch 2001 Company Laminated Metal, white =reinforced laminated to minimum 24 gauge galvanized steel. 2.02.3 Unreinforced flashing shall be supplied by 2001 Company. 2.02.4 Prefabricated inside and outside corners shall be supplied by 2001 Company. 2.02.5 Solvent welding solution shall be supplied by 2001 Company. 2.02.6 Heat welder shall be Leister Triac lA and/or Leister Variant or equal. 2.02.7 Seam sealant shall be supplied by 2001 Company. 2.02.8 Adhesive for bonding membrane to substrates such as masonry and metal or plastic pipes shall be supplied by 2001 Company. 2.02.9 Caulking shall be one or two part polysulfide or one or two part polyurethane of the highest grade available. 2.02.10 Attachment plates shall be 1 -1/2 inch by 2-3/4 inch 20 gauge 2001 Company Lap Plates. Insulation plates shall be Factory Mutual Approved. 2.02.11 Fasteners shall be corrosion resistant screws or anchors of a type and length appropriate for fastening through insulation or separation layer and existing roofing (if any) to the structural roof deck. 2.02.12 Separation sheet shall be of the type and thickness appropriate for the substrate over which the roofing membrane is to be installed. Separation layer integral with insulation is preferred. 2.02.13 Roof insulation shall be inches of [gypsum wall board (minimum 1/2 inch) meeting ASTM C36, oriented strand board (minimum 7/16 inch) meeting APA PRP -108, plywood (minimum 15/32 inch) meeting APA PRP -108, wood fiberboard (minimum 1/2 inch) meeting ASTM C-208 Roof Insulation Board, isocyanurate roof insulation meeting ASTM C1013, polystyrene roof insulation meeting ASTM C578 Type 2, 3, 4, or 5, perlite roof insulation meeting ASTM C728, fiberglass roof insulation meeting ASTM C726, perlite/uretbane composite roof insulation, meeting ASTM C984, cellular insulating concrete, vermiculite insulating concrete, perlite insulating concrete, gypsum roof fill] as manufactured by or approved 2.02.14 Air valves shall be spun aluminum 2001 Company Equalizer Valves. 2.02.15 Termination bar shall be extruded aluminum 2001 Company Term Bar. 2.02.17 Wood Hailers shall be #2 or better lumber, pressure treated for termite and rot resistance with a salt based preservative; creosote or asphaltic type preservatives shall not be used. 2.02.18 Other materials shall be as hereafter specified or of the best grade for the proposed use as approved. PART 3 - EXECUTION 3.01 Inspection 3.01.1 The applicator shall examine the substrate, roof deck and related surfaces and verify that there are no conditions such as inadequate anchorage, foreign materials, moisture, ridges or other unevenness which would prevent the satisfactory installation of the roofing system. 3.01.2 Any conditions requiring correction or completion shall be corrected or completed prior to the installation of the roofing system. Notify (architect, engineer, owner) in writing of unacceptable conditions. 3.02 Preparation 3.02.1 Surfaces on which the roofing system is to be applied shall be clean, RECE * MAY 21au; PERMIT CEN I e smooth, free of fins, sharp edges, loose and foreign materials, oil, grease, and coal tar pitch. 3.02.2 Where a portion of the existing roof system or deck must be replaced, the replacement work shall include sealing to the existing membrane prior to the installation of insulation or separation layer and the roofing system. 3.02.3 Where installation is over an existing gravel surfaced roof, the gravel surface shall be swept or vacuumed clean of all loose gravel, dirt and debris. Blisters and other membrane defects shall be cut and repaired. 3.02.4 Standing water, snow or ice shall be removed from the substrate prior to installation of the roofing system. 3.02.5 Wood nailers at least 3 -1/2 inches wide and matching the thickness of the insulation shall be installed at the perimeter of the roof and around penetrations as shown on the drawings. Wood nailers shall be fastened to the deck not more than 30 inches on center to resist a minimum force of 175 pounds per linear foot in any direction. A minimum of 2 anchors shall be used to fasten each length of nailer to the deck. Air seals shall be installed between wood nailers and the deck as shown on 2001 Company approved drawings. 3.03 Installation 3.03.1 Air Seals - The monolithic deck shall be sealed airtight to all penetrations and at the roof perimeter as detailed on 2001 Company approved drawings. 3.03.2 Insulation - Thermal insulation boards shall be laid on the substrate in parallel rows with end joints staggered. Where more than one layers is to be applied, joints in each layer shall be staggered. All joints shall b tight and at the roof perimeter and roof penetrations, insulation shall be cut neatly and fitted to reduce openings to a minimum. Insulation shall be tapered or feathered at drains and scuppers to provide proper drainage. Tapered insulation shall be placed in accordance with the drawings. Insulation shall be (mechanically fastened with one fastener and insulation plate every 8 square feet, fully adhered with hot asphalt) to the monolithic deck as indicated on 2001 Company approved drawings or as required by the insulation manufacturer if more stringent. No more insulation shall be installed than can be covered by the completed roof system by the end of the day or the onset of inclement weather. 3.03.3 Separation layer - Separation layer shall be laid on the substrate in parallel rows with all side and end laps overlapped a minimum of 4 inches. Installation of the separation layer shall be followed immediately by installation of the roofing membrane to prevent displacement. If separation layer is independent of insulation, the separation layer shall be mechanically fastened to the substrate with one fastener and insulation plate every 3 feet at side and end laps. 3.03.4 Flashing - Flashing at the roof perimeter and at all penetrations, including drains, pipes, conduits, curbs, walls, expansion joints, and vents shall be installed as shown on 2001 Company approved drawings. Flashing shall be fabricated from the roofing membrane, coated metal and/or =reinforced flashing material as indicated on the drawings. Prefabricated inside and outside corners shall be used where possible. Coated metal base flashing and gravel stop shall be fastened to wood nailers with minimum 3/8 inch head galvanized annular ring nails or equal 6 inches maximum on center and staggered 1 inch. All joints in coated metal shall be butted, leaving 1/4 to 1/2 inch space between pieces and shall be seamed using minimum 6 inch wide reinforced flashing material over 2 inch wide tape as shown in the drawings. All flashing shall be sealed to both the penetration and the monolithic deck as shown on 2001 Company approved drawings. Flashing shall be installed as roof membrane installation progresses. 3.03.5 Roofing Membrane - Membrane shall be unrolled and positioned without stretching as close to and parallel with roof edges as possible. Adjoining 72 inch wide roofing membrane shall be unrolled perpendicular to the continuous joint of the thermal insulation and be positioned without stretching lapping the previous edges a minimum of 2 inches. End joints shall be staggered. The membrane shall 20019.doc then be allowed to relax for 1/2 hour before sealing. The clean and dry laps shall be welded continuously 2 inches wide using solvent welding solution or 1 -1/2 inches wide using heat. Excess heat or solvent welding solution shall be kept away from the insulation of separation layer. The roofing membrane shall be solvent welded 2 inches wide or heat welded 1 -1/2 inches wide to all perimeter and base flashings on the plane of the roof as shown on the approved drawings. All seams shall be tested with a probe for integrity. All cross seams, T joints, seams with exposed fabric, and seams at penetrations or other details shall be sealed with seam sealer on the day they are made. 3.03.6 Air Valves - Air valves shall be installed at the rate of two per corner and one every fifty feet or less around the perimeter between corners. Location of air valves shall be as indicated on drawings provided by 2001 Company prior to roof installation. In no case shall less than one air valve for every 1250 square feet be installed without prior 2001 Company approval. Air valves shall be installed as roofing proceeds to avoid wind displacement during installation. 3.03.7 Temporary Seals - The rooming membrane shall be sealed to the monolithic roof deck at the end of each day or at the onset of inclement weather to prevent water from flowing into the completed roofing system. Temporary seals shall be removed upon resumption of work. 3.04 Cleaning 3.04.1 Upon completion of the roofing system, equipment and excess material shall be removed from the site. 3.05 Protection 3.05.01 Roof walkways shall be installed as shown on the drawings and where frequent roof traffic can be expected. 3.05.2 Where equipment pads, wood sleepers or walkway slabs are to be installed over the roofing membrane, an additional layer of the roofing membrane shall be in.:fatted between the roofing membrane and the pad, sleeper or slab. Due caution shall be exercised to prevent roofing membrane damage during placement. 2001 Company reserves the right to modify this specification at any time. RECEIVEt MAY 212007 PERMIT CENTER 10 -02 -2007 NEIL SHANNON 7777 DETROIT AV SW SEATTLE WA 98106 RE: Permit No. D07 -185 16400 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/20/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall, Permit Technician xc: Permit File No. D07 -185 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director R. ?nn .Cnnthrantpr Rnnlovard C»ito *inn • TifLu/Jh fdl,chInntnn natal? . Dhnnn• 7/h .471 711 . c...,. .f 1 ./.4.44" ACTIVITY NUMBER: D07 -185 PROJECT NAME: SOUTHCENTER PLACE SITE ADDRESS: 16400 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # ter 11,E „il DEPARTMENTS: & 6,72. AA 0 Buil In Division X Fire Prevention Igt Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Applicable Comments: APPROVALS OR CORRECTIONS: Approved Documents /routing slip.doc 2 -28-02 ►IMiIT COORD CO' PLAN REVIEW /ROUTING SLIP Approved (attach comments) Incomplete DATE: 05 -21 -07 DUE DATE: 05-22-07 ❑ Not Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTIN : Please Route Ai Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 06-19 -07 Ap roved with Conditions n Not Notation: PERMIT C00R D COPY REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents /routing slip.doc 2 -28-02 License Information License MEYERBR142LL Licensee Name MEYER BROTHERS ROOFING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600620120 Ind. Ins. Account Id 50862700 Business Type CORPORATION Address 1 7777 DETROIT AVE SW Address 2 City SEATTLE County KING State WA Zip 981061903 Phone 2067629418 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/13/1986 Expiration Date 12/31/2008 Suspend Date Separation Date Parent Company Previous License Next License METALRN016N6 Associated License Business Owner Information Name Role Effective Date Expiration Date MEYER, EUGENE M Cancel Date 01/01/1980 Bond Amount MEYER, PATRICK M 01/01/1980 HOUSH, RONALD G AGENT 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & Until Look Up a Contractor, Electri"ian or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MEYERBR142LL 05/24/2007 A B D C3 C\f 1 2 Cr, CO 4 U Cc' CO U C2 Cl C6 C5 C4 � 6.00 co -F C4 0 CO A- LT) 0 C5 C4 _ — C3 C6 20' 4" JUST S NEC TO EN'C13SE R MISS THE CURB Cl 6.00 CD + 0 6.00 INCH C2 C3 CO U I AS DRAWN, YIELDS AVG. R34 BASED ON R4.55 /INCH 12'-4" U U C4 C) w U U w w l r w w c) w CY) U m w _p U m N C) b C; W M m W w m w m PANEL NAME PIECE COUNT DIMS Wx _L 16'-O" C7 m 12' -4" �� 16' O,l 1 2 Cl m 01 .5 -t5' rn C2 1.5 -2.5' C3 N C) N + C3) 2.5 -3,5' w C3) 4) + 0) C4 3.5 -4.5' 0) N, m C5 4.5 -5.5' -4' x 8 C.11 ■ CO + — CO I LL C6 5.5 -6.5" Cc' + 0 6 CO U EXPANDED POLYSTYRENE ASTM C578 -92 TYPE III 5 PCF E `i co 0 co 0 .25 -2" 1 6' -O" E2 2 -4 r w b U U w I I w E3 4 -6 .,s U w I co w 1 "sr E4 rn N 6 -8 1 4' -O" m: rn 16' -O" 14' -0" F l 3.5-5.5" 2'X4' .25-6" 2'X4' C) C) N + C) W + 0) 01 c'7 0) + 0 C3) + 4 FILE con Pe.. " `^ PLEASE NOTE: THIS TAPER DESIGN IS BASED ON DRAINS AND WALLS BEING LOCATED AS SHOWN ON CONTRACT DOCUMENTS. ANY CHANGES MAY CHANGE THE AMOUNT OF MATERIAL AND LABOR REQUIRED. SLOPES SHOWN FOR FULL TAPERED AREAS WILL ONLY BE NET SLOPES IF THE UNDERLAYING SUBSTRATE IS FLAT. 4 C/) x.1..1 0 LL O 0 z 1— z 0 !.L I z w I- w EL w z in 0 U) U) w 1 0 0 0 z LL. 0 w F- 0 00 Ix w w T" LL. 0 F—� W w i CO • Ui O Co 0 A B C t NOV 2 0 Z007 REVIEWED MPIIANCE CODE COMPLIANCE APPROVED B MA`s 232O %1 -r� ity Of Tukwila LDING DIVISION DOt' l85 RECEWED MAY 21 2007 PERMIT CENTER ME COM Per* No. Nan revrew animal Es trabAct b and °Karam • Ammot of con&trcfrai dtwun fift iw* autrioft the violation cf Eny actrepted onfmk—i.'4 Itecerpt of approved ccd h edcfmtvredgel: Oiy of 71.1kwila WILDING DIVISION 4' SEPARATIE MINN PrQUIRE'D FORt eibrchankal 0-filet:blot Plumbing 0 GIS Piping City of Tukwila BUILDING DIMON (•). • No changes shalt be made to the scopo rx..7% Alwithout prior approve of Tukwila Bending-' NOTE: Revisions Will require a new plan cubmittcl and may include additional plan review fees. a _\ e \ 45' 1/4" PER FT. SLOPE 1 A% 1/4" PER FT. SLOPE 1OS 165' 7 P - 15' 00 0 c• '5 2 1/4" PER FT. SLOPE ROOF PL AN 0 4' 8' 1' 11; 45' 1/4" PER FT. SLOPE REVIEWED FOR CODE COMPLIANCE APPROVED -, v MAY 2 3 2007 City Of Tukwila ILDIN DIVISION RECEWEt MAY 2 PERMIT CENTEI`, pb no. da e drawn by Revisions TechniScan, Inc. dwg. nome dw0. no. 153 S. Modkcn Street • S Me 226 Denver Colonodo 03207 303.377.I800 Phone 303177.2760 km 1257.1 01/10/06 ADM TERMINATION BAR COPING CAP CAULK RUBBER TO RUBBER ASHESIVE V ACUT -OFF THRU -WALL (NEW) CURB (WOOD) .•i C • o ss v o Ong C KELLYCRETE 2001 ZIP TAPE INSULATION 2001 AIR SEAL ROPE THRU -WALL (EXIST) CURB (METAL) DIM. NO.: UNNERSAL 500 REi9S!ONNO.: Di t . DATE: REV. DATA 12 -8-94 3-31 -95 14 21 8 11 3 IN -WALL (CUT -IN REGLET) TITLE: COUNTER - FLASHINGS (TYPICAL) DRAIFN BY: A SIMMS APPROI ED BY: R.S. SCALE. ' NOT TO SCALE CURB (WOOD) 11 KEY 1.2001 EPDM OR CPA - HYPALON 3.2001 BONDING ADHESIVE 5.2001 PASTE SEALANT 7.2001 TERMINATION BAR 8.2001 APPROVED FASTENER 7" O.C. 11. 2001 APPROVED AIR SEAL 12. CONTINUOUS CLEAT 13. COPING CAP • 14. COUNTER FLASHING 15. FOAM ROD WIDIAMETER 1.5 TIMES OPENING 20. 2001 APPROVED FASTENERS WITH NEOPRENE WASHER 8" O.C. 21.2001 TERMINATION BAR TAPE 3 NOTE: MINIMUM HEIGHT OF BASE FLASHING ABOVE FIELD MEMBRANE IS 6 INCHES. / 2001 COMPANY/ 325 Thomaston Avenue. P.O. Box 2557 Waterbury, CT 06702 -2557 © THO.tL1SL KELLY PATENT PENDING Insulated Curb (Self Flashing) NOTES: 1.) Base Flashing shall be a minimum height of 6" 2.) These details are for curb terminations only! Edge termination and air sealing of the 2001 roof system are shown on other details 3.) Continous cleating and/or closure strips are required on all details — Treated Wood Closure Strip 2001 Approved Fasteners at 6" O.C. 2001 Term Bar 2001 Membrane Curb With Term Bar Curb With Wrap Flashing - RECEIVED MAY 212007 PERMIT CENTEF TITLE: Curb Flashing Details Metal & Treated Wood Curbs Term Bar Tape 2001 Air Seal Rope Bonding Adhesive 2001 Zip Tape F 7 DWG # Univ -5008 DRAWN BY C.R.C. 2001 Rubber to Rubber DATE 1 -31 -97 APPROVED R.S. Water Cut Oft Mastic REV. DATE I SCALE N.T.S. ^Thomas L Kelly CJ Patent Pend. 2001 Paste Sealant / 2001 COMPANY 325 Thomaston Ave. P.O. Box 2557 Waterbury, CT 06702 -2557 800 - 537 -7663 2001 PASTE SEALANT CAULK • RUBBER TO RUBBER - - - -- OR ME M CUT -OFF CAULK RUBBER TO RUBBER - -- H 0AST8 CUT -OFF PIPE ( PENETRATION 2001 RUBBER TO RUBBER SPUCING CEMENT (EPDM OR HEAT WELDABLE MEMBRANE 2001 PREFAB. PIPE BOOT WITH STAINLESS STEEL CLAMPING RING 0000000 +00 I\ _ \ ti /1./ ti i a APPROVED AIR SEAL OR EXISTING BUR • ° / 0 • o a cl 0 LARGE VENT PIPE KELLYCRETE 2001 ZIP TAPE INSULATION 2001 AIR SEAL ROPE 2001 UNCURED FLASHING EPDM OR HEAT WELDABLE MEMBRANE 2' MIN. 00 0 00 00 (/'�3 0000000000000 0 J 00000000000000000000008 r \''.■ / J r\,,,., T\, i t . APPROVED AIR SEAL OR EXISTING BUR ♦ °, 0 .• o• 4 O ° o 0 uJu KELLYCRETE 2001 ZIP TAPE INSULATION 2001 AIR SEAL ROPE 0 O 0 0 0 0 0 0 0 0 0 0 O 0 0 TITLE: /\\ 67 MIN. REi7SIO.V .\O.: 0 0 0 0 0 0 0 0 0 0 0 TITLE: REIYSIO.V NO.: PIPE (PENETRATION) 2001 AIR SEAL ROPE 8 FASTENERS PER SHEET WITH 2" STEEL PLATES M M Via A• • DWG. DATE: REV. DATE: 12-7-94 3-31-95 2' X 2' O.S.B. 2001 UNCURED FLASHING IF NEEDED FOR 6" MINIMUM 00000000 MU. NO.: UNIVERSAL - 301 /� �'� _ /N � /\/ ^, ,V /\,/ /,\ ti ti p /\, i\''‘,/ \„/ �.\, �\.\, IN- 2' SQ. O.S.B. PIPE WITH PREFABRICATED BOOT DRAHN B1 APPROI fD BY: A SIMMS R.S. SCALE. OT TO SCALE 2001 AIR SEAL ROPE LARGE PIPE -- FILL VOID SAME HEIGHT AS O.S.B. 6" MIN LARGE VENT PIPE FEILD FLASH DWG. NO.: UNIVESAL -302 MU. DATE: REV DATE: 12-8-94 3 -31 -95 0 0 0 0 °0 2001 RUBBER TO RUBBER O SPLICING CEMENT (EPDM CPA, HYPALON, BONDING o ADHESIVE) O — 2001 PASTE SEALANT 0 0 0 O 0 O 0 O 0 O 0 O 0 0 0001 O00C C0O 000 00 0 00 /\J � /`u �' 1., .'\, A., ti � n., n• Nt.. .-\,, n. 2' SQ. O.S.B. DRAIIN BI': A. SIMMS APPROI ED B) R.S. SCALE: NOT TO SCALE 2' 2001 MEMBRANE \/ 2001 AIR SEAL ROPE 2001 BONDING ADHESIVE 2001 MEMBRANE 2001 AIR SEAL ROPE >16. <q, 6" 2' / 2001 COMPANY/ 325 Thomaston Avenue, P.O. Box 2557 it aterbury, CT 06702 - 2557 TllOtL•ISL. KELLY PATENT!'E: \DL\'G ` — 2' WIDE O.S.B. FASTENERS EVERY 8" O.C. ( F.M. APPROVED WITH 2" STEEL PLATES) RECEIVE MAY 212007 PERMIT CENTEI / 2001 COMPANY/ 325 Thomaston Avenue, P.O. Box 2557 II aterbury, CT 06702 - 2557 C TIIO.% L•I S L. KELLY PATENT PENDING 0 oI I - ; II 2001 PASTE SEALANT CAULK • RUBBER TO RUBBER - - - -- OR ME M CUT -OFF CAULK RUBBER TO RUBBER - -- H 0AST8 CUT -OFF PIPE ( PENETRATION 2001 RUBBER TO RUBBER SPUCING CEMENT (EPDM OR HEAT WELDABLE MEMBRANE 2001 PREFAB. PIPE BOOT WITH STAINLESS STEEL CLAMPING RING 0000000 +00 I\ _ \ ti /1./ ti i a APPROVED AIR SEAL OR EXISTING BUR • ° / 0 • o a cl 0 LARGE VENT PIPE KELLYCRETE 2001 ZIP TAPE INSULATION 2001 AIR SEAL ROPE 2001 UNCURED FLASHING EPDM OR HEAT WELDABLE MEMBRANE 2' MIN. 00 0 00 00 (/'�3 0000000000000 0 J 00000000000000000000008 r \''.■ / J r\,,,., T\, i t . APPROVED AIR SEAL OR EXISTING BUR ♦ °, 0 .• o• 4 O ° o 0 uJu KELLYCRETE 2001 ZIP TAPE INSULATION 2001 AIR SEAL ROPE 0 O 0 0 0 0 0 0 0 0 0 0 O 0 0 TITLE: /\\ 67 MIN. REi7SIO.V .\O.: 0 0 0 0 0 0 0 0 0 0 0 TITLE: REIYSIO.V NO.: PIPE (PENETRATION) 2001 AIR SEAL ROPE 8 FASTENERS PER SHEET WITH 2" STEEL PLATES M M Via A• • DWG. DATE: REV. DATE: 12-7-94 3-31-95 2' X 2' O.S.B. 2001 UNCURED FLASHING IF NEEDED FOR 6" MINIMUM 00000000 MU. NO.: UNIVERSAL - 301 /� �'� _ /N � /\/ ^, ,V /\,/ /,\ ti ti p /\, i\''‘,/ \„/ �.\, �\.\, IN- 2' SQ. O.S.B. PIPE WITH PREFABRICATED BOOT DRAHN B1 APPROI fD BY: A SIMMS R.S. SCALE. OT TO SCALE 2001 AIR SEAL ROPE LARGE PIPE -- FILL VOID SAME HEIGHT AS O.S.B. 6" MIN LARGE VENT PIPE FEILD FLASH DWG. NO.: UNIVESAL -302 MU. DATE: REV DATE: 12-8-94 3 -31 -95 0 0 0 0 °0 2001 RUBBER TO RUBBER O SPLICING CEMENT (EPDM CPA, HYPALON, BONDING o ADHESIVE) O — 2001 PASTE SEALANT 0 0 0 O 0 O 0 O 0 O 0 O 0 0 0001 O00C C0O 000 00 0 00 /\J � /`u �' 1., .'\, A., ti � n., n• Nt.. .-\,, n. 2' SQ. O.S.B. DRAIIN BI': A. SIMMS APPROI ED B) R.S. SCALE: NOT TO SCALE 2' 2001 MEMBRANE \/ 2001 AIR SEAL ROPE 2001 BONDING ADHESIVE 2001 MEMBRANE 2001 AIR SEAL ROPE >16. <q, 6" 2' / 2001 COMPANY/ 325 Thomaston Avenue, P.O. Box 2557 it aterbury, CT 06702 - 2557 TllOtL•ISL. KELLY PATENT!'E: \DL\'G ` — 2' WIDE O.S.B. FASTENERS EVERY 8" O.C. ( F.M. APPROVED WITH 2" STEEL PLATES) RECEIVE MAY 212007 PERMIT CENTEI / 2001 COMPANY/ 325 Thomaston Avenue, P.O. Box 2557 II aterbury, CT 06702 - 2557 C TIIO.% L•I S L. KELLY PATENT PENDING INSTALLATION 2001 WATER CUT -OFF MASTIC 1I ti v �v v� eti, '/ /\../v\ .ti /v APPROVED CAULK CAULK RUBBER TO RUBBER ADHESIVE Mam CUT -OFF / o 0 • o • 4" MIN ALL SIDES r Oh 00 " �/ 401 0000000 Z . ° i o .v • KELLYCRETE 2001 ZIP TAPE INSULATION 2001 AIR SEAL ROPE F :) 2001 RUBBER TO RUBBER SPLICING CEMENT 2001 UNCURED EPDM FLASHING (2 PLY ) APPROVED AIR SEAL OR EXISTING BUR DII'G. EPDM- RB-402 REI7SIO.VA'O.: DIF'G. DATE: REV. DATE :: 12-6-94 3 -31 -95 FABRICATION 2001 EPDM OR C -EPDM 45 OR 60 MIL 2001 BONDING ADHESIVE 2' WIDE O.S.B. TITLE: OVER -FLOW SCUPPER DRAY Br: A. SIMMS APPROI ED BT: R.S. SCALE: :SOT TO SCALE 3" MIN. 2001 AIR SEAL ROPE SOLDERED SEAM V .. _ 0 -90 GALVANIZED STEEL OR COPPER / 2001 COMPANY / 325 Thomaston Avenue, P.O. Box 2SS7 Waterbury, CT 06702 -2557 (C THIO.tL4S L, KELLY PATENT PENDING 3' x 3' Target Patch OSB Fastening Requirements Air Seal Rope Drain Clamp Ring FM Approved Fasteners w/ Flat Metal Plates RECEIVE MAY 21 2007 PERMIT CENTE- TITLE: Air Sealed Roof Drain 4' OSB wafer board Term Bar Tape I 21a. 2001 Air Seal Rope Bonding Adhesive 2001 Zip Tape I- DWG # Univ -405 DRAWN BY C.R.C. 2001 Rubber to Rubber DATE 1 -31 -97 APPROVED R.S. _ Water Cut Off Mastic REV. DATE I SCALE N.T.S. ©Thomas L. Kelly Patent Pend. 2001 Paste Sealant / 2001 COMPANY 325 Thomaston Ave. P.O. Box 2557 Waterbury, CT 06702 -2557 800 - 537 -7663