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11100039CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 18920 FORGE DR OWNER'S NAME: FORGE DRIVE INVESTORS, LLC CONTRACTOR: STATEWIDE ROOFING INC PERMIT NO: 11100039 5542 MONTEREY RD DATE ISSUED: 10/06/2011 OWNER'S PHONE: 4152845700 1 SAN JOSE, CA 95138 ] PHONE NO: (408)288-8680 LICENSED CONTRACTOR'S DECLARATION License Class Lic. # Contractor Date 4 -10 -Zoll I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additi nally, the applicant understands and will comply with all non -point source re at' s per the Cupertino Municipal Code, Section 9.18. Signature Date h OWNER -BUILDER DECLARATION eby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the c. ung of this permit. Additionally, the applicant understands and will comply .11 non -point source regulations per the Cupertino Municipal Code, Section 9.18. Si Date BUILDING PERMIT INFO: BLDG ELECT PLUMB MECH r RESIDENTIAL COMMERCIAL JOB DESCRIPTION: RE -ROOF SINGLE PLY OVERLAY-MECHAN[CA L LY FASTEN A CARLISLE 60 MIL TPO OVER A FR -10 SEPARATION SHEET OVER AN EXISTING BAR. Sq. Ft Floor Area: Valuation: $240000 APN Number: 31609030.18920 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by - RE -ROOFS: All roofs shall be inspected prior to any roofs material being installed. If a roof is installed without first obtaining an inspec n, 1 agree to remove all new materials for inspection. _ Signature of Applica++ . Date: lV -�- 270 ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance >YftVhe Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Cafe ections 25505, 25533, and 25534. agent: Date: _6_ CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans shall be used as public records. CUPERTINO REROOF TEAR -OFF POLICY COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 (408) 777-3228 - FAX (408) 777-3333 - building(&cupertino.org PROJECT ADDRESS ` APN # / C OWNER NAME PHONE E-MAIL �DCITY, STREET ADDRESS STATE, ZI FAX L CONTRACTOR NA LICENSK-A BER LICEfG E BUS. LIC. # COMPANY NAME E-MAIL FAX yog-z - STREET ADDRESS CITY, STATEAP PHONE 1/v g -z - I UNDERSTAND AND AGREE TO THE FOLLOWING: 1. The re -roof project shall comply with all applicable provisions of the 2010 California Codes. 2. An inspection request can be scheduled up to the day before the inspection date. Please call (408)777- 3228 from 7:30 - 3:30pm (Mon-Thurs) or 7:30 - 2:30pm (Friday) to schedule the next day inspection. For Tear -Off and Nailing Inspections, you must also call on the day of the inspection only after that phase of the work is completed. The building inspector will be available within one hour. Progress and Final Inspections will be given a two hour window. 3. Tear -Off Inspection is required- Any and all dry -rotted wood shall be replaced prior to this inspection. Unless new plywood roof sheathing is proposed throughout, all the nails/fasteners shall be either completely knocked -down or removed prior to this inspection. 4. If plywood is installed, a plywood Nailing Inspection is required. 5. Roofing shall not be applied without first obtaining all prior inspection and written approvals from the building inspector. Any roofing which is applied without first obtaining an approved inspection will require the removal of all new material down to the sheathing so a proper inspection can be performed. 6. Progress Inspection is required when approximately 50% of roof covering is installed. 7. A Final Inspection and approval shall be obtained from the building inspector when the re -roofing is completed. To receive a final sign -off, the following items will be verified: a. Flat roofs shall have a minimum of/" per foot of slope and demonstrate there is no ponding. b. Listings from approved testing agencies for all pre -manufactured products used shall be available on-site to review at the time of the inspection. c. Proper spark arrestor installation, vents painted, gutter/downspouts installed, debris removed. 8. NOTE: If you call for a tear -off or plywood nailing inspection and the work is not complete, you will be charged a re -inspection fee of $126.00. The re -inspection fee shall be paid before another inspection can be scheduled. By my signing below, I certify each of the following is true: I am the property owner or authorized agent to act on the property owner's behalf. I understand and agree to comply with the re -roof policy stated above. I also understand that smoke detectors and carbon monoxide detector ar required to be installed in accordance with Sections R314 and R315 of the 2010 California Residential Code./ 7� of Date: l0-6 — zo// ReroofPolicv_2011.doe revised 02116111 3 ITEMS OF 3 CITY OF CUPERTINO PERMIT RECEIPT Sec: Twp: Rng: Sub: Blk: Lot: APN ........: 31609030.18920 DATE ISSUED.......: 10/06/2011 RECEIPT #......... BS000014966 REFERENCE ID # ...: 11100039 SITE ADDRESS .....: 18920 FORGE DR SUBDIVISION ...... CITY CUPERTINO IMPACT AREA ...... OPERATOR: suew COPY # : 1 OWNER FORGE DRIVE INVESTORS, LLC ADDRESS 575 MARKET ST CITY/STATE/ZIP ...: SAN FRANCISCO, CA 9410 RECEIVED FROM ....: STATEWIDE ROOFING CONTRACTOR KYLE HYPES LIC # 23509 COMPANY STATEWIDE ROOFING INC ADDRESS ..........: 5542 MONTEREY RD CITY/STATE/ZIP ...: SAN JOSE, CA 95138 TELEPHONE (408)288-8680 FEE ID UNIT QUANTITY AMOUNT PD -TO -DT THIS REC ---------- NEW BAL --- ----------------------- 1BCBSC VALUATION ---------- 240,000.00 ---------- 10.00 ---------- 0.00 10.00 0.00 1BSEISMICO VALUATION 240,000.00 50.40 0.00 50.40 0.00 1REROOFCOM SQUARES 960.00 2226.00 0.00 2226.00 ---------- 0.00 ---------- TOTAL PERMIT ---------- 2286.40 ---------- 0.00 2286.40 0.00 METHOD OF PAYMENT ----------------- CREDIT CARD TOTAL RECEIPT : AMOUNT --------------- 2,286.40 --------------- 2,286.40 VOICE ID DESCRIPTION -------- ---------------------------- 309 EXTERIOR LATH 601 ROOF TEAR OFF REFERENCE NUMBER -------------------- VISA VOICE ID DESCRIPTION -------- ---------------------------- 311 SCRATCH COAT 602 ROOF PLYWOOD NAIL 604 ROOF IN -PROGRESS 605 FINAL REROOF REROOF PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building aacuyertino.org i i /IlzZ59,3�F PROTECT ADDRESS APN # t7) 3 C/ OWNER NAME ir PHONE ` — E-MAII STREET ADDRESSr CITY, S Z? - j7 e14 9.411I FIX APPLICANT NAME PHONE E-MAIL STREET ADDRESSCITY, Z w -� �❑ /CONTRACTOR ST 12OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME5 LICENSE NLWEL LICENSE TYPE c BUS. LIC. #, G COMPANY NAME `f(>9 E-MAIL FAX -Z& STREET ADDRES _ CITY, ATE / PHONE I� - 2 ARC=cT/ENGINEER NAME LICENSE NUMBER BUS. LIC. # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE USE OF [I SFD or Duplex ❑ Multi -Family STRUCTURE: °}u Commercial ROOF AREA: O VALUATION: EXISTING ROOF TYPE: )I BUILT-UP ROOF ❑ ASPHALT SHINGLES ❑ WOOD SHAKES ❑ WOOD SHINGLES ❑ OTHER (SPECIFY) REMOVE /REPLACE ❑ YES NO IF NO, # LAYERS: PLYWOOD � K- ❑ _ THICKNESS: ❑ 5/8" PLYWD ❑ OSB TYPE: CDX PITCH ' ' 12 ROOF CLASS: A PROPOSED ROOF TYPE: ❑ BUILT-UP ROOF ❑ ASPHALT SHINGLES ❑ WOOD SHAKES ❑ WOOD SHINGLES S OTHER ICC -ES REPORT # DESCRIPTION OF WORK / _/ . • / `L By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have pro*evcoprect I have read the Description of Work and verify it is accurate. I agree to comply With all applicable local ordinances and state laws relating to o ction. I authorize. representatives of Cupertino to enter the above -identified prop T), For inspection purposes. Signature of Applicant/Agent Date: �0 �(� � 70 % SUPPLE AL INF RMATION REQUIRED If building is associated with a Home Owner's Association, provide letter of approval from HOA. — Provide Planning approval to verify if there any restrictions. — Provide copy of Manufacturer's Installation Specifications. rovide signed copy of Cupertino's Tear -Off Policy. 6 9 O�*rl -A-� _% . _ - s 4i, � rn - S$ ReroofApp_2011.doc revised 03/02111 STRUCTURAL SE I INCORPORATED August 26, 2011 Building Department City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 RE: Apple 18922 Forge Drive Cupertino, CA SEI Project Number: 1811.07 Dear Sir: This letter is to confirm that we have reviewed the roof framing members of the above captioned project and find that the members are adequate to support a new single ply roof. The weight of the new roof is 0.394 plf. and is broken down as follows: 1. 60mil. Sure -Weld TPO. 0.29 psf 2. FR -10 Separation Sheet. 0.085 psf 3. 3" HP -X Fasteners. 0.029 psf for fasteners 4. Piranha Fastening Plates. 0.048 psf for plates Our review is based on the original roof design dead load of 13.0 psf of which 2.2 lbs. was the roofing material. Samples taken from the roof indicate that the existing weight of the roof ranges from 2.5 psf to 3.25 psf. This represents an increase of approximately 1.5 psf. We have reviewed the original roof design with a new total weight of 14.5 psf and find it to be adequate. If you have any questions, please do not hesitate to contact me. Regards, STRUCTURAL ENGINNERS, INC. Jerome T. Fishpaw. S.E. #2526 Principal 4970 EI Camino Real Suite 100 Los Altos, California 94022-1461 Phone (650) 938-2200 Fax (650) 938-5538 www.stnicturalengineersinc.com per horizontal foot, use of an automatic welding machine may be more difficult. A hand held welder should be specified. B. Existing roofing material must be investigated by the specifier and all wet material must be removed. C. Existing phenolic insulation and sprayed -in-place urethane roofs must be removed prior to installation of this system. D. The use of a vapor retarder to protect insulation and reduce moisture accumulation within an insulated assembly should be investigated by the specifier. Consult the publications by ASHRAE (American Society of Heating, Refrigerating and Air -Conditioning Engineers, Inc.) and NRCA (National Roofing Contractors Association) for specific information. E. Coordination between trades is essential to avoid unnecessary traffic over sections of the roof and to prevent damage to the membrane roofing system. 1.06 WARRANTY All warranties are available for commercial projects only. A. A 5 or 10 year Membrane System Warranty, with a wind speed coverage of up to 55 mph is available for a charge. B. A 10 or 15 -year Golden SeaFm Total System Warranty is available for a charge on projects which utilize all components manufactured or marketed by Carlisle. These projects will receive a standard maximum peak gust wind speed coverage up to 55 miles per hour. Roofing systems may be eligible for a Total System Warranty with a peak gust wind speed coverage greater than 55 mph. For criteria required to obtain such coverage, refer to the 10 or 15 -year Extended Wind Speed Criteria Attachment in the Sure-Seal/Sure-White EPDM Roofing System "Design Criteria" Specification. C. A 20 -year Total System Warranty is available for a charge for projects utilizing minimum 60 -mil thick Sure -Weld membrane and incorporating additional design enhancements as outlined in "Attachment IV", 20 -Year Warranty Design Enhancements, in the Sure -Weld Design Criteria Specification. PART II PRODUCTS 2.01 GENERAL The components of this roofing system are to be products of Carlisle or accepted by Carlisle as compatible. The installation, performance or integrity of products by others, when selected by the specifier and accepted by Carlisle, is not the responsibility of Carlisle and is expressly disclaimed by the Carlisle Warranty. 2.02 MEMBRANE Sure -Weld white, gray or tan 45, 60, 72, 80 -mil thick reinforced Thermoplastic Polyolefin (TPO) membrane is used for this system. Field membrane sheets are IT, 10' or 8' wide by 100' long based on project conditions. Perimeter sheets are 6' wide (used with 12' field sheets), 5' wide (used with 10' field sheets) or 4' wide (used with 8' field sheets). For physical properties of membrane, refer to page 4. 2.03 RELATED MATERIALS Sure -Weld Non -Reinforced or Reinforced Flashing, Bonding Adhesive, Cut Edge Sealant, Water Cut -Off Mastic, PT 304 Sealant, EP -95 Spicing Cement, Weathered Membrane Cleaner, Molded Pocket Sealant, Heat Weldable Walkway Pads, Pre - Molded Inside/Outside Corners, Pipe Flashings, Curb Wraps and Sealant Pockets. PART III EXECUTION 3.01 GENERAL A. When feasible, begin the application at the highest point of the highest roof level and work to the lowest point to prevent moisture infiltration and to minimize construction traffic on completed sections. This will include completion of all flashings, terminations and daily seals. B. Follow criteria outlined in the "Design Criteria" section to prepare the roof deck or the existing substrate prior to the application of the new roofing system. 3.02 ROOF DECK CRITERIA A. Proper substrate shall be provided by the building owner. The structure shall be sufficient to withstand normal construction loads and live loads. B. Defects in the roof deck must be reported and documented to the specifier, general contractor and building owner for assessment. The Carlisle Authorized Applicator shall not proceed with installation unless defects are corrected. C. Acceptable decks and the applicable Carlisle Fasteners: 1. Steel, 22 gauge or heavier - Carlisle HP -X Fasteners/Piranha Plates or HP -Xtra Fasteners/Piranha Xtra Plates are required with a minimum pullout of 500 pounds per fastener. 2. Lightweight Insulating Concrete over steel - Carlisle HP -X Fasteners/Piranha Plates are required with a minimum pullout of 360 pounds per fastener (into steel deck below the lightweight concrete). 3. Structural Concrete, rated 3,000 psi or greater — Carlisle CD -10 or HD 14-10 Fasteners (with Piranha Plates) are required with a minimum pullout of 800 pounds per fastener. 4. Wood Plank, minimum 15/32 thick Plywood -Carlisle HP -X Fasteners/Piranha Plates are required 5. On oriented strand board (OSB) decks, HP -X Fasteners and Pirahna Plates may be used providing a pullout of 360 pounds can be obtained. Please contact Carlisle's Systems Design and Review Group sheet sizing and fastener spacing. 6. Cementitious Wood Fiber and Gypsum -The Carlisle HP-NTB Fastener is required with a minimum pullout of 300 pounds. 600319 SVIW Guide - 42006 3.03 SUBSTRATE PREPARATION A. On retrofit -recover projects, cut and remove wet insulation, as identified by specifier, and fill all voids with new insulation so it is relatively flush with existing surface. B. For all projects, substrate must be even without noticeable high spots or depressions, and must be free of accumulated water, ice or snow. C. Clear the substrate of debris and foreign material. Fresh bitumen based roof cement must be removed or concealed. 3.04 INSTALLATION Refer to the applicable Material Safety Data Sheets and Technical Data Bulletins for applicable cautions and warnings. A. Insulation Attachment 1. Carlisle Insulation shall be mechanically fastened to the roof deck as follows: a. For HP Recovery Board or minimum 1-1/2" thick Polyisocyanurate, a minimum of 5 fasteners and plates per 4'x 8' board are required. b. For Polyisocyanurate less than 1-1/2" thick or Foamular or DOW Extruded Polystyrene, any thickness, a minimum of 6 fasteners and plates per 4' x 8' board are required. Note: Extruded polystyrene insulation is for use directly under white Sure -Weld membrane only. c. Insulation boards 4' x 4', regardless of thickness, must be fastened at the minimum rate of 1 fastener and plate every 4 square feet. 2. Carlisle Piranha Plates, Seam Fastening Plates (2" diameter) or Insulation Fastening Plates (3" diameter) must be used with appropriate Carlisle Fastener for insulation attachment. B. Membrane Placement, Attachment and Hot Air Welding 1. A minimum of one perimeter sheet shall be installed at edges of each roof level and IT, 10' or 8' wide membrane shall be installed in the field of the roof. 2. Membrane sheets shall be mechanically fastened with the appropriate Carlisle Fastener/Fastening Plate spaced 6" to 12" on center, depending on project criteria, within the membrane splice. Refer to the "Design Criteria" section for required number of perimeter membrane sheets and fastener spacing. 3. Overlap adjacent membrane sheets approximately 5-1/2" at those locations where Fastening Plates are located (along length of the membrane) and a minimum of 2" at end roll sections (width of the membrane). 4. Hot air weld the membrane sheets a minimum of 1-1/2" with an Automatic Hot Air Welding Machine. 5. Membrane that has been exposed to the elements for approximately 7 days must be prepared with Weathered Membrane Cleaner. Wipe the surface where Weathered Membrane Cleaner has been applied with a clean, dry HP Splice Wipe or other white rag to remove cleaner residue prior to hot air welding. C. Additional Membrane Securement The membrane must be secured at the perimeter of each roof level, roof section, expansion joint, curb, skylight, interior wall, penthouse, etc., at any angle change which exceeds 2" in one horizontal foot and at all other penetrations in accordance with Carlisle's Details published with Carlisle's Specifications. D. Membrane Flashing 1. Flash all walls and curbs with Sure -Weld reinforced membrane. Non -Reinforced membrane shall be limited to inside and outside comers, field fabricated pipe seals, scuppers and Sealant Pockets where the use of pre - molded accessories are not practical. Terminate the flashing in accordance with an appropriate Carlisle SW - 9 Termination Detail. 2. On vertical surfaces, such as was, curbs and pipes, Bonding Adhesive is not required when the flashing height is 12" or less and the membrane is terminated under a metal countertlashing (nailed). When a coping or termination bar is used for vertical terminations, Bonding Adhesive may be eliminated for flashing heights 18" or less. E. Other Related Work 1. Walkways are required for all traffic concentration points (i.e., roof hatches, access doors, rooftop ladders, etc.), regardless oftrafl'ic frequency. Walkways are also required if regular maintenance (once a month or more) is necessary to service rooftop equipment. Walkways are considered a maintenance item and are excluded from the Carlisle Warranty. 2. Sure -Weld Heat Weldable Walkway Rolls are required when walkway pads are specified and are heat welded to the Sure -Weld Membrane. When concrete pavers are used, they shall be loose laid and installed in conjunction with a slip sheet of reinforced membrane or two layers of HP Protective Mat. Concrete pavers are not recommended when the roof slope is greater than 2" per 1 horizontal foot. Carlisle Interlocking PaversTm, 24" X 24" X 2", weighing approximately 6 pounds per square foot may be loose laid directly over the membrane. Installation instruction sheets are available from Carlisle. 3. Copings, countertlashing and other metal work, not supplied by Carlisle, shall be fastened to prevent metal from pulling free or buckling and sealed to prevent moisture from entering the roofing system or building. 600319 SWW Guide - 42006 Attach copies of the applicable Carlisle Details that pertain to the individual project to complete a bid package submittal. Membrane Physical Properties Pro Property (Metric -SI Units) Test Method Property of Unaged Sheet PropertyAfter Aging (1) 45 or 60 -mil s 28 da 240° F y 45 or 60 -mi! Tolerance on Nominal Thickness, % ASTM D 751 ±10 Thickness Over Scrim, min, in. (mm) ASTM D 4637 45 -mil 60 -mil Optical Method 0.015(0.381)±10 1 0.020(0.508)±10 Solar Reflectance (albedo X 100), % Solar Spectrum White - 87 Typ. Min. for ENERGY STAR® approval is 65% Reflectometer Tan - 68 Typ. Emittance, infrared ASTM E 408 0.92 T . 45 -Ml 60-nnil 45 -mil 60 -mil Breaking Strength, min, Ibf (kN) ASTM D 751 225 (1.0) Min. 250 (1.1) Min. 225 (1.0) Min. 250 (1.1) Min. Grab Method 320 1.4 Typ. 360 1.6 Typ. 320 1.4 Typ. 360 1.6 Typ. Elongation at Break of Fabric, min, % ASTM D 751 25 Typ. 25 Typ. Tearing Strength, min, Ibf (N) 8' by 8' specman ASTM D 751 55 (245) Min. 55 (245) Min. B Tongue Tear 130 578 Typ. 130 578 Typ. Brittleness Point, max, OF (°C) ASTM D 2137 40 (40) Min. -50 (46) Typ. Linear Dimensional Change (shrinkage), % ASTM D 1204 4.05 max. -0.2 Typ. Ozone Resistance, 100 pphm,168 hours ASTM D 1149 No Cracks No Cracks Resistance to Water Absorption ASTM D 471 4.0 Max. After 7 days immersion @ 158°F (70°C) Change 2.0 Typ. in mass, max, % Resistance to microbial surface gmwth, rating (1 is ASTM D 3274 9 —10 Typ. very poor,10 is no mwlh) 2 yr. S. Florida Field seam strength, Ibtfin. (kN/m) Seam tested in ASTM D1876 25 (4.4) Min. peel 60 10.5 Typ. Water vapor pemreance Perm ASTM E 96 0.10 Max. 0.05 Typ. Puncture resistance, Ibf (N) FTM 101C 45 -mil 250 (1.11) Min. 60-mil 300(1.3) Min. Method 2031 325 1.4 Typ. 350 1.6 Typ. Resistance to xenon -arc Weathering (2) ASTM G 155 No Cracks Xenon -Arc, 10,080 kJ/d total radiant exposure, 0.70 W/m° No loss of breaking or tearing strength Vnsual condition at 10X 80°C B.P.T. (1) Aging conditions are 28 days at 240° F (116- C) equivalent to 400 days at 176° F (80° C) for breaking strength, elongation, tearing strength, linear dimensional change, ozone and puncture resistance. (2) !proximately equivalent to 8000 hours exposure at 0.35W/m°. Note: For Physical Properties of the 72 and 80 -mil Sure -Weld membrane, refer to the Sure -Weld Design Criteria Specification, Attachment I. Copyright 2006 Carlisle SynTec Incorporated Carlisle, Sure -Weld, Interlocking Pavers are Trademarks of Carlisle SynTec Incorporated. Foamular is a Trademark of UC industries, Inc. Carlisle SynTec Incorporated, P. O. Box 7000, Carlisle, PA 17013-0295 Phone: 800-479-6832 http://www.carlisle-syntec.com 600319 SWNW Guide - 42006 CUPERTINO CONTRACTOR / SUBCONTRACTOR LIST Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 Fax: 408-777-3333 JOB ADDRESS: !M10l;C49,PERMIT # OWNER'S NAME: G PHONE # ppb-LgG - GENERAL CONTRAC OR:, BUSINESS LICENSE # S ADDRESS: "gZ lljo,.cjW ed. CITY/ZIPCODE<As_rVr,4t- g S7ZQ Our municipal code requires(all businesses working in the city to have a City of Oinertinn hncinecc licence NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SU NTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signature Date Please check applicable subcontractors and complete the following information: Owner / Contractor Signature Date SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner / Contractor Signature Date