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Permit D07-470 - WESTFIELD SOUTHCENTER MALL - GENE JUAREZ - ROOF
GENE JUAREZ 327 SOUTHCENTER MALL D07 -470 Parcel No.: Address: Suite No: Owner: Name: Address: Phone: Tenant: Name: Address: City.A 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 6364200010 327 SOUTHCENTER MALL TUKW GENE JUAREZ 327 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 DEVELOPMENT PERMIT Contact Person: Name: BRIAN STOREY Address: 18908 HIGHWAY 99 SUITE B , LYNNWOOD WA 98036 Phone: 206 - 464 -0441 Contractor: Name: SOUND ROOF SERVICES INC Address: 18908 HWY 99 SUITE B , LYNNWOOD WA 98036 Phone: 425 -672 -4730 Contractor License No: SOUNDRS932J3 Value of Construction: $263,456.00 Type of Fire Protection: Type of Construction: * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 04/23/2009 DO7 -470 01/03/2008 07/01/2008 DESCRIPTION OF WORK: COMMERCIAL ROOFING RECOVER. 20,000 SQ FT OF HORIZONTAL ROOFING AND 2,000 SQ FT OF VERTICAL WALL FLASHINGS Fees Collected: $3,915.23 International Building Code Edition: 2006 Occupancy per IBC: doc: IBC -10/06 D07 -470 Printed: 01 -03 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o' 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: DOZ -470 Issue Date: 01/03/2008 Permit Expires On: 07/01/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start 'rime: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start 'rime: 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 ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: pag trfil, Date: P/? 3.The3t Print Name: t f) ; h S i f 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. doc: IBC -10/06 D07 -470 Printed: 01 -03 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Parcel No.: 6364200010 Address: 327 SOUTHCENTER MALL TUKW Suite No: Tenant: GENE JUAREZ 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: D07 -470 Status: ISSUED Applied Date: 12/19/2007 Issue Date: 01/03/2008 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: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 5: 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. 6: 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. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 -3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575 -4407. There shall be not less than one multi- purpose portable fire extinguisher with a minimum 2 -A 20 -B:C rating on the roof being covered or repaired. (IFC 105.6.24, 1417.3) doc: Cond -10/06 007 -470 Printed: 01 -03 -2008 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 15: To schedule all construction fire - related inspections send an e-mail to fizeinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D07 -470 Printed: 01 -03 -2008 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. Signature: Ii),,;(1,0t Print Name: 811 61'DY'e° y Date: ) doc: Cond -10/06 007 -470 Printed: 01 -03 -2008 Name: Company Name: SlI to t d iIO F r e f V t ceS - - ry ■ Mailing Address: Contact Person: Br a 0.1A Sfi© Y('e E -Mail Address: ` ,�, n . � Contractor Registration Number: , ,VUD K e i 5 J ^ 3 Company Name: CITY OF TUKWIL' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.ci.tukwila.wa.us Contact Person: E -Mail Address: Company Name: N / 19 city Contact Person: Day Telephone: E -Mail Address: Fax Number: Q :\Apptications\Potms- Appticstion On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Thi - 7 d Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 ** SITE LOCATION King Co Assessor's Tax No.: tP 310 - 0010 Site Address: $ . de) GI +Geitte rA,Vl Suite Number: 1 aD Floor: Tenant Name: Ge v e. ' v ose 2 t New Tenant: ❑ Yes gj .. No Property Owners Name: tJ($tf i € 66 /A4- tiee?%tef Mailing Address: 6 3 3 c5 o Le 1olte 6e atl Q City li BRIER State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued q p Day Telephone: .1. ' Mailing Address: Rqf g f 1 l �Lt t'f"e — g M t) ©D Z f � c O ,3 City l/ S,tatte / /yip E -Mail Address: Fax Number: ' '"4 7-e) 4 / GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) ty State ��// l'r Zip Day Telephone: o�OG- i/d 4I04f Fax Number: g 24- 4 / 0'/15 Expiration Date: "1 - 3-0 F ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: Zip City Day Telephone: Fax Number: State ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: Zip State Page 1 of 6 BUILDING PERMIT INFORMirfION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ a63 L i5a• i0D Existing Building Valuation: $ Scope of Work (please provide detailed information): C DPAVN err 1 • 1 f 1 h� K QGd 1/etr O 6c4 &b (/rose f e' - D Rori zfpyv eN\ r F} rec r, Will there be new rack storage? ❑ Yes Number of Parking Stalls Provided: Standard: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Q: Applieations\Forms- Applications On Line'3.2006 - Permit Application.doc Revised: 9 -2006 bh 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safely 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2n Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMirfION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ a63 L i5a• i0D Existing Building Valuation: $ Scope of Work (please provide detailed information): C DPAVN err 1 • 1 f 1 h� K QGd 1/etr O 6c4 &b (/rose f e' - D Rori zfpyv eN\ r F} rec r, Will there be new rack storage? ❑ Yes Number of Parking Stalls Provided: Standard: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Q: Applieations\Forms- Applications On Line'3.2006 - Permit Application.doc Revised: 9 -2006 bh 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safely 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. Page 2 of 6 BUILDING O =R A Signature: ED AGENT: Date Application Accepted: ll -- ^, Q:'Applicationa\Forma- Applications On Line\3 -2006 - Pem»t Application.doc Revised: 9 -2006 bh 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. Date: la- Print Name: 're Day Telephone: lirOW/ Mailing Address: !roe ? 6t za q <'�f�l l' L � Y1Y► 1 00r1 Li f C � e j V� `J City State Zip Date Application Expires: (Q -P -0 Staff Initials: Page 6 of 6 Parcel No.: 6364200010 Permit Number: D07 -470 Address: 327 SOUTRCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 12/19/2007 Applicant: GENE JUAREZ Issue Date: Receipt No.: R07 -02811 Initials: WER Payment Date: User ID: 1655 Balance: Payee: SOUND ROOF SERVICES TRANSACTION LIST: Type Method Description Amount Payment Check 5258 3,915.23 ACCOUNT ITEM LIST: Description don! Re flint -l1R 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $3,915.23 2,370.14 1,540.59 4.50 Total: $3,915.23 12/19/2007 01:49 PM $0.00 6269 12/19 9710 TOTAL 3915.23 Printer! 12 -19 -2007 Pro' E: (--- iu' >/4 �f� Type of Inspection: F-//1, 09/ Addre .3? 7 / 9fr Date Called: Special Instructions: Date anted: — /3 —Z l�.m` p.m. Requester: q2:)? Z7 N/ Phone N -ar)N - 474v-6w/ br7 (770 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 X Approved per applicable codes. El Corrections required prior to approval. COMMENTS: El $60. ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project• Type of Inspection: Address: ?27- h1/9// Date Called: Special Instructions: _,a‘, Date Wanted:, / — �:9 p.m. Requester: Phone No: - L W/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. <1 COMMENTS: Ceiln celied `-' rate: G 424," ri EINSP $60.0 ECTION FEE REQUIRED. Prior to inspection, fee must be paid outhcenter Blvd., Suite 100. Call to schedule reinspection. !Inspector: ,... a 6300 S !Receipt No.: 'Date: .rat..,,,. COMMENTS: pect Type ofinsion:., 1 - ke 1 - ae / - 19/frove°, Address: J27 ..scAtf-40.4/ /king g , t ) ° effSh e4 /4 ih, - Ai/4 / / •////a;"" /�I7 7/4-rti ' —Z A'..50,.•fi /i ; 4/ r7106 -- -7q6 - 8 cal p.m. Requester: ... . / , 52- (..., Protcr; pect Type ofinsion:., 1 - ke Address: J27 ..scAtf-40.4/ /king Date Called: Special Instructions: Date Wanted: cal p.m. Requester: Phone No ..2C—. 50 / --/ 52- (..., 2 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 EJ Corrections required prior to approval. 4 Date: REINSPECTION FEE R QUIRE . Prior to inspection. fee must be ovpaid at 6300 Southcenter BIvd,J. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: FILE COPY 18908 Highway 99 - Suite B, Lynnwood, WA 98036 • Seattle Line 206.464.0441 rn n Lynnwood Line 425.672.4730 • Fax Line 206.464.0415 December 19, 2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RE: Roof system letter for Roofmg @ Section (A) Macys. Roof Areas: 20,000 Square Feet of Horizontal Roof Area 2,000 Square Feet of Vertical Wall Flashings Siplast 3 -Ply SBS Roof Recover: P ge 16if0f Tukwila B ILDING DIVISION between Nordstrom & • Tear off existing roof wall flashing membrane and related sheet metal and dispose of the debris at an approved disposal site. • Cut out the wet insulation areas per the previous moisture scan. This will be performed at on an additional square foot price provided below. • Build wood curbs where existing expansion joints are out of PT 2" x 10 ". • Mechanically attach Parabase FS modified base sheet. • Heat -weld one ply of Paradiene 20 TG. • Add an extra ply of P -20 TG through the drain area in lieu of cricket insulation. • Heat -weld one ply of Paradiene 30 FRTG over the P -20. • The base flashings are to be setting one ply of Paradiene 20 & Parafor 50 LT in wall flashing cement. • Strip in a piece of Aluminum Veral membrane where new roof ties into the existing sloped roof. Parapro tie off. • Includes 300 lineal feet of Paratread walkpad. DEC 19 2007 1oi. 410 REVIEWED FOR _ CODE COMPLIANCE APPROVED DEC 2 8 2007 PERMIT CENTER Parapro 123 System: • Parapro work at the existing Equipment Pads. • Cut out the existing base flashings at the toe of the existing cant strip. • Install a ply of Paradiene 20 SA (Self Adhering). • Heat -weld one ply of Parafor 5OLT. • Install reinforced Parapro 123 over new flashing onto the Pad. Roof Related Sheet Metal: • Furnish and install new 24 gauge standard color perimeter coping over HI Temperature Ice & Water Shield at lower Northeast wall. • Furnish and install new 2 -piece surface mounted counter- flashings. • Furnish and install new 24 gauge standard color Expansion Joint/Coping along Southeast concrete wall and at North/South wood expansion curb. Qualifications: All work will include 20 -year manufacturer's warranty and a Sound Roof Services, Inc. 2 -year workmanship warranty. Contract Price w/o Permit Fee for Siplast 3 -Ply SBS Roofmg, Parapro 123 & Sheet Metal as described above is: $263,456.00 Plus WSST. If you need any additional information please do not hesitate to call. Sincerely, Sound Roof Services, Inc. RECE , DEC 1.8 i PERMIT CENT t c. 4Lenscrafters: Southcenter:YMall Pointer .47 °27'32.7.7,' N <122 °15'30.58' W elov : 22 (t ys ✓ • v J� 2007 Europa Technologies +C Image NASA Eye. alt ;1346 ft . 1 REVIEWED FOi2 CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDING DMSION RECEIVED DEC 1 9 2007 PERMIT CENTER T CONCRETE OR GYPSUM FILE COPY nailable 107- y1 SLOPE c :0 °"i Y� t 10 errors MATERIALS` - - per 100 ail:- 71}3 do PARABASE FS 201b PARADIENE 20 TG _ _ 76 lb :. PARADIENE 30 FR TG 112 lb * Contact Siplast for higher slope requirements. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila B ILDIN DIVISION Specification: 2030 CBT Requirements and recommendations detailed in the Siplast catalog and Siplast long form specifications shall apply in addition to the following recommendations and specifications. Application 1. Lay one ply of Parabase FS dry over the entire area to be roofed. Lap each sheet 3 inches over the underlying sheet and lap ends 6 inches. Using approved fasteners, nail each sheet every 9 inches through the laps and stagger nail the remainder of the sheet in two rows on nominal 12 inch centers with fasteners in each row on 12 inch centers. The fastening pattem shown in the specification is based on Siplast standard nailing requirements. Contact Siplast for recommended fastening pattems to meet specific testing or code approvals. 2. Beginning at the low point of the roof, fully mop one ply of Paradiene 20 TG to the Parabase FS surface, lapping sides and ends a minimum of 3 inches. Offset end laps a minimum of 3 feet 3. Beginning again at the low point of the roof, fully torch one ply of Paradiene 30 FR TG to the Paradiene 20 TG surface, lapping sides and ends a minimum of 3 inches. Offset end laps a minimum of 3 feet Stagger laps between plies. Notes: Venting provisions must be incorporated into lightweight Insulating concrete designs. Torch prime all granule surfaces to be lapped by adjoining sheets. f► tlplast 1000 East Rochelle Boulevard Irving, Texas 75062 (800) 922 -8800 FAX (469) 995-2206 REC VED DEC 19-2007 PERMIT CENTEFh Notes: Siplast recommends that all practices pertaining to NRCA CERTA guidelines be followed when torching methods are employed. This includes performing a fire watch following any torch applications. Always have approved fire- extinguishing equipment nearby. Ref.*: 2435CBT Date: 12.05.05 C OR GYPSUM nailable SLOPE 0" - 2'/: per ft" MATERIALS per 100 sq ft PARABASE FS PA -100 ASPHALT PARADIENE 20 PARADIENE 30 FR TG 20 Ib 25 Ib 62 lb 112 Ib * Contact Siplast for higher slope requirements. Specification: 2030 CBH -T Requirements and recommendations detailed in the Siplast catalog and Siplast long form specifications shall apply in addition to the following recommendations and specifications. Application 1. Lay one ply of Parabase FS dry over the entire area to be roofed. Lap each sheet 3 inches over the underlying sheet and lap ends 6 inches. Using approved fasteners, nail each sheet every 9 inches through the laps and stagger nail the remainder of the sheet in two rows on nominal 12 inch centers with fasteners in each row on 12 inch centers. The fastening pattern shown in the specification is based on Siplast standard nailing requirements. Contact Siplast for recommended fastening patterns to meet specific testing or code approvals. 2. Beginning at the low point of the roof, fully mop one ply of Paradiene 20 to the Parabase FS surface using PA -100 Asphalt, lapping sides and ends a minimum of 3 inches. Offset end laps a minimum of 3 feet. 3. Beginning again at the low point of the roof, fully torch one ply of Paradiene 30 FR TG to the Paradiene 20 surface, lapping sides and ends a minimum of 3 inches. Offset end laps a minimum of 3 feet. Stagger laps between plies. Notes: Venting provisions must be incorporated into lightweight insulating concrete designs. Torch prime all granule surfaces to be lapped by adjoining sheets. Notes: Siplast recommends that all practices pertaining to NRCA CERTA guidelines be followed when torching methods are employed. This includes performing a fire watch following any torch applications. Always have approved fire- extinguishing equipment nearby. tr •; :w. fdPlast 1000 East Rochelle Boulevard Irving, Texas 75062 (800) 922 -8800 FAX (469) 995 -2206 4 Ref. #: 2035CBH -T Date: 12.05.05 PARABASE FS f siplast Commercial Product Data Sheet Product Description Parabase FS is a non -porous fiberglass base sheet designed for use under guaranteed Siplast Roof Systems in certain nallable applications. Parabase FS consists of a lightweight random fibrous glass mat impregnated and coated with a specially formulated, high quality, oxidized asphalt, and a polyolefin film backing. Product Uses In nailable applications, Parabase FS is lapped 3 Inches (7.6 cm) at sides and 3 inches (7.6 cm) at ends and is mechanically fastened according to Siplast requirements. Product Approvals Parabase FS meets or exceeds the requirements of ASTM D 4601 Type II for asphalt coated, fiberglass base sheets. Parabase FS is approved by Factory Mutual Research (FM Standard 4470) for use as a nailed base sheet in Siplast Paradiene 20/30, Veral, and Parafor 50 LT non - insulated lightweight concrete roof deck constructions, subject to FM conditions and limitations. Parabase FS has been classified by Underwriters Laboratories as a c UL us rated G2 Base Sheet. Parabase FS is approved by Underwriters Laboratories for use in UL Classified Siplast Paradiene 20/30, Paradiene 20/30 FR, Vera!, Paradiene 40 FR, and Paratech FR Roof Systems. Contact Siplast for specific c UL us Classified roof systems using Parabase FS. Siplast Roof Systems also have received the approval of many regional and local authorities. Please contact Siplast for specific information as required. Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Rev 01/06 Siplast COMMERCIAL PRODUCT INFORMATION Unit: Roll Coverage: 3 Squares (27.9 m Coverage Weight Per Square: Min: 20 Ib (0.9 kg /m Roll Length: Min: 108 ft (32.9 m) Roll Width: Avg: 3.0 ft (0.91 m) Thickness: Avg: 47 mils (1.2 mm) Min: 39 mils (1.0 mm) Top Surfacing: Silica Parting Agent Back Surfacing: Polyolefin film Lines: Two laying lines are placed 3 in (7.6 cm) and 12.5 in (31.8 cm) from each edge of the material. The line color for this material is yellow. Packaging: The palleted material is protected by a heat shrink polyethylene shroud. Pallet: 40 in X 48 in (101.6 cm X 122 cm) wooden pallet Number Rolls Per Pallet: 20 Number Pallets Per Truckload: 18 Minimum Rol! Weight: 60 Ib (27.2 kg) Storage and Handling: All Siplast roll roofing products should be stored on end on a clean flat surface. Care should be taken that rolls are not dropped on ends or edges and are not stored in a leaning position. Deformation resulting from these actions will make proper installation difficult. All roofing should be stored In a dry place, out of direct exposure to the elements, and should not be double stacked. Material should be handled in such a manner as to ensure that it remains dry prior to and during installation. 1000 E. Rochelle Blvd. • Irving, Texas 75062 -3940 • 469 - 995 -2200 • www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Toll Free 1- 877 - 233 -2338 Customer Service in North America: Toll Free 1 -800 -922 -8800 An Icopai Group Company PARADIENE 20 TG 'sipIast Commercial Product Data Sheet Product Description Paradiene 20 TG Is a high performance torch grade modified bitumen base ply designed for use in homogeneous multi -layer modified bitumen roof membrane systems. Paradiene 20 TG consists of a lightweight random fibrous glass mat impregnated and coated with high quality styrene- butadiene - styrene (SBS) modified bitumen. The top surface is covered with a silica parting agent, and the back surface is coated with a high performance modified asphalt adhesive layer specifically formulated for torch applications. The adhesive layer is manufactured using a special process that embosses the surface with a grooved pattern to provide optimum bumoff of the plastic film and maximize application rates. Product Uses Paradiene 20 TG is the first ply of all Siplast Paradiene 20 TG /30 TG Systems, and is lapped 3 inches (7.6 cm) side and end. Paradiene 20 TG is torch applied to approved substrates. Contact Siplast for specific approval on product uses. Product Approvals Paradiene 20 TG is approved by Factory Mutual Research (FM Standard 4470) for use in Siplast Paradiene 20 TG/30 TG and Paradiene 20 TG /30 FR TG Class 1 insulated steel roof deck constructions and insulated and non - insulated concrete roof deck constructions, subject to FM conditions and limitations. Paradiene 20 TG is approved by Underwriters Laboratories for use in c UL,. Classified Siplast Paradiene 20 TG /30 TG and Paradiene 20 TG /30 FR TG Roof Systems. Siplast Paradiene 20 TG /30 FR TG Roof Systems have been classified by Underwriters Laboratories as Class A roofing systems over non - combustible, insulated non- combustible, and insulated combustible decks, and as Class B roofing systems over combustible decks. Siplast Paradiene 20 TG/30 TG Roof Systems have been classified as Class C roofing systems over combustible, non - combustible, and insulated combustible decks. Paradiene 20 TG meets or exceeds the requirements of ASTM D 6163 Type I, Grade S, for SBS - modified bituminous sheet materials using glass fiber reinforcements. Siplast Roof Systems also have received the approval of many regional and local authorities. Please contact Siplast for specific information as required. Current copies of all Siplast Commercial Product Data Sheets am posted on the Siplast Web site at www.Siplast.com. Siplast COMMERCIAL PRODUCT INFORMATION Unit: Roll Coverage: Coverage Weight Per Square: Roll Length: Selvage Surfacing: N/A Top Surfacing: Silica Parting Agent Back Surfacing: Polyolefin Film 1000 E. Rochelle Blvd. • Irving, Texas 75062 -3940 • 469- 995 -2200 • www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Toll Free 1- 877 -233 -2338 Customer Service in North America: Toll Free 1 -800 -922 -8800 1.0 Square (9.3 m2 Min: 76 Ib (3.7 kg /m Min: 33.5 ft (10.21 m) Roll Width: Avg: 3.28 ft (1.00 m) Thickness: Avg: 114 mils (2.9 mm) Min: 110 mils (2.8 mm) Selvage Width: N/A Lines: Two laying lines are placed 3 in (7.6 cm) and 4 in (10.2 cm) from each edge of the material. The line color for this material Is white. Packaging: Rolls are wound onto a compressed paper tube. The rolls are placed upright on pallets cushioned with corrugated cardboard and are adhered with adhesive at the labels. The top of the palleted rolls is covered with foilized Kraft paper. The palleted material is protected by a heat shrink polyethylene shroud. Pallet: 41 in X 48 in (104 cm X 122 cm) wooden pallet Number Rolls Per Pallet: 25 Number Pallets Per Truckload: 18 Minimum Roll Weight: 76 Ib (34.5 kg) Storage and Handling: All Siplast roll roofing products should be stored on end on a clean flat surface. Care should be taken that rolls are not dropped on ends or edges and are not stored in a leaning position. Deformation resulting from these actions will make proper installation difficult. All roofing should be stored in a dry place, out of direct exposure to the elements, and should not be double stacked. Material should be handled in such a manner as to ensure that it remains dry prior to and during installation. An Icopal Group Company Property (as Manufactured) Values /Units . Test Method Thickness (minimum) 110 mils (2.8 mm) ASTM D 5147 section 5 Thickness (average) 114 mils (2.9 mm) ASTM D 5147 section 5 'Peak Load @ 73 ° F (average) 30 lbf/inch (5.3 kN /m) ASTM D 5147 section 6 'Peak Load @ 0 ° F (average) 75 lbf/inch (13.2 kN /m) ASTM D 5147 section 6 'Elongation @ Peak Load, 73 ° F (average) 3% ASTM D 5147 section 6 'Elongation @ Peak Load, 0 ° F (average) 3% ASTM D 5147 section 6 'Ultimate Elongation © 73 °F (average) 50% ASTM D 5147 section 6 'Tear Strength (average) 40 lbf (0.18 kN) ASTM D 5147 section 7 Water Absorption (maximum) 1% ASTM D 5147 section 9 Dimensional Stability (maximum) 0.1% ASTM D 5147 section 10 Low Temperature Flexibility (maximum) -13 °F ( -25 °C) ASTM D 5147 section 11 High Temperature Stability (minimum) 250 °F (121 °C) ASTM D 5147 section 15 Coating Thickness - Back Surface >_ 40 mils (1 mm) ASTM D 5147 section 16 PARADIENE 20 TG Physical and Mechanical Properties 1. The value reported is the lower of either MD or XD. Rev 01/06 PARADIENE 30 FR TG ' sipIast Commercial Product Data Sheet Product Description Paradiene 30 FR TG is a high performance, torch grade modified bitumen finish ply designed for use in homogeneous multi -layer modified bitumen roof membrane systems. Paradiene 30 FR TG consists of a lightweight random fibrous glass mat impregnated and coated with high quality styrene - butadiene- styrene (SBS) modified bitumen, and surfaced with ceramic granules. The back surface is coated with a high performance modified asphalt adhesive layer specifically formulated for torch applications. The adhesive layer Is manufactured using a special process that embosses the surface with a grooved pattern to provide optimum bumoff of the plastic film and maximize application rates. Product Uses Paradiene 30 FR TG is the finish ply of the Siplast Paradiene 20 TG/30 TG System, and Is lapped 3 inches (7.6 cm) side and end. Siplast Paradiene 20 TG /30 TG Systems are torch applied to approved substrates. Contact Siplast for specific approval on product uses. Product Approvals Paradiene 30 FR TG is approved by Factory Mutual Research (FM Standard 4470) for use in Siplast Paradiene 20 TG/30 FR TG Class 1 insulated steel roof deck constructions and insulated and non - insulated concrete roof deck constructions, subject to FM conditions and limitations. Paradiene 30 FR TG is approved by Underwriters Laboratories for use In Classified Siplast Paradiene 20 TG/30 FR TG Roof Systems. Siplast Paradiene 20 TG/30 FR TG has been classified by Underwriters Laboratories as a Class A roofing system over non- combustible, insulated non - combustible, and insulated combustible decks, as a Class B roofing system over combustible decks. Paradiene 30 FR TG meets or exceeds the requirements of ASTM D 6163 Type I, Grade G, for SBS - modified bituminous sheet materials using glass fiber reinforcements. Siplast Roof Systems also have received the approval of many regional and local authorities. Please contact Siplast for specific information as required. Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Siplast COMMERCIAL PRODUCT INFORMATION Unit: Roll Coverage: Coverage Weight Per Square: Roll Length: Roll Width: Thickness: Thickness at Selvage: Selvage Width: Selvage Surfacing: Release Tape Top Surfacing: No. 11 ceramic granules, standard color finishes are #93 Bone White and #65 Cinnamon Brown. Contact Siplast for other available colors. Back Surfacing: Polyolefin Film Lines: A laying line is placed 3 in (7.6 cm) from selvage edge of the material. The line color for this material is orange. Packaging: Rolls are wound onto a compressed paper tube. The rolls are placed upright on ends opposite the selvage on pallets cushioned with corrugated cardboard and are adhered with adhesive at the labels. The top of the palleted rolls is covered with foilized Kraft paper. The palleted material is protected by a heat shrink polyethylene shroud. 0.75 Square (7.0 m Min: 112 Ib (5.4 kg /m Min: 25.25 ft (7.70 m) Avg: 3.28 ft (1.00 m) Avg: 138 mils (3.5 mm) Avg: 118 mils (3.0 mm) Min: 114 mils (2.9 mm) Avg: 2.75 in (70 mm) Pallet: 41 in X 48 in (104 cm X 122 cm) wooden pallet Number Rolls Per Pallet: 25 Number Pallets Per Truckload: 18 Minimum Roll Weight: 84 Ib (38.1 kg) Storage and Handling: All Siplast roll roofing products should be stored on end on a dean flat surface. Can; should be taken that rolls are not dropped on ends or edges and are not stored in a leaning position. Deformation resulting from these actions wilt make proper installation difficult. All roofing should be stored in a dry place, out of direct exposure to the elements, and should not be double stacked. Material should be handled in such a manner as to ensure that it remains dry prior to and during installation. 1000 E. Rochelle Blvd. • Irving, Texas 75062 -3940 • 469- 995 -2200 • www.siplast.com In Canada: 201 Bewicke .Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Toll Free 1- 877 -233 -2338 Customer Service in North America: Toll Free 1 -800 -922 -8800 An (copal Group Company Property (as Manufactured) Values/Units Test Method Thickness (average) 138 mils (3.5 mm) ASTM D 5147 section 5 'Thickness at selvage (minimum) (average) 114 mils (2.9 mm) 118 mils (3.0 mm) ASTM D 5147 section 5 2 Peak Load @ 73 ° F (average) 30 Ibf/inch (5.3 kN /m) ASTM D 5147 section 6 2 Peak Load © 0 ° F (average) 75 Ibf /inch (13.2 kN /m) ASTM D 5147 section 6 2 Elongation @ Peak Load, 73 ° F (average) 3% ASTM D 5147 section 6 2 Elongation @ Peak Load, 0 ° F (average) 3% ASTM D 5147 section 6 2 Ultimate Elongation © 73 ° F (average) 55% ASTM D 5147 section 6 Near Strength (average) 40 lbf (0.18 kN) ASTM D 5147 section 7 Water Absorption (maximum) 1% ASTM D 5147 section 9 Dimensional Stability (maximum) 0.1% ASTM D 5147 section 10 Low Temperature Flexibility (maximum) -13 °F ( -25 °C) ASTM D 5147 section 11 Granule Embedment Max. avg. loss Max. individual loss 1.5 grams per sample 2.0 grams per sample ASTM D 5147 section 14 High Temperature Stability (minimum) 250°F (121 °C) ASTM D 5147 section 15 Coating Thickness - Back Surface 40 mils (1 mm) ASTM D 5147 section 16 PARADIENE 30 FR TG Physical and Mechanical Properties 1. Measured on the selvage edge excluding the granule surfacing. 2. The value reported is the lower of either MD or XD. Rev 01/06 PARADIENE 20 'YsipWst r Commercial Product Data Sheet Product Description Paradiene 20 is a high performance modified bitumen base ply designed for use in homogeneous multi -layer modified bitumen roof membrane systems. Paradiene 20 consists of a lightweight random fibrous glass mat impregnated and coated with high quality styrene - butadiene - styrene (SBS) modified bitumen. Product Uses Paradiene 20 is the first ply of all standard Siplast Paradiene 20/30 Systems, and is lapped 3 inches (7.6 cm) side and end. Paradiene 20 can be applied in approved Type IV asphalt or Siplast PA-311 Adhesive. Contact Siplast for specific approval on other product uses. Product Approvals Paradiene 20 Is approved by Factory Mutual Research (FM Standard 4470) for use in Siplast Paradiene 20/30, Paradiene 20/30 FR, and Paradiene 20/20 PR Class 1 insulated steel roof deck constructions and insulated and non - Insulated concrete roof deck constructions, subject to FM conditions and limitations. Paradiene 20 is approved by Underwriters Laboratories for use in Al Classified Siplast Paradiene 20/30, Paradiene 20/30 FR, and Paradiene 20/20 PR Roof Systems. Siplast Paradiene 20/30 FR has been classified by Underwriters Laboratories as a Class A roofing system over non- combustible, insulated non - combustible, and insulated combustible decks, and as a Class B roofing system over combustible decks. Siplast Paradiene 20/20 PR has been classified by Underwriters Laboratories as a Class A roofing system over non - combustible and insulated non - combustible decks when surfaced with roofing gravel. Siplast Paradiene 20/30 has been classified as a Class C roofing system over combustible, non - combustible, and insulated combustible decks. Paradiene 20 meets or exceeds the requirements of ASTM D 6163 Type 1, Grade S, for SBS - modified bituminous sheet materials using glass fiber reinforcements. Siplast Roof Systems also have received the approval of many regional and local authorities. Please contact Siplast for specific information as required. Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Siplast COMMERCIAL PRODUCT INFORMATION Unit: Roll Coverage: Coverage Weight 1.5 Squares (13.9 m Per Square: Min: 62 Ib (3.0 kg /m Roll Length: Min: 50 ft (15.24 m) Roll Width: Avg: 3.28 ft (1.00 m) Thickness: Avg: 91 mils (2.3 mm) Min: 87 mils (2.2 mm) Selvage Width: N/A Selvage Surfacing: N/A Top Surfacing: Silica Parting Agent Back Surfacing: Silica Parting Agent Two laying lines are placed 3 in (7.6 cm) and 4 in (10.2 cm) from each edge of the material. The line color for this material is white. Lines: Packaging: Rolls are wound onto a compressed paper tube. The rolls are placed upright on pallets cushioned with corrugated cardboard and are adhered with adhesive at the labels. The top of the palleted rolls is covered with foilized Kraft paper. The palleted material is protected by a heat shrink polyethylene shroud. Pallet: 41 in X 48 in (104 cm X 122 cm) wooden pallet Number Rolls Per Pallet: 25 Number Pallets Per Truckload: 18 Minimum Roll Weight: 93 Ib (42.2 kg) Storage and Handling: All Siplast roll roofing products should be stored on end on a clean flat surface. Care should be taken that rolls are not dropped on ends or edges and are not stored in a leaning position. Deformation resulting from these actions will make proper installation difficult. All roofing should be stored in a dry place, out of direct exposure to the elements, and should not be double stacked. Material should be handled in such a manner as to ensure that it remains dry prior to and during installation. 1000 E. Rochelle Blvd. • Irving, Texas 75062 -3940 • 469- 995 -2200 • www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Toll Free 1- 877 - 233 -2338 Customer Service in North America: Toll Free 1 -800 -922 -8800 io M (copal Group Company Property (as Manufactured) Values /Units Test Method Thickness (minimum) 87 mils (2.2 mm) ASTM D 5147 section 5 Thickness (average) 91 mils (2.3 mm) ASTM D 5147 section 5 'Peak Load @ 73 ° F (average) 30 Ibf/inch (5.3 kN /m) ASTM D 5147 section 6 'Peak Load @ 0 ° F (average) 70 lbf/inch (12.3 kN/m) ASTM D 5147 section 6 'Elongation @ Peak Load, 73 ° F (average) 3% ASTM D 5147 section 6 'Elongation @ Peak Load, 0 ° F (average) 3% ASTM D 5147 section 6 'Ultimate Elongation © 73 ° F (average) 50% ASTM D 5147 section 6 'Tear Strength (average) 40 Ibf (0.18 kN) ASTM D 5147 section 7 Water Absorption (maximum) 1% ASTM D 5147 section 9 Dimensional Stability (maximum) 0.1% ASTM D 5147 section 10 Low Temperature Flexibility (maximum) -13 °F ( -25 °C) ASTM D 5147 section 11 High Temperature Stability (minimum) 250 °F (121 °C) ASTM D 5147 section 15 1. The value reported is the lower of either MD or XD. Rev 01/06 PARADIENE 20 Physical and Mechanical Properties PARAFOR 50 LT 4 siplast Commercial Product Data Sheet Product Description Parafor 50 LT is a high performance, modified bitumen finish ply designed for use in single layer and multi -layer modified bitumen roof membrane systems. Parafor 50 LT consists of a fiberglass scrim/polyester mat composite impregnated and coated with high quality styrene- butadiene - styrene (SBS) modified bitumen, and surfaced with ceramic granules. Product Uses Paradiene 50 LT is used as a finish ply in single layer and multi -layer applications, and as a base flashing material where granule- surfaced flashing sheets are required. Parafor 50 LT is lapped 4 inches (10.2 cm) at sides and 6 inches (15.2 cm) at ends, and is applied using PA -311 Adhesive, PA -100 Asphalt, or by torch. Product Approvals Parafor 50 LT is approved by Factory Mutual Research (FM Standard 4470) for use in Class 1 insulated steel roof deck constructions and insulated and non - insulated concrete roof deck constructions, subject to FM conditions and limitations. Parafor 50 LT is approved by Underwriters Laboratories for use in e UL„• Classified Siplast Parafor 50 LT Roof Systems. Parafor 50 LT has been classified as a Class C roofing system over combustible, non - combustible, and insulated combustible decks. Parafor 50 LT meets or exceeds the requirements of ASTM D 6164 Type I, Grade G, for SBS - modified bituminous sheet materials using a polyester reinforcement. Siplast Roof Systems also have received the approval of many regional and local authorities. Please contact Siplast for specific information as required. Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Stptast COMMERCIAL PRODUCT INFORMATION Unit: Roll Coverage: Coverage Weight Per Square: Min: 141 Ib (6.9 kg /m Roll Length: Roll Width: Avg: 3.28 ft (1.00 m) Thickness: Thickness at Selvage: Selvage Width: Selvage Surfacing: Silica Parting Agent Back Surfacing: Silica Parting Agent 1000 E. Rochelle Blvd. • Irving, Texas 75062 -3940 • 469 - 995 -2200 • www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Toll Free 1- 877 -233 -2338 Customer Service in North America: Toll Free 1 -800 -922 -8800 0.75 Square (7.0 m Min: 26 ft (7.92 m) Avg: 173 mils (4.4 mm) Avg: 157 mils (4.0 mm) Min: 154 mils (3.9 mm) Avg: 3.75 in (95 mm) Top Surfacing: No. 11 ceramic granules, standard color finishes are #93 Bone White and #65 Cinnamon Brown. Contact Siplast for other available colors. Lines: A laying line is placed 4 in (10.2 cm) from selvage edge of the material. The line color for this material is blue. Packaging: Rolls are wound onto a compressed paper tube. The rolls are placed upright on ends opposite the selvage on pallets cushioned with corrugated cardboard and are adhered with adhesive at the labels. The top of the palleted rolls is covered with foilized Kraft paper. The palleted material is protected by a heat shrink polyethylene shroud. Pallet: 41 in X 48 in (104 cm X 122 cm) wooden pallet Number Roils Per Pallet: 20 Number Pallets Per Truckload: 18 Minimum Roll Weight: 106 Ib (48.1 kg) Storage and Handling: All Siplast roll roofing products should be stored on end on a clean flat surface. Care should be taken that rolls are not dropped on ends or edges and are not stored in a leaning position. Deformation resulting from these actions will make proper installation difficult. All roofing should be stored in a dry place, out of direct exposure to the elements, and should not be double stacked. Material should be handfed in such a manner as to ensure that it remains dry prior to and during installation. IZI An (copal Group Company Property (as Manufactured) Values /Units Test Method Thickness (average) 180 mils (4.6 mm) ASTM D 5147 section 5 Thickness at selvage (minimum) (average) 154 mils (3.9 mm) 157 mils (4.0 mm) ASTM D 5147 section 5 'Peak Load @ 73 ° F (average) 60 Ibfrnch (10.5 kN /m) ASTM D 5147 section 6 'Peak Load @ 0 (average) 115 Ibfrnch (20.1 kN /m) ASTM D 5147 section 6 'Elongation @ Peak Load, 73 F (average) 65% ASTM D 5147 section 6 'Elongation @ Peak Load, 0 F (average) 40% ASTM D 5147 section 6 'Ultimate Elongation @ 73 ° F (average) 100% ASTM D 5147 section 6 'Tear Strength (average) 100 Ibf (0.45 kN) ASTM D 5147 section 7 Water Absorption (maximum) 1% ASTM D 5147 section 9 Dimensional Stability (maximum) 0.5% ASTM D 5147 section 10 Low Temperature Flexibility (maximum) -4 °F ( -20 °C) ASTM D 5147 section 11 Granule Embedment Max. avg. loss Max. individual loss 1.5 grams per sample 2.0 grams per sample ASTM D 5147 section 14 High Temperature Stability (minimum) 250 °F (121 °C) ASTM D 5147 section 15 PARAFOR 50 LT Physical and Mechanical Properties 1. The value reported is the lower of either MD or XD. Rev 01/06 PA -1125 PRIMER 3siplast Commercial Product Data Sheet Product Description PA -1125 Primer is an asphalt solvent blend designed as a primary coating for metal and masonry surfaces prior to application of Siplast Roofing and Flashing Systems. Product Uses PA -1125 Primer is applied to all metal flanges and concrete and masonry surfaces; the primer should be allowed to dry thoroughly prior to application of Siplast Roofing and Flashing Systems. PA -1125 Primer can be applied by brush or spray. Diluting PA -1125 using petroleum solvents will affect its bonding and drying characteristics. Product Approvals PA -1125 meets or exceeds the requirements for Federal Specification SSA -701 B and ASTM D 41 for asphalt primer used in roofing. Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Rev 01/06 Siplast COMMERCIAL PRODUCT INFORMATION Unit: 5 Gallon Pail (19 liters) Coverage: Coverage is dependent on the condition of the surface receiving the primer. The coverage ranges from 100 square feet per gallon (0.4 liter per 1/m on very rough, porous surfaces to 400 square feet per gallon (1.6 1/m on smooth, low- absorptive surfaces. Flash Point, Pensky- Martens Closed Cup: 100 °F (38 °C) Packaging: The pails are stacked three high on pallets and stretch wrapped. Pallet: 36 in X 48 in (91 cm X 122 cm) wooden pallet Number Pails Per Pallet: 36 Number Pallets Per Truckload: 22 Weight Per Pail: 37 lb (16.8 kg) Shipping Classifications: White Label (combustible) Storage and Handling: All containers of PA -1125 Primer should be stored upright on a clean, flat surface. Care should be taken that containers are not dropped and container seals are not broken prior to use. All containers should be stored in a dry place, out of direct exposure to the elements, and should be kept away from excessive heat, fire or open flames. 1000 E. Rochelle Blvd. • Irving, Texas 75062 -3940 • 469 - 995 -2200 • www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Ton Free 1- 877 -233 -2338 Customer Service in North America: Toll Free 1 -800 -922 -8800 ll An lcopal Group Company PA -1021 PLASTIC CEMENT isiplast Commercial Product Data Sheet Product Description PA -1021 Plastic Cement is a general purpose roof cement produced from refined asphalt and petroleum solvents with non - asbestos fibers added for reinforcement. PA -1021 is an aU- weather grade plastic cement and is specifically formulated to be compatible with Siplast roofing membranes. Product Uses PA -1021 Plastic Cement is specially designed for use with guaranteed Siplast Roofing Systems as a mastic for setting all metal flanges and drain lead fleshings and for making temporary repairs to the roofing membrane. PA -1021 can also be used as a flashing adhesive on flat or low slope applications, where slumping Is not a concem. It is highly flexible, has a trowelling consistency, and may be applied with a trowel or putty knife to dry, clean surfaces. Product Approvals PA -1021 Plastic Cement meets or exceeds the requirements of ASTM D 4586 Type II for asbestos free, asphalt based roof cement. Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Rev 01/06 COMMERCIAL PRODUCT INFORMATION Unit: 5 Gallon Pail (19 liters) Packaging: The pails are stacked three high on pallets and stretch wrapped. Pallet: 36 in X 48 in (91 cm X 122 cm) wooden pallet. Number Pails Per Pallet: 36 Number Pailets Per Truckload: 22 Weight Per Pail: 51 lb (23 kg) Shipping Classification: White Label (combustible) Storage and Handling: All containers of PA -1021 Plastic Cement should be stored upright on a clean flat surface. Care should be taken that containers are not dropped and container seals are not broken prior to use. All containers should be stored in a dry place, out of direct exposure to the elements, and should be kept away from excessive heat, fire or open flames. Siplast 1000 E. Rochelle Blvd. • Irving, Texas 75062 -3940 • 469- 995 -2200 • www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Tot Free 1- 877 - 233 -2338 Customer Service in North America: To Free 1 -800 -922 -8800 An Icopal Group Company PA -828 FLASHING CEMENT S siplast Commercial Product Data Sheet Product Description PA -828 Flashing Cement is specially formulated for use as a roofing membrane base flashing cement. It is produced from refined asphalt and low aromatic petroleum solvents with non- asbestos fibers added for reinforcement and enhanced slump resistance compared with general- purpose plastic cement. Product Uses PA-828 Flashing Cement is designed for use with guaranteed Siplast Roof Systems as a membrane flashing adhesive. PA-828 is slump resistant and highly flexible for high slope and vertical applications. For best results with flashing applications, PA -828 should be applied using a notched trowel. PA -828 may also be used alternatively to PA -1021 as a mastic for setting all metal flanges and drain lead fleshings. Product Approvals PA -828 Flashing Cement meets or exceeds the requirements of ASTM D 4586 Type II for asbestos free, asphalt based roof cement. Current copies of all Siplast Commercial Product Data Sheets are posted on the Siplast Web site at www.Siplast.com. Rev 01/06 Siplast COMMERCIAL PRODUCT INFORMATION Unit: 5 Gallon Pail (19 liters) Packaging: The pails are stacked three high on pallets and stretch wrapped. Pallet: 36 in X 48 in (91 cm X 122 cm) wooden pallet Number Pails Per Pallet: 36 Number Pallets Per Truckload: 22 Weight Per Pail: 51 lb (23 kg) Shipping Classification: White Label (combustible) Storage and Handling: All containers of PA -828 Flashing Cement should be stored upright on a clean, flat surface. Care should be taken that containers are not dropped and container seals are not broken prior to use. All containers should be stored in a dry place, out of direct exposure to the elements, and should be kept away from excessive heat, fire or open flames. 1000 E. Rochelle Blvd. • Irving, Texas 75062 -3940 • 469- 995 -2200 • www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Ton Free 1 -877 -233 -2338 Customer Service In North America: Toll Free 1 -800 -922 -8800 An (copal Group Company TESTING & CODE $ aplast APPROVALS Roof Membranes This directory contains the Siplast roof assemblies that have been approved for wind and fire ratings along with national and regional listings and classifications. The listing sections of this directory will be classified in descending order by: 1. Roof System 2. Approval Type (i.e. fire, wind, etc.) 3. National Listings and Approvals 4. Regional Listings, Approvals, and Codes Testing laboratories may use test methods developed by their own research and criteria or use established methods published by other organizations such as ASTM. The major laboratories may evaluate tested assemblies and approved products and give approvals /acceptances in certain situations. This method of approval varies depending on the specific agency's policy. Note: In all cases, regardless of how any of the listings read, Siplast specifications and application requirements for specific product use will prevail. Underwriters Laboratories Siplast has tested its roof systems with UL for external fire exposure using UL Test No. 790 (ASTM E 108). Each system has been tested and /or evaluated for Class A, B, or C ratings. These ratings are defined by UL as follows: CLASS A Includes roof coverings that are effective against severe fire exposures. Under such exposures, roof coverings of this class are not readily flammable and do not carry or communicate fire; afford a fairly high degree of fire protection to the roof deck; do not slip from position; possess no flying brand hazard; and do not require frequent repairs in order to maintain their fire- resisting properties. CLASS B Includes roof coverings that are effective against moderate fire exposures. Under such exposures, roof coverings of this class are not readily flammable and do not readily carry or communicate fire; afford a moderate degree of fire protection to the roof deck; do not slip from position; possess no flying brand hazard; but may require frequent repairs in order to maintain their fire - resisting properties. CLASS C Includes roof coverings that are effective against light fire exposure. Under such exposures, roof coverings of this class are not readily flammable and do not readily carry or communicate fire; afford some degree of fire protection to the roof deck; do not slip from position; possess no flying brand hazard; and may require occasional repairs or renewals in order to maintain their fire- resisting properties. ROOF DECKS: Decks are classified by UL as non - combustible (NC) and combustible (C). Non - combustible decks include: 1. Steel 2. Concrete 3. Gypsum 4. Lightweight concrete 5. Cementitious — fiber (Tectum) Combustible decks consist of the following types: 1. Wood sheathing — minimum % -inch thick. 2. Plywood — minimum 15/32 -inch thick. INSTALLATION TYPES: Siplast UL approvals include new, recover, or replacement work. For recover installations, UL Classified non - insulated assemblies are not intended for installation over existing UL Classified insulated assemblies. Classified insulated systems may be installed over existing Classified systems provided: 1. The new roof system insulation is classified for use with the existing roof insulation type. (i.e. perlite glass fiber, wood fiber, isocyanurates, etc.) 2. The total thickness of insulation in both assemblies does not exceed the maximum insulation specified in the UL listing for the new assembly. 3. For installation over non - combustible decks, any UL Classified insulated system utilizing minimum 1 inch thick mineral insulation (glass fiber or perlite) may be used over any existing insulated system regardless of the type of insulation provided that the total thickness of insulation in both systems does not exceed the maximum specified for the new system being applied. EVALUATIONS: In certain instances, UL may evaluate roof assemblies that are not currently listed for classification (all materials must be UL approved). Please contact either the Manager of Technical Development at the Siplast manufacturing facility at 1 -800- 643 -1591 or a member of the Siplast Technical Support Staff at 1-800- 922 -8800. ROOF - CEILING DESIGNSP'P" RATINGS: Classified Siplast roof assemblies have been approved by Underwriters Laboratories for use in conjunction with UL Classified Roof - Ceiling Designs. Such Roof - Ceiling Designs (also known as "P" ratings) are listed in the Underwriters Laboratories Fire Resistance Directory. UL listed Siplast roof assemblies, as listed in the Roofing Materials and Systems Directory, may be used as roof coverings in the following design numbers: P211 P239 P264 P509 P718 P740 P818 P909 P925 P213 P240 P267 P510 P719 P743 P819 P910 P926 P214 P241 P269 P511 P720 P801 P820 P911 P927 P215 P242 P405 P512 P721 P802 P821 P912 P928 P216 P244 P406 P513 P722 P803 P822 P913 P929 P224 P245 P407 P514 P723 P804 P823 P914 P936 P225 P246 P409 P516 P724 P805 P824 P915 P227 P250 P410 P519 P725 P806 P825 P916 P228 P251 P411 P701 P726 P810 P828 P917 P229 P253 P501 P708 P727 P811 P902 P918 P230 P254 P503 P709 P728 P812 P903 P919 P231 P255 P504 P710 P729 P813 P904 P920 P232 P257 P505 P711 P730 P814 P905 P921 P235 P259 P506 P712 P736 P815 P906 P922 P237 P261 P507 P714 P737 P816 P907 P923 P238 P263 P508 P717 P739 P817 P908 P924 UL CLARIFICATIONS AND SUPPORT: This service is provided by UL to help clarify fire ratings of all roofing materials and listings in the UL directory. CONTACT: Doug Miller Underwriters Laboratories 847 - 272 -8800 Extension 43262 REFERENCES: All UL approved assemblies will be listed in the current Roofing Systems and Materials Directory as published by UL. FM Global FM Global requires FM approved coverings to conform to their FMRC Standard 4470 to resist fire, wind, hail, foot traffic, leakage, etc. Each approved roof assembly must pass FM Class I fire (calorimeter fire tests) ASTM E 108 (UL 790) extemal fire tests, and meet a 1-60 (as a minimum) or 1 -90 wind uplift rating. APPROVALS: Contact Siplast Technical Support at 800 -643 -1591 for FM approved roofing assembly information. ACCEPTANCES: Ail roof system acceptances are confirmations given by FM Regional Engineering that the roof system consisting of FM approved materials are suitable for their intended use. An acceptance is given by the FM Regional Offices only and is limited to roof projects that are insured by one of the FM affiliated insurance carriers. Acceptance evaluations are initiated by contacting the FM Regional Office in the same geographical region as the roof project. . INSTALLATION TYPES: Installations for the Siplast FM approvals may include new, recover, or replacement work. The recover projects are classified by FM according to the least resistant assembly (usually the existing roof). Southwest Research Institute Southwest Research Institute tests roof coverings for wind uplift (FM 4470), extemai fire testing (ASTM E 108 — UL 790), and internal fire testing (FM 4450) and provides follow -up services /reports. Southwest Research evaluates roof systems based on individual tests and does not require a complete program of testing. While Southwest Research provides evaluation reports for specific tests, they currently do not publish a building materials approval guide for approved roof coverings. Southwest Research Institute P. O. Drawer 28510 San Antonio, TX 78228 -0510 Tel: (512) 522 -2410 Fax: (512) 522 -3377 Organization Underwriters Laboratories Factory Mutual Research Southwest Research Institute Housing & Urban Development Region CODE JURISDICTION ARKANSAS CALIFORNIA CALIFORNIA COLORADO FLORIDA FLORIDA FLORIDA IDAHO LOUISIANA LOUISIANA LOUISIANA LOUISIANA LOUISIANA MISSISSIPPI MISSISSIPPI OKLAHOMA NEW YORK TENNESSEE TENNESSEE UTAH WISCONSIN Siplast Membrane Approvals/Listings Paradiene, Veral, and Parafor Membrane Systems National Approvals Regional Approvals Organization ICC Evaluaton Service, Inc. City of Little Rock Pacific Bell Telephone Co. State of California City of Denver Florida Building Code Metro Dade City of Jacksonville Southern Belt State of Idaho Jefferson Parish NASA State of Louisiana City of Jackson City of New Orleans Tupelo School Board State of Mississippi State of Oklahoma MEA (City of New York) City of Memphis State of Tennessee Church of Latter Day Saints State of Wisconsin Reference Number R10630 (N) (4450/4470) (By spec report #) MR 1088d Reference Number ES Legacy Report Numbers 2148, 2309, and ER 5184 4175 -0844:100, 101, 102 Fire Marshall M -85 -70 (By spec product #) 03- 0320.10 03 -0320.09 03-0320.08 03- 1211.08 03- 1211.06 03- 1211.05 02 -0411.01 DPW Projects 328, 329, 330 -93M NP164 (Paradiene & Veral) CONTRACTOR INITIALS MALL INITIALS .:,. FILE COPY Permit Nos pie r. review approval Is subject to eras and on Exhibit "A" APrV' C:4 t` enstttgction documents does metal Description of Services Westfield Southcenter Building A & Mechanical Pads 633 Southcenter Seattle, Washington 98188 Prepared by: Siplast 1000 East Rochelle Blvd. Irving, Texas 75062 (800) 922-8800 The existing roof areas proposed for recover must be thoroughly inspected by an authorized Siplast representative to determine if this project is an appropriate candidate for re -cover construction. A comprehensive, non - destructive moisture survey is required to locate any areas where moisture is present. The moisture scan should utilize either infrared or nuclear practices and be performed by an independent, ASNT certified professional. A complete report detailing all procedures and results of the scan must be provided including moisture map, histogram (nuclear), and roof cut verification of any areas identified by the scan as containing moisture. Upon review of the above, the existing roof areas proposed for recover will be evaluated to determine if they can be covered under the terms of the specified guarantee. This specification has been provided as an accommodation and is based solely on a visual inspection of Southcenter Mall facilities located in Seattle, Washington. This specification is provided as a general gulde for use of Slplast products based on the conditions observed as a result of the visual inspection of the above mentioned roof. This specification assumes the existence of "standard conditions" based on the conditions observed. There may be variations not detected in the visual inspection, hidden defects, or structural considerations which should be addressed. Siplast is strictly a manufacturer of roofing systems and has no experience, training or expertise in the areas of architecture or engineering or in the area of consulting with respect to matters related to such areas. Siplast recommends that the Owner independently verify the accuracy, adequacy and appropriateness of the specification provided. #07 -008 REVIEWED E CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDIN DIVISION RECEIVED DEC 19 2001 10 PERMIT CENTER 1)01.. ROOFING SPECIFICATION (Rev 9/2005) PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Deviations: In the event this Specification deviates from the manufacturer's current specification, this specification prevails, except where they conflict with the manufacturer's requirements for the specified guarantee. In this case, the manufacturer's specification prevails. B. Specification Amendments: Drawings, addenda and modifications may be issued subsequent to the printing of this Specification. C. Contractor Acceptance: Prior to the project start, ascertain that all aspects of This Specification and possible modifications are workable and do not conflict with the manufacturer's requirements for the specified guarantee. Upon commencement of the work, it will be presumed that this Specification and drawings, addenda and modifications are satisfactory to both the Contractor and the manufacturer in their entirety. D. Supplied Materials: Supply all materials of the roofing system, including accessory products. The bidding Contractor, by making his bid, represents that his bid price is based on the use of the materials listed in Part 2 Products. Refer to Part 1.03 Description of Work for specific use within each roofing assembly outlined. 1.02 REFERENCE STANDARDS References in these specifications to standards, test methods, and codes, are implied to mean the latest edition of each such standard adopted. Tho following is an abbreviated list of associations, institutions, and societies which may be used as references throughout these specifications. ASTM American Society for Testing and Materials Philadelphia, PA FM Factory Mutual Engineering and Research Norwood, MA NRCA National Roofing Contractors Association Rosemont, IL OSHA Occupational Safety and Health Administrations Washington, DC SMACNA Sheet Metal and Air Conditioning Contractors National Association Chantilly, VA UL Underwriters Laboratories Northbrook, IL 1.03 DESCRIPTION OF WORK CONTRACTOR INITIALS MALL INITIALS 11 #07 -008 The basic work descriptions (components, layering and attachment methods) required in this specification are referenced below. BUILDING A Project Type: Recover Deck: Metal Slope: 1/6 —1/8 inch Existing Assembly: Smooth - surfaced BUR applied over rigid insulation. Preparation: Remove and dispose of weVdamaged /deteriorated materials and base fleshings. Replace with compatible rigid insulation, bringing the areas back level with surrounding surfaces. Crickets: Tapered polyisocyanurate system, mechanically attached through the existing roof system into the underlying metal deck. Base Sheet: Parabase FS, mechanically attached using screws /plates. Roof system: Paradiene 20 TG, torch applied; Paradiene 30 FR TG, torch applied. Flashing system: Paradiene 20 SA, adhered to the flashing substrate or Paradiene 20 TG, torch applied. Parafor 50 LT, torch applied. FLASHING REPAIRS AT MECHANICAL CONCRETE PADS Project Type: Remedial repair (see Detail for clarification) Substrate: Concrete Preparation: Remove the base fleshings and underlying cant strip. Fill voids with compatible rigid insulation and furnish /install a cant strip. Prime the substrate to receive the flashing system. Flashing system: Paradiene 20 SA, adhered to the flashing substrate; Parafor 50 LT, torch applied. Parapro 123, adhered to the Parafor 50 LT, tying into the concrete substrate. CONTRACTOR INITIALS MALL INITIALS RELATED WORK A. Concrete Panel Joints: Rake the existing sealant from the joints between concrete panels. Furnish and Install backer rod and elastomeric sealant. B. Large Pitch Pockets: Top -off the pitch pockets with filler. Fabricate and install a sheet metal enclosure surrounding the large pitch pocket fleshings. 12 #07 -008 C. Conduit Supports: Furnish and install treated wood pipe /conduit supports at a minimum 8 feet o.c. Install the specified walktread material under all wood pipe /conduit supports. Extend the walktread material a minimum of 2 inches beyond all blocks. D. Counterflashing: Remove and dispose of the existing counterflashing components. Fabricate counterflashing components from the specified sheet metal stock and install in the locations identified during the pre -bid meeting. Fabricate and install the two -piece counterflashings in accordance with SMACNA guidelines. E. Expansion Joint Curbs /Covers: Fabricate and install treated wood expansion joint curbs to match the existing. Fabricate and install the expansion joint covers in accordance with SMACNA guidelines. F. Waiktread: Furnish the specified walktread and install to match the layout of the existing walktread system. 1.04 QUALITY ASSURANCE A. Acceptable Products: Primary roofing products, including each type of sheet, all manufactured in the United States, shall be supplied by a single manufacturer which has been successfully producing the specified types of primary products for not less than 10 years. The primary roofing products shall have maintained a consistent composition for a minimum of five years. B. Product Quality Assurance Program: Primary roofing materials shall be manufactured under a quality management system that is monitored regularly by a third party auditor under the ISO 9001:2000 audit process. C. Agency Approvals: The proposed roof system shall conform to the following requirements. No other testing agency approvals will be accepted. 1. Underwriters Laboratories Class A acceptance of the proposed roofing system (including mopping asphalt or cold adhesive) without additional requirements for gravel or coatings. D. Acceptable Contractor: Contractor shall have a minimum of 2 years experience in successfully installing the same or similar roofing materials and be certified in writing by the roofing materials manufacturer to install the primary roofing products. E. Scope of Work: The work to be performed under this specification shall include but is not limited to the following: Attend necessary job meetings and furnish competent and full time supervision, experienced roof mechanics, all materials, tools, and equipment necessary to complete, in an acceptable manner, the roof installation in accordance with this specification. Comply with the latest written application instructions of the manufacturer of the primary roofing products. In addition, application practice shall comply with requirements and recommendations contained in the latest edition of the Handbook of Acced Roofing Knowledge (HARK) as published by the National Roofing Contractor's Association, amended to include the acceptance of a phased roof system installation. F. Local Regulations: Conform to regulations of public agencies, including any specific requirements of the city and /or state of jurisdiction. CONTRACTOR INITIALS MALL INITIALS 13 #07 -008 G. Manufacturer Requirements: Ensure that the primary roofing materials manufacturer provides direct trained company personnel to attend necessary job meetings, perform periodic inspections as necessary, and conducts a final inspection upon successful completion of the project. 1.05 GUARANTEE/WARRANTY A. Roof Membrane Guarantee -- Building A: Upon successful completion of the project, and after all post installation procedures have been completed, furnish the Owner with the Manufacturer's 20 year labor and materials membrane guarantee. The guarantee shall be a term type, without deductibles or limitations on coverage amount. 1.06 SUBMITTALS All submittals which do not conform to the following requirements will be rejected. A. Submittals with Bid: 1. Submit the moisture scan report to the membrane manufacturer. The report shall include a moisture map, histogram (if nuclear), and roof cut verification of any areas identified by the scan as containing moisture. 2. Submit a unit price per square foot to remove wet/damaged deteriorated materials and replace with compatible rigid insulation, bringing the areas back to level with surrounding surfaces. B. Submittals Prior to Contract Award: 1. Letter from the proposed primary roofing manufacturer confirming that the bidder Is an acceptable Contractor authorized to install the proposed system. 2. Letter from the primary roofing manufacturer stating that the proposed application will comply with the manufacturer's requirements in order to qualify the project for the specified guarantee. C. Submittals Prior to Protect Close - out: 1. Manufacturer's printed recommendations for proper maintenance of the specified roof system including inspection frequencies, penetration addition policies, temporary repairs, and leak call procedures. 1.07 PRODUCT DELIVERY STORAGE AND HANDLING A. Delivery: Deliver materials in the manufacturer's original sealed and labeled containers and in quantities required to allow continuity of application. B. Storage: Store materials out of direct exposure to the elements. Store roll goods on a clean. flat and dry surface. All material stored on the roof overnight shall be stored on pallets. Rolls of roofing must be stored on ends. Store materials on the roof In a manner so as to preclude overloading of deck and building structure. Store materials such as solvents, adhesives and asphalt cutback products away from open flames, sparks or excessive heat. CONTRACTOR INITIALS MALL INITIALS 14 #07 -008 Cover all material using a breathable cover such as a canvas. Polyethylene or other non - breathable plastic coverings are not acceptable. C. Handling: Handle all materials in such a manner as to preclude damage and contamination with moisture or foreign matter. Handle rolled goods to prevent damage to edges or ends. D. Damaged Material: Any materials that are found to be damaged or stored in any manner other than slated above will be automatically rejected, removed and replaced at the Contractor's expense. 1.08 PROJECT /SITE CONDITIONS A. Requirements Prior to Job Start 1. Moisture Scan: Perform a comprehensive, non - destructive moisture survey to locate any areas where moisture is present. The moisture scan shall utilize either infrared or nuclear practices and be performed by an independent, ASNT certified professional. A complete report detailing all procedures and results of the scan shall be submitted to the membrane manufacturer prior to job start. The report shall include a moisture map, histogram (nuclear), and roof cut verification of any areas identified by the scan as containing moisture. Upon review of the above, the existing roof areas proposed for recover will be evaluated to determine if they can be covered under the terms of the specified guarantee. 2. Notification: Give a minimum of 5 days notice to the Owner and manufacturer prior to commencing any work and notify both parties on a daily basis of any change in work schedule. 3. Permits: Obtain all permits required by local agencies and pay all fees which may be required for the performance of the work. 4. Safety: Familiarize every member of the application crew with all fire and safety regulations recommended by OSHA, NRCA and other industry or local governmental groups. B. Environmental Requirements 1. Precipitation: Do not apply roofing materials during precipitation or in the event there is a probability of precipitation during application. Take adequate precautions to ensure that materials, applied roofing, and building interiors are protected from possible moisture damage or contamination. 2. Temperature Restrictions — self-adhesive sheets: The minimum required substrate temperature at point of application is 40 °F (4 °C). Maintain a minimum roof membrane material temperature above 50 °F (10 °C). In low temperature conditions, materials should be kept warm prior to application. Suspend application in situations where the self- adhered base ply cannot be kept at temperatures allowing for proper adhesion. C. Protection Requirements 1. Membrane Protection: Provide protection against staining and mechanical damage for newly applied roofing and adjacent surfaces throughout this project. CONTRACTOR INITIALS MALL INITIALS 15 #07 -008 2. Torch Safety: Crew members handling torches shall be trained by an Authorized Certified Roofing Torch Applicator (CERTA) Trainer, be certified according to CERTA torch safety guidelines as published by the National Roofing Contractors Association (NRCA), and follow torch safety practices as required by the contractors insurance carrier. Designate one person on each crew to perform a daily fire watch. The designated crew member shall watch for fires or smoldering materials on all areas during roof construction activity, and for the minimum period required by CERTA guidelines after roofing material application has been suspended for the day. 3. Limited Access: Prevent access by the public to materials, tools and equipment during the course of the project. 4. Debris Removal: Remove all debris daily from the project site and take to a legal dumping area authorized to receive such materials. 5. Site Condition: Complete, to the owner's satisfaction, all job site clean -up including building interior, exterior and landscaping where affected by the construction. 6. Asbestos Containing Roofing Materials — Removal: Remove and dispose of any and all asbestos materials including asbestos containing roof materials (ACRM) in a manner which creates no hazard to the workers, the building occupants, or the environment. Follow local, state and federal laws, codes and ordinances during handling, demolition, removal and dumping of ACRM. Provide permits and certification letters in order to comply with all local, state and federal regulations pertaining to this project. PART 2 PRODUCTS 2.01 ROOFING SYSTEM ASSEMBLY /PRODUCTS A. Base Sheet 1. Base Sheet: A fiberglass reinforced, asphalt coated sheet with a polyolefin film backing, having a minimum weight of 20 lb/sq. The sheet shall conform to ASTM D 4601, Type 11 requirements. > Siplast Parabase FS 2. Gypsum Sheathing Panel for Wood /Plywood Substrates to Receive Flashing Coverage: A panel composed of a gypsum based, non - structural water resistant core material integrally bonded with fiberglass mats on both sides having a nominal thickness of 1/4 inch. The panel surface shall be factory primed with a non - asphaltic primer. Acceptable types are as follows: > DensDeck Prime Gypsum Roof Board, by Georgia Pacific Corporation: Atlanta, GA 2.02 DESCRIPTION OF SYSTEMS A. Roofing Membrane Assembly: A roof membrane assembly consisting of two plies of a prefabricated. reinforced, homogeneous Styrene - Butadiene - Styrene (SBS) block copolymer modified asphalt membrane, applied over a prepared substrate. Both reinforcement mats CONTRACTOR INITIALS MALL INITIALS 16 # 07 - shall be impregnated /saturated and coated each side with an SBS modified bitumen blend and coated one side with a torch grade SBS bitumen blend adhesive layer. The adhesive layer shall be manufactured using a process that embosses the surface with a grooved pattern to provide optimum burn -off of the plastic film and to maximize application rates. The roof system shall pass 500 cycles of ASTM D 5849 Resistance to Cyclic Joint Displacement (fatigue) at 14 °F (- 10 °C). Passing results shall show no signs of membrane cracking or interply delamination after 500 cycles. The roof system shall pass 200 cycles of ASTM 0 5849 after heat conditioning performed in accordance with ASTM D 5147. The assembly shall possess waterproofing capability, such that a phased roof application, with only the modified bitumen base ply in place, can be achieved for prolonged periods of time without detriment to the watertight integrity of the entire roof system. > Siplast Paradiene 20 TG /30 FR TG torchable roof system 1. Modified Bitumen Base and Stripping Piy > Siplast Paradiene 20 - torchable grade 2. Modified Bitumen Finish Ply > Siplast Paradiene 30 FR - torchable grade B. Flashing Membrane Assembly: A flashing system consisting of a prefabricated, granule surfaced, reinforced, Styrene - Butadiene - Styrene (SBS) block copolymer modified asphalt flashing membrane. The reinforcement mat shall be Impregnated and coated each side with an SBS modified bitumen blend. > Siplast Parafor 50 LT, flashing system 1. Cant Backing Sheet for Wood/Plywood Surfaces to Receive Flashing Coverage > Siplast Paradiene 20 SA 2. Flashing Reinforcing Sheet > Siplast Paradiene 20 SA > Siplast Paradiene 20 TG 3. Modified Bitumen Flashing Sheet > Siplast Parafor 50 LT C. Catalyzed Acrylic Resin Flashing System: A specialty flashing system consisting of a liquid - applied, fully reinforced, multi- component acrylic membrane installed over a prepared or primed substrate. The flashing system consists of a catalyzed acrylic resin primer, basecoal and topcoat, combined with a non -woven polyester fleece. The resin and catalyst are pre -mixed immediately prior to installation. The use of the specialty flashing system shall be specifically approved In advance by the membrane manufacturer for each application. > Parapro 123 Flashing System by Siplast; Irving, TX CONTRACTOR INITIALS MALL INITIALS 17 #07 -008 2.03 ROOFING ACCESSORIES A. Bituminous Cutback Materials 1. Primer: An asphalt/solvent blend meeting ASTM D 41, South Coast Air Quality District and Ozone Transport Commission requirements, > Siplast PA -917 LS Primer by Siplast; Irving, TX 2. Mastics: An asphalt cutback mastic, reinforced with non - asbestos fibers, used as a base for setting metal flanges conforming to ASTM D 4586 Type II requirements. > Siplast PA -1021 Plastic Cement by Siplast; Irving, TX B. Sealant: A moisture - curing, non -slump elastomeric sealant designed for roofing applications. The sealant shall be approved by the roof membrane manufacturer for use in conjunction with the roof membrane materials. Acceptable types are as follows: > Siplast PS -304 Elastomeric Sealant by Siplast; Irving, TX C. Ceramic Granules: No. 11 grade specification ceramic granules of color scheme matching the granule surfacing of the finish and flashing plies. D. Perlite Cant Strips: A cant strip composed of expanded volcanic minerals combined with waterproofing binders. The top surface shall be pre- treated with an asphalt based coating. The face of the cant shall have a nominal 4 inch dimension. E. Fasteners 1. Base Sheet Fasteners: Base sheet fasteners shall be approved by the manufacturer of the primary roofing products. Acceptable base sheet fasteners for specific substrate types are listed below. a) Metal Decks: Base sheet fasteners for metal decks shall be factory coated for corrosion resistance. The fastener shall conform meet or exceed Factory Mutual Standard 4470 and when subjected to 30 Kesternich cycles, show less than 15% red rust. Acceptable fastener types for metal decks are listed below. - A fluorocarbon coated screw type roofing fastener having a minimum 0.220 inch thread diameter. Plates used in conjunction with the fastener shall be a metal type having a minimum 3 inch diameter, as supplied by the fastener manufacturer. CONTRACTOR INITIALS MALL INITIALS > Parafast Fastener by Siplast; Irving, TX > Roofgrip with Buildex Metal Plates by ITW Buildex; Itasca. IL > Dekfast #12 with Dekfast Steel Hexagonal Plates by Construction Fasteners, Inc.; Wyomissing, PA > Standard Roofing Fastener by OMG; Agawam, MA 2. Gypsum Sheathing Panel Fasteners for Wood /Plywood Substrates to Receive Flashing Coverage: Gypsum sheathing panel fasteners and plates shall be FM Approved, and /or approved by the manufacturer of the primary roofing products. The fastening pattern for each panel to be used shall be as recommended by the panel 18 # 07 - manufacturer and approved by the manufacturer of the primary roofing products. Acceptable panel fastener manufacturers for specific substrate types are listed below. a) Wood /Plywood Substrates to Receive Flashing Coverage: Gypsum sheathing panel mechanical fasteners shall be factory coated for corrosion resistance. The fastener shall conform meet or exceed Factory Mutual Standard 4470 and when subjected to 30 Kesternich cycles, show less than 15% red rust. Acceptable fastener types for wood /plywood substrates are listed below. A fluorocarbon coated screw type roofing fastener having a minimum 0.220 inch thread diameter. Plates used in conjunction with the fastener shall be a metal type having a minimum 3 inch diameter, as supplied by the fastener manufacturer. > Parafast Fastener by Siplast; Irving, TX > Roofgrip with Buildex Metal Plates by ITW Buildex; Itasca, IL > Dekfast #12 with Dekfast Steel Hexagonal Plates by Construction Fasteners, Inc.; Wyomissing. PA > Standard Roofing Fastener by Olympic Manufacturing Group; Agawam, MA 3. Flashing Reinforcing Sheet Fasteners for Wood /Plywood Substrates to Receive Flashing Coverage: Fasteners shall be approved by the manufacturer of the primary roofing products. Acceptable fasteners for specific substrate types are listed below. a) Wood /Plywood Substrates A 12 gauge, spiral or annular threaded shank, zinc coated steel roofing fastener having a minimum 1 inch head. > Square Cap by W.H. Maze Co.; Peru, IL > 12 Gauge Simplex Nail by the Simplex Nail and Manufacturing Co., Americus, GA F. Walktread: A prefabricated, puncture resistant polyester core reinforced, polymer modified bitumen sheet rnaterial topped with a ceramic- coated granule wearing surface. 1. Thickness: 0.217 in (5.5 mm) 2. Weight: 1.8 lb/ft' (8.8 kg /m') 3. Width: 30 in (76.2 cm) > Paratread Roof Protection Material by Siplast; Irving, TX 2.04 RELATED COMPONENTS A. Rough Carpentry: Lumber used for nailers, curbs, and cants shall he No. 2 kiln dried (19% maximum moisture content after treatment), grade marked. and surfaced on four sides. Lumber shall be salt treated with Wolman Salts (wood shall retain 0.25 lbs. dry salt per cubic foot of wood) or an approved equal. 1. Perimeter Nailers: Lumber shall have a nominal 6 inch width with a thickness to match the height of the new insulation assembly. CONTRACTOR INITIALS MALL INITIALS 19 #07 -008 2. Wood Sleepers And Blocking: Lumber blocking, used for supporting small rooftop and light air conditioning units shall have a 4 inch by 4 inch width and thickness. Wood blocking used to support small pipes shall have a minimum 12 inch length. Lengths of wood sleepers for supporting air conditioning units shall be such that a minimum of 12 inches shall extend beyond each unit at both sides. B. Periite Cant Strips: A cant strip composed of expanded volcanic minerals combined with waterproofing binders. The top surface shall be pre- treated with an asphalt based coating. The face of the cant shall have a nominal 4 inch dimension. C. Lead Pipe Fleshings: Preformed from sheet stock weighing a minimum of 4 Ib. per square foot, and soldered with a minimum 4 inch perimeter flange with a sleeve opening fabricated to fit closely around the penetration without forcing. Lead sleeve length snail be of sufficient height to allow a minimum of 1 inch to be crimped inside of the pipe stack. D. Fabricated Metal: Fabricate all metal components to be used in conjunction with the roof system using 24 gauge galvanized steel, meeting ASTM A 526 specifications. 1. Reglet Counterflashing: Fabricate metal counterflashings at existing masonry walls in a two- component configuration. Fabricate the counterflashing pocket receiver to accept the counterflashing and fit into the masonry reglet a minimum of 1 1/2 inches. Notch the flashing receiver at all comers and joints. Fabricate the counterflashing to fit into the pocket receiver, using button punches in the counterflashing to secure the flashing. Fabricate the bottom edge of the counterflashing to have a minimum 1/2 Inch drip edge, formed at 45 degrees. Fabricate the counterflashing in maximum ten foot sections and notch inside comers and Joints and seam outside corners. 2. Metal Expansion Joint Covers: Fabricate metal expansion joint covers to incorporate a minimum 1 1/2 inch face on each side with a width sufficient to adequately cover the top of the expansion joint/curb assembly. The bottom edge of each face shall have a minimum 1/2 Inch drip edge, hemmed and formed at 30 degrees. The sections shall be fabricated in maximum 10 feet sections. End pieces for the metal covers shall be fabricated in minimum 1 foot sections. All joints in the metal covers shall have minimum 4 inch wide cover plates. PART 3 EXECUTION 3.01 FIELD QUALITY CONTROL A. Pre -Job Conference: Conduct a pre -job conference to include the designer, Owner, roofing Contractor and manufacturer's representative prior to application of roofing. B. Foremen: Provide the roofing foreman with a copy of these specifications to be available at the job site at all times. The presence of specifications and an inspector shall not relieve the Contractor of strict compliance with the manufacturer's specifications, detail drawings, and /or approved material requirements. CONTRACTOR INITIALS MALL INITIALS 20 #07 -008 C. Deck Penetrations: Verify that work penetrating the roof deck, or which may otherwise affect the roofing application, has been properly completed. D. Final inspection — post installation meeting: Arrange a meeting at the completion of the project to be attended by all parties that were present at the pre -job conference. A punch list of items required for completion shall be compiled by the Contractor and the manufacturer's representative. Complete, sign, and mail the punch list form to the manufacturer's headquarters. 3.02 PREPARATION A. General: Sweep or vacuum all surfaces, removing all loose aggregate and foreign substances prior to commencement of roofing. B. Remove All Existing: - Surface gravel - Roof membrane - Wet/damaged /deteriorated Insulation - Base flashings - Edge metal - Flanged metal flashings - Cants - Walkways - Non functional penetrations /curbs - Drain flashings - Metal trim, counterflashing C. Wet Areas: Remove any areas of the existing assembly where moisture is present and replace with compatible materials, bringing the area back to level with surrounding surfaces. D. Wall Preparation: Repair minor cracks, surface irregularities, and open joints in masonry walls using a quick dry grout mix to ensure a smooth, even surface for application of the roofing /flashing membranes. E. Existing Curbs: Raise all existing curbs to accommodate a new minimum height of 8 inches. 3.03 SUBSTRATE REQUIREMENTS A. Preparation of Wood /Plywood Substrates to Receive Flashing Coverage: Mechanically attach the gypsum sheathing panels to all wood /plywood substrates that will be covered with the specified flashing membrane, using the specified screws /plates, at 12 inches o.c. staggered. Cut the cant backing sheet into 12 inch widths and peel the release film from the back of the sheet. Set the sheet into place extending 6 Inches onto the field of the roof area and 6 inches up the gypsum sheathing panel surface utilizing minimum 3 inch side laps. Set the cant into place prior to installation of the roof membrane base ply. B. Roof Decks: Structural roof decks should properly provide sufficient strength to support anticipated dead and live loads and normal construction traffic without excessive deflection or movement. All openings, walls or projections through the roof deck should be completed CONTRACTOR INITIALS MALL INITIALS 21 #07 -008 before application of the roof membrane is begun. The deck should be constructed and necessary deck repairs made according to the deck manufacturer's specifications following best established practices. 1. Metal Decks: Metal roof decks should be constructed in accordance with Factory Mutual structural requirements listed in the current Factory Mutual Approval Guide and Factory Mutual Loss Prevention Data Sheet 1 -28. Steel roof decks should be 22 gauge minimum factory galvanized or factory coated with aluminum zinc alloy for corrosion protection. Galvanized protection shall comply with ASTM A 525, Class G -60 or Class G -90. Zinc alloy protection shall comply with ASTM A 792. Steel decks should be shop primed, clean, dry, with ribs of deck free of snow, ice or water. Top flanges of installed steel deck should be flat. Mechanical fastening should be provided at all side laps; spacing between side lap fasteners and bar joists or beams should not exceed 3 feet. 3.04 SUBSTRATE PREPARATION A. Perimeter Wood Nailers: Install perimeter wood nailers in accordance with the guidelines set forth in latest edition of Factory Mutual Loss Prevention Bulletin 1 -49. B. Base Sheet Securement to Prepared Substrate: Lay the base sheet over the entire area to be roofed, lapping sides 3 inches and ends 6 inches. Using the specified screws /plates, fasten each sheet every 12 inches through laps and stagger fasten the remainder of the sheet in 2 rows on nominal 12 inch centers with fasteners in each row on 18 inch centers. 3.05 ROOF MEMBRANE INSTALLATION - GENERAL A. Membrane Application: Apply roofing in accordance with roofing system manufacturer's instructions and the following requirements. Application of roofing membrane components shall immediately follow application of base sheet and /or insulation as a continuous operation. B. Aesthetic Considerations: An aesthetically pleasing overall appearance of the finished roof application is a standard requirement for this project. Make necessary preparations, utilize recommended application techniques, apply the specified materials including granules, and exercise care in ensuring that the finished application is acceptable to the Owner. C. Priming: Prime metal and concrete and masonry surfaces with a uniform coating of the specified asphalt primer. D. Bitumen Consistency: Cutting or alterations of bitumen, primer, and sealants will not be permitted. E. Roofing Application: Apply all layers of roofing free of wrinkles, creases or fishmouths. Exert sufficient pressure on the roll during application to ensure prevention of air pockets. 1. Apply all layers of roofing perpendicular to the slope of the deck. 2. Fully bond the base ply to the prepared substrate, utilizing minimum 3 inch side and end laps. Apply each sheet directly behind the torch applicator. Cut a dog ear angle at the end laps on overlapping selvage edges. Using a clean trowel, apply top pressure to top CONTRACTOR INITIALS MALL INITIALS 22 #07 -008 seal T -laps immediately following sheet application. Stagger end laps a minimum of 3 feet. 3. Fully bond the finish ply to the base ply, utilizing minimum 3 inch side and end laps. Apply each sheet directly behind the torch applicator. Stagger end laps of the finish ply a minimum 3 feet. Cut a dog ear angle at the end laps on overlapping selvage edges. Using a clean trowel, apply top pressure to top seal T -laps immediately following sheet application. Stagger side laps of the finish ply a minimum 12 inches from side laps in the underlying base ply. Stagger end laps of the finish ply a minimum 3 feet from end laps in the underlying base ply. 4. Maximum sheet lengths and special fastening of the specified roof membrane system may be required at various slope increments where the roof deck slope exceeds 1/2 inch per foot. The manufacturer shall provide acceptable sheet lengths and the required fastening schedule for all roofing sheet applications to applicable roof slopes. F. Granule Embedment: Broadcast mineral granules over all bitumen overruns on the finish ply surface, while the bitumen is still hot or the adhesive is soft, to ensure a monolithic surface color. G. Flashing Application - Masonry Surfaces: Flash masonry parapet walls and curbs using the reinforcing sheet and the flashing membrane. After the base ply has been applied to the top of the cant, fully adhere the reinforcing sheet, utilizing minimum 3 inch side laps and extend a minimum of 3 inches onto the base ply surface and 3 inches up the parapet wall above the cant. After the final roofing ply has been applied to the top of the cant, prepare the surface area that is to receive flashing coverage by torch heating granular surfaces or by application of asphalt primer; allowing primer to dry thoroughly. Torch apply the flashing into place using three foot widths (cut off the end of roll) always lapping the factory selvage edge. Stagger the laps of the flashing layer from lap seams in the reinforcing layer. Extend the flashing sheet a minimum of 4 inches beyond the toe of the cant onto the prepared surface of the finished roof and up the wall to the desired flashing height. Check and seal all loose laps and edges. Nail the top edge of the flashing on 9 inch centers. (See manufacturer's schematic for visual interpretation). H. Flashing Application — surfaces sheathed with gypsum sheathing panels: After the gypsum sheathing panel and cant backing sheet have been installed, flash parapet walls and curbs with the specified reinforcing sheet and the flashing membrane. The reinforcing sheet shall have minimum 3 inch side laps and extend a minimum of 3 inches onto the base ply surface and to the top of the parapet wall, curb, etc. Using the specified fasteners, mechanically attach the reinforcing sheet through the field of the sheet to the vertical flashing surface on 12 inch centers from the top of the cant to the top of the wall or curb. Fully adhere the remainder of the flashing reinforcing sheet that extends over the cant and roof level. Using a Leister Hand Welding Tool, seal the laps between flashing reinforcing sheets. After the final roofing ply has been applied to the top of the cant, prepare the surface area that is to receive flashing coverage by torch heating granular surfaces or by application of asphalt primer; allowing primer to dry thoroughly. Torch apply the flashing into place using three foot widths (cut off the end of roll) always lapping the factory selvage edge. Stagger the laps of the flashing layer from lap seams in the reinforcing layer. Extend the flashing sheet a minimum of 4 inches beyond the toe of the cant onto the prepared surface of the finished roof and up the wall to the desired flashing height. Check and seal all loose laps and edges. Nail the top edge of the flashing on 9 inch centers. (See manufacturer's schematic for visual Interpretation). CONTRACTOR INITIALS MALL INITIALS 23 #07 -008 1. Catalyzed Acrylic Resin Flashing System: Install the liquid - applied primer and flashing system in accordance with the membrane system manufacturer's printed installer's guidelines and other applicable written recommendations as provided by the manufacturer. J. Use of Metallic Powder: Broadcast metallic powder over all bitumen overruns on the metal foil membrane surface while the bitumen is still hot to ensure a monolithic surface color. K. Water Cut•Off: At end of day's work, or when precipitation is imminent, construct a water cut -off at all open edges. Cut -offs can be built using asphalt or plastic cement and roofing felts, constructed to withstand protracted periods of service. Cut -offs must be completely removed prior to the resumption of roofing. 3.06 RELATED COMPONENTS • INSTALLATION A. Lead Pipe Flashings: Completely prime the lead flanges and allow to dry prior to installation. After the base ply has been applied, set the flange in mastic and strip -in the flange using the stripping -ply material, extending a minimum of 4 inches beyond the edge of the flange. Terminate the finish ply at the flange - sleeve juncture of the pipe flashing. SEE ITEM: SEALANT for finish of this detail. B. Lead Drain Flashings: Completely prime the lead drain flashing and allow to dry prior to Installation. After the base ply has been applied, set the lead flashing sheet in mastic and form to turn down inside of the drain bowl. Ply -In the perimeter of the lead flashing using an additional layer of the base ply material, overlapping the perimeter of the lead a minimum of 4 inches. Terminate the finish ply to extend beneath the clamping ring seal. Install the clamping ring with all bolts in place. C. Small Pipe Supports: Support all gas lines and conduits which are a maximum of 1 inch diameter and run horizontally over the roof membrane surface using wood blocking and the manufacturer's walktread - roof protection material. The blocking shall be 4 inches by 4 inches by 12 inches in size. Cut each walktread pad to a size which extends a minimum of 2 inches beyond the perimeter of the blocking. Loosely secure the pipe to allow movement over the 6 inch center of each block; the spacing for the blocks shall be of adequate distance to prevent sagging of the pipe and to prevent the pipe from coming into contact with the new roof assembly. Set the walktread dry over the new roof assembly. Set each pipe support block dry over the walktread pad. D. Walktread: Cut the walktread Into maximum 5 foot lengths and allow to relax until flat. Adhere the sheet using the specified plastic cement. Apply the specified cement in a 3/8 inch thickness to the back of the product in 5 inch by 5 inch spots in accordance with the pattern as supplied by the walktread manufacturer. Walk -in each sheet after application to ensure proper adhesion. Use a minimum spacing of 2 inches between sheets to allow for proper drainage. E. Sealant: Caulk all exposed finish ply edges at the transition to metal fleshings incorporated into the roof system with a smooth continuous bead of the specified sealant. 3.07 SPECIAL CONDITIONS A. Site Condition: Leave all areas around job site free of debris, roofing materials, equipment and related items after completion of Job. CONTRACTOR INITIALS MALL INITIALS 24 #07 -008 B. Notification Of Completion: Notify the manufacturer by means of manufacturers printed Notification of Completion form of job completion in order to schedule a final inspection date. C. Final Inspection 1. Post - Installation Meeting: Hold a meeting at the completion of the project, attended by all parties that were present at the pre -Job conference. A punch list of items required for completion shall be compiled by the Contractor and the manufacturer's representative. Complete, sign, and mail the punch list form to the manufacturer's headquarters. 2. Drain Verification: At final inspection of all work, verify that all drains and scuppers, are functioning properly. Ensure that roof drains have adequate strainers. 3. Air Handling Units: Reconnect all ductwork, electrical and supply connections. At final inspection, verify that all connections are restored to a complete working, watertight, and safe condition, following SMACNA standards. D. Issuance Of The Guarantee: Complete all post installation procedures and meet the manufacturers final endorsement for issuance of the specified guarantee. CONTRACTOR INITIALS MALL INITIALS 25 #07 -008 CONTRACTOR INITIALS MALL INITIALS 26 #07 -008 CONCRETE CURB FLASHING WESTFIELD SOUTHCENTER SEATTLE, WASHINGTON THIS DETAIL IS PROVIDED 10 ADDRESS AN EXISTING CONDITION, AND IS APPROVED ONLY FOR THE ABOVE REFERENCED PROJECT. PARAPRO 123 FLASHING SYSTEM PARAFOR 50 LT (torch apps /) PARADIENE 20 SA (fully adhere and prime with PA-1125) EXISTING SUR ROOF SYSTEM (prime with PA•1125) RIGID INSULATION — J (PARAPRO FLASHING MEMBRANE CAT /.I.YZED RESN SURFACING uARAPaO CA'ALYZEP (opYaMd RESIN c` r'•si,'i'i `'',• ,c;ri f �. ?I. r(a `CC SATURATED FLEECE NOTES: 1. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN SIPLAST SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE DRAWING, 2. THE ABOVE DETAIL IS FOR THIS PROJECT ONLY ANO 18 PROVIDED AS A GUIDELINE FOR A 11001' TIE - OF AN EXISTING SUR TO A SIPLAST PARAPRO SYSTEM. 7. REQUIREMENTS ANO RECOMMENDATIONS DETAILED IN SIPLAST SPECIFICATION$ SHALL APPLY IN ADOITICN TO THE ABOVE DRAWIND. PRIME WITH PRO PRIMER W 1 CONCRETE (prime surface to receive Porapro with Pro Primer W) N.T.S. siplast Siplast - 1000 East Rochelle Boulevard - Irving, Texas - 75062 -3940 (800) 922 -8800 FAX: (469) 995 -2206 www.siplast.com Ref : 11- curb - Westfield Date: 06.16.06 CONTRACTOR INITIALS MALL INITIALS 27 #07 -008 TIE -IN: VERAL TO PARADIENE SYSTEM - SLOPED ROOF CONFIG. EXISTING VERAL SYSTEM PARAPRO FLASHING MEMBRANE (fully adhere to prepared surface) EXISTING VERAL ALUMINUM (remove aluminum foil surfacing) PARADIENE 20 TG (fully adhere) PARADIENE 30 TG — (fully adhere, prepare granule surfaces) k_ 3" _. 1" PARADIENE 20 TG (dry on plywood, fully adhere to roof surfaces) 6^ ��� ���OUv,�„>urr�w�a�vie��iau utuew�n 4 „ �� ///i.�'��////� %'�1///d/)2 f VERAL ALUMINUM (torch to prepared surfaces) NOTES: 1. PREPARE FOIL SURFACES UNDER VERAL FLASHING BY APPLICATION OF PA•112S PRIMER. COMPONENTS 2. THE SiONEa' FABRICAT SHOWN FABRICATION DEPICTS SHCP EDANSTK O ACCORDING TO GENERALLYACCEP ED INDUSTRY PRACTICES, STANDARDS AND APPROVALS. 3. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION SHOULD BE SEPARATED. t. REOVIREMENTS AND RECOMMENDATIONS DETAILED IN SIPLAST SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE CRAWINO. N.T.S. siplast Siplast • 1000 East Rochelle Boulevard • Irving, Texas - 75062 -3940 (800) 922-8800 FAX: (469) 995 -2206 www.slplast.com Ref : 11- tie -in Westfield Date: 06.16.06 06-05 -2008 BRIAN STOREY 18908 HIGHWAY 99 SUITE B LYNNWOOD WA 98036 Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, er Marshall Permit Technician xc: Permit File No. D07 -470 City of Tukwila RE: Permit No. D07 -470 327 SOUTHCENTER MALL TUKW Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the 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 issuance, 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 International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writini 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 07/13/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DEPARTMENTS: i : g • Ivisl Public Works ❑ Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -470 DATE: 12 -19 -07 PROJECT NAME: GENE JUAREZ RE -ROOF SITE ADDRESS: 327 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued pox/ 12, i ire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division Permit Coordinator DUE DATE: 12 -20 -07 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROJJTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -17 -08 Approved El with Conditions N ot Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28.02 License Information License SOUNDRS932J3 Licensee Name SOUND ROOF SERVICES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602709020 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 18908 HWY 99 STE B Address 2 City LYNNWOOD County SNOHOMISH State WA Zip 98036 Phone 4256724730 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/23/2007 Expiration Date 4/23/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date STOREY, BRIAN PRESIDENT 04 /23/2007 STOREY, BRIAN SECRETARY 04 /23/2007 STOREY, BRIAN TREASURER 04 /23/2007 WILLIAMS, MIKE VICE PRESIDENT 04 /23/2007 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SOUNDRS932J3 01/03/2008 )71 a 11 - uka..f - e- •a _ 921gF E FILE COPY Pent* No. DOI A- Plan review approval le *Media anon and ardssions. Approval of consbuctlon documents does not adhodze the violatbn of any adopted code or adlnanoe. Receipt of approved Field copy and condom ludo:m*1.418d: By De 1-a3-497 (My of 'Tukwila g4 BUILDING DIVISION gO C1 5 Ev.`1)fixeiti fo3 6 _6 go V' 5 77' I 0 - b0'7 LI 7 0 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 RECEVEr DEC 1 9 2607 PERMIT CENTEh tJ co, a