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RF-07-2437Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Numb Inspection Date: 04/09/2008 Inspector: Grande, Claudio Owner: NEWMAN, MARY Job Address: 140 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Cl� Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060132850 Lot: Phone: 305/981 -7663 Building Department Comments 1 -30# 1 -CCW WIP 100 3 X 3 ENGLERT SERIES METAL PANEL (SEBASTIAN) COLOR DOVE GRAY • A 13000 ®1 ® ®� rQ� A ' Passed ' itr Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, April 8, 2008 Page 2 of 2 FEDERAL ENGINEERING & TESTING CORPORATE OFFICE 250 S.W. 13th Avenue Pompano Beach, FL 33069 (954) 784 -2941 March 7, 2008 Paul Bange Roofing 7000 SW 21st Place Davie, FL 33312 RE: VISUAL ROOF INSPECTION Newman Residence 140 NE 95th Street Miami Shores, FL 33138 Dear Sirs: 1798 Agora Circle S.E. Palm Bay, FL 32909 1- 800 - 848 -1919 Job Order No. 08 -740 Pursuant to your request, Federal Engineering & Testing has completed a visual rooftop inspection on 3/3/08 at the above referenced site. The purpose of our inspection was to verify that the underlayment roof system attachment complies with the Florida Building Code 2004 Edition. Two 2'x2' areas were removed to provide access to the underlayment roof system. One layer of Versa-shield fire barrier was overlain by a titanium UDL base sheet. Both sheets were mechanically attached to the wood deck with annular ring shank nails and tin tags spaced 12" o/c in the field of the sheet and at 6" o/c at the laps. Head laps were observed to be 3" and side laps were observed to be 6 ". Poly Glass Peel & Stick cap sheet was self adhered to the underlying base sheets. Head laps were observed to be 3" and side laps were observe d to be 6 ". All inspected areas were found to be in compliance with the Florida Building Code, 2004 Edition. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, give us a call. Very truly yours, 7 //Wt. ,Z /13"-. Keith LeBlanc, P.E. Federal Engineering & Testing Florida Reg. No. 59394 Quality Assurance Since 1989 FEDE L ENGINEERING & TESTING CORPORATE OFFICE 250 S.W. 13th Avenue Pompano Beach, FL 33069 (954) 784 -2941 March 7, 2008 Paul Bange Roofing 7000 SW 21st Place Davie, FL 33312 RE: VISUAL ROOF INSPECTION Newman Residence 140 NE 95th Street Miami Shores, FL 33138 Dear Sirs: 1798 Agora Circle S.E. Palm Bay, FL 32909 1- 800 - 848 -1919 Job Order No. 08 -740 Pursuant to your request, Federal Engineering & Testing has completed a visual rooftop inspection on 3/3/08 at the above referenced site. The purpose of our inspection was to verify that the underlayment roof system attachment complies with the Florida Building Code 2004 Edition. Two 2'x2' areas were removed to provide access to the underlayment roof system. One layer of Versa - shield fire barrier was overlain by a titanium UDL base sheet. Both sheets were mechanically attached to the wood deck with annular ring shank nails and tin tags spaced 12" o/c in the field of the sheet and at 6" o/c at the laps. Head laps were observed to be 3" and side laps were observed to be 6 ". Poly Glass Peel & Stick cap sheet was self adhered to the underlying base sheets. Head laps were observed to be 3" and side laps were observe d to be 6 ". All inspected areas were found to be in compliance with the Florida Building Code, 2004 Edition. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, give us a call. Keith LeBlanc, P.E. W/7 7.D io Federal Engineering & Testing Florida Reg. No. 59394 Quality Assurance Since 1989 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAGLER. BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Birdview Skylights. 201 Longhorn Rd. Fort Worth, TX 76179 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fads to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Ilgh Velocity Hurricane Zone of time Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. E13696, model "6SFD -DADE ", sheets No 1 of 1, prepared by Birdview Skylights dated 07/26/00 with no revisions bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein and the done shall be properly markixi by GE Plastics. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERNDNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or mire of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its mntrety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0524.02 it consists of this page 1 & approval document maimed above The submitted doom was reviewed by Candi ont, P.E. NOA No 03- 0303.11 Expiration Date: July 02, 2008 Approval Date June 05,2003 Page 1 Birdview Skvlinhts, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) . A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD-DADE", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Misslle Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by Miami Testing Laboratory, report No. K -49362 issued on 09/10/96, signed and sealed by D. G Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21 /96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 0718.02 issued to General Electric Company on 09 /08 /2000,expiring on 07/02/2003. 2. Extrusion drawings No. BVS- X10947 -A & BVS 8554 by Tel Tower Extrusions, LTD for Birdview Skylights. E. STATEMENTS 1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird. 2. No change letter issued by Birdview Skylights on 02/11/03 and signed by G E. Bird E -1 Candido F, Font, P. E. Senior Product Control Examiner NOA No 03-030311 Eipiration Date: duly 02, 2008 Approval Date: June 0S, 2003 1.50" 1. 2375' OUTER POLYCARBONATE DOME (GE LEXAN XL1 O) .118" THICK ' INNER POLYCARBONATE DOME (GE LEXAN 9034) .090° THICK ' .E. SIUCONE ADHESIVE SEALS(SCS 1000) 110 X 1° HWHSD WITH NEOPRENE WASHER LOCATED 4° FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER 10%OFSPAN,4 "MIN. 7.0° 4" MINIMUM SEE 4 GENERAL NOTES #2 1 -- 3.0" DADE COUNTY ACCEPTANCE NUMBER 00-0924.02 BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 201LONGHORN RD. FT. WORTH TX. 76179 Ph. 817434.9266 Fx. 817-232-8468 DRAWING# E8696 REV. 00 SHEET 1 OF 1 DRAWN BY E. BIRD DATE: 7 - 26 - 00 MODEL 6SFD -DADS SCALE: FULL 6.0" APPROVED MODELS & SIZES MODEL SIZE NUMBER ROOF OPENING 6SF131818 141/4° X 141/4" 6SFD1820 • 141/4" X 16114" 65F01826 • 141/4 "X22 1/4° 6SFD1834 ' 141/4° X 301/4" 6SFD1850 • 141/4° X 461/4" 6SFD2424 • 24" X 24° 65FD2436 ' 24' X 36" 6SFD2626' 221/4" X 221/4" 6SFD2634 - 221/4" X 301/4" 6SSFD2638 • 221/4" X 341/4° 6SF02650 • 221/4" X 461/4" 6SFD3434 ' 30 1/4" X 30 1/4° 6SFD3450 301/4" X 461/4" 6SED3636 36° X 36" 6SFD5050 461/4"'X 461/4" 4 DESIGN PRESSURE RATING POSITIVE + 56 PSF & NEGATIVE- 67 PSF LARGE MISSILE IMPACT RESISTANT ROOF OPENING DIMENSION GENERAL NOTES: 11. ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER 34 OF THE S.F.B.C. 2.4° MINIMUM DISTANCE FROM ANGLE UP TO ROOF SURFACE IS FOR SHINGLE OR BUR WITHOUT INSULATION. FOR INSULATION AND ROOF TILES, ADD THE TILE HEIGHT AND THE INSULATION THICKNESS TO THE 4° MINIMUM HEIGHT. PRODUCT RENEWED as compLyttg MtlttlmBluddr AmAssma IYoO_ -i ,.r.11 Essireva .070" EXT. ALUMINUM ANGLE(606343) CONTINUOUS 101-64 SANTOPRENE RUBBERGASKET #1115 CONDENSATE GUTTER WITH .25" WEEP HOLE LOCATED AT EACH CORNER #10 X 3/8 STAINLESS STEEL HWHSMS LOCATED 4° FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER .090" EXT. ALUMINUM (6063 -T5) CURB FRAMING NOTE: ALL ALUMINUM TO BE 6063 -T5 ALLOY FULLY MITERED AND WELDED AT CORNERS ROOF DECK AND SUPPORT (DESIGNED BY OTHERS) •• SEE GENERAL NOTES #1 #14 X 1° PAN HEAD LAG SCREW 4.0" FROM EACH CORNER, MAXIMUM ON CENTER 12° APPS AL.COMPL WIT TIE sown - Imo,, , ii ')I CON =OE HMO CODE COMM OEB AMMO LLG1A-OS2�„ 4! 2000 "T- 5/8" PLYWOOD DECK VIPIN N. TOLAT, P.E. REGISTERED CIVIL ENGINEER FLORIDA REG.12847 SyeAr ti 7 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 t on N tuber: ' IN P -691 7 Permit Number: ;RF- -07- 2437'' Inspection Date: 02/25/2008 Inspector: Grande, Claudio Owner: NEWMAN, MARY Job Address: 140 95 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: PAUL BANGE ROOFING, INC. Permit Type: Roof Inspection Type: Nailing Affidavit Work Classification: Roof - New Phone Number Parcel Number 1132060132850 Lot: Phone: 305/981 -7663 Building Department Comments 1 -30# 1 -CCW WIP 100 3 X 3 ENGLERT SERIES 13000 METAL PANEL (SEBASTIAN) COLOR DOVE GRAY r;S FEB 26 2000 Passed / / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, February 25, 2008 Page 2 of 2 SHEATHING - AFFIDAVIT Job Address: Il LAO. NE C, 5 S . Permit No.: Name of Roofing Company: 'i �i Qr�� o ri License No. CCC-03360l �. aN; e_ 333q Name of Qualifier: ..,014..A lye \J(� Address: -1 0 0C3 S k. Q L CA.n ,. do hereby affirm: = (Print Name .of.Qualifier). That I. have personally inspected the re- nailing. of the-existing. roof sheathing as. : required by Florida Building Code (FBC) .Section 2322.2:8 for the area covered by the roofing permit referenced above and further state that the re-nailing of the sheathing • meets the requirements' of the current edition of the Florida Building Code sections 2322.2... FBC Section 2322.2.2 Board roof sheathing shalt have a net thickness of not less than % inch- when the span its not more than 28 inches or 5/8 inch when the span is not more than 24 inches, shall have staggered joints and shall be nailed with 8d• common nails not less than two in each 6 inch board nor three in each 8 inch board at each support: - FBC Section 2322.2.8 When existing roofs are re- roofed to . the point that the existing roofing is removed down to the plywood sheathing, the existing roof sheathing shall be re- nailed with 8d common nails (0.131 diameter by 2 -1/2 "- long with a 0.281 diameter full round head). Power driven 8d nails shall be of the same dimensions. Nail spacing shall be six inches on center at panel edges, six inches on center at intermediate supports, and•where applicable '10d nails four inches on center over gable ends and sub- . fascia. •.� eners be utilized to achieve such minimum spacing. �—` `/ Qualifier/ WU 1 111P PLA i1 /. t , having first been duly sworn, does affirm . (Print Name of Quali er/ ontractor) the statem above to be true and correct by his own personal knowledge. gnature* Date Notary Personally known to . .. 901 �,�' id� 4,3a (Seai/al p),ce.',n,c 12,00-355-7411 ate Produced•photo ID - Type of ID * An owner/builder acting as contractor is considered the qualifier for this code. 154 BUILDING PERMIT AP FBC 2004 Miami Shores Village wilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: - (305)_ 795.2204. Fax: (305) 756.8972 LICA`I'ION Permit No�., a —Or") —a 93'7 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Sim s le Titleholder) mar y N et ,,rY-o..r> Phone # Owner's Address 14 • NE OF) SA-. y City 'f`fl'tr►cr∎. ,.%0 e5 State �' L Zip 33 13'8 Tenant/Lessee Name Phone # Job Address (where the ork is being done) 14 0 NC. 9 5 sA- City Miami Shores Village County Miami -Dade Zip ,_ 3313 V FOLIO / PARCEL # \ — 3a0ic• —01 — tR% So Is Building Historically Designated YES N0_4____ Contractor's Company NamleRo►c�\ ?Do-n°.4— l Q $ j J ` Phone # qS 4 9 % -7663 Contractor's Address "1 000 ,e1 State Qualifier Name qou.. i . State Certificate or Registration No. C 33 6 `; Certificate of Competency No. City °Ar k zip 33 31') Phone # 45 `-1 $1- ') 663 Architect/Engineer's Name (if applicable) Phone # Value of WOrk For this Permit $ X O O o Type of Work: ['Addition Describe Work: Square / Linear Footage Of Work: J, L O o ['New ►. Repair/Replace 0 Demolition * * * * * * * * ** * * * * * * * * * ** * **** * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * *** * * ** Submittal Fee $ Permit Fee $ 0 S CCF $ CO /CC Notary $ g B � - Technology Fee $ Scanning $ 6 m raining/Education Fee $ Radon $ DP BR R $ ' Zoning $ Bond $ Code Enforcennen 5 2008 Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that -no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING," SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site . for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The fore day of , 20 , by , day of who is personally known to me or who has produced who As identification and who did take an oath. NOTARY PUBLIC: Le5 ontractor ing instrument was acknowledged before me thi 20M by own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign. Print: Print: p My Commission Expires: My Commission Expires: oa .9< :- Benda Lynn O'Brien • • �.. Q Expires: Jun 20, 2008 s9i •.. 'e`' Bonded Thu 'FQ' e��,` Atlantic Bonding Co., Inc. APPLICATION APPROVED BY: ! ��' Plans Examiner Engineer Zoning (Revised 02/08/06) Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form on D (Ste d Roof System) Roof System r ' u acturer: C ; L 1 N RECEIVED , �. Noticordf Acceptance Number: 1 '� �$� � . )5 . Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:' JO. P2:- 106.x1 P3: --- 1OL.i Maximum Design Pressure (From the NOA Specific System):— IQ 3 .5 Method of Tile Attachment: 1'Yle.Chcut i ca \V Steep Sloped Roof System Description Roof Slope: :12 Deck Type: Wood AK Underlayment Type: Insulation: IDL Art urn CC-L W if i F3n Fire Barrier: Ridge Ventilation? NlA Ve.rs4�erla Fastener Type & Spacing: Adhesive Type: vo -7- 7 Mean Roof Height: L AP L. in Ct f Sin_ on Qr\mek ►r Cap Sheet Type: Roof Co Miami Shores Village BY DA T N\• qty ly Sea.F P lm r ering: Drip Edge pe & Size: 1111F7,0 SUBJECT TO COMPL N. TH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 In, e4vt dry ? a Sq 3Q MIAIVI AI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Interwrap, Inc. 32923 Mission Way Misssion, BC, Canada V2V -6E4 140 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted b) the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The M Division (In Miami Dade County) and/or the AHJ (in areas other than Mi have this product or material tested for quality assurance purposes. If this pr the accepted manner, the manufacturer will incur the expense of such tes revoke, modify, or suspend the use of such product or material within their j to revoke this acceptance, if it is determined by Miami -Dade County Product material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply! with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium -UDLTM iami -Dade County Product Control Dade County) reserve the right to uct or material fails to perform in g and the AHJ may immediately sdiction. BORA reserves the right ontrol Division that this product or LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless !otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has ben filed and there has been no change in the applicable building code negatively affecting the performance off this product. TERMINATION of this NOA will occur after the expiration date or if there s been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this N A as an endorsement of any product, for sales, advertising or any other purposes shall automatically to this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of N A. ADVERTISEMENT: The NOA number preceded by the words Miami -Dad County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion off the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 03- 0307.02 Expiration Date: 08/08/08 Approval Date: 08/08/03 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofmg Snb- Category:, 07520 Underlayment Material: Synthetic polymers 1. SCOPE This acceptance is for Titanium -UDLTM Underlayment as manufactured by Interwrap, Inc., as described in Section 2 of this Notice of Acceptance, for use with approved prepared roof assemblies. 2. PRODUCT DESCRIPTION Product Dimensions Titanium -UDL 48" x 250' rolls Test Product Specification Description TAS 104 Woven synthetic polymer underlayment two sided coated with protected and anti -skid resistant polmer.stbilized polypropylene on both sides. 3. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Nane/Report Date Intertek Testing Services #3031783 TATS 104 02/19/03 4. LIMITATIONS 3.1 Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 3.2 This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3.3 Titanium -UDLTM shall not be hot mopped, refer to manufactuter's published literature for product compatibility. 4. INSTALLATION 4.1 Titanium- UDLTMshall be installed in strict compliance with applic ble Building Code. 4.2 Titanium -UDLTM shall be installed with a minimum 4 -inch head la in a single layer fashion. 43 Titanium -UDLTM shall be fastened with corrosion resistant tin -cap and 12 gauge 1 ' " annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll. 4.4 Titanium -UDLTM is a component used in roof assemblies. Roof .ssemblies are approved under specific assembly Notice of Acceptance. NOA No.: 03- 0307.02 Expiration Date: 08/08/08 Approval Date: 08/08/03 Page 2 of 3 4.5 Titanium -UDLTM may be used with Asphaltic shingles, Wood shakes and shingles, Non- structural metal roofing, and quarry slate. Titanium -UDLTM shall not be used as roof tile underlayment. 4.6 Titanium -UDLTm may be used with any approved roof coverin Notice of Acceptance listing Titanium -UDLTM as a component part of an assembly in the Noti a of Acceptance. If Titanium - UDLTM is not listed, a request may be made to the Authority Ha ' g Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for appro 1 provided that appropriate documentation is provided to detail compatibility of the products, Wind uplift resistance, and fire testing results. 4.7 For fire classification of specific roof assemblies using Titani -UDLTM refer to a current Approved Roofing Materials Directory for fire ratings of this prod ct. 5. LABELING 5.1 All packaging shall bear the imprint or identifiable markingcof the manufacturer's name or logo and yellow line to identify the ASTM Standard designati n. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materiat. END OF THIS ACCEPTANCE NOA No.: 03-0307.02 Expiration Date: 08/08/08 Approval Date: 08/08/03 Page 3 of 3 v ktt1 tkce L0(4 rK 0et(1 BUILDING PERMIT AP FBC 2004 Permit Type (circle) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. f Ul -024 31 5 r I DEC 0 2001 i B LICATION Master Permit No. Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Mari N e...l,Jnnarl Phone # 305 159 - O. 3yS Owner's Address \ /AO E s 5� . iY s c nr�: S),..oYt City State C L Zip 33 t3 Tenant/Lessee Name Phone # Job Address (where the work is being done) -i O J\JE qS St City Miami Shores Village County Miami -Dade FOLIO / PARCEL # \ - 3a0 kz,- 0)3- ac6 s Zip 33)3r6 Is Building Historically Designated YES NO Contractor's Company Name RcL% j Cute__ '∎ his Contractor's, Address 0 va SW a \ et- • City 'Pa \ State CI-- Qualifier Name Raba c State Certificate or Registration No. CCC03,36C\ Phone # y - 115 i 6 3 LiSk 'tt4- LiM zip .3331 Phone # Architect/Engineer's Name (if applicable) N.\ Value of Work For this Permit $ -1Q) % %0 Type of Work: ['Addition Describe Work: 2 +c fit. FAA Certificate of Competency No. Phone # Alteration Ct.r3 Linear Footage Of Work: 5 b O :New ❑ Repair/Replace ❑ Demolition \—\ferSek.S co.16 Seba►,SAc f. Se NA_ 0 re.■\ ******** * * * * * * * * * * * * * * * * * * *** *** * * * **** Fees * * * * * * *** * * * * * * * * * * * * * ** * ** * * *** * * * * * * *** ** Submittal Fee $ Notary $ $ 'I p�- Scanning Bond $ Permit Fee $ 3I -75� CCF $ *2c00[,� Training/Education Fee $ 14.7 Technology Fee $ l . 5 D �/ CO /CC Structural Review. $ Radon $ DPBR $ Code Enforcement $ Double Fee $ JAN Total Fee Now Due $ Zoning $ See Reverse side -� C€114( Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N1 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR. LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatuw 4 caner or Agent The fore o ent was acknowledged - fore me this day of who is personally known to me or rd The fore oing instrument was aeknow edged before me this 3 day of 2a� by7 / Piet, o has produced who is personally known to me or who has produced As identification and who did take an oath, as identification an d who did take an oath. °ter t �s�l tt.af,,,, i itAi(N � "d9, NOTARY PUBLI i` Sign: Print: Sign: Print: • My Commission Expires: My Commission Expires: **** * * * * * ** * ** *** * ** * ** ** * * * ** * * *** ******************************* * * * * * * * * ** ** * * * ** * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning 7ffiasti 54o11e4 Vale Wt. V041 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION DEC 0 5 2001 r I3 Y: �— ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. °o: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 te: Owner's Name: Property Address: Date: I D- -6") /yo A/4 .7c sy ,1,4071 S./16 '1-S Roofing Permit Number: )ear Building Official: certify that I am not required to retrofit the roof to wall :onnections'of my building because: - The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please tttach proof of ad valorem taxation. 7 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or vith the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) I;4,_ t /i 3ignatu e State of Florida ;ounty of Dade o�Y. ?UB`; Ronda Lynn O'Brien = Commission #DD330790 a•. "`;').V Expires: Jun 20, 2008 Bonded Thru ,, `" Atlantic Bonding Co., Inc. e, inr- 0041 Print Name he undersigned, being the first duly sworn, deposes and says that he /she is the Otto ' for the above lroperty mentioned. Sworn to and subscribed before me this I day of Lynn O'Brien Commission #DD330790 Jotary Public, Sate of Florida at Large `'. ,,�.�.,oQ; )✓xpires: Jun 20, 2008 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00,'a "iklDuilf ►; y+p�tr,tpfed with BC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. 7000 AW 21st PLACE DAVIEY FL 33317 N. BROW: (954) 566 -ROOF (7663) S. BROW: (954) 981 -ROOF (7663) FAX: (954) 964-ROOF (7663) -. s ,o Ei33 9'�- 2fl ra• a STATE CE fi,LICENSED AND INSU 13 lrw • MegbYi of v---- Proposal Better Business Bureau PROPOSAL SUBMITTED TO DATE 11/19/2007 PHONE (305) 754 -9345 NAME Newman Mary JOB NAME Newman Mary STREET 140 ne 95 st STREET 140 ne 95 st CITY Miami Shores STATE Florida ZIP 33138 CITY Miami Shores STATE Florida ZIP 33138 We hereby submit specification and estimate for Tear off and dispose of exisiting Reroof - Slope and Flat and cottage Col. e. (:10%)e-- 6r9y ) the and flat roof on both house Re -nail existing sheeting as per South Florida Building Code Install one layer of 301b astm felt with Install one layer of Versashield fire barrier Install 24 ga G -90 steel panel roof system Galvalume mil finish Install G -90 stell transition metal and fleshings at transition points Install new deck -tite flashing boots at all plumb stacks Install IB 60 Mil CPA membrane system Mechanically fastened Install 24 ga CPA coated perimeter dripedge metal at perimeters Vulcanize all seams with robotics lister welder hand probe all seams. *Note* Rotted existing deteriorated sheeting at $4.00 per sq foot *Note* Rotted fascia to be replaced at $8.00 per linear foot. Proposal Includes Skylite replacement, permit, tax and dump fees Englert Metal roof System Is has a manufacturers 30 year material warranty IB Flatroof system has a manufacturers Ilfetime labor and material warranty We hereby propose to furnish labor and materials complete in accordance with he above specifications for the sum of Seventy Thousand Eight Hundred Eighty Dollars dollars ( $70,880.00 ) Method of Payment to be made as follows: No Deposit: To be paid In full day of completion *°*********Note Wood decking has been water compromised and a additional wood replacement bill could excede $ 5,000.00 NOTE TO BUYER, GENERAL CONTRACTOR OR OWNER: Paul Bange the above specifications. A deposit of $0.00 is hereby required Roofing Inc. upon acceptance be cancelled unless workmanship for a reasonable to approval) and practices. charge over and to carry insurance the work, but cannot not be held responsible PROPERTY. We Paul Bange Roofing will be replaced Authorized Representative hereby proposes to furnish the above and the balance as work progresses accepted within ten days; from for a period of 0 on all repairs, • labor and in direct the date issued. but all materials costs and other for damage or interior damages �`'~ materials in accordance ratio to work completed. reserves the right to warranties are null and furnished will be as of our agreement All casualty losses. to sidewalks, foliage, of the premises. do e roof by mage Ito any lumber with supervise void. specified and agreements CUSTOMER other by Payment in full to be made upon completion of the job: this estimate may WARRANTIED TO ORIGINAL OWNER Paul Bange Roofing Inc. warrants or inspect all work subsequently performed by other parties to the roof, Warranty is transferable to new owner upon written application (subject work is to be completed in a workmanlike manner according to standard Any alteration or deviation from above specifications will become an extra contingent upon strikes, accidents and delays beyond our control. Owner Paul Bange Roofing, Inc. will exercise reasonable care when performing shrubbery, screening, pipes or cables, above or below ground. We will IS URGED TO COVER FURNITURE _OTHERWISE PROTECT THEIR tradesmen or parties. Owner to be responsible for location of septic tank. termites, carpenter ants, or any other wood boring insects. Such wood THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL fee. Without this supervision or inspection, payment of 10% of contract price. All above the estimate of labor and usual against fire, tomado, vandalism, be held responsible in any manner for water damage to the exterior cannot assume responsibil for any Inc. cannot be held res obi,: ible at an additional charge.__ j SIgnature /'� G' Name S IliMbom 4 / ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work outlined above. This proposal has the power of a contract when signed and accepted. I have read and agree to the terms and Signature . 4- ACCEPTED as specified. conditions Date Payment will be as stated above. made as c 07____ IE i4 71 PRINT NAME °T' 'F ,,,,,y,,-. a M d„°y t.. 1 eThis proposal is made for immediate acceptance (void f not accepted within 30 days) and is subject to withdrawal without notice. It is made with the understanding thaf.if accepted by the owner and approved by PAUL BANGE ROOFING INC., or its duly authorized representative, as provided upon the reverse side hereof, thefollowinn conditions are agreed to: (1) Upon acceptance, the proposal shall become a contract binding upon both the owner and PAUL BANGE ROOFING INC. (Hereinafter called °Company°)and d shall be construed according to the laws d the State Florida. The Company reserves the right to use the owner's name, in any advertisement. (2) The Company shall not be liable for damages forfailure to perform orfor any delays in performance hereof If suchfallure or delay is caused directly or indirectly, by Acts d God or cf Gcwemment, strikes, Iodcouts, or other industrial or labor disturbances, embargoes (whether or not such way, blockades or embargoes may exist as d the date hared), epidemics, explosions, fires, floods, sudden rains, storms, inclement weather, delay in receipt d materials from sources d supply, shortage of supply d material or labor, delays in transportation, or any cause or causes bey and the reasonable control of the Company, whether or not similar in nature to thosecauses herein above specricaly enumerated. The place d fabrication, the method and routing shipment, and the place or price d purchase d all or any part d the materials to be included hereunder shall be at the sole discretion d the Company. The Company will exercise reasonable care when performing the work, but cannot be held respansible in any mannerfor damage to sidewalks and driveways, foliage, septic tanks, shrubbery, screening, pipes or cables above and below ground. The Company will not be held responsible for water damage to the exterior or interior d the premises. Owner is urged to ccverfumiture and otherwise protect Owner's property. The Company will not be responsible for any damages done to the rod by plumbers, electricians, air conditioning persons, fumigators or any otherltradesmen. The Company reserves the right to correct any and all problems from or arising out d the performance d this contract where the Company Isfound responsible. The Company does not authorize personnel other than that d the Company to perform these services. (3) In the el ent d a wand between the terms and conditions d this proposal, and the terms and conditions stated in the plans and specf!cations, the terms d this proposal shall gov em. No payments may , be withheld by the Owner pending adjustment d liability for alleged def ede or the cost d correcting the same. Strict compliance by Owner with provisions cf this paragraph shall be a condition precedent to the recovery from the Canpany d any sum in respect d any defective materials or workmanship. (4) Terms d payment shall be designated on reverse side hered. The title to all, materials covered hereby shall remain in the Company until the purchase price hereunder has been fully paid in cash. There shall be no guarantees, or liabilities on the Company Elf ter the work is comdeted, except as may be provided in this proposal by a reference to specications covering the proposed work, or as may be provided specficaly in this proposal, however, arty such reference and/or pro/talons shall be strictly construed only as an obligation on the Company to Issue a written guarantee upon completion of work. And it is mutually] agreed that all guarantees to be binding upon the Company must be in writing whether issued voluntarily or in accordance with this proposal, and that whenever the Compfry upon completion d the work as provided, shall Issue to the Owner, such a written guarantee, the liability d the Company shall be limited to the terms and provisions d such guarantee and corfined to the work actually done hereunder, and in no event shall a guarantee impose upon the Company any liability for damages caused by tempt or wood destroying organisms, fire, tomacb, hail, hurricane, or other extraordinary causes beyond the control d the Company norforthe damage to the building upon or in which such work is done; norforany damage to said work caused by settlement, warping distortion, orfailure d roof deck, sheathing walls, partition walls, ceilings orfoundatic�n d said building, norforfailure d any materials or integral part of said building used As a base, attachment to, orfor said work; horfor damage to the interiorf umiture and f urea, decorations, stock or equipment due to leakage or otherwise. It is f urther'agree)#thatih the event the Owner, upon final settlement to the Company falls or neglects to require such a guarantee as may have been anticipated by the parties hereof, the same shall be construed as a waiver b/ the Owner of all rights under the predicatedlguarantee. (5) From and d ter shipment by the Company dthe materials covered hereby, the Owner shall assume, pay or and indemnfy the Company against any and all damage to or loss or destruction d such materials, including the contract value d any work performed thereon or. in res t thered subsequent to shipment thereof, by any cause whatsoever (except causes directly attributable to the negligence of Company employees or agents) Irrespectived whether or not the same may then be in any wise and to any extent erected, completed or accepted, and whether or not any part d the purchase price hereunder shall theri be accrued. (8) Contractual provisions pertaining to asbestos- related construction work. This proposal is based on the a:(sumptlon that the existing rod does not contain asbestos or any material containing asbestos. Contractor is not engaged in tii8ridentfication, abatement, encapsulation Or removal d asbestos or asbestos- containing materials and will not be responsible for asbestos abatement or removal, or any costs associated with said encapsulation! removal or abatement. In the event that asbestos or material containing asbestos is discovered during the course d the work described in the proposal, contractor reserves the right to rescind this contract and receive paymentforwork performed or suspend its work fora reasonable time while the Owner Engages a firm specializing in the removal and disposal of asbestos to remove the asbestos fram the work ste. Contractor shall be entitled to reasonable compensationif or extra expenses Incurred by contractor as a result of the presence d asbestos- containing material at the work site. - OR Provided Contractor /Sub - Contractor conducts his operations in accordance with the applicable requirements established ty the Occupation Safety and Health 1 Administration (OSHA) and the Environmental Protection Agency (EPA). Owner agrees to exonerate, indemnify, defend and hold harmless Contractor /Sub - Contractorfrom and against all claims, demands and lawsuits and all damages, expenses and losses incurred illy Contrector/Sub- Contraotor's removal d asbestos-containing materials from Owner's building and work site. (7) The Owner shall not assign this instrument or any interest herein except upon prior written consent d the Company, and In no event shall any assignment d this instrument d any interest herein or the renewal or extension d any indebtedness hereunder release or affect the obligation d the Owner under the provision hereof. Any warranty or guarantee given in connection with the work performed under this contract Is not transferable by the Owner to any subsequent Owner, except at the exptess written consent d the Company. (8) This proposal is subject to any preference, priority, allocation, limitation or other order, rule or regulation heretdore or hereafter Issued by any Govemmental authority or agency, and the Company shall not be liable 1 or any non - performance or delay in performance caused hereb%. (9) The Company shall maintain such Insurance as will protect the Company from claims under workmen's compensation ads and from any other claims for damages for personal injury, including death, which may arisefrom operations under this contract. The Owner shall be responsible for and at the Owner's option may maintain such insurance as will protect the Owner from the Owner's contingent liability for damages for personal injury, inpluding death, which may arise from operatbns under this contract. (10) There are no promises, representations or understanding outside of this instrument, and except as herein otherwise expressly provided. This instrument shall not be altered or modf led except by an agreement in writing signed by the parties hereto, and no df ber, agent or employee d the Company shall havethe power to waive or be deemed or held to have waived any provision hereof, unless such waiver shall be in writing and signed by PAUL BANGE ROOFING, INC. or is duly authorized representative. (11) This proposal is subject to the condition that the job will be ready for continuous installation when we are leaked to commence work. (12) This quotation/contract is subject to the availability d labor and materials. With respect to any products or materials utilized or incorporated into any work specfled in this contract the Company makes no warranties, express or implied, as to merchantabllity ,fitness for a particular purpose or any other matter. (13) This contract is based solely on visual conditions. If unforeseen conditions should arise that could not be determined by visual inspection, then such additional work shall be performed on a firm bid basis or time and material basis at the sole discretion d the Company, slier the Owner has been notified d the conditions. (14) if the Company sues the Owner in order to enforce any terms) d this agreement, then the attorney's fees and court costs d the Company shall be paid by the Owner. (15) If any provision d this contract IS cortrary to, prohibited by or deemed invalid under applicable laws or regulations of any jurisdiction in which it is sought to be enforced, then such provision shall be deemed inapplicable and deemed omitted but shall not invalidate the remaining previsions d the contract. NOTICE OF MMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. \ \ °' 3 OL o 13 - at'So THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CF-1N 2007R1122479 OR Bk 26065 Ps 2805; (1QS) RECORDED 11/27/2007 10056 :26 HARVEY RUIN N P CLERK OF COURT I:IIAi1I -LADE COMM FLORIDA LAST PAGE - 1. Legal description of property and street/address:‘ 031-5 10 - la 1 11 c ) k. 1 rr1 pow:• Sl -,or&S Se c \ '14 O n e q5 tarn: ,%- orts 33)3: 2. Description of improvement:Y'w� 3. Owner(s) name and address: ?`Y1ck.c1 N 2wrro►� \c' I\f R 5 M'►a+v.:, Shores 33)3' Interest in property: N Name and address of fee simple titleholder: 4. Contractor's name and address: ' ?o`er.\ `6cartse oo Ft i TNic fav■e 3 5. Surety: (Payment bond required by owner from contractor, if any) pp1'1`l p�)o tEa Name and address: '"- OM fL FY et this is �, -- - s :. Amount of bond $; �' ai Seel• ,: - 6. Lender's name and address: `and RVEY Ft 11'/ gar 7. Persons within the state of Florida designated by Owne rm notices or o'her documents may be served as prided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: P 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) gnature Owner Print Owner's Name Yt4M9 10611'-' k) Sworn to and subscribed . fore me thi Prepared by Y of 1. 1 , 2 Address: Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 5/06 r:'?nikiet'r ea ',y,. 99018 e 013 me. I T.1- .3_t35 -7019 Paul Bange Woofing, Inc. 7000 SW 21 Place Davic, FL 33317 1Vliami Shores Village. Building Department M Permit No. Job Name Date i r1 b N eft &Avcnuc mi Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Y 0-oa4 U 2£ BUILDING CRITIQUE SHEET ' . 4S /Zg 1s F'iCelaV 2- pL I12.6o If 6 5 0 1 - .A . g Sec-rtbA3 Q .' Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; V� a4 n DATE: OW I, ie� �i Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) '01, Old ` Address: 140 ' �I V6 at '� From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DAT PERMIT CLEARK INITIAL: j/X0P Miami Shores Village Building Department ION '1Tlf Mein) Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 7- o`2 (/-7 Job Name Neetr,t .t) Date j Z`S/07 BUILDING CRITIQUE SHEET Desi74) /22'5 A.. 1.4‘;s /4-rI� Vic, ,mss s /ZS jS Pet, z -g2..(o e0tee. -1 $13 A. cc--S , 1W - 5/Lee i g` � S B gc-rt h) G d Nor e , Gc»- TN& e ?,4) P/w9020s (J" , A49 es t@ A S R A.er,v Shawl O/ P4,-e C 67 7 T '5/y P t' Ag / 3-76' 7t& s✓,94) 2x55 eJ✓2es CLw Who/Co Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Florida Building Cgita Edition: High - Velocity Hurricane Zone Uniform Permit Applica#i.Pn 2 -J. iiEd12.41 Master Permit No. 011 a)? Contrabtor's Name Job Address Process No. 'Ll Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile Metal Panel/Shingles ❑ Prescriptive BL -RAS 150 ROOP T YPE ❑ New Roof 6 Re- Roofing ❑ Recovering ❑ Repair ❑ M0 0 I ❑ ROOF SVSI EWI INFORMATION Low ape Roof Area (BF) Steep Sloped Roof Area (SF) Total (SF) \oc�a 5D Sketch Roof Plan: litt,strate all levels and sections, roof des, sou overflow drains. include dbnensions of sections and levels, clearly ide pressure zones and location of parapets. 11.11.1111.. 1111111111111■11 11..1111... 11■■■■■■■ 11■■ ■11.■. !11.11111111■■ 11!11■■■.■ 11 ■ ■11■■■■ ■11■ ■■1111■ .11■ ■.■11■ ■ ■11 ■.11■■ 1111■ ■■ •1111 11111■■■ ■. ■11 ■11■ ■11■ ■11■■ ■11■■ MUM ■•■■■11110 ■■111111■1111 111111■11111■. ■111111 ■11■■ emmerna 11■ ■1111111111 1111■■■■■■ 11■■■■■.■ 1111. ■11 ■■■ ■ ■11■■■ ■• 1111■■■■■■ 11■a •11•■■ ■■11•.... 1111 ■ ■■ ■1111 ■■!■■■11■ ■ •■11■11■■ 111111111111111■ ■111111111■■ ■■111111111111 111111111111■ ■ co-fiuse, S5S0'°° y.se- S 9 6 3 0" L+ /CAB 1).0- 5Ky IA Z.7ob. oa Mg1.l Fall 38 ('S� Cote T' 5 8 L:A✓v° 31D' 64 etc, =/07 32 Ggbty - 55 NL Rra - 7Q Pr: `/' / 4:c3 o. SUBJE ' , , COMPLIAN- 1-1-1 Al 1 EDEf STATE A LOUNTY RUI S AND REGUI + CA 0 0 N O Z z >, -o i n al i► 07 Iiami. Shores Villa, V • overftr any dfx Ali` it • • • • • •• • /0® 0 •••• PM6 r. 6-® • Rr -» ST••• • Onawo7 + / .� %.S 71■4".'E'of AP/ht. peaty 2708 O� /'L • • •• •• •• • • • • • • • •• • 11■11® ■.111. MINIENIMENSIB �alw�a ■!� as ■01®01 111110111111111116 MIC■®121111111 aM■iC11.11■ 111 ■111.■■!■■ 11■■im ■1111■111 11EN/611 t11 ■ ■® ! ■&111111•111 WNW irr °il11111.!!i ��11r�ea111 a ■111111■11■ EaNIMENJIM ■. 11116+4151m6. ■■ f3�1�Igr6 ■!11 ■11 1111B11I11"11111� ■1111 .19191 NIIP.11 116E11�!1114',ilaJGiR■ 113II11!!!!!11f 41d'ltl�1391111 ■ ■■ 1911 1111l..■11 MISSIMESIMENN 1111 ■ ■ ■. ®1111 ��+111 ■11.1111911 aa�as�a11ea111111 • • • • • •••• • • • ••■• •• •••• • ••• • • ••• •••• .• • • M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) IB Roof Systems 2877 Chad Drive Eugene, OR 97408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: IB Single Ply PVC Roof Systems over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ooiaply. with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fjprida,.and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ...• • . • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribi tQris. and shall be available for inspection at the job site at the request of the Building Official. , • This NOA revises NOA 05- 1122.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • • • • • •.•• • • •••• • . • • • •• • ••• • NOA No.: 06-1113.08 Expiration Date: 03/16/11 Approval Date: 06 /07/07 Page 1 of 7 4 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Fire Classification: Roofing Single Ply PVC Wood -60 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Pr uct Dimensions Specification Description IB Single Ply CGSB- 37.54 -95 Polyester reinforced PVC membrane. IB Single Ply CGSB- 37.54 -95 Polyester reinforced PVC membrane with a Fleecebacked non -woven polyester fleeceback. APPROVED INSULATIONS: Product Name Pyrox ACFoam II, ACFoam lII Polystyrene DensDeck, DensDeck Prime, DensDeck DuraGuard ENRGY 2, ENERGY 3 Securock TABLE 2 Product Description Isocyanurate Insulation Isocyanurate Insulation Polystyrene insulation Gypsum insulation Isocyanurate Insulation Gypsum insulation Manufacturer (With Current NOA) Apache Products Co. Atlas Roofing Corp. Generic GP Gypsum Joh$s.ManVille US.QQsum ... • • • .... • .. • • • .. • • • • .... .... • • • • • • • .. • • • • • .. • .... ... • NOA No.: 06-1113.08 Expiration Date: 03/16/11 Approval Date: 06/07/07 Page 2 of 7 APPROVED FASTENERS: Fastener Product Number Name 1. Olympic HD 2. OIympic XHD 3. OMG 2" Barbed Plate 4. IB Heavy Duty Membrane Fastener #14 5. 1B 2" Barbed Seam Plates EVIDENCE SUBMITTED: Test A2encv/Identifler Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. Exterior Research & Design, LLC Exterior Research & Design, LLC TABLE 3 Product Description #14 insulation fastener #15 membrane fastener 2" round barbed membrane plate #14 membrane fastener 2" round barbed membrane plate Dimensions Various Various 2" round Various 2" round Manufacturer (With Current NOA) OMG, Inc. OMG, Inc. OMG, Inc. IB Roof Systems IB Roof Systems Name Report Date UL 790 97NK38018 07/22/98 CGSB- 37.54 -95 02NK18635 11/12/03 02642.01.05 Wind Uplift, TAS 114 01/14/05 (FM Standard 4470) 03903.05.06 -2 Wind Uplift, TAS 114 05/10/06 (FM Standard 4470) • . • • • .. • - .•. • •..• • • •. •. • • • • • • • • .. • • • • .. • •. • • •• • •••• • • .... • ..• • . • • • • • •••• • • •... ••• • NOA No.: 06- 1113.08 Expiration Date: 03/16/11 Approval Date: 06/07/07 Page 3 of 7 APPROVED ASSEMBLIES Membrane Type: Single Ply, Thermoplastic PVC, Insulated Deck Type 1I: Wood Deck Description: Min. 19/32 -inch plywood or wood plank System Type D(1): Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. One or more layers of the following: Choose one or anv combination of the following. Insulation Layer Insulation Fasteners Fastener Density Any approved Polyisocyanurate Minimum 10" thick N/A N/A Any approved polystyrene Minimum 1 0" thick N/A N/A DensDeck, DensDeck Prime, DensDeck DuraGuard, Securock Minimum 0.25" thick N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Membrane: 1B Single Ply or IB Single Ply Fleecebacked secured through the preliminarily attached insulation as specified below: Fastening #1: OMG HD or XHD Fasteners with 2 -inch Barbed Metal Plates, spaced 12" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. (Maximum Design Pressure -30.0 psf. (See General Limitation #7) Fastening #2: OMG HD or XHD Fasteners with 2 -inch Barbed Metal Plates, spaced 6" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat • welded. • (Maximum Design Pressure -45.0 psf. (See General Limitatioh .4) : • • • Fastening #3: IB HD #14 Fasteners with IB 2" Barbed Plates, spaced 4" o.c. inmmnnum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is hegityplded. •.. • (Maximum Design Pressure -52.5 psf. (See General Limitation 171 . ` ' ....' Fastening #4: IB HD #14 Fasteners with IB 2" Barbed Plates, spaced 3" o.c. if! fr�mum 5V • • • • Maximum Design Pressure: side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. • (Maximum Design Pressure -60.0 psf. (See General Limitation :#7) ; . • • • • • See Fastening Options Above. • • • • • •• • ••• • NOA No.: 06- 1113.08 Expiration Date: 03/16/11 Approval Date: 06 /07/07 Page 4 of 7 Membrane Type: Deck Type 1I: Deck Description: System Type D(2): Single Ply, Thermoplastic PVC, Insulated Wood Min. 19/32 -inch plywood or wood plank Membrane mechanically attached over preliminary fastened insulation. All General and System Limitations apply. One or more layers of the following: Choose one or anv combination of the following. Insulation Layer Insulation Fasteners Fastener Density DensDeck, DensDeck Prime, DensDeck DuraGuard, Securock Minimum 0 25" thick NIA N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Membrane: IB Single Ply or IB Single Ply Fleecebacked secured through the preliminarily attached insulation as specified below: OMG HD or XHD Fasteners with 2 -inch Barbed Metal Plates, spaced 12" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. (Maximum Design Pressure -30.0 psf. (See General Limitation #7) OMG HD or XHD Fasteners with 2 -inch Barbed Metal Plates, spaced 6" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. (Maximum Design Pressure -45.0 psf. (See General Limitation #7) Fastening #1: Fastening #2: Fastening #3: Fastening #4: Maximum Design See Fastening Options Above. 113 HD #14 Fasteners with 113 2" Barbed Plates, spaced 4" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. (Maximum Design Pressure -52.5 psf. (See General Limitation #7) IB HD #14 Fasteners with IB 2" Barbed Plates, spaced 3" o.c. in minimum S" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat w gilded. • (Maximum Design Pressure -60.0 psf. (See General Limitation #7) • Pressure: •••• • • •••• • • •• •• • • • • • • • • • • •• • • •• • •. • • •• • ••• • • •••• • •• • • • • •• • • •••• • • •••• ••• • NOA No.: 06- 1113.08 Expiration Date: 03/16/11 Approval Date: 06 /07/07 Page 5 of 7 01/08/2088 13:39 13193630052 Membrane Type: Deck Type 1: Deck Description: System Type 0(3): Single Ply. Thermoplastic PV(' Wood Min. 19132 -inch plywood or wood plank Membrane mechanically attached to woad deck. All General and System Limitations apply. Barrier Sheet: Membrane: IB Freshest, 1B Seperation Sheet. Atlas or Pik Versashield 18 or 2S 133 Single Ply or 113 Single Ply Fleecebacked secured through the preliminarily attached insulation as specified below: 01: OMG HD or XHD Fasteners with 2 -inch Bar. - ! etal Plates. spaced 12" o.c. in minimum 5" side laps spaced maximu ' apart. Outside 1.5" of seam is heat welded. axis'sam Design Press . , 0.0 psf. (See (kneral Limitation #7) OM ' - r or X14 steners with 2 -inch Barbed Metal Plates. spaced 6" o.c. in minimum : {f a laps spaced maximum 67" apart. Outside 1.5" of seam is heat 0000 . • •..• • • .....• • PAGE 06/11 Fastening #2: we aximarn Design Press .0 psf. (See General Limitation #!j • .• • spaced 4" (lc. in tnipjawm 5' seam is heat visaed? n#7)••••• 111 HD #14 Fasteners with 1B 2" Barbed Plates, spaced 3" o.c. in LrtItJQ$" side laps spaced maximum 67" apart. Outside 1.5" of scam is heat w.elde l,* (Maximum Design Pressure -40.0 psf. (See General Limitation #7) ...... • • • • • • • • Maximum Design Pressure: TB HA #14 Fasteners with 1B 2" Barbe side laps spaced maximum 67" apart. Outside 1. (Maximum Design Pressure -52.5 psf. (.See General Lim See Hastening Options Above. NOA No.: 06411.3.03 Replication Date: 03116/11 Approval Date: O6/07/07 Page 6 of 7 • • • •.•.•. • ...• • • •••• • •..• • .•.• •. • • .. • •..... • • • ..•••• 1 • •.•..• • • ..... • • •.... •...•. • • • •....• • • •....• • • Membrane Type: Deck Type 1: Deck Description: System Type D(3): All General and Sys Sheet: Membrane: Fastening #1: Fastening #2: Fastening #3: Fastening #4: Maximum Design Pressure: Single Ply, Thermoplastic PVC Wood Min. 19/32 -inch plywood or wood plank Membrane mechanically attached to wood deck. stem Limitations apply. IB Firesheet, IB Seperation Sheet, Atlas FR -50, or Elk Versashield 1S or 2S IB Single Ply or IB Single Ply Fleecebacked secured through the preliminarily attached insulation as specified below: OMG HD or XHD Fasteners with 2 -inch Barbed Metal Plates, spaced 12" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. (Maximum Design Pressure -30.0 psf. (See General Limitation #7) OMG HD or XHD Fasteners with 2 -inch Barbed Metal Plates, spaced 6" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. (Maximum Design Pressure -45.0 psf. (See General Limitation #7) IB HD #14 Fasteners with IB 2" Barbed Plates, spaced 4" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. (Maximum Design Pressure -52.5 psf. (See General Limitation #7) IB HD #14 Fasteners with IB 2" Barbed Plates, spaced 3" o.c. in minimum 5" side laps spaced maximum 67" apart. Outside 1.5" of seam is heat welded. (Maximum Design Pressure -60.0 psf. (See General Limitation #7) See Fastening Options Above. • • • • • .. • • ••. • • • •••. • .. • • • • •• • .••• • • •..• • • • • • • • • • •• • •• • • • • • • • • • • •• • • .••. • • •••• ••. • NOA No.: 06- 1113.08 Expiration Date: 03/16/11 Approval Date: 06/07/07 Page 6 of 7 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; pr step mopped 8" ribbons in three rows, one at each side lap and one down the center of the. sheet a1Pol g a continuous area of ventilation. Encircling of the strips is not acceptable. r 6'' freak trap be placed every 12' in each ribbon to allow cross ventilation. Asphalt application efi tlser system still be at a minimum rate of 12 lbs.sq. Note: Spot attached systems Shall be lintiitdd to a maxinftm design pressure of -45 psf. • • • • •• • • • • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic 1orce•(F) valve of • • 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Hifi listener Me, as field - tested, are below 275 lbf. Insulation attachment shall not be acceptable. • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane atsach'lnynt is bared . on a minimum fastener resistance value in conjunction with the maximum design.value listed Within' a specific system. Should the fastener resistance be less than that required, as determined by tke • Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered • • Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind Load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 06- 1113.08 Expiration Date: 03/16/11 Approval Date: 06 /07/07 Page 7 of 7 01/08/2008 13:39 13193630052 PAGE 02/11 P. 3 i Florida. 8alkiIng Code Edition 2002 1 Wocity Hunks/to Zone term Pence AApplr no Font Section C Low mil ed Rdof i RUM Specific RoofAssembly Components Fastener and identify zdaat aver ata7g for /tnd�odease Sheet pra moponetd le Mt used. Identify gala" Attachment system ��_�a " ell Lop. 3 Roca ff+► oc N NOA No.. • / ' "`I l � • Q g • poinete..6.2 00 10 Lap, # Rows a Cal ow Coiner. b oo tap. le Rows L1 'x ~, L --OLP -414 j Number of Fawners Per Insalatbn ProbFronnSic Speedo NQA ales Ga tgaMit s: coo '� � U 4�.L. Andloriaase Sheet & No. of Pita(* landa&n lase Layer, 4- aaso evailation size and Thickneaw ease inauiation feetermationning 'Mona Plaid Perringter Comer • Ulushate Compenents NOW end Details as Applicable: Woodbtocktng. Gutter. Edge Temdnattbn, Stripping, Flashing, • Conlktuous Cleat, Cant Renting, Stip, Stone Coupler- Fleshly, Coping. Etc. • It Mean Roof Height; Parapet. ISM.* lsdLht of Base Meletial.• Waft Thidatass, Fastener Type. Faita% Spndng or Submit Manufacturers (Utak Jai Comply waft RAS 111 end Chapter 18. • • • • • •• Top in subtioq ik Top lrauineon Size end Thldvtossc • /t/i° Top trandation Festeneallondfn0 Mated*� 1(r • •M•• • • 0000 • • • • •••• • •1000• • • ••• • ••• • 4-4:1 •••• •• • Base ease S • Ply $h 1& ay Shinn P Top Ply, TdpPty1 1raf,,r3 k vrsAsc. SoifaCkt art wejj. • V J IeAn(Z.■ 5.14‘4^ EI'i bid *-64? be 3x3 X174 Dirp l 2 5, 1rs_oi4e PAGE!3 • • • • • • • • • • • • • • Design Pressures & Fasteners SpacInq polie,+• .°. •: • Performance Data: Attachment for Various Pressures with 6" o.c. maximum fastener spacing: • • • • • Reference: : Fnd FL2 4—R3ISystem W-4 67 Inch 3 Inch . •.1204sf. •. • •fediGf••• 84I1if•• lap spacing: fastener spacing: • passing preurec• load per fast. : design value." ••• • • • .• 8001/80/10 • w 3900E9£6LE1 .. DP (psf) .• , fastener ••• 4i:deidg:pbcz rpw spacing •. (Inch) 60 __; ; . •_ ;6:'• . • : 33.5 65 6 " " "" " 30.9 70 6 28.7 75 6 1 26.8 80 6 25.1 85 6 23.6 90 6 22,3 95 6 21.2 100 6 20.1 105 6 19.1 110 6 18.3 115 6 17,5 120 6 16.8 125 6 16.1 ' 130 6 15.5 135 6 14.9 140 6 14.4 145 6 13.9 150 6 13.4 155 6 13.0 160 6 12.6 165 6 12.2 170 6 11.8 175 6 11.5 180 6 11.2 8001/80/10 • w 3900E9£6LE1 01/08/2008 13:39 13193630052 I5546 - Roofing Systems um DIRECjpj,y Page bottom :ay: General Information far Roofing • ems IB ROOF SYSTEMS 30250 C GNifinPRI$F pD CRESWELL. On 97420 USA 10° (CPA) r°. nirnlusotl 40 to 130 mil thickness. TGFU.R15546 Roofing Systems Roofing Systems SIAISLE 01.? MEMBRANE SYSTEMS 815546 Per nen- rnmbnstible deck applications ono of the following Insulation attachments may be used. (1) mesh4rncOtly fastened (2) Ism mopping aspl Mt Ashland •Pli*1i ck° adhesive In accordance with the manufacturers recommendations. Clews A - Online( 1. Deter C -19/32 Incline: 7 Insulation: — °Inmrlfnam FP:i° aI °R• rECli °, any I lttcknrsr.. Slip Sheet: — Insuifoem'Srano•Fiy" Freestnanc: — 113° (CPA) Surfacing: — River hottnm stone (3/9 to 1.1/2 In. dam) at 1000 Iha /se, Clew A • Fully Adhered 1. Both: NC tncelne: 2 Insulation: — Wood Fiber InduttrIen °S1311Morleck °. /lochs Products °Apache Pyrex or `Apacne 99 +GL° or °Iso 75 +GW'. Jar mo Manville ' N0(Y 7A0, kmar `Muln•Man'. any thniknoas, method Membrane: —'1A' (CFA). adhered with Ashland Chemiwil °Iniehnnd /500' bonding rklhruvr„ 2, Oeokt NC Inclines 2 PAGE 03/11 Page 1 of 7 'Inetast(ck` deck edhnlvy (4) ••• • • 0000 • • • •• • • • • •• • • • • 00•0 • • • • • • 0000 • • • •••• • • • • •• •• 0000 • • • • •••• ptir9d Pyrnri', Atlas goofing 'A(:foem I(• Fliestono Building Prodis P Oleo Dv hl leched or On( mopped. • • • 9 oaf/ 160 se /L 11te nvnrinppino membrane Ininle•1re h4at sealed, • 11,„ • • • • Ineulntion: — 301ms Manville "ENRGY T, Wes Routing °ACI•rrom Ii", •ACFoam 111 °, IrnrAnne Building Products ISO 95i GL', any lhickneon. Membrane: —'In` (CFA), adhered wan lB Cnn+att Adhesive' nt G(1 wi/fr /owl. 3. Decks NC Inclines 2 • • • 3nouletlon: — `Tuff Roor or 1nsult4per° (E•S/perbte, oerilte side up or P5 /wrrsir) Flyer, wood fiber tide np) nny thickness. Starrier Board (optional)! — 1/4 in. (min) 0.P 00ypsrrm Uynnieck Pr erg Membranm — °n ;° (CFA), adhered with Ashland Chcmirml 'Plinbond 50D° bonding adhesive, at 1 ge ratio WI ft or -ID tnntect Adhesive- et i gat /60 rq R.. Thy oversewing faints are heat- 9c.lrrl. n. Decke C. 15/32 insulin+ Unlimited Impeet: 4 Insuleelen: — Any in Classified Insulation. an? dapples Barrier Boards — 1/4 In. Nun G -P (lyceum DeneDeck+. or Dens0(tek Prune ®. Walt an (osntn xi 0yj:roil 6 in. from the pivwoad {aim„" adhered down with ',ACC "LA 437', Membranes — °l0' (CPA) a lOrrcd with TACC '1A 43 adhesive AL 1 041/60 x e or 'FA b30' adhMnve al 1 gni/140 frt h. 4. backs NC Insuletlenl • One o1 the following, any sir ,. noso: 1. Aparhe Products °PYROX' 7. rirr>~lene (Wading PMfitiCt5 1S• '5 +0L- 3. Jultnit Mnnvalr °4NkfiY T - Incline: 1 Membranes — • < tingly. PIyc ', tutored with rAcc -LA •+3 r Adhecrvn n! 1 ps1/0u sq II M `rA (3G" arlhralve At 1 ga1/140 ;q A. Deekt C•15/32 Inclines IJnUmltod Induration • Any UL Cla 91F(gp Insulation, any thickness: Sorrier rd: — 1/9 In. min G -P Gypsum Oeneortke or PensOeck Prime ®. with all joints staggered 0 m. from the plywood Pinto. Memb, net —'f6 Single Mye'. adhered with TACC °IA 437° ndlieolve at 1 901 /60 Iq h nr'FA 03S' adhesive at 1 gnl/tl0 so ft. lttp : / /datsbase.ui. con kgi- bin/XYV /templatelLlSEXT!I FRAM( : /shuwnaae.htmI' ?name =1(; i=t J R 1 1 /R /7nnR • • • • • • • 01/08/2008 13:39 13193630052 TUFU.RI 5546 - Roofing Systems PAGE 04/11 Page 2 of 7 1. decks C• 19/32 Incline: unlimited rmoocts 4 Insulations — Any UL Claasiled snsulitlan. any thscknr:.ac: barrier Beard: — t/4 M. min 0•P Gypsum VensDeeklit or Den Prune . with all Joints staggered 6 hi. hem the plywood Mine: adhered :down with TACC 'LA 43r. Membrane: — 10 Single Piy( . adhered with TACC 'LA 4 rufhnsive at 1 qaI /60 sq ft or *FA 63G' adhesive at 1 pal/ 140 se ft. a. Deck: hilt Incliner I.1/2 Insulation: • Dm of the following. any thiekitlrss 1. Arlo.". Reefing °ACrnem It- 2. Atlaas Rooting 'ACPoem 111' Membrane: —' Mole Ptytlh °. adheres with TACC "LA 432". "I A43214- of Ashland 1006° adhesive at 1 ga1/60 so ft. 1. Creek: NC Incliner ? Insulation: — (Hass Ober, Johns Manville `Pesco•Poatn' UT pnrllm. 3/4 to 4 in. Membrane: — °10' (CPA). 2, oeokl NC IAelina: I Slip Sheet: — Atlas Roofing T R -10' or 96 Fire Shcti • r . Membrane: — 'IR° (CPA). 3. Deck: C•15/37 Incline: I /2 Gypsum Rear*: — 9/610. min fastened to beck. Joints In piywead salt gypsum board are . Ltgermf it min or 6 In. Membrane: — 'lb" (CPA). 4.Oeek1 NC Incline: 7 insulating C•neretaa: — Copulor, gyoaum vermiculite, perfte or stemmed. pas . - place over deck. Membrane: — 113" (CPA). 5. Peck: IVC Incline: 2 Insulation: — Oen Ctremicai'Styrifnam° or "Groyboard ". any Ihidmrs4. Slip Sheet: • Atlas Roofing ', -sir or Elk 111 rim. Sheet t° . Membrane: —'113' (CPA). •••• • • • • •••• • • • • •• • • • • • IL Deck: • t' • 1 S/32 enW e: I/2 • • • • Insulation, — -Dow Chemical Styrofoam or "GtayhenrA°, 3/4 in n. •••• • • • Barrier Nonni! — Min 9/S In. gypsum. • • Membrane: — 90° (CPA). •••• • 7. Deck: NC Incline: 2 • • • Slip Sliest (Optional)* — A1J.as Rtwpring °FR -Ili ' or Elk '1= re Sheet • 1" . • • In•urationl -- Atlas Rooting "ACPoem Jr Or ° ACPaem Sa - nee °. any thickness. hoL rmipoed In Maur or err chanicaliy fasten it • • • •••• Membrane: — °IS' (CPA). • R. Crick: NC Inching: ! • • • • • • • insulation: — Woial fiber, any tnlckness. • • •• • • • Membrane: — '1¢' (CM), • • • •••• • • 9. Dr cb: NC Incline: 1 • • • •• • •• • • • • • •• • Inuulntlont — Any U1. Classified ePS. Slip Meets — Atlas Roofing -PR- 10" or Elk Membrane: — °l0" (CPA ). Fire Sheet - t' . 10. Peeks NC Inclines 3 Barrier Ottari: — 5/b in. gypsum. ,. • nkally fastened. InsuIetMn (Optional): — Atlas 14 it "ACPOam it °, any titicknc7s• Membrane: — °Ill' Back: NC Incline: ,1 Insulation: — Apache Product: arras" OF 1aperea Pyron °, toetetxu: hutldtnq Products 150 35 +GL' m °ISO 94 +f1w °, Johns Manville'ENRGY 2A °, Rmax "MuiU•Max ", any thiekne°s. Membrane: — -dr (CPA). 17. Deck: C 15/32 Inclipe: Barrie, BoPrth — 5/8 • (nun) arosw%i board 4411 an milt: stoggry. pb it min of G in. irony th0 prvwo*ul ImniP. ina•Intian: — A, "mired - Pyrox°, 'White Lino` or °Tapered Pyrex °, Firestone Ruddin9 Products 150 g5 +G1.° m °iSO 95, 44w-. Jonne Manville 'EMRGy 2A°. Rees °Moil -M• or °Thermormf Plns°, any thrckness. membrane: — 1 (CPA). 13. Desks C -15/32 Inclined 2 Barrier — 1/2 M. (mm) 9yp4trm board with as !bans steps:red A min al R In, hem MO plywood Joints. Insulation — /lpitehe PraditdA °Pyrex °. 'White 1.n:° or nattered Pone, Firestone Sonatas Prnrincttr'190 95+GL' or "ISO 95 +GW . talons Monvllie "OVROY 2A ". Rma Mull -Max". rely mu:knees. Memb -. —'IS' (CPA). 1.4, Deck: C /32 Incline: dnhmned rn: • lotion (OPtIOnt)t — POiyisot:venurale. any Thickness. riot Boards — I/? in. gypstan hratrd min an bk115 stappered d nun of f. in hnm she plywood idnif. Mbrene: — °t0° (CPA), i5. : C•15/72 Indies: Unlimltxd Barrier &Barris — U4 In. (min) 0 -1. Grown oens09ckts9 with an joints staggered n min n16 in. from INC plywood Joints. bran: —'113' (CPA). 16. Deck: C -1' d Slip Shesb — Two layers Atlas Roaring 'FR -SO'. Membrane: — 18° (CPA). 19. s NC Incline: 1 Insulations — Owens Corning S y edueln'rormsutnr°. any thickness. Slip Sheet: — Mies boofl Ill - er 'PR 11' al Elk 10 Piro Shorn r Membrane: — "1A° 18. Deck: C•15 /32 Incline: t/7 Slip S — One layer Akins Reefing 'FR -ih°, °FR 11° or °PR -50-. don: — Ades Reeling °ACPwtm 111'. 1.51n. min theeknes' ts,Rh all Joints staggered 5 m, min. from plywood joints. inane: — '1@° (CPA). hoop: / /database.ul. cam /cgi- bin /XYV/ templates/ LISFXT/ iI• RAMF ./Shawnaue.html?name.=Tril1 R1 1 /R /NnAX Florida. Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section Q (Steep Slo red Roof System Roof System Manufacturer: 5 eicoOr`.S 1 are Notice of Acceptance Number: 06.00.10‘ . CZ. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:`"tBo. 5 P2:' -10 CI. . ) P3:— 106. ) Maximum Design Pressure (From the NOA Specific System): — 1g3. 5 • . Method of Tile Attachment: • • i Steep Sloped Roof System Descriatjgg Roof Slope: b:12 Ridge Ventilation? 1 Mean Roof Height: b Deck Type: Underlayment Type: insulation: Fire Barrier: • •. • • • .•.• • • .... .•.. .. • .. . • .•.. • • .•.• • • • • •. .• • • • .. • • • • •. Pts4fYl 30 A-Ccto toi ? 10u �IP. Ve.rsash.ld. Fastener Type & Spacing: Adhesive Type: Cap Sheet Type: Roof Covering: Enisler--1' Se S Isar, Drip Edge Type & Size: p in* racil Ot4 1 in. eewe, one ay Twit, v I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 290X Sebastian Roofing and Sheet Metal LLC 155 Sebastian Blvd. Suite 103 Sebastian, FL. 32958 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade E•o,Mty Procjgct Control • • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cavity) reseiWttle'rightto••:• have this product or material tested for quality assurance purposes. If this product or inn itepiel fails to.perform:i fin• • • the accepted manner, the manufacturer will incur the expense of such testing and the 0rI•I.i Zpay inlittethotely • revoke, modify, or suspend the use of such product or material within their jurisdictiorf.• 8'ORA re$LNes the IDtaE: • .... . ... . ... to revoke this acceptance, if it is determined by Miami -Dade County Product Control �snon tha rod .c.t•o•r• material fails to meet the requirements of the applicable building code. • • • • • • •••• This product is approved as described herein, and has been designed to comply with tiie High Vefooity liurri e• • Zone of the Florida Building Code. • • • • • • • • DESCRIPTION: Englert Series 1300 Metal Panel •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0906.02 Expiration Date: 09/18/11 Approval Date:09 /18/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Metal, Panels(Non-Structural) Materials: Steel Deck Type: Wood Maximum Design Pressure — 114.25 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Series 1300 Length: various TAS 125 Corrosion resistant, galvalaft.,•' Width: 20 & 16" preformed, stanctiflg Seam. Boated, pre - Thickness 0.0276 finished, metalls. • • • • Clip Trim Pieces • • • Length: 6 'A" TAS 125 Corrosion resist galvalgtfi0' • . • Width: 1" preformed, coated,'re- finisfied,'metal • • Height:.65" clips. • • • • • foal • Thickness 0.0276 • . • • • • . Length: varies N/A Corrosion resistant, galvalumgb . • Width: varies preformed, coatgd,•pi- fSbed, trim . Thickness 0.0276. pieces. • • • EVIDENCE SUBMI1 "1'ED: Test Agency Test Identifier Test Name/Report Date Construction Research 6003C Uplift Pressure Testing Feb. 1994 Laboratory, Inc. ASTM E 330 Series 1000 Morton International AS- 0286 -91L Salt Spray. Feb. 1986 ASTM B 117 Morton International AS- 0286 -91T Accelerated Weathering Feb. 1986 ASTM G 23 Architectural Testing Inc. 01- 32797.01 TAS 100 Nov. 1998 Architectural Testing Inc. 01- 32797.02 TAS 100 Nov. 1998 Architectural Testing Inc. 01- 32797.03 ASTM E 8 Nov. 1998 Architectural Testing Inc. 01- 35496 -01 TAS 125 Dec. 1999 Hurricane Test Laboratory, 0155- 0214 -06 TAS 125 May 2006 LLC. 0155- 0215 -06 NOA No.: 06- 0906.02 Expiration Date: 09/18/11 Approval Date:09 /18/06 Page 2 of 6 APPROVED ASSEMBLIES: SYSTEM A -1: Series 1300 Panel 1 1/2" Mechanically Seamed Panel 16" & 20" Wide Deck Type: Wood, Non- insulated Deck Description: 19/32" or greater plywood or wood plank Slope Range: 2 ":12" or greater Maximum Uplift See Table A Below Deck Attachment: In accordance with applicable building code, but in no case shall it be less than # 8d annular ring shank nails spaced 6" o.c. In reroofmg, where the deck is less than 19/32" thick (Minimum 5/32 ") the above attachment method must be in addition to existing attachment. • • • • Underlayment: Minimum underlayment shall be an ASTM D 226 type �l insp1ljeel with a • minimum 4" side -lap and 6" end -laps. Underlayment *Mt be Pasteded witlf •••• corrosion resistant tin -caps and 12 gauge 1 IA" annular •ring §hank nails, space3•••: 6" o.c. at all laps and two staggered rows 12" o.c. in the �eld •of the, ND: Or, any. • • approved underlayment having a current NOA. • • • • • • Valleys: Valley construction shall be in compliance with Roofing Application Standard •. RAS 133 and with Englert's current published installation instructions.. • Fire Barrier Board: Any approved fire barrier having a current NOA. Or for ekass•A or B.f e rating, install minimum' " thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5 /8" water resistant type X gypsum sheathing with treated core and facer. Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with the current Accessories: published installation instructions and details in Englert Metal Roofing Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. 1. Panels shall be installed with approved Panel Clips located at each panel rib side lap spaced at a maximum, listed in Table A below, parallel to roof slope, fastened with a minimum of four #10 self tapping pan head corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. 2. Standing seams shall be mechanically seamed to a full 180° degree seam, (double lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corners Maximum Design Pressures —60 psf —99.25 psf Maximum Clip Spacing 18" o.c. 8" o.c. 1. Extrapolation shall not be allowed NOA No.: 06- 0906.02 Expiration Date: 09/18/11 Approval Date:09 /18/06 Page 3 of 6 SYSTEM A -2: Series 1300 Panel 1 1" Mechanically Seamed Panel 16" Wide Deck Type: Wood, Non- insulated Deck Description: 19/12" or greater plywood or wood plank Slope Range: 2 ":12" or greater Maximum Uplift See Table A Below Deck Attachment: In accordance with applicable building code, but in no case shall it be less #8 x 1- 5/8" long wood screws spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32 ") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fast Md with•... corrosion resistant tin -caps and 12 gauge 1 '/a" annulaaz brig shankraail9,� spaced • 6" o.c. at all laps and two staggered rows 12" o.c. in the ftllt1•of the roil' Or, ail) • • • • approved underlayment having a current NOA. • ' • Valleys: Fire Barrier Board: •••• •••• • • • • Valley construction shall be in compliance with Roofing Ap plication"Sta�idard RAS 133 and with Englert's current published installati�o�ri�i�structioi� .� • Any approved fire barrier having a current NOA. Or foi cfassiA or B, ig rating, install minimum 1/4" thick Georgia Pacific "Dens Deck ".(with curreiltiXAA) or . minimum 4mm thick of Tritex, RockRoof (with currentNO'A)or 5 /8'•water • resistant type X gypsum sheathing with treated core and facer. • • • • • •• • Metal Panels and Accessories: Install the "Series 1300 Panel" and accessories in compliance with the current published installation instructions and details in Englert Metal Roofing Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. 1. Panels shall be installed with approved Panel Clips located at each panel rib side lap spaced at a maximum spacing listed below parallel to roof slope, fastened with a minimum of four #10 self tapping pan head corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. 2. Standing seams shall be mechanically seamed to a full 90° degree seam, (single lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner1 Maximum Design Pressures —52.5 psf — 114.25 psf Maximum Clip Spacing 48" o.c. 8" o.c. 2. Extrapolation shall not be allowed NOA No.: 06- 0906.02 Expiration Date: 09/18/11 Approval Date:09 /18/06 Page 4 of 6 • SYSTEM LIMITATIONS 1. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 2. Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Miami -Dade County Roofing Application Protocol RAS 133. 3. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved. All clips shall be permanently labeled Englert, and/or logo, and/or model. 4. All products listed herein shall have a quality assurance audit in accordance with the Florijda Building Code and Rule 9B -72 of the Florida Administrative Code. . . • • • • 5. Panels may be jobsite roll formed with machine model #040501 from Englect•Inc. .... • • ... • • • • •• • • • • • • • • • • • • •• • • • .... • • • • ..•. • • • ••• • • • .. • • ..•. • ••.. • • • • • • ▪ • •• • ••• • • • • • • NOA No.: 06- 0906.02 Expiration Date: 09/18/11 Approval Date:09 /18/06 Page 5 of 6 PROFILE DRAWINGS 16' or 20" 1/2' 3/8 PANEL PROFILE FOUR /10 x 1' MIN. WAFER HEAD SCREW AT EACH CLIP CLIP ISOMETRIC .49 .3 • • • • • .. • • • .. . • • • • •. •• • • • •••• •••• • • • • • • •••• •••• • • • ••• • • • • • •• •• •• • • • • • • • • • • •••• • • • • •••• • • • • • 0•• • ••• • • • • • CLIP PROFILE Before Seaming 90 degree Seam SERIES 1300 PANEL SYSTEM END OF THIS ACCEPTANCE 180 degree Seam NOA No.: 06- 0906.02 Expiration Date: 09/18/11 Approval Date:09 /18/06 Page 6 of 6 MIAMIDAQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County• reserve the right to have this product or material tested for quality assurance purposes, If ells prodi ct o; material fails to perform in the accepted manner, the manufacturer will incur the expenl of luch tVittifg' and the AHJ may immediately revoke, modify, or suspend the use of such product Or. lutprial within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined•1a Miami -Dal . • County Product Control Division that this product or material fails to meet the re4tisaments of the applicable building code. • •. • • • This product is approved as described herein, and has been designed to comply with the F4ejdo. Buildin g • Code, including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • •' DESCRIPTION: Polystick P, Basik, LR/IRX, TU, TU Plus and MU Underlayments• • . • • ; • • • • .• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 • ..... • ••.••• • • • • ••••• • • ••••. •.•••• • • • .••••• • • •••••• • • ROOFING COMPONENT APPROVAL Category: Roofmg Sub - Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Test Product Dimensions Specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self-adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. •••••• Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberiged asphalt • • • • underlayment 65'8" x 3'3-3/8" waterproofing membrand,.giass,fiber ,..... 60 mils thick reinforced with polyolefis iv frlfi on tffe upper surface for use an mtddlrtd'yment for • metal roofing. • •' • • • • .... • Polystick IR/IRX Roll: TAS 103 and A • fine granular /sand top sp self- • • • . underlayment 65'8" x 3'33/8" ASTM D 1970 adhering, APP polymer mosnea, *•••• 80 mils thick fiberglass reinforced, biturimag sheet material for use as an underlayment in • sloped roof assemblies. D4sired as an • ice & rain shield and as a flat roof tile • .. • • underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, underlayment 32' 10" x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'33/$" ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'33/8" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 2 of 6 ..•.•• .....• • • •..•• • • 00000 •.•••• • • • •...•• . • . • EVIDENCE SUBMrrTED: Test Agency Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: Test Name/Report TAS 103 ASTM D 1970 TAS 103 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 Date 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDLAj. • Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. • • • • • ...... • • ••...• Surfacing: None •••• 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten anylmQge dec panels, and sweep the deck thoroughly to remove any dust and debris prior to appljcAt . 2. Place the underlayment over metal drip edge in accordance with RAS 111. • • •••• 3. Place the first course of membrane parallel to the eave, rolling the membrane to obt •maximur{1• • ... contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum" of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. • • •....• • •.•• • ••• • NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 ....•. •• . • ...... • • ••••.. .•... • • ••••. ••...• •• • ••.••• • • ....•• • • GENERAL LIMITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product• • • • exposure times; not to exceed the preceeding maximum time limitations. • • 7. All products listed herein shall have a quality assurance audit in accordance with Florida : • • • . • Building Code and Rule 9B -72 of the Florida Administrative Code. •••••• • •••••• 8. In roof tile application, data for the attachment resistance of roof tiles shall be as sgt firth in the • roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in bbtb aTiesive'set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to meel2aititally .:::: • fastened roof tile applications. The maximum roof slope for use as roof tile underiayfiint for • (direct -to -deck) tile assemblies shall be as described below: 4, • • •••• Tile Profile Polystick IR/IRX Polystick MU Polystirk TIT; TU 11US•' Flat Tile 5:12 No limitation No4io itation ••. • Profiled Tile Prohibited 5:12 No limitation .. The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 6 Roofing Tiles (6 Max. Per Stack) 12 NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval. Date: 11/30/06 Page 4 of 6 • • • • •••••• • • • ..... • • ..... 000000 • .....▪ . • • 000000 • • GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: •••• Application for building permit shall be accompanied by copies of the following: • ......... . • 1. This Notice of Acceptance. • • • • ....:. • 2. Any other documents required by the Building Official or applicable building code i$ oroa. to proper1 ' •.,.: evaluate the installation of this materials. • • ..o• •..•.. .•... • . POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK . �' RAKE j,,• . • ••• .• 1. Polyglass does accept the direct application of Polystick underlayment membranes bo d decks. • ... • : • • Installers are cautioned to refer to applicable local building codes prior to direct deck installation, ,,.• • to ensure this is acceptable. Please also refer to applicable Product Data Sheets oflhe di' • • • corresponding products. .. • • • 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must bc,used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 5 of 6 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished area. request. It is recommended to refer to applicable building codes prior to installation to verify. • • • • acceptable substrates. • .. • • :...: • • • 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick leCanes and • PolyProtector UDL can be furnished upon request by our Technical Services Depnt by ; ••• • • calling 1 (800) 894 -4563. ••••• •••• 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Pol}?sictc self- • . adhered underlayments. Warranty must be requested and registered by Polyglass to a force. • 14. Questions in regards to the application of Polyglass products should be directed toaour T@chnicat,,.• Services Department at 1 (800) 894 -4563. • .• • �. • • •• • • • • 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures aS outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6 of 6 . 000000000000000000000000 •..••• • •.... •.••.• •.•••• ..... • • 2006 ROOFING MATERIALSAND SYSTEMS DIRECTORY 14 ROOF COVERING MATERIALS (TEVT) Prepared Roofing Accessories (TGDY)- Continued Asphalt underlayment accessories, "Bitec UDL -40. Shingle and The Under - layment", "IMPERFLEX USA ". A modified asphalt saturated and coated glass mat for use in the installation of Class A or C asphalt glass fiber mat or Gass C asphalt organic felt shingles. Asphalt underlayment accessory, "ULM -80 ". A modified asphalt saturated and coated glass mat for use in the installation of roof tiles. BLACK WARRIOR ROOFING INC R22025 4601 STILLMAN BLVD, TUSCALOOSA AL 35401 Asphalt underlayment accessory — "Z-15", "Z30 ", "15- ASTM ", "30 -ASTM" "15 -UL" or "30 -UL" underlayment asphalt saturated organic felt for use in the installation of Class A asphalt -glass fiber niat shingles and. Class C asphalt Organic felt shingles. CARLISLE COATINGS & WATERPROOFING INC R18678 8810 W 100TH ST S, SAPULPA OK 74066 Asphalt underlayment accessories — "CCW WIP 100", 'RoofGuard ", CCW WIP 200 ", "CCW WIP 300HT ", self - adhering modified bitumen meat,= brave for use in the installation of Class A asphalt, glass fiber mat shingles and Class C asphalt organic felt shingles. The above membranes are intended for use around the roof deck perim- eter, chimneys, valleys and penetrations only. Asphalt underlayment accessories "Dri-Start A"; "Dri -Start A (Low Temperature) ", "Dri -Start HR", "Dri-Start G" or "CCW -707B" self - adhering membranes for . use in the installation of ,Gass A asphalt :glass fiber mat shingles and Class C asphalt organic felt shingles. CERTAINTEED CORP R10269 ROOFING PRODUCTS GROUP.1400 UNION MEETING RD PO BOX 1100, BLUE BELL PA 19422 Asphaltic underlayment accessory — "Shingle Underlayment" or "Roofers Select" asphalt saturated felt for use . in the installation of this manufacturer's Class A aspliaglass fiber mat shingles and Class C asphalt • organic felt shingles. Asphaltic underlayment accessory — "WmterGuard Sand ", 'WinterGuard Granular /Black Diamond Base Sheet" "WinterGuard HT" and ' WmterGuard Film" modified asphalt saturated and coated glass gnats for use in the installation of Class A, Bt or C asphalt glass fiber mat or asphalt organic felt shingles. Asphaltic underlayment accessory "Shingle Felt Underlayment", "Roof- , wrap 15" or "Roofwrap 30". An asphalt saturated organic felt for use in the installation of this manufacturer's Class A asphalt glass films mat shingles and Class C asphalt organic felt sheet roofing and. shingles. • Asphalt underlayment accessory -- "Stormshield" A modified asphalt saturated and coated glass mat for use in the installation of Class A, B or C asphalt glass fiber ritat,or Cass C.asphalt organic felt shingles. CETCO BUILDING MATERIALS CORP R21717 1500 W SHURE DR, ARLINGTON HEIGHTS IL 60004 Shingle underlayment accessories, "StrongSeal ", ' StrongSeal Plus" and "StroingSeal HT ", underlayment for use in the installation of Class A asphalt - g1ass fiber mat shingles and Class C asphalt organic felt shingles. Shingle underlayment accessory, "Duck's Back" underlayment for use in the installation of Class A asphalt glass fiber mat shingles and Class C asphalt Organic felt shingles. CORNELL CORP R14153 S 3RD ST PO BOX 338, CORNELL WI 54732 Shingle decking accessory 'ThermaCal" and "Vent -Top ThermaCal" roof insulation for use with any Class A, B or C asphalt glass -mat or asphalt organic or metal shingles. ELK CORP R19254 SUITE 60014911 QUORUM DR, DALLAS TX 75254 Asphalt underlayment accessories, "All Climate Underlayment Traction Grip- or "All Climate Underlayment Film Finish ". Modified asphalt underlay - ments for use in the installation of Class A asphalt glass fiber mat,shingles and Class C asphalt organic felt shingles. These underlayments are intended for use on 15/32 in. minimum thick plywood or 7/16 in. niittitmirii thick oriented strand board (OSB). Shingle underlayment accessory— "VersaShield.TM FB -1S ", "VersaShieldTM -B-2S" and "VersaShieldrM Underlayment" coated fiber glass that intended for use with the installation of Class A, B or C asphalt, steel, aluminum or copper chinales. "WIaShie1dTM FB -1S ", "VersaShieldTM FB-2S" and "VersaShieldTM Under - layment" coated fiber glass mat intended for use with Class A, B or C asphalt steel, aluminum or copper shingles' over existing wood shingle or wood shake roof. Formed steel panel coverings for installation as Class A prepared roof cov- erings limited tb spaced sheathing and 15/32 M. minimum thick plywood ROOF COVERING MATERIALS (TEVT) Prepared Roofing Accessories (TGDYr= Cgntinued' covered with one or more layers of Elk Corp "VersaShieldTt' PBd saShieldTM FB-2S" or "VersaShield.TM Underlayment", followed by... in. x 2 in. wood battens with the steel panels mechanically fastened: battens. Shingle underlayment accessory, "VersashieldrM Underlayment'; in accordance with ASTM D6757. Shingle underlayment accessory, 'Quantum -30" laminated hybrid based underlayment intended for use with the installation of Class asphalt shingles over minimum 15/32 -in. thick plywood roof decks FABRENE INC 240 DUPONT RD PO BOX 4040, NORTH BAY, ON PHI 984 CANADA Shingle underlayment accessory "Matrix UL", 'R stor}'iu" andF. UDL" are polyolefin surfaced membranes for use in the installation of asphalt glass fiber mat shingles and Class C asphalt organic felt 4*.. slungles. FIRESTONE BUILDING PRODUCTS CO, DIV OF BFS DIVERSIFIED PRODUCTS L L C 1ST FL 310E 96TH S'1; INDIANPOLIS IN 46240 Shingle. Decking Accessory, "HailGard" rsof int ation for use with asphalt glass fiber shingles gtnd Tat C asp Organic fete alubats. TQNTANA PAPER MILLS ;At • ' • • • • • .13'733 VALLEY BLVD, FON'1'y,,',�, 92135 • • • Asphalt underlayment act "Vulca SSaI Underlayment", a modified a coated mat, fied 40 ", a modified asphalPsakrattd orc• t•and liase #40 Underlayment", an asp satura o_rga is felt. fWuse in the installation of e19rs+�lgsphalt X19" r mat C asphalt organic felt shingles. • • • • • GAF MATERIALS CORP • • • • 1361 ALPS RD, WAYNENJ1?/470 • .••••• Asphaltic underlayment Sccesadrr "GAP•9hriigle a s p h a l t saturated o r g a n i c f e l t f r u s e e n the bssietilatiort of Class A aspheh fiber mat shingles and Class C asphalt organic f l‘ iiiigles. Asphaltic underlayment accessory — 'Weather Watch Wate,.proof layment", "MetalMate ", ", "StormGuard "" and "Tile- Mate" modified coated glass mat underlayment for nse in -the insiallatioii of Class A glass fiber mat shingles and Class C asphalt orggazazuuc felfshingles. Asphaltic undedayment accessory — "UnderRoof" modified asphalt polyester mat reinforced underlayment for use in the installation of C halt glass fiber mat shingles and Class C asphalt ownic felt shins nsaturated underlayment accessory — "Shin}gle -' or "Heavy Utility Felt" a water vapor permeable Substrate coinpbseii of organic inorganic fibers bound with asphalt and other polymeric materials, for the installation of Class A asphalt glass fiber mat shingles and Class C a is felt shingles. ement — cold application cement designated. "Asbestos free Cold Cement" for use in the installation of this manufacturer's ('lass C roll Shingle decking accessory "lnsui -Air" roof inisulation covered with applied 3/8 in. minimum thick nonveneer APA rated sheathing for use Class A or C asphalt glass -mat or asphalt organic shingles. Shingle decking accessory – "DeckArmorrM Synthetic Breathable Und went" for use in the installation of Class A asphalt glass fiber mat shingles Class C asphalt organic felt shingles. GEOCEL CORP RI 53280 MARINA DR PO BOX 398, ELKHART IN 46515 Shingle adhesive, "Geocel 2300" for use with shingles manufactured Tegola Canadese. GEORGIA - PACIFIC CORP RI 2861 MILLER RD, DECATUR GA 30035 - As haltic underlayment accessory, "GP -15 Residential halt Sa Felt"- Residential Asphalt Saturated Felt" .or "Atlas PFF ". An a saturated organic felt for use in the installation of this manufacturer's C -, • asphalt glass fiber mat shingles and Class C asphalt organic felt shingles GERARD ROOFING TECHNOLOGIES 955 COLUMBIA ST, BREA CA 92821 Shingle support panel— "Gerard Support Panel" is an expanded pol rene foamed plastic shingle support panel for use in accordance with facturer's prepared roof covering installation instructions. HENRY CO y R1 2911 SLAUSON AVE, HUNTINGTON PARK CA 90255 • • • LOOK FOR THE UL MARK ON PRODUCT MIAMFD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 Elk Corporation of Dallas 202 Cedar Road Ennis, TX 75219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ma • 11 • 1, III " 1 1:11 1 1 1 , 11 • 1 :. o' . •' All .' A' Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined byPlltht -Dade County Product Control Division that this product or material fails to meet'the rrquirerents of the applicable building code. • • . • • This product is approved as described herein, and has been designed to comply wt tide F1oridaOqilding Code and the High Velocity Hurricane Zone of the Florida Building Code. • • • • DESCRIPTION: VersaShieldTM Underlayment • •. . • • • • • • •• •• •• • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's nine or'logo, phy, • Smote and following statement "Miami -Dade County Product Control Approved ", unless ©$�erwise rio4ed • herein. •• ••• • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 02- 0327.03 and consists of pages 1 through 3. The submitted documentation was reviewed by,lorge L. Acebo. NOA No.: 07 -0103.08 Expiration Date: 02/07/12 Approval Date: 03/01/07 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield"! Underlayment as manufactured by Elk Corporation of Dallas, as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building . Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Product Dimensions VersaShieldTM 42" x 100' rolls EVIDENCE SUBMITTED: Test Age cv PRI Asphalt Technologies, Inc. Underwriters Laboratories Inc. Underwriters Laboratories Inc. PRI Asphalt Technologies, Inc. Test Product Specification Description ASTM D 226 Type II Non Asphaltic fiberglass based underlayment and/or fire bather. Test Identifier ELK - 063 -02 -01 99NK45831 R19254 ELK-069 -02 -01 BRY-003 -02 -01 BRY- 003 -02 -01 • . • • • •• • Test Namme/Reperb • • bate TAS 100 • • 09129/01 • ••• ... ASTM E-108• . . 03/2r,vo • ASTM D -224 • TAS 100 : • • . : ®3,104%422 TAS 117(B) 03/19/02 TAS 114 (H). • • • • INSTALLATION: 1. VeisaShieldTM shall be installed in strict compliance with applicable Building Code. 2. VersaShieldTM shall be installed with a minimum 4 -inch head lap in a single layer fashion. 3. VersaShield TM is a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 4. VersaShield TM may be used with any approved roof covering Notice of Acceptance listing VersaShield TM as a component part of an assembly in the Notice of Acceptance. If Versashield TM is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 5. VersaShield TM is a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShieldTM refer to a current Approved Roofing Materials Directory for fire ratings of this product. NOA No.: 07 -0103.08 Expiration Date: 02/07/12 Approval Date: 03/01/07 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. LABELING: All packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and yellow line to identify the ASTM Standard designation. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE • • • • • • • .•- • .• • • • .• • • • • • • • • • • •••• • • • • • ..•. .•.. •.•. • • • • •..• .. • • • • • • • • • ••.. • . • • .... • • • • • • .. • ... • • • NOA No.: 07 -0103.08 Expiration. Date: 02/07/12 Approval Date: 03 /01/07 Page 3 of 3 1 ROOF!tV RINGIL 1 tI` Oia•f) &Daft SySttildslOrGifinteti Insulation (Optional) : One layer,Johns a "Retrtht.'Bogtd" (1/2 in.), perlite, glass fiber, polyisocyanurate�yisocyanurate composite, urethane,. composite: EPS/per any.thiclaness.. Base Sheet . Oneor mope Ayers Type G1 .pr.G2.glass fibekeesesheet or `'BRS 500", `TES 00;4 "; " ERS 5011.6,", "014.504". or "ERS.692 ". M )bran: :'ERS.504" or .!ERS 6ti4" GlIctc160 kiltto.x►en i. 2. D 045/32 - .. Incliace:1 /2 Existing Roofing 5ye(ein .Gass 4 or B. g, vgl,pr sa{t9oth surfaced' covered wiS •' {I1�nsulation (. ,_ - -), +• .• ' mite \•I11• •,Y to ' urethane: air 3 ` �' :� iihi&less `Base-Sheet (Opti i''One or mote hi yhr8` ' Glut- 432 glass fiber base sheet or "ERS 500" or "ERS 500-4". Ply y.Sheet: One k tihiee'leyers G1 or G2 glasti flier •I31y sheet or 5004,1131‘ "ERE' Membrane: "ERS 505" (modified bitumen). • C:bidiiA,SyrC" . 1. Deck NC • • • T iclirte:.1 Ea istihtg Roofing System ' bast= a6/., B or C graivel:ot smooth surfaced - covered with . Insulation (Ophotialjt' >.One layer Johns Manville "'R"efroEtt BoaxdP"(1 /Z in.), perlite, glass fiber, wodd'ii( boa#, "Rehafitr: board, payisocya- : • i , 4 , Po orate i tp+o , u hare, tmetlaite composite; EPS/ perlite, any . flint t: m more..bweetType foria gime, fiber bese sheet or • IESS -,ERE 4004', "1RS.,0", "P 612 ", Membrane "i311.5 504" or MS 604" i fee 1*bt men)•• 2. ... .i fing System:i.Class.A, B or,C,gt ve .or laiti iiii JOIE One Ayer 144 if*tilltiItetrilfif y 9a tutt3t¢cu raposie� t> tie, - ecaipost pmtite;-aity thick • z Base Sheet (Optloital):- dne or more layers Type Gl•or G2 gt `fibef base• sheet or f 1R9. ' or " `:5094". Ply Sheet: 'BRS 500-6". Maitist•atie: "!'ERS 505" (n#tili8ted 3. Dedc C-15/32.2 • - Incline 1/2 • E /sting S Class A,-I3 .or•C, mnel *ufacd 'cap beet to . retain existing Classification, covered with •Metbr "SR -910', 9203 90" or. X00" self- lidhering roofing:, • - r..: 4. Veda C- 15/32 - .t ;:a g Incline: 3 • tab* ) f Class Exstiug Roof Sys ytit • flEtisting 'Br c ' ' g ... ` E S,•200N", :9° g /gq. r eirtfoieed =: Wit" 3'/4 in chopped glass fib% 3 lb/sq. Reflective Coat° " %g: /sq • 5. Deck C -15/32 • Incline: 1/2 Existing rB i- Chess A, B or C, a dsthig ClasSifkation to be Ply .Sheets •,One,er more layer pity wfabrik •(not [,TI `C2essifled), adhered with "1311S-200N", 3-4 gal /sq. Protective Coatings. 'fERS4200N/,.3 m 6 gdl/eq, Surfacing: "ERS-305", 1-1/2 gal /sq. EDCO PRODUCTS 'S INC. - • $r20815 8700 BXCBLSIOR•$LVD, HOPKD S MN 55343 Steel formed sithigles A. • O •SYST$1VIS% Class• A: 11" 1. • Deck NC • Inclin e:.No• • •- Impact 4 Limitations Barrier. Boards.' 1/4 he mht: -P Gyysttoct•DensDeek®. Ply Sheet (Optional): Any UL Classified Type Gl, G2 or Gg base /ply sheet, Type 15,26 or 30 felt orULgassified prepared roofing accessory or WR (race .I a and Water Sideld ". . ,,,, . . Surtadng: ,Stefl.sI4 gles, mechanically- famed :. • ;. ,... Class C 1. - ::Deck C-15/32 •. IndinerUnliMited •. Iutpach4 • , Surfacing: Steel or aluminum roofing panels, mecheniaaiiy faastened., • RGOF c own Roo fittg:system,(TGEU)•CC'ontfmud ELASIMPER S L BAJO 76 DON IRO DE:WNA1Q010,.2ARAGOZA SPAIN • • FLUID. APPLIED-COMING SYSTEM diss-k • 1: Deck NC • • y • • •;. ` 1atc+li ie:1 -1 /2 Surfacing: '7mperlas "applied at 4.5 gal/sq. • ELITE ALUMIh1UJVi INC • ' •,'4',"• 4650 LYONS TilitENOLoGY NCZ COCONETsCREEKRI330/3 OTHER SYSTEMS, • Building ig units used-in ti %7Steni aide composed o#` fed 1 ?S aluminum panel 3 to' 4'in ifitcli ' : • 1. Dec 1 C Incline 1 , T-!..!listifti*einif,Motbe either telf,ssppifitintar mechanitsali: j± at rafters or purlins. ELK CORP • •• • • • Si c60014911i:OUORi Dlt; DiAI;I Sf X15554 Any UL Classifil and stick underlayment maybe used hi d tion with "V 1R .any of:thnfollo .. .. .. QT3105K•S'!f „i F.Cass A.. , 1. D+e - 4.5/3,4 orittpue thingr• - .Ird1ner Unliulit d---;- Dnderlayment One layer "VersaShield UnderlayMent:'s, met f Ply Sheet One layer °Iype�3'D ar "VersaShield "; ri ec . • Singles•erPar rrebu ULC�ifidd or thted Steel Or copper.. 2l :•Deesmos /32 • .: Udine Unlimited • • • Underlayment • One Sayer t'VerdaShield fastened. Undearl i "; uses faed. ... • • . • •- Shingles: UL holier• Listed. ®ass A asphalt gam' der 3. Decic C -15/32 ' • 1Be ine:-IJralimited• 3. � c •"fir • 7 geld ,.': es oY eis:• it _ orbited' � -� ; 4' Deck 045/32... • ."" •• • ..•e•titclhIC ilih$1ild71.;.. Undedayineht 211th"Itl4'ers' a d' tt . , Membrari • Bndta•+Gedare" r.:: • • • ` 5. Deck 0=15/32 or Spaleeitattlittbtolit • Unlisriited Insulation: Rmaat'► •, cafYfe ::Paae1t Atty:ilL- . or •stending steel,•br• 6. Deck C -15/32 or p��a 6heathtn'g� • 'Iodise: �i$ed Under1aymeath•: - *le dr •.atorl.` es; "Vers�''lu� 'eId !Wm] Meehan/614 ':: ••• f R44611 Any, T standing seamsteel, , 7. Deck C -15/32 at Spaced Sheathing Incline: Unlimited -: •6Underlaym ._.ti "V •Us y % mechanicallyfi , .: r, �.Sbinglesit : 4Ar.04 *lie c ater] di a tplei cic,,nontbatter , S. Deck C -15/32 or Spaced Sheathing Iselin: Unld .. . Unfit iaymenh 1,.;t r : Ay s "Ve ashidd : = Un d. e r ] machati&aliy- . l�ecc pGl /3� - < ncinenlmiia" UeerIa `4 yand .Wa • .: BRAMO Fax:9545843730 Feb 1 2006 9:03 P.04 • ::• -. •�•-.. r- _ _ ._. �.,_ ., • SOP PL i. PO nPhH088 0465 TO 93451%13,7.10. 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IMMIIIIIIIEE:M. 4I7a.e • New tOTAL PAGP. AC r, r a., ) . *no w.a„ a 1...ropou.cr, ark v.t••os • v - awcAll4A46 vy PagAiksjtagi v.r•w• VP. •• UL Online Certifications after 'rCFU•RtS970 Roofing Sysiteins tuthrettnestmlesheflogineoloa ifflethster INC 1200 MOW AVE PERTH A1MOOY, en OU62 me 1. Dean C- 15132 sr spaced sheattenh Roofing Systems • r k Clem amen= wonted One layer ahnentingeld tindadonne-, machaniity Sasteeed. goir Shaft —One layer Tyife30Leesemeter"V , meueenicass# restenad: lrs_L_ — Varies ;1100.1300, 21100 et 3500'. 2, Dada 4` 15y or mead *beelines Ingham b1W111tted un Ot mark gels "V .tp. �t Postabt 1A0, 1300, SAO or 200% lASUROW on 20@0 -09-01 Isge li'f • • • • • • •• • •• • • • • • . • • •• • • • • ••••. ••••• • • • • • • •••• •••• • • ameatigeet ••••••• • - •• i•i • Qi�ll[ • r • • • • • • • • • • • • • • • • •••• sr • • • • • The aPPee snae eta game Ar to dati M this database does not M tinnWasston that inediat 00wittootrolnovi bee° an s -vp senate. only these products beau the UL Ms * 1a o�tdei d to he pyred;t C 'VA Same Always look rotes Nark eA the product. tit penults the reveducten cif the material mintbeGrtUne 01atterj subject to the Resift =CRIME 1. Theta In , a unless Mk* mat he preseaded to therenseefte and la A nx- otbk manner, any riaripukablit Oda d*tl for . 2. The atatesnant ntetalated in thCt re- ct mows& In addition, the ekecenry wee won hem Undenettere Uhontecies tae.' nuistespeee adjacent eothe extracted Undetritent maned n et e a p notice � the b pMY es La iadapandias etoas.,eattan corking for a wet world with tatagr.17. orstip.on ono ts.. »:a: htcp://d€ bescut. corm /cgi- vkaYlilt ,la SEXT /IFRAMF/showpage. ltlit i 10/31/2.:6:1 e • SECTION 4402 WW/ H. VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR' RO FING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide- the owner with the requited r..00frn permit, and to explain to the owner the content of this section. The provisions of Chapter 44 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system:7nstalla ons. Addiiionally,..ge _foll_owing: items should be addressed as part of the agreement between the owner and the contractor. The owiier's+initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44; Steffen 4402 (High Iocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wiild resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between . the owner and the contractor. X 2 Kelm Wood Decks: When replacing roofing, the existing wood roof deck meychaire to be ' . renailed:1n accOrdoite with the current provisions of Section. R4403 (High Velocity Huhicane 2 taees) of the Florida Buifi#ing Code. (The roof deck is usually concealed prior to removing the existing roof System.) 3. Common Roofs: Common roofs are those which .have no visible delineatioin between neighboring units. (Le. townhouses, condomin.iutns, etc.) In buildings with common roofs, the roofing contraeterandterioWner should notify the occupants of adjacent units of roofing work to be periOrmed. 11///W 4. !booted Ceilings: Exposed, open beam ceilings are where the underside of the decking can beviewedfrorn below. The owner maywish to maintain the architectural appearance, tfrevefbrerroeftng • nail penetrations •of the>urtderside of the decking may not be acceptable. • • • • • • • • • • • • •• 5. Ponffii : Water The current roof system and/or deck of.the building my'Aetdrain: welrand may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can't/rah IndL of • structural° distl++ess. and may-require the review.of a professional structural engineer. Ptialtrfg'rtray'Si`IOrten the life expectancy and performance of the new roofing system. Ponding corhditoncrio•not bd a 4kfent uhtitthe,original roaflng yatem is removed. Ponding conditions should be corrected. • • • • • •_ • • .� 6. Overt stirs (wail outlets): it is required that rainwater flow off Io'Vet tits flatat not .cmodpiedettfrom aheild up of Ater. Perirneteriedge waifs or Other roof extenslons may bIOd t IS tiligitge • if Overflew sauppe - (w i outlets) are not provided. It maybe necessary to install. ovetfi'ow su pers in adritida With the 1 oftda Building Code, Sedtions 4402, 4403 and 4413:. 7. Ve ll ten.M.. Most roof structures should have some ability to vent natural airtlow'i hrOugh the - Interior r of the: StructOrat iteteernbly Structural Ithe building itself). The existing amount of attie ventilation eAa rir Abe radteitid..itthayetrberiefidiaito consider additional venting which can result°in extending thelerVicelife of the roof. • • • • • • • '1-f/ i__ r dwner`sfA!`rrt's. nature Date .m. -2 �. Permit Number p-ig) rJGT gc,57 Property Address