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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: LX FEES DLL. �g y y�Q RECEIPT #: -� Permit#: _. Planning & Development Services Department Building & Code Regulation Division SCANNED 2300 Virginia Avenue BY Ft. Pierce, FL 34982-5652 St. Lucie County Tel. 772-462-1553 APPLICATION FOR ROOF PERMIT SEE REV RSE SIDE F INSTRUCTIONS 1. Location/Site Address: f� 1r? ca 1 a n. ri v P P (ASP YA tr 2. Parcel ID Number: C6 H - M - oDo q (w) - N Office Use Only Sectio:n::TT:ownship Range Ma Pa a Zoning Land Use Initials I No --Tcikt c'>'&1- 3. Description of Project or Work Activity: f e 1'pp 6-9:) 4. Total Roof Area (square feet): c9 0 d 6. Type of Roof. [✓tliberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel odified Bitumen [ ] Other [ <Product Approval required for all types of Roofing Material (2 Sets) [ ]`All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: ©5e o h Sa yn '�d C 0 Address: 1) n 041)ck b� , City:y e v, &L . State: F-G Zip: -7 Phone: D- o2 q • 33 3 3 9. Value of Construction: S FL Reg/Cert #: C C C 0 .L 1J y /l County Cert #: Business Name: '­7�/� Cell Phone: 3 6/ of -7 7 a "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'SRFFIDAVIT: I certify that all of the inform ion contained in this application is correct and that all work will be done in compliance 'th pplicable laws regulating construction and zoning. �J In V. 1�Uyte c/ PRINT QUALIFIERS/OWNERS NAME r S TURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF W a r TC N ACKNOWLEDGED BEFORE ME THIS / DAY OF Q !` C G1 20A BY �') ©X (4 a% WHO IS P SONALLY OWN TO ME OR HAS PRODUCED AS IDENTIFICATION 4' Li5c� ruAi(e�� ?oµerPB��4 LISABRUMLEY SIGNAT OF NO I RY TYPE OR PRINT NAME OF NOTA Y =+ (s�ap MY COMMISSION #FF012769 h •.. OPz COMMISSION NUMBER '•9:�'oFF�o?�'` EXPIRES April 29, 2017 (407) 398-0153 FloridallotaryService.com NOTICE TO OWNER: 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 YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 Apr 21 14 03:40p Stuart Roof- (772) �,Q?-9856 i R�Y'�5�� `F ��..a •. z � -.::.fit r.-��w�i Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # l qD 3 — 0a2.3 0 I -5- . �2, U T %-.,) L"oO'' -- , licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *F5468 Building Inspector *General, Building, Residential or Raa +ng Confra or or any individual terrified under 468 F.S. to make such an inspection. On or about— 7 f z 1' (q , I did personally inspect the roof deck nailing (Date) work at: S� A U U cti— . � �y Is ,r�Lk (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) ,` Signature and Seal License # STATE OF FLORIDA COUNTYOF eta! grin Sworn to and subscribed before me this 01 day of AQ Pi! 20 by M, k^ i ijc r,,e r Who is personally known to me or who has produced as identification. Notary Public, State of Florida Signature of Notary. 2e Commission Number: (Seal) En 01/19/2011 nk LISA BR -`� UMLEY My COMMISSION #FF012769 EXPIRES April 29, 2017 (407j 398-0153 FloridallotarySorvice.com JOSEPH E. SMITH, CLEI;M7 THE CIRCUIT COURT — SAINT LUCIE COU--- FILE # 3933921 OR BOOr_ J1,2_ PAGE 198, Recorded 03/13/2014 a ;:29 PM rJ i \ PERMUNUMaER. NOTICE OF COMMENCEMENT llie undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice ofCommeneenent I. DESCRIPTION OF PROMTV(Legal description other property &smxtaddress, ifavailable) TAX FOLIO NO.: !-. QOQ-y SUBDIVISION BLOCK TMCI' LOT BLDG UNIT [.; tr'ad K f'/ I Yf -! (,Se As/ i- k e In,/)�� lilk f C Y 7- GENERAL DFSCRIPrION OF IMPROVEMENT: yt P j`/J ^ ✓`-f 3. OWNER INFORMATION OR LESSEE INFORMATION IFTHE LESSEE CON7'RACIED FOR THE ""ROVE" a. Name and Wdrea Jbr Sc--., Meneeh 39'SS'7 E lid —a in pmperry: oc0^Gc e NamasW oddress 0f roe ®nple tidehdder(ifdilkred bmOOwsw listed above): 4. a. CONTRACTORIS NAME: t✓ \ Cmmava's4dtress A�wb.Ptereraanbec d. SURETY(ifappliabte.ampyoftheprymeraboMismadred): a Nmnea A address: E Ph— ..b-. c Ammra of WM: S 6. a LENDER'S NAME: L—W'aaddress: b. Ph= number: 7. persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statmes: b. Ph4we oonben ofdespmed pn 8. a. In addition to himself or herself, Owner designates of to receive a copy ofth Lirma's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Ph —mentor ofp— or cad y d®gmmd by owner. 9. Expiration date of notice ofcanmentxsnent (the expiration date will be I year tram the date of recording unless a different date is specified):_ .20 O'er SGi�, Tt7 r'U or Lessee's (Print Name and Providesipatory's TINetonice) State of f- L County of --!1[„ �L'j e The foregoinginsstrumentwas acknowledged before me this day of r,-A . 20 by abe Ste,,., Eo F-v ,as Owner fbr (name of person) (type of authority,.., e.g. officer, trustee, attorney in fact) (name of party on tehalfof wham instrument was executed) Personally Known __!!!for Produced Identification_ Type of Identification Produced LISA BRUMLEY MY COMMISSION NFF012788 (Signature of Notary Public) ?a EXPIRES Aprll 29. 2017 (Print. Type, or Stamp Commissioned Name of Notary 'e) (407) 39"133 FloddeNuta ysorvlea.c0m Rev. 10-IS-13 STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRill EAJP-X; ;IF, :YiCTCOPYO�T14E JOSE E S H 11 1, CLERK By:—�. Date iAR-aT'T" 2014 rf HLE COPY AC62 ENGINEERING INC Testing and Engineering Services Certificate of Authorization - C.A. # 8131 16821 SW 1 Street, Pembroke Pines, FL 33027 Engineering Calculations CALCULATIONS FOR ANCHOR OR BASE SHEET ATTACHMENT BASED ON ROOFING APPLICATION STANDARD (RAS) No. 117 (New Construction/Reroof Applications) PROJECT NAME: Suart Roofing Corporation This calculations is for a Flat Section of a property located at: Aqua Ra Drive, Jensen Beach and 52 Aqua Ra Drive, Jensen Beach Note: These calculations apply for the 2 different address since it is a duplex building Given by: Suart Roofing Corporation Flat Roof Section Area is: 12 Square Building with a roof mean height less than Base Sheet Lap 4 Inches Wind Uplift Pressures from Permit Application: Field Area -112.5 psf Perimeter Area -112.5 psf Corner Area -112.5 psf Wind Uplift Pressures from RAS No. Field Area -51.4 ps Perimeter Area -86.2 psf Corner Area -129.7 psf s (Total for 2 separate roof Areas) 10 feet SLOPE al or Lower) 1/2" in 12 0. 128 (See FBC): Exposure D f 170 MPH FASTENERS BY NOA - .NOA # 13-0416.05 Page 31 of 32 Ring Shank Nails and Tin Caps Base Sheet Fasteners at a fastener spacing of 6" o.c. at the 4" lap staggered and 6" o.c. in FOUR rows in the center of sheet. Maximum Design Pressure by NOA: -112.5 psf ACB2 ENGINEERING INC. Testing and Engineering.:Services CALCULATIONS FOR BASE SHEET Given: Width of Sheet is: 36 inches (Information by Roofer) Side Lap Width is: 4 Inches (information by Roofer) A. CALCULATE WIDTH OF SHEET FOR ONE NET SQUARE (100 ft2) 1. Net Width of Sheet (ft): Net Width(ft) _ (Sheet Width) - (Side Lap Width) 112 Net Width (ft) = 2.666667 ft OR 32 inches 2. Net Length to Make One Square (100 Square Feet) _ Net Length = (100 ft2j/Net Width Net Length = 37.5 feet B. DETERMINE THE NUMBER OF FASTENERS PER SQUARE General Equation (1 Fastener/A) x (12 in./ft) x ((B/row) x (C/square) = D Where A= Specified Fastener spacing LAP .6 Inches A2=Specified Fastener spacing (FIELD/ROW) 6 Inches B=Net Length (in feet) to make one square 37.5 feet C=number of rows having spacing A (LAP) 1 Rows C2=number of rows having spacing A2 (FIELD/ROW) 4 Rows D= number of fasteners per square SIDE LAP ROW: 75 "=D" Fasteners/Square CENTER ROW. 300 "=D" Fasteners/Square Total Number of Fasteners per Square (every 160 ft2) = 375 TOTAL SQUARE FEET PER_FASTENER 0 266667 Square Feet pir-,fastener I ACB2 ENGINEERING INC Testing and Engineering Services DETERMINE THE FASTENER VALUE Given: Calculated Square Feet per Fastener = 0.267 ft2/Fastener Maximum Design Pressure From NOA 112.5 psf GENERAL EQUATION Fy = Fastener Value Fy = (max design pressure) x (square feet per fasteners) Fy = 30.0375 Ibf DETERMINE ANCHORIBASE SHEET SPACING TO MEET PRESSURE GENERAL EQUATION FS = (Fy x 144)/ (P x RS) FS = fastener spacing Cinches) Fy = fastener value (Ibf) P = max design pressure (psf) RS = row spacing (inches) Note: Row spacing (RS) is the Net Width of Sheet divided by number of rows The Net Wdth is the width of base sheet less the side lap distance Total Number of rows from NOA = 5 Fastener Rows From Previous Calculations: The net width is 32 inches Therefore Row Spacing = 6.4 inches Wind Uplift Pressures from RAS 128: Exposure D Field Area 51.4 psf Wind Speed 170 mph Perimeter Area 86.2 psf Corner Area 129.7 psf CONCLUSIONS/RECOMMENDATIONS A. FASTENER SPACING FOR PERIMETER AREA FS = 7.840415 inches USE MAXIMUM 6 INCHES SPACING (Recommended) Minimum 4 Feet Wide Perimeter Width - Use 6" o.c. with 4 rows in Center of Sheet and 1 row in Lap B. FASTENER SPACING FOR CORNER AREA FS = 5.210823 inches USE MAXIMUM 51NCHES,SPACING (Based on Building Code 2010) Minimum 4 Feet by 4 Feet Area for Corner- Use 5" o.c. with 4 rows in Center of Sheet and 1 row in Lap C. FASTENER SPACING FOR FIELD AREA FS = 13.14871 USE MAXIMUM 61NCHES IN LAP AND CENTER OF SHEET (Based on Product Approval) Four rows in center of sheet 6" o.c. and one row Side Lap Spacing 6" o.c. HLE COPY M1AWQ;J�Dl=�;` DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 woiw.miamidadc.aoy/econ onn' NOTICE OF ACCEPTANCE OA Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Polyglass Modified Bitumen Roof System 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 rev" nor change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end*61' ny product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tith 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, Flori )ihall owed bythe expiration date may be displayed in advertising literature. If any portion of the NOA is displayed en be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distri t and shall be available for inspection at the job site at the request of the Building Official. u This renews NOA# 12-0710.04 and consists of pages 1 through 32.� . The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0416.05 ell MlAMI DADE COUtdT1f Expiration Date. 09/13/17 ... Approval Date: 07/18/13 Page 1 of 32 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category. Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description Polyflex 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 32' 10" x 3' 3-3/8" ASTM D 6222 yester reinforced, APP modified bitumen mapplemb ane with a burn off polyethylene back face and a granule top surface. Polyflex G FR 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. Polybond 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polybond G 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified Type I bitumen membrane with a burn off polyethylene back face and a granule top surface. I te" 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a polyethylene or sanded top surface. Elastoflex S6 G 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Elastoflex S6 G FR 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Elastoshield TSG 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with. a burn off polyethylene or sanded back face and a granule top surface. NOA No.: 13-0416.05 e�iawn.oane coUNTY Expiration Date: 09/13/17 Approval Date: 07/18/13 Page 2 of 32 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Elastoshield TSG FR 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Elastoflex V 32' 10" x 3' 3-3/8" ASTM D 6163 Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a sanded top surface. Also available in a thicker version listed as Elastoflex V 2.5. Polyfresko Mop 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Polyfresko Mop FR 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Polyfresko Torch 32' 10" x 3' 3-3/8" ASTM.D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Polyfresko Torch FR 32' 10" x 3' 3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified with a burn off polyethylene back bitumen membrane face and a granule top surface and fire retardant chemistry. Elastobase 65' 2" x 3' 3-3/8" ASTM D 6163 SBS modified asphalt coated fiberglass reinforced base Type i sheet. Elastobase P 65' 2" x 3' 3-3/8" ASTM D 6164 SBS modified asphalt coated polyester reinforced base sheet. Cold Process 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. PG100 Asphalt 1, 3, 5, 50, 55 gal, ASTM D41 selected asphalts upenetrating sed t proon of lmote adhesion. vent and ad of Primer tube or 17 oz. spray can PG350 Mod Bit 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type III modified bitumen membranes. PG400 Plastic Roof 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG425 Wet/Dry Roof 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. NOA No.: 13-0416.05 fyitAMt•DAOE couNVY o Expiration Date: 09/13/17 Approval Date: 07/18/13 Page 3 of 32 e 7 Deck Type 1: Wood, Non -Insulated -1. -°-1 0 Deck Description: 19/32" or greater plywood or wood plank. System Type E(4): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below: Fastening: 11 ga. Annular ring shanked nails and 1-5/8" tin -caps 6" o.c. in 4" lap and 6" o.c. in four equally spaced staggered rows. Tin -caps are primed with PG100 primer. Ply Sheet: (Optional) One or more plies of Elastobase, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. Membrane: One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -112.5 psf, (See General Limitation #7) NOA No.: 13-0416.05 MIAMI•DADE CODU Expiration Date: 09/13/17 ' Approval Date: 07/18/13 Page 31 of 32 4 r 1 J WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LMTATIONS: 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.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, 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 attachment is based 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 the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered 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 corner 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, 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 corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 13-0416.05 MIAMIMADE COUNTY Expiration Date: 09/13/17 Approval Date: 07/18/13 Page 32 of 32 FILE COPY �l TjtlNfj'Y ERD EVALUATION REPORT GAF 1361 Alps Road, Building 7-3 Wayne,NJ 07470 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-R13 FL10124-R1i Date of Issuance: 01/03/2008 Revision 13: 08/29/2013 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt. Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appeaa d by Robert Nieminen, P.E. 0 This does not serve as an elened document. Signed, sealed ha been transmitted to the Product AgVr and to the named clientv� CERTIFICATION OF INDEPENDENCE: 1. TrinityiERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company ma ring or distributing products it evaluates. 2. TrinityiERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products f w the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process f the product. �ov r)(D \I TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Ent! Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR O1/13/2012 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161,133462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1OCA13686 05/15/2010 UL (TST 1740) ASTM D3462 1OCA07264 05/27/2010 UL(TST 1740) ASTM D3462 1OCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 0BCA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R13 Certificate of Authorization *9503 FL10124-R11 Revision 13: 08/29/2013 Page 2 of 5 Entity UL (TST 1740) UL, LLC. (TST 9628) UL, LLC. (TST 9628) UL, LLC. (TST 9628) UL, LLC. (TST 9628) UL, LLC. (TST 9628) UL, LLC. (QUA 9625) 4. PRODUCT DESCRIPTION: Examination ASTM D3161, D7158, D3462 ASTM D3462 ASTM D3161, D7158, D3462 ASTM D3161 ASTM D3161 ASTM D3161 Quality Control N1NIERD Reference Date 11CA48725 12/09/2011 12CA34891 10/12/2012 12CA58151 02/15/2013 12CA38083 02/26/2013 13CA32332 06/18/2013 13CA37934 08/02/2013 Inspection Report, File No. R21 05/03/2013 4.1 Marquis WeatherMax, Royal Sovereign and Sentinel are a fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Camelot, Camelot II, Capstone, Country Mansion, Country Mansion II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Slate, Grand Slate II, Monaco, Sienna, Timberline American Harvest, Timberline ArmorShield II, Timberline Natural Shadow, Timberline Natural Shadow Arctic White, Timberline HD, Timberline Cool Series, Timberline Ultra HD and Woodland are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Slateline is a fiberglass reinforced, 5-tab asphalt roof shingle. 4.4 Seal -A -Ridge, Seal -A -Ridge Armorshield, Seal -A -Ridge IR and Timbertex Hip and Ridge are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.5 Pro -Start Starter Strip Shingles and WeatherBlocker Starter Strip Shingles are a starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All GAF shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasa = 150 mph (V„lt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All GAF hip & ridge shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (Vult = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1113 Certificate of Authorization #9503 FL10124-R11 Revision 13: 08/29/2013 Page 3 of 5 v I RINITY I ERD 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Starter Strip Shingles shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Slate, Grand Slate II and Woodland require minimum five (5) nails per shingle. ➢ Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge, Seal -A -Ridge Armorshield and Seal -A -Ridge IR asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". it's, saaklnt (2..MM) 1' 5 MM) (255 tsollnnto ' Enduit d`6tanai6 6 Nallam 12, (345 MM) as t�ou� T ;2M MITI) 12, pass mm) Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R13 Certificate of Authorization #9503 FL10124-R11 Revision 13: 08/29/2013 Page 4 of 5 Q\T'�RINWIERD 6.4.2 Installation of Timbertex Hip and Ridge asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 11.s, SaalaM p (2B2 mrt) 1` ? Snduit d (2� htrt5} t � 4nduik '@fartchdM `—r MID t j, Miter (305 er ") Er (229 rim) 12, (Mr. woo 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1113 Certificate of Authorization *9503 FL10124-R11 Revision 13: 08/29/2013 Page 5 of 5