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REV-18-1978
BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ['PLUMBING D MECHANICAL IVIIdI I I I JI MACS CS V IIId jt Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. RECEIVED JUL 2 4 201E Ce 41 FBC 20 0" RF-3-18-600 Sub Permit No. 121L\.1 \ Y 19-3" 0 ROOFING 0 REVISION PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ❑ EXTENSION . ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS,, 553 NW 112 STREET JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 1121360210920 Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): MYRTIS SPENCER Address: 553 NW 112 ST Flood Zone: NO X BFE: FFE: 954 789 2198 Phone#: MIAMIA SHORES FL 33168 City: State: Zip: NA 954 646 2283 Tenant/Lessee Name: Phone#: NA Email: AMERICAN HOME CARE 954 646 2283 CONTRACTOR: Company Name: Phone#: Address: 6701 CYPRESS RD APT 201 PLANTATION FL City: State: GEORGE W PEARSON Qualifier Name: 33317 Zip: 954 646 2283 Phone#: CCC056760 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: 3500.00 800 SF Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition -❑ Alteration ❑ New EL Repair/Replace REMOVE AND REPLACE FLAT ROOF Description of Work: •❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ TICS. CC) Scanning Fee $ - Cd0 Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUES , 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 ANATTORNEY 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 / v� l� �� ,• -c! OWNER or AGENT The foregoing instrument was acknowledged before me this 23 day of J U LY , 20 18 , by MYRTIS SPENCER `\\aWmh/nally known to me or who has produced ,.`.\s•"�Nssiorv.••,`V.i as `��k,•Gp�JPFk.Y23?..... identification and who ce taj oath. ?3 J' • *: •:� :*`_ • • #GG 033162 ' S. ▪ 1.'. o J �03•�0��1. >, • ' Banded O ��.• KATHLEEN J STD i.\\\` Print: NOTARY PUBLIC: Sign: Seal: Signature 47,, A CONTRACTOR The foregoing instrument was acknowledged before me this 23 day of JULY- 20 18' • by GEORGE W P.EARSON ' .. , who is personally known to 1111/14011, me or who has prod identification anclOtio.�r NOTARY PUBLICS * ' : O . o "G 03362 • *• S as Sign. �h' �l�e` • ' -•: KATH LE�,i Print: Seal: ##################M######*##########!M####1#'1'i############################################################## APPROVED BY Plans Examiner Ss. Zoning 1 J'rr Structural Review Clerk • . •.. • •• .• • • • •• • • • . . •. •. •.• • • • ••. • . • •• • • • •. • . •.. . . • ..• • • • ••. ••• •• • • ••• • •• • • • • • • • • • •• • • • • • • • • •••••• • RECEIVED ••• • gesidaauildlply.C4q.5thEdition (2014) ROOFASSEMBL ANDR��FT�t-TRU•1�1RES JUL 2 4 2018 HignivPilolity ur:icante.7•one.Wniform Permit Application F • •••• �'� `�••.•...•.: • Section fi4 (General Information) Master Permit No. leF 3 - ( 6 0 Process No. Contractor's Name At Job Address 553 it,IAJ / I Z 5 - ROOF CATEGORY tow Slope 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tiles D Asphaltic Shingles 0 Metal Panel/Shingles D Wood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF TYPE ❑ New roof 0 Repair ❑ Maintenance E Reroofing 0 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 10 0 Steep Sloped Roof AREA (SSF) v Total (SF) 6- O G Section B (Roof Plan) 1 1 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 I 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. co APFRO\'ED ZONING DEPT -101-9-g o w — ■ —emi= mat la i g • "nu. RI tt P I iti ilk , pii 11111,11 i 6 bil .< d a < sri ‘ ,. Q( (90 0 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTER,NATIONALCODE COUNCIL® 1 1 1 1 1 1 1 1 1 I I 1 I 1 1 I • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • • ••• • • •• •. • • •• •• ••• • • • • • •• • • •• • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • ••• • • • • •• • • • •• • • • • •• •• • • • • • • • •••• • ••• • • Floride•Bullaing Cade 5yf•Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. • •• • • • •• ••• • • Section C (Low Slope Applica&ibnj • • • • • • Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.: • ••• —/ 3°,61 Design Wind Pressures, From RAS 128 or Calculations: P1: 3 91 I P2: 68- ( P3: ( 6- 7 Max. Design Pressure, from the speciU product approval system: Deck: 1 1 1 1 1 1 1 1 1 Type: /' C_ l r uu o c: y7 Gauge/Thickness: Slope: l' r ( L 5-- 1/ Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: I Top Insulation Layer: IA Top Insulation Size and Thickness: 1 Top Insulation Fastener/Bonding Material: 1 �-t l v� Base Sheet(s) & No. of Ply(s): 1 d� -Y " gaelc- Base Sheet Fastener/Bondi g Material: J • • lop Ply Fastener/Bonding Materia • Yeetiac Surfacing: A-5 `t+ Fastener Spacing for Anchor/Base Sheet Attachment: Field: 7 "oc @ Lap, # Rows 4@ 9t" oc Perimeter: 1�" oc @ Lap, # Rows L/ @ �' oc Corner: C " oc @ Lap, # Rows l@ �' oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. C14,0 Ai* -i. q &4 I fV)‘.i C N Ply Sheet(s) & No. of Ply(s): ! /X er G'—1 t 1 Ply Sheet Fastener/Bonding Material: rye i1 ry-5$,/��,� Top Ply: _(its (CG .. Cv��t -�i4-[-� Ci t,o 7/mil 15.38 INTERNATIONALTODE COUNCIL 1 �s `T'' FT. FT. Parapet Height Mean Roof Height FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 1 Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED): accessed by EIiczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. • • • • . • • • • • ••• • • • •.• • • • • •• • • • . • • • •• . . • • • • • • • •.. • • • • • ••• • • • • • ••. • • • ••• .. •• • • •• • •• •• • • • • • •• • •• •• • • • • • •• •• • • • • •• • • • •• ••. •• • • .SEC7'IQN 1524 HIGH VELOCITY Ml.1kRRCAN'620MS:-.RELLVIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2,Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. /141 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. 4.e. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge-wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature Date 5`'.3 (L j j7... 5, Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature Date Permit Number • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • • • • 000 • . • • • 000 • • • • • • • • • . • • ••• • •• • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • ••. • • • • •••• • DEPARTMENT OF REGULATOR% AN4ECQNONIC RESOURCES (RER) BOARD AND CODE ADMINIST1 TIMD;'VISION • :. • e. NOTICE OF ACCEPPAI qE SNcY ): • • : GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.mi amidade. eov/economv 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: GAF Conventional Built -Up Roof Systems for 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 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 shallbe available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 Membrane Type: Deck Type 1: Deck Description: • • ••• • • • ••• •• •• •• •• • •• •• • • • ••• • • • • • • • • • • •• • ••• • • • .... BUR• • • • • • ••• • • •• • • •• • • • • • • • • • • • • • ••• • ••• •• • • • • • ••• • System Type E(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. • • • •• • • • • • • • • • • • ••• • Fire Barrier: (optional) Base sheet: Fastening Option #1: Fastening Option #2: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Wood, Non -insulated 19/32'4 Qr gi.a.lespl 41''d Of tvopti•plank decks secured 6 in. o.c. at panel end and intermediate supporsiiih 88 ring shank nails to supports spaced 24 in. o.c. at max. • Topcoat® FireOut' Fire Barrier Coating, VersaShield' Fire Resistant Roof Deck Protection, VersaShield" Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. GAFGLAS® #80 UltimaTM Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® SBS Heat -Weld"" Smooth or Ruberoid® SBS Heat -Weld'" 25 base sheet mechanically fastened to deck as described below; GAFGLAS®Flex P1yTM 6, GAFGLAS® #75 Base Sheex, Tri-Ply® #75 Base Sheet or any of the above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) GAFGLAS' #80 Ultima" Base Sheet, Ruberoid® 20 Smooth or Ruberoid® Mop Smooth attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap" Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. 1. MANMADE COUNTY APPROVED See Fastening Options NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 25 of 31 • • ••• • • • ••• •• •• •• •• • •• •• • • • • ••• • • • • • • • • • • 040 • • • •• • • • • • • •• • •• • •• • •• • • •WOOD DECK SYSTEM LIMPIVIONS: • • •• • • • • • • • • • •• • • ••• • 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. •• •••• • • 2. Minimum'/4" DensDeckTM RoofIloIrdvr?/2 1 ipe .gyp'hm board is acceptable to be installed directly over the wood deck. •• • • • • • • 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.; or strip mopped 8" ribbons in three rows, one at each sidelap 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 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./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.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 TGFU.R 306 - Roof= Systems • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • • . • • CCasSA,Band C • • • • •.•• Hot roofing asphalt, for use wit; crgani;ar i glasstelts•or modified bitumen membranes. •• • • • •• • • .• • • "Ruberoid Heat Weld" SBS reofifig rr a ma)i • applicable Classification. 1. Deck: C-15/32 •• • • • • • • • • • • • • • • • • ••• ';:• • •• • • • • • • • k•• • . •• • • • 11, • • • • Inc •• • Mass A •• • ieu of "Ruberoid Mop" SBS products in any Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or po!yisccyanurate or urethane or periite/polyisocyanurate composite or perllte/urethane composite or wood fiber/ polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C-15/32 incline: 2 Insulation (Optional): — One or more layers perllte or wood fiber or glass flber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perllte/urethane composite or wood fiber/ polyisocyanurate composite or phenolic, any thickness, Ply Sheet: — Three or more plies Type G1 or "GAFGLAS Ply 4" or °Tri-Ply Ply 4" or "GAFGLAS Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet', 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perllte, wood fiber, glass fiber, polyisocyanurate, urethane, pertite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri-Ply Ply 4", "GAFGLAS Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: — - _ any thickness, hot mopped. Pl - - et: — Any UL Classified gravel surfaced - •halt glass fiber mat system. Deck: C-15/32 Incline: 1 S Base Sheet: nailed). Ply Sheet: — Cap Sheet: — Sheet". — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri-Ply #75 Base Sheet" (:nay be One or more plies Type G1 "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or GAFGLAS Ply 6". One ply Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap file:-;1C':/Documents°420u;c°1203e.::ngs:'sic Desi topige/20coati01a20Rea ng%20Systerns.h= (3 of 7©)5/2/2008 6:30:01 AM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 i 1 1 1 1 • • •• •• • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • ••• • • •• • • • • • • • • •• •• •• •••� • ••• ' • "" SECTION 1625 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 15.36 •• • • • •• ••• •• • •• •• •• •• • • • '• • :norida;8dl(birtfCoda.pth Edition (2014) High-YQI'ocity;Hdrrtc ncZQgg U iiorm Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof S stem Y Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,63 C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation INTERNATIONALCODE.COUNCIL FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized.