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RF-14-1381Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214940 Permit Number: RF -6-14-1381 Scheduled Inspection Date: February 23, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: SMITHERMAN, DAVID Work Classification: Flat Job Address: 570 NW 112 Street Miami Shores, FL 33138-0000 Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Building Department Comments RE -ROOF FLAT ROOF ONLY Phone Number Parcel Number 3021360210620 INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid February 20, 2015 For Inspections please call: (305)762-4949 Page 4 of 28 , _ . Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 rl Permit No: Structural Critique Sheet Page 1 of 1 r'Yc / A e.. LAS O -end/ 0 STOPPED REVIEW Plan review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re -submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT PPLICATION FBC 2Mb EC' JUN 27 2014: BY: Permit No. ly ^ �3 301 Master Permit No. Permit Type: $UILDING ROOFING, Owner's Name (Fee Simple Titleholder) "_DQV13 ��MT-A rm Cl n Phone # Owner's Address J_5 10 w ) f City I i State T 1 Zip � J JJ Tenant/Lessee Name Phone # Email Job Address (where the work is being done) City Miami Shores Villaize FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name I / Qi) I/? hone # Contractor's Address rj Nth• ) City ry� t r n i State_ � I Zip Z�yS Qualifier Name �U LP V' � *, r e Z Phone # State Certificate or Registration, No. �. Q S22 @1 } _ Certificate of Competency No. -Contact Phone E-mail 54 County Miami -Dade Value of Work Type of Work: Describe Work: Name (if applicable) this Permit $ _ 4 Phone Square / Linear Footage Of Work: s55 _ ]New Y [); Repair/Replace ❑ Demolition '' O':�` -f -1 ., '..: Irl -b cwoiwbU -46 U q I I. -3X3 ►,, f JA a 9��xa**��`�x�s�,�*;**��ra�*��a�x��**;�,�x�*����*�a*Feesx,u��,�����r�,r* x*�r��***�x�r**�*�*�•x*��**�•x,�x�� �: Submittal Fee $5 �°`'Permit Fee $ CCF $ CO/CC .$ Notary $ Scanning $ Double Fee $ Structural Review Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Bond $5b3 16D Violation date: Total Fee Now Due $�� . See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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�nd-a-rejnspection fee will be charged.. Owner or Agent The foregoing instrument was acknowledged before m this 01 day of _, 20149 by'DQ1iA who is personally known to me or who has produced_ As identification and who did take an oath. NOTARY PUBLIC: : Expires Aqr 14. ssien # EEtM F41IW 7O19D1it7.l•1 (Revised 07/10/07)(Revised 06/10/2009) 3 Signature 4�� Contractor The foregoing instrument was acknowledged before m� es day of U , 20 by �QU`i!l r MCI- �, personally known to a or -who has produced as identification and who did take an oath. Plans Examiner Engineer NOTARY PUBLIC: Expires Apr 14, 2016 sion # EE 163633 Zoning Clerk checked 1 CEI Ia ---- - - -- ROOF ASSEMBLIES AND ROOFTOP STRL CTUR& N 014 BY: -- ' � I Florida Building Code High -Velocity Hurricane zone Uniform Master Permit No. Contractor's Name Job Address '59oL XLowSlope ❑Asphaltic Shingles CE WITH ALL FEDERAL S i:A-[ F AND COUN 1� RULES AND REGULATIONS ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof '[Reroofing ❑ Recovering ❑ Repair O Maintenance / ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3515 3`Jm P-C.tion R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. FLORIDA BUILDING CODE — BUILDING •o* ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High -Velocity Hurricane zone Uniform Permit Application Form. -Sectlon C (Low Slgjie gr li at Fill in specific roof assembly components and identify manufacturer (If a component Is not used, identify as "NA") System Manufacturer: � e)''T� j neej Product Approval No.:- U - U. ) UY y Design Wind Pressures, From RAS 128 or Calculations: Pmax1 p� Pmax2•- 91- Pmax3• 9 �• Max. Design Pressure, from the specifi Product Approval system: (� Deck: Type:__ Gauge/Thickness: Slope: Anchor/Base-Sheet & No, of Ply(s): kj j Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness_ {� Base Insulation Fastener/Bondi g Material: "I Top Insulation Layer: �+✓�.� - Top Insulation Size and Thickness: To I s lation Faste er/Bonding Mate lal: Top j Base Sheet(s) & No. of Ply(s): l I t Surfacing: K) f4 FastenerSpacingfor Anchor/Base Sheet Attachment Field: a " oc @ Lap, # Rows -3 @ L " oc Perimeter: W It oc @ Lap, # Rows I @ 9 " oc Corner: -(—P" oc @ Lap, # Rows 'I @ Ja" oc Number of Fasteners Per Insulation Board: F I a I d ,�ff� A" Perimeter P / ' Comer -0/14 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Fbtg)as Mineral Surface cap Sheet 9" strip hot moped 'I .. . Goes . Base She Fastener/Bo ding M ter I: r �' l��ep�*4g { .0 d Goo•... • Ply Sheet(s) & No. of Ply(s): 0 1 �r ;5 G1assBase Base Sheet Mopped. Ply S ee Fastener/Bon0 d In ding Mat rials Two plies ofpbto P1y�S'�ie;� Fe N 3"x3° 26 Ga. Galy. Drip edge8888 : I Top Ply: ear mer .6 Top Ply N Fstener/Bond(ng Materal: b -- m®� J'4 t 14 pe FLORIDA BUILDING CODE — BUILDING Parapet —--H-ejtbt `0 9 ' . Agan ...Roof • Hiight .6 . .. . . 8060. 6666 6666 .. ,CdUNTY , MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stmt, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIMION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOAI .' 'siaclaaev/eca — CertainTeed Corporation 1400 Union Meeting Road, P.O. Boz 1100 Blue Bell, PA 19422-0761 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: CertainTeed Conventional Built -Up -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 comply with any section of this NOA shall be cause for termination and removal of NOA. 0000 ADVERTISEMENT: The NOA number preceded by the words Miami Dade • 9ounty, Flie.4 and • • 0 , : • followed by the expiration date may be displayed in advertising literature. If any. ppigpn of tae NOA is ....:. displayed, then it shall be done in its entirety.• 000 0 .. 0000.. 0000 0. INSPECTION: A copy of this entire NOA shall be provided to the user by the manft(4 'er or jos • 00 0 000000 distributors and shall be available for inspection at the job site at the request of the Beitdial OffcW.. : • • % • • .. .. .. 0000.. This NOA renews and revises NOA No. 08-0410.07 and consists of pages 1 through ui... 0 . The submitted documentation was reviewed by Jorge L. Acebo.• . . . . 0000.. 0000.. APPROVED .. 0 ..00 0000 NOA No.: 13-0204.14 Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 1 of 16 0000.. Deck Type 1I: Wood, Insulated Deck Description: 19132" or greater plywood or wood plank attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type A(3): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: All Weather/Empire Base Sheet, G1asBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3, Multi -Max FA -3, ACFoam-H, F1intBoard ISO, H -Shield Minimum 1.5" thick N/A N/A Approved Perlite Minimum %'1 thick N/A N/A Approved High Density Wood Fiberboard Minimum'/" thick N/A N/A DensDeck, DensDeck Prime Minimum'/" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-401bs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyan u rate side facing down Base Sheet: (0 mtiwal&s�n iZll Weather/Empire, Flex-I-Glas, Flex I-Glas FR or las ase®e sheet irectly over the top layer of insulation. Adhere with any approved moppin as hall cio 20-40 lbs./sq. Ply Sheet: Tw r more lies of Flintglas Ply Sheet (Tyne Wor Flintglas Premium Ply Sheet (Type VI) or ASTM D226, Type I sheet adhered in a full mopping of approved as halt at an a pl' ti ra s Cap Sheet: (Optional Qne o y of Flintglas Mineral Surface cap sheet r Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approted Inhalt at an• • • application rate of 20-40 lbs./sq. • • 000:0* Surfacing: (Required if no cap sheet is used) Any coating, listed below,*i*s*Ierf �s a surfacjng, must be listed within a current NOA. Install one of the fol1ow44gy 0 0 0 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respect -"a in a flood coat of approved asphalt at 60 lb./sq. • • • • • • • • • • 2. A two part coating consisting of a base coat of APOC #300 Atphalt FiberBd Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. AE©rX�12 Fiberen Maximum Design Aluminum Roof Coating. :000:6 • .. 0000 Pressure: -60 psf (See General Limitation #7) 0 0.0 NOA No.: 13-0204.14 MIAM ECOUNTY Expiration Date: 06/19/18 ' Approval Date: 05/30/13 Page 7 of 16 000000 .0000. .0000. 009.0 00000 0000.0 0000.. 0000.. 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 UwTATIoNs: 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 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 ibf, 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 he 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 milers, metal profile, and/or flashing termination de, jpw . shall conform to Roofing Application Standard RAS 11 I and applicable wind l)ad f'e *emMW 9. The maximum designed pressure limitation listed shall be applicable to all roof'ressure zme*s* ti e. field, perimeters, and corners). Neither rational analysis, nor extrapolation she FXgrmitted fq#• enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comersmA comess). . (When this limitation is specifically referred within this NOA, General Li&sawn #7 41Amot be applicable.) 90:00: •.• . 10. All products listed herein shall have a quality assurance audit in accordance Willi did Florida " Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE .. SSSS NOA No.: 13-0204.14 MWMHMDEExpiration Date: 06/19/18 • • • Approval Date: 05/30/13 Page 16 of 16 SSSS.. SSSS.. SSSS.. 0 .s.0. SSSS. SSSS.. 0 0 Soso% 0 0 000000 • . TGFU:R11656 - Roofing Systems CERTAINTEED CORP ROOFING PRODUCTS GROUP 1400 UNION MEETING RD PO BOX 1100 PA 19422 USA http://database.ul.com/cgi-bin/XYV/t`emplate/LISEXT/IFRANM/shov TGFU.R11656 Roofing Systems Roofing Systems R11656 Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A, B or C roof constructions indicated below. Type G1 FUntglas Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet Is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 FUntglas Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex-I-Glas, Premium Flex-I-Glas or Flintlastic Base 20 Sheet is a suitable alternate for the G2 glass base and the Type 15 AII-Weather/Empire base sheet. Unless otherwise Indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in place. Black Diamond base sheet is limited to noncombustible decks and combustible decks requiring insulation. Two piles Type G1 may be utilized In place of one ply Type G2. EPS insulation followed by 1/2 in. cover board may be utilized in any of the following systems. The "YOSEMITE Venting Base Sheet" may be used in any of the following noncombustible deck roof systems and, where Indicated, in combustible roof deck systems. "Torch APP" may be utilized in any of the following systems that contain "Flintlastic STA". "Flintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" in all application Classifications. References to Type G2 base sheets includes "Channel -Vent GB". "FlintBoard Iso", "FlintBoard Iso Cold", "FlintBoard Iso -T" or "FlintBoard Iso Plus", may be used wherever polyisocyanurate insulation is specified. Uniform thickness or tapered insulation may be used In the following systems provided they do not exceed the Indicated incline or thickness. "FlintBoardH ISO", "FlintBoardH ISO Cold", "FlintBoardH ISO WF", "FlintBoardH ISO F", "FUntBoardH ISO NB" and "FUntBe&*H ISO DD" may be used wherever polyisocyanurate insulation is specified. • • • 0000 • *00000 "FlintBoardH ISO T", "FlintBoardH ISO T Cold" and "FUntBoardH ISO T WF" are acceptable alternatives to •PUntE?oardH T$V': 'FjintBoardH • • ISO WF" and "FUntBoardH ISO Cold", respectively, provided they do not exceed the Indicated incline or tiNcknom of the lysterh. 000000 Any UL Classified EPS, any thickness, maybe used below "FllntBoardH ISO", "FUntBoardH ISO T", "FlintBoardH ISO Colla�rr "FIjptBoardf? M *: T Cold", "FUntBoardH ISO WF", "FlintBoardH ISO T WF", "FlintBoardH ISO F", "FUntBoardH ISO NB" or "FAttS�ardH IS&CD haulation on • non-combustible decks provided a minimum 1 in. thick layer of "FlintBoardH ISO", "FUntBoardH ISO T", "11410118trardH ISO CclIQ • • • • • "FlintBoardH ISO T Cold", "FlintBoardH ISO WF", FIIntBoardH ISO T WF", "FUntBoardH ISO F", "FlintBoardH &50 PIB" or W4IxtBo.erdH ISO* • • • • DD" polyisocyanurate insulation is used. Max incline shall be In accordance with Classification establishedfgPUVMsulation/niggbra ne • • • • • • roofing system, but can not exceed 1:12. • • • • For Combustible Decks -Class A: • • • • •....• . 1. A minimum 3 in. layer or a minimum two layers of 1.5 in. of "FUntBoardH ISO Cold" or "FUnt4ardAGO T Cold" Is 0 • • • • • placed directly over a combustible deck and is covered with any UL Classified roofing membrane AN irfany UL C6ss•A • • roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except &A*Rded or extruded polystyrene), any combination, any thickness, may be used below the 3 in. minimum total thickness of "FUntBoardH ISO Cold" or "FlintBoardH ISO T Cold". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non -UL classified) may also be used below the Insulation. All insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. I of 21 2/7/2011 3:45 PM TlTFTPR116'16-RnnfinaQvatamc is .//a t _..t TGFUA11656 - Roofing Systems http://database.ul.com/cgi-bWXYV/template/LISEXT/1FRAME/show ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: NC Incline: 3 Base Sheet: — Type G2 Glasbase. Ply Sheet: — Type Gl Flintglas or Type G2 Glasbase. Surfacing: — Gravel or slag. 2. Deck: C-15/16* Incline: 1/2 *All joints blocked. Base Sheet: — Two layers Type G2 "Glasbase" base sheet or Type G-1 "Flintglas Ply Sheet". Surfacing: — Type G3 "Flintglas Mineral Surfaced". 3. Deck: NC Incline: 3 Base Sheet: — Two layers Type 15 All Weather/Empire. Surfacing: — Gravel or slag. 4. Deck: NC Incline: 3 Insulation: — Polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet: — Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: — Gravel. 5. Deck: C 15/32 Incline: 3 Insulation: — Polyisocyanurate 1 in. min., mechanically fastened or hot mopped. Base Sheet: — Three plies Type 15 asphalt saturated organic felt (perforated) hot mopped with hot roofing asphalt. Surfacing: — Gravel. 6. Dedc: C-15/32 Incline: 3 Vapor Retarder (Optional): — Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polylsocyanurate, perilte, glass fiber or wood fiber, any thickness. Base Sheet: — Type G2 "Glasbase" base sheet. Ply Sheets: — Two to three layers of Type G1 "Flintglas" ply sheet or Type G-2 "Glasbase" base sheet. Surfacing: — Gravel or slag. 7. Deck: C-15/32 Indine: 3 apor Retarder (Optional): — Type G2 "Glasbase" or UL Classified vapor retarder. "` ulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane: — Three or four layers of Type G1 "FOntglas" ply sheet. Surfacing: — Gravel or slag. 8. Deck: C-15/32 Incline: 1 r r O [anal): — Type G2 "Glasbase" or UL Classified vapor retarder. u do (Op Iona) One or more la a or com ination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. a e pe 2' e" ase h et. Ply Sheets: — Two layers Type G1 "Flintglas" ply sheet. ap Sheet: — One IayerType G3 "Flint las" cap sheet. ; 9. Deck: NC Incline: 1/2 • • • • • • • 4 • • • 4 • • Insulation (Optional): — One or more layers or combination of the following: Johns Manville "ENRGY *"' �o� *isocyarMr ��, pIriite, gljV. •; • fiber or wood fiber, any thickness. Base Sheet: — Two layers Type G2 "Glasbase" base sheet or Type G3 "FUntglas Ply Sheet". *00:00 • • • Surfacing: —Type G3 "Flintglas Mineral Surfaced". •••"•• 0000 •• • a • 10. Deck: C-15/16* Incline: 1/2 0000 • 4 • • • 0 • • 0 •••••• ••• • 0000• *All joints blocked. • • • • • • • • 6 • • • • • • 4 Insulation (Optional): — One or more layers polyisocyanurate, 2 in. min, wood fiber, 1 in. min, periite:17,CA:min, glass fifer, 15/16 in. 0 • min. • • •• 000000 Base Sheet: — Two layers Type G2 "Glasbase" base sheet or Type G1 "Flintglas Ply Sheet". • • 0 • • • • • • • Surfacing: — Type G3 "Flintglas Mineral Surfaced". • • • a • • • • •• • 0640 • 4 11, Deck: C-15/32 Indine: 3 • • i • Insulation (Optional): — Any thickness, one or more layers or combinations (optional of "Hy -Therm AP", "Hy -Therm TAPERED", "Hy -Therm COMPOSITE", "Celo-Therm""HY-Tec (Energy-LOk)", "TRI -Star", wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet: — Type 15 asphalt organic felt, or "Glassbase Base Sheet", nalled or hot mopped. Ply Sheets: — Min three plies Type 15 perforated asphalt organic felt, "Flintglas Type VI Premium Ply Sheet", "Flintglas Type IV Ply Sheet", hot mopped. Surfacing: — Gravel or slap. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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. � 2. 4 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). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. 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. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. [A5S Overflow scuppers (wall outlets): It is required that rainwater flows off so that the<rQDt is not ... • • • overloaded from a buildup of water. Perimeter/edge wall or other roof extension All brcrk this dj6ghprge if . • overflow scuppers (wall outlets) are not provided. It may be necessary to install oyQcfimscuprers In : see*:* accordance with the requirements of Sections R4402, R4403 and R4413. 060:69 • mesa .. s 7. Ventilation: Most roof structures should have some ability to vent natON birflow throptj the interior of the structure assembly (the building itself). The existing amount of attic eniion shad 161 J ,;;,,e reduced. It maybe beneficial to consider additional venting which can result in e4g4% the servic* life of the so roof. • �U Owner/Agents Signature Date Contractor ignature Date"" Revised on 7/9/2009 LD r To: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 T 14U r Re: Owner's Name: Property Address: 59 Q NW I ! a, '-4- Roofing Permit Number: n Date:�� I y Dear Building Official: 1V A rit 2fffl GO certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade The undersigned, being the first duly swom, Sworn to and subscribed before me this Notary Public, Sate of Florida at Large • When the just valuation of the structure for puw SFBC. Then you must provide a building application Revised on 5/2112009 'cyjc� S rn(1Gn Print Name •••••• ...... .. . ...... .... . .. ..... ...... ... . ..... and says that he/she is the owner foroe-96ove property* ment amito 1 day of IL4 e ®� : •' :...:. ....:. nNEZ •••• Co m EzgirelWAPr 14 2016 xaVA 194"1" .00, and the building was not constructed with FBC nor a 1994 Hurricane Mitigation.