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REV-17-32 ' 1 Miami Shores Village ,, , Building Department JAN o 5tot 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 v � BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 54.(.l FBC 20 R BUILDING Master Permit No.Ri-"(l'i L+" -30 3 PERMIT APPLICATION Sub Permit No. \,j -3 2 ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [] MECHANICAL F-1 PUBLIC WORKS [—] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:N iv C cv-P"y/' City Miami Shores County- Miami Dade Zip: Folio/Parcel#: /I -3 do U_Q 17 -Oy oO Is the Building Historically Designated:Yes NO Occupancy Type: sF Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): V" fin Q"'I LG Phone#: Address: Q a D fl(�� L � r� A-L) City: �`)(1/1 f 'S bl2�t S State: -F1 Zip: $' Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Pc,-O (� � � / C.- aoe414 Phone#: q (Vg1'71P Address: `�n�A� � c¢� Z� `Ql ct City: V State: t—(�k Zip: Qualifier Name: cl- r---S' Phone#: State Certification or Registration#: 02-C-(-'9 1�1--7� C Certificate of Competency#: Q �f DESIGNER:Architect/Engineer: Phone#: Address: ,.� City: State: Zip: Value of Work for this Permit:$ � S LT�' Square/Linear Footage of Work: ry y2 i eSSS � �civcw� Type of Work: ❑ AdditionAlteration F-1NewElRepair/Replace ❑ Demolition Description of Work;� �a Pi r nmC�Y� -e�� Specify color of color thru tile: Submittal Fee$ 1Tb rM K� Permit Fee$ 1 00 CCF$ o CO/CC$ Scanning Fee$ Radon Fee$ Z DB(PPR$ Notary$ Technology Fee$ � Trainin Education Fee$ 1, `c) Double Fee$ �— g/ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ tC/� (Revised02/24/2014) 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 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 / ✓' Q� Sign ure J r� WNER or AGENT CONTRACTOR The foregoing instrume t was acknowledged before me this The foregoing instrument was acknowledged before me this day 20 r by day o 20 by n y� ` 25 bnl s personally known to s— E who<spersonally known t me or who has produced ybC , as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Pr Seal: a, t Seal: s01"LB Notary Public State of Florida °� No ary Public State of Florida Q Yvette Borromeo ? Yvette Borrornoo My cornmiS3 0n FF 974520 My Crammlaslon FF 074520 vJ Q �? }n4P Expifer4 t)3�3�2D?D 'Fof�o�° Expires 03!23/2020 E` APPROVED BY 1` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i AN 0 5 � qAM ROOF ASSEMDLIFS AND FJOOFTOP STRUCTURES �Q Q � BY: Mti� p SfIn Florida Building Cade Sth Editia/ in I-11011-VelocityHurdeane Zone UnIfornt t'arnalt APpticeFtuJlFo i $ec;tlon A(General in I ati E ��A,�c�Ocr��A<�, rjCF / s Master Permit No. - Protest-.1 —�`? Contractor's Nante fib" ' t-� '0 ev 4 q�FFG -Joie Address _ � ����9�G ' RO DE PA190-M C^VS t Low Slope d Mechanically Hastened Tile ❑ MortarfAdhosivo Set Tilt) ❑Asphaltic ❑ Metal PanelfShingles D Wood S1,111gloslShakes Shingles 0 Proscriptive BUR-RAS 150 s ROOF TYPE © New Rani Reroofing ❑ Recovering ❑ Repair D Maintenance Root'SYSTEM INFORMATION { Total F Lour Steps Roof Area{SF) �stoop Sloped Roof Area{SF) ���� IA,t)II � �f t J Section 0 (i3 (Ro—Q Sketch Roof Pian:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimenslons of elevated pressure zonas and locatioof...• . . .... ...... parapets. • ...... r 9 •ww• •.www• -- • • ••wwww •wwww• - � •wwww• " - - - - 'w www • • • ( - -- - - 1 R- - - -i Th 15.32 FLORIDA BUILDING COOS Gth EQllimi (2014) — t f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section C_(Low Slope Application) Surfacing: Fill in specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used,Identify as"NA") Field: "oc @ Lap,#Rows - @_"oc System Manufacturer:c-er40- � �� e A Perimeter: "o L ,#R6ws @ "oc Product Approval No.. �J 204 , I Z- -- Corner: "oc @ Lap,#Rows A "ac Design Wind Pressures,From RAS 128 or Calculations: /' n4oaird:Number of Fasteners Pe.•Ins Pmax1:-42,g Pmax2: -11.3 Pmax3•-10 Field P !meter Corner Max.Design Pressure,from the specific Pro ct Approval system: Z2—1 . a5 Illustrate Components Noted and Details as Applicable: Deck: L Woodblocking,Gutter,Edge Termination,Stripping,Flashing, Type: nGV°�- T Continuous Cleat,Cant Strip,Base f=lashing,Counter- s Flashing,Coping,Etc. Gauge/Thickness: t�- t indicate:Mean Roof Height,Parapet Height,Height of Base I Flashing,Component Material,Material Thickness,Fastener Slope: /g /� 2 Type,Fastener Spacing or Submit AnchorlBase Sheet 8,No.of Piy(s): /J M- AnchorlBase Sheet Fastener/Bonding Material: Aw .... insulation Base Layer: jr C�P •.• •.�.• ... Base Insulation Size and Thickness: X H F ••• • PLY tv • Base insulation FastenerlBonding Material: �y I V • etoboe: T`0 r'£ LX IKPi�719�'f' 10 • • He lyt • 1 00 Top Insulation Layer: DS'"4 14414 Flit it as DWF D"' • ••• • :0: • ••• �!�"!1 it +C` OQvh •• •• • • ••• Top insulation Size and Thickness: Y • •• Top Insulation Fastener/ ending Material: u j,, 7r- • T1l Pr' iFS>"�H>'�tiMean ..: Base Sheet(s)&No.of Ply(s): t/*L4S h46 E �'� `��w�}� Height Base Sheet Fastener/Bonding Materja): r 3 tyl y r_� ' Ply Sheet(s)&No.of P[y(s): Viz)_. ws Ply Sheet Fatrstener/Bon in Material: 3 --, J Top Ply: Ai v*It ol3S C X77' J�T it J Top Ply Fastener/BO ding Mat rlai: , )17 FLORIDA BUILDING CODE 5th Edition (2014)—BUILDING 15.33 t y MIAMaQADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy CertainTeed Corporation 1400 Union Meeting Road,P.O.Box 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 System over Concrete Decks. .... . . .... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state following statement: "Miami-Dade County Product Control Approved",unless otherwts'Mtled het2in. 000000 RENEWAL of this NOA shall be considered after a renewal application has been fil edar�d&here hasbsen ;""; no change in the applicable building code negatively affecting the performance of this ptvtlttct. •••• ••••• ...... . ... ..... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c ange ...... in the materials,use,and/or manufacture of the product or process. Misuse of this NON AS 9p endorsetttent • of any product,for sales,advertising or any other purposes shall automatically terminate this NOA:Fa41ke to comply with any section of this NOA shall be cause for termination and removal of•NOA0 �.... 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 and revises NOA No.08-0410.05 and consists of pages 1 through 19. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-0204.12 MAMMADECOUNTY Expiration Date: 05/19/18 •••• • Approval Date: 05/02/13 Page 1 of 19 •� t ROOFING SYSTEM APPROVAL Category: Roofing Sub-Catep_ory: Built-Up Roofing Material: Fiberglass Deck Type: Concrete Maximum Design Pressure: -355 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire 36"x 65'10"; ASTM D 4601 Asphalt coated, fiberglass reinforced Base Sheet Roll weight: 86 tbs. Type II base sheet. (2 squares) UL Type 15 Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated Surfaced Cap Sheet Roll Weight: 78 lbs. inorganic glass fiber surfaced with (1 square) mineral granules used as the top ply in conventional built-up roof membranes. Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated Surfaced Cap CoolStar Roll Weight: 78 lbs. inorganic glass fiber surfaced with (1 square) mineral granules used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. • . . .... ...... Flintglas®Ply Sheet 36"x 164'7"; ASTM D 2178 Fiberglass,asphalt imps e*gnatcLoy% Type IV or VI Roll weight: 40/55 Type IV or VI sheet. •• lbs. UL Type G1 •••••• .... .... . . (5 squares) •••• •••• ....• Flex-I-Glas Base Sheet 36" x 98'9'; ASTM D 4601, SBS Modified,fib&:�lars reinforcedo .....' Roll weight: 90 tbs. Type ll base sheet. •• •• •• • *a**:* (3 squares) UL Type G2 00 Flex-I-Glas FR Base 36"x 98'9'; ASTM D 6163, SBS Modified,fiberglass rein:orcel• " Sheet Roll weight: 90 tbs. Grade S,Type I base sheet. •••• ••• •••• (3 squares) G1asBaseTM Base 36"x 98'9"; ASTM D 4601 Asphalt coated,fiberglass base sheet. Sheet Roll weight: 69 tbs. UL Type G2 (3 squares) Black DiamondTM 36" x 687";Roll ASTM D 1970 Self-adhering fiberglass reinforced Base Sheet weight: 78 tbs. modified bitumen base sheet (2 squares) PolySMS Base Sheet 393/8,, x 64'4";Roll ASTM D 4601, Modified Bitumen coated polyester weight: 90 tbs. Grade S,Type I1 base sheet. (2 squares) UL Type G2 NOA No.: 13-0204.12 MAW DADECOU M Expiration Date: 05/19/18 • • Approval Date: 05/02/13 Page 2 of 19 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corporation High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic ISO 95+GL Polyisocyanurate foam insulation Firestone Building Products Company,LLC H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. Multi-Max-3,Multi-Max FA-3 Polyisocyanurate roof insulation RMax Operating,LLC. Fesco Board Expanded mineral fiber board Johns Manville Corp. . . .... ...... ...... . ...... .... .... . . .... .... ..... ...... . ... ..... .. .. .. . ...... . . . . ...... NOA No.: 13-0204.12 MLAMPDADE COUNTYM Expiration Date: 05/19/18 �FJJUROYJ;1Approval Date: 05/02/13 Page 3 of 19 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast#14&#15 HS Insulation fastener for SFS Intec,Inc. wood, steel and concrete decks 2. Dekfast DekSpike Insulation fastener for SFS Intec,Inc. Fasteners concrete decks 3. Dekfast Galvalume Galvalume hex stress plate. 2 /8" x 3 '/4" SFS Intec,Inc. Steel Hex Plate 4. Dekfast DekFlat Round Polypropylene locking 3" x 3 '/4" SFS Intec,Inc. Plastic Lock Plate plate. 5. #14 Roofgrip Fasteners Insulation fastener for OMG,Inc. concrete,steel or wood decks. 6. 3 in.Ribbed Galvalume Galvalume stress plate. 3"round OMG,Inc. Plate 7. AccuTrac Plate Galvalume stress plate. 3"square OMG,Inc. 8. CD-10 Insulation fastener for OMG, Inc. concrete decks. 9. Fluted Nail(Con-Tite) Insulation fastener OMG, Inc. 10. OMG ASAP Pre- Pre-assembled Insulation OMG, Inc. Assembled System fastener and plate 0000 11. OMG Plastic Plate Polypropylene plastic plate 3" round OMG,Inc....' 12. OMG G-2 Galvalume AZ55 steel plate 3.5" round ...OXG, I40••'• �• 0000.. 13. 3 in.Round Metal Plate Galvalume AZ50 steel plate 3"round *::MG, Ince 0000 14. Trufast#14 HD Insulation fastener for AlteAlt%Brink*&Co. ••;•• {,. Fastener concrete decks 0000lkS.,In@.' :': 15. Trufast 3"Metal Galvalume AZ50 steel plate 3.23" round A) :U4*"* Brinck&Cro. ..� • Insulation Plate 'L:S. Ing. 0000.. 0.0.00 . . . . . 0000.. NOA No.: 13-0204.12 MAMMADE COUNTY Expiration Date: 05/19/18 Approval Date: 05/02/13 Page 4 of 19 EVIDENCE SUBMITTED: Test Auency/Identifier Name Report Date Applied Research Laboratories Physical Properties 28013 06/02/87 TrinitylERD TAS 117 (B) 3503.10.06 10/10/06 TAS 114 3521.07.04 10/26/07 TAS 117(B) 06490.04.07-R1 06/27/07 TAS 117(B)/ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08-R4 03/25/10 ASTM D3909 C44200.03.13 03/22/13 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D1970 C40050.09.12-2 09/28/12 Momentum Technologies,Inc. ASTM D 4601 AX31G8D 09/05/08 ASTM D 3909/D 4897 AX31G8C 09/05/08 Factory Mutual Research Corp. FMRC 4470 J.I.#3Y8A1.AM 03/23/96 FMRC 4454 J.I. OD3A3.AM 04/04/97 FMRC 4470 J.I. 2DOAO.AM 12/23/98 FMRC 4470 J.I. 1D7A4.AM 11/09/98 Underwriters Laboratories,Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 PRI Construction Materials Technologies LLC ASTM D2178 CTC-122-02-01 03/13/12 ASTM D2178 CTC-123-02-01 03/13/12 sees ASTM D6163 CTC-066-02-01. . 08/0911.).• • ASTM D4601 CTC-127-02-01•e.• .'03/13(12 e 9.90* sees.. . sees.* sees.. sees.. sees sees . . sees sees sees. ses69. 60 90 0s 6 0090.. 0ss90e 00 . . . . .9009. sees.. . . .6000. NOA No.: 13-0204.12 MLAMP ECOUNWM Expiration Date: 05/19/18 • Approval Date: 05/02/13 Page 5 of 19 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 31: Concrete Decks,Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(1): Anchor sheet(optional),base sheet and/or insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Flex-I-Glas, Flex-I-Glas FR or G1asBase base sheet in a spot mopping of approved asphalt, 12" diameter circles,24" o.c. at a rate of 12 lbs./sq.. (See General Limitation#4) One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft' ACFoam-11,ENRGY 3,Multi-Max-3,H-Shield Minimum 1"thick N/A N/A Approved High Density Wood Fiberboard Minimum%"thick N/A N/A Approved Perlite Minimum'/"thick N/A N/A DensDeck,DensDeck Prime Minimum'/"thick N/A N/A 000 Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and a114wed to dry pi jqr•to •••• application of base sheet. All insulation shall be adhered to the anchor sheet in-faft dioppiag o1. • approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft'. -Pltgse refenFo"0 0694:. Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer :0000: only shall be used only as base layers with a second layer of approved top layerlino lation jtlStm).ed 0966• as the final membrane substrate. Composite insulation panels may be used as0j 1oj layer pla �d see** with the polyisocyanurate side facing down. 000000 •.•• 0000.. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet T1@04-Glas or ' •. G1asBase base sheet directly over the top layer of insulation..Adhere wit;en+:* approved mopping asphalt at an application rate of 20-35 lbs'.I.V. 000 •••• Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type 1V)or Flintglas Premium Ply 0 Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface Cap Sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. NOA No.: 13-0204.12 MLAMMADE COUNTY= Expiration Date: 05/19/18 .. , Approval Date: 05/02/13 Page 6 of 19 Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -87.5 psf(See General Limitations#9) . . .... ...... sees•• • sees•• • sees•• • sees•• • • • sees•• sees sees • • sees 9000 sees• •• •• •• • •see•• • sees•• • • • • • • sees•• • • • :sees: •9 a see • e • NOA No.: 13-0204.12 MIAMFDADE COUNTYM Expiration Date: 05/19/18 • Approval Date: 05/02/13 Page 7 of 19 1 Membrane Type: BUR Deck Type 3I: Concrete Decks,Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(2): Insulation adhered to deck with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Table 3 Density/ftz Foa I NRGY 3,Multi-Max-3,H-Shield Minimum 1"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft2 A ensity Wood Fiberboard mimum '/Z"t N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. 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 2040 lbs./100 ft'. 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 polyisocyanurate side facing down. Base Sheet: 65�10r more plies9eEe s Base lex-I Glas Base,Flex-I Glas FR Base,Poly SMS,Flintglas Ply ype IV)or Flintglas Premium Ply Sheet(Type VI) adhered to the composite insulation with approved mopping asphalt applie4•*&0• •• • within the EVT range and at a rate of 20-35 lbs./sq. '..' • ...... . ...... Ply Sheet: O or more plies of Glas Base,Flex-I- - -GIa�,F.l .$ase, • PolySMS or one or more plies Flintglas Ply Sheet(Type I "eFlintglas e e o Premium Ply Sheet(Type VI)a ea e m a full'mopping o6••• .. ..• approved asphalt applied within the EVT range and at a rate bf;V-25 lbs.4sq.;•; *11000 ..�.....,��...r�,,,r, •• •• •• • ...... Cap Sheet: (Optional) ne ly o lintglas Mineral Surface Ca Sheet 4Fh%►t41as Minerltl •� Surfaced Cap CoolStar adhered in a full mopp ni g of approvecf asphalt at ai...;. 000000 application rate of 20-35 lbs./sq. •••• 0 9 w• V600: Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing,: must be listed within a current NOA. Install one of the following: 1. Gravel or slag applied at 400 lb./sq.and 300 Ib./sq. respectively in a flood coat of approved asphalt at 601b./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -227.5 psf(See General Limitations#9) NOA No.: 13-0204.12 MIAMFUADE COUNTY Expiration Date: 05/19/18 • Approval Date: 05/02/13 Page 8 of 19 Membrane Type: BUR Deck Type 3I: Concrete Decks,Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(3): Insulation adhered to deck with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft' ACFoam-II,ENRGY 3,Multi-Max-3,H-Shield Minimum 1"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft2 DensDeck,DensDeck Prime Minimum '/"thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. 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 20401bs./100 ft'. 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 polyisocyanurate side facing down. Base Sheet: One or more plies of Glas Base,Flex-I Glas Base,Flex-I Glas FR Base,Poly SMS, Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)adhered .... to the composite insulation with approved mopping asphalt applied Fithin tree••• EVT range and at a rate of 20-35 lbs./sq. .. •• 0000.. , 0000.. Ply Sheet: One or more plies of Glas Base,Flex-I-Glas Base,Flex-l-Glas4VAUWe,PolySlylS , or one or more plies of Flintglas Ply Sheet(Type IV)or Flintgl"Fremium Bdy.. Sheet(Type VI)adhered to the base sheet in a full mopping of Aj?ptbved asp+11Lit•• ...0 applied within the EVT range and at a rate of 20-35 lbs./sq. .. .. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface Cap Sheet o4f iDfglas Mineral • Surfaced Cap CoolStar adhered in a full mopping of approved asp�alt at ah...:. """ application rate of 20-35 lbs./sq. • • a 0• 0•...0 . 0 Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with I gal./sq. APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -240 psf(See General Limitations#9) NOA No.: 13-0204.12 MIAMMADECOUNTY Expiration Date: 05/19/18 �Wjgmfuqvj Approval Date: 05/02/13 Page 9 of 19 Membrane Type: BUR Deck Type 3I: Concrete Decks,Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(4): Insulation adhered to deck with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft' ENRGY 3,H-Shield Minimum 1.5"thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. 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 2040 lbs./100 ftz. 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 polyisocyanurate side facing down. Base Sheet: One or more plies of All Weather/Empire Base Sheet,Flex-I-Glas or GlasBase base sheet adhered to the fiberglass insulation with approved mopping asphalt applied within the EVT range and at a rate of 20-35 lbs./sq. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV),Premium Ply Sheet(Type VI) or ASTM D226,Type I sheet adhered to the base sheet with approved mopping asphalt applied within the EVT range and at a rate of 20-35 lbs./sq. •�•• '00 ' 0000.. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface Cap Sheet or*%41qtgjas Mi.era00� •. Surfaced Cap CoolStar adhered in a full mopping of approved a6ja4Wt at ap•0••• •••• • application rate of 20-35 lbs./sq. 009:09 . • 9099 0..... Surfacing: (Required if no cap sheet is used)Any coating, listed below,ustil.as`a suraciI,• must be listed within a current NOA. Install one of the follow*?4-••• 0 9 09 .0:..' 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq.respedtl'vdl�in a flood cot►t •••••• of approved asphalt at 601b./sq. :":': •0 2. A two part coating consisting of a base coat of APOC#30.0 Asptalt Fib "&* Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. AP6,VXt2 Fibe w •••• Aluminum Roof Coating. •„ Maximum Design Pressure: -355 psf(See General Limitations#9) NOA No.: 13-0204.12 MAMEDADECOUNTY Expiration Date: 05/19/18 Approval Date: 05/02/13 Page 10 of 19 Membrane Type: BUR Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type B(1): Base layer of insulation mechanically fastened,optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft2 ENRGY 3,H-Shield Minimum 1.4"thick 1 or 2 1:3 ft2 5,8,9 1:4 ft2 ISO 95+GL Minimum 1.4"thick 1 or 14 1:3 ft2 5,8,9 1:4 ft' Multi-Max-3 Minimum 1.5"thick 1,2,5,8,9 1:2.9 ft2 Approved Perlite Minimum'/"thick 1,2,5, 14 1:2 ft2 Approved High Density Wood Fiberboard Minimum 1/2"thick 1,2,5 or 14 1:2 ft2 Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). ." . . .... ...... Top Insulation Layer(Optional) Insulation Fastener%• Faltieacr. • Table 3 •••;•' Den%ity/ftz •••••• Any of the insulations listed for Base Layer,above. :....: .... .... . . DensDeck,DensDeck Prime •••• •••• ••;•• ...... .. ..... Minimum 1/4"thick N/A ICA: . .. .. .. . ...... Note: Optional top layer of insulation shall be adhered with approved asphalt 3?it4ht the EVT• •, range and at a rate of 2040 lbs./100 W. Please refer to Roofing Application StAndard RAS112,Tor insulation attachment.Composite insulation boards used as a top layer shall beinsdNed with the :....: polyisocyanurate face down. • Base Sheet: (Optional) Install one ply of All Weather/Empire Base Sheet, Flex-I-Glas or G1asBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20-35 lbs./sq. (See General Limitation#4) NOA No.: 13-0204.12 MAMMADE COUNTY Expiration Date: 05/19/18 F.11JUNOM, Approval Date: 05/02/13 Page 11 of 19 Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered to the base sheet with approved mopping asphalt applied within the EVT range and at a rate of 20-35 lbs./sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface Cap Sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -52.5 psf(See General Limitations#9) . . .... ...... ...... . ...... .... .... . . .... .... ..... ...... . ... ..... .. .. .. . ...... . . . . ...... NOA No.: 13-0204.12 MIAMFDADE COUNTY Expiration Date: 05/19/18 "'• • Approval Date: 05/02/13 Page 12 of 19 Membrane Type: BUR Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type B(2): Base layer of insulation mechanically fastened,optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft2 ENRGY 3,ACFoam-II,Multi-Max FA-3,H-Shield Minimum 1.5"thick 1,5 or 14 1:1.33 ft' Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions;if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft2 Fesco Board Minimum 3/"thick N/A N/A Approved High Density Wood Fiberboard Minimum 1/2"thick N/A N/A Note: Top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20401bs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment.Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas or•.. G1asBase base sheet directly over the top layer of insulation. :Ad4ery with W?•• •••• • approved mopping asphalt at an application rate of 20-35 lbs./ecr. ;...;. •. ...... . ...... Ply Sheet: Two or more plies of Flintglas(Type IV)or Flintglas Premium.4type VI)or . ASTM D226,Type I sheet adhered to the base sheet with approved mopping••• see*** asphalt applied within the EVT range and at a rate of 20-35 lbsMl' 9:0• ••••• ••;•• Ca Sheet: (Optional) One 1 of Flint las Mineral Surface Ca Sheet o •las Mie i`al• • Cap ( p ) ply g p rklWi >�� . ...... Surfaced Cap CoolStar adhered in a full mopping of approva6asa"lt at an . application rate of 20-35 lbs./sq. ....:. Surfacing: (Required if no cap sheet is used)Any coating, listed below,a§end a;a sure ding, •••• must be listed within a current NOA. Install one of the following: •.; 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -52.5 psf (For Fesco Board)(See General Limitation#7) -67.5 psf (For High Density Wood Fiberboard) (See General Limitation#7) NOA No.: 13-0204.12 MIAMFDADECOUNTY Expiration Date: 05/19/18 2 VOY1 4 11 Approval Date: 05/02/13 Page 13 of 19 Membrane Type: BUR Deck Type 31: Concrete Decks,Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type C(1): All layers of insulation simultaneously fastened. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer(Optional) Insulation Fasteners Fastener Table 3 Density/ft2 Multi-Max-3 Minimum 1"thick N/A N/A ACFoam-II Minimum 1.3"thick N/A N/A ENRGY 3,H-Shield Minimum 1.4"thick N/A N/A Approved High Density Wood Fiberboard Minimum '/2"thick N/A N/A Approved Perlite Minimum 3/"thick N/A N/A Note: All layers shall be simultaneously attached; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft2 ENRGY 3,H-Shield Minimum 1.4"thick 1 or 2 1:3 ft' 5,8,9 1i4 ff- 6000 0000.. ISO 95+GL Minimum 1.4"thick 3 •••••• lel V?• ••••:• 5,8,9 0000.. 1:4 ftp 006000 6666 6666 :00.0. Multi-Max-3 •••• 0000 0 0 0 6. Minimum 1.5"thick 1,2,5,8,9 or 14•;••; 1:;,09 f ••••• .. .. 66 6 666666 Approved Perlite 0.000. Minimum'/4"thick 1,2,5 or 14 104 2 At 0 00000 0 6 . 0 660066 Approved High Density Wood Fiberboard 00 6 000 6 6 Minimum '/2"thick 1,2,5 or 14 1:2 f176: Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density.Please refer to Roofing Application Standard RAS 117 for insulation attachment. NOA No.: 13-0204.12 MIAW DECOUNTY Expiration Date: 05/19/18 ••• Approval Date: 05/02/13 Page 14 of 19 Base Sheet: (Optional) Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas or G1asBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20-35 lbs./sq. (See General Limitation#4) Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV) or Flintglas Premium Ply Sheet(Type VI) or ASTM D226,Type I sheet adhered to the base sheet with approved mopping asphalt applied within the EVT range and at a rate of 20-35 lbs./sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface Cap Sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Gravel or slag applied at 400 Ib./sq. and 300 lb./sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -52.5 psf(See General Limitations#9) 0000 . . 0000 0000.. 0000.. •0000• .0000. 0000 0000 . . 0 0 . 0 0000 0000 0000. 0000.. . •0: 0000. 00 00 000 0000.. 0 000000 0 0 . . . . 000000 0000.. • • • .0000. •• • •00 • • NOA No.: 13-0204.12 MAMMADE COUNTY Expiration Date: 05/19/18 �FiurtfynlApproval Date: 05/02/13 Page 15 of 19 Membrane Type: BUR Deck Type 3I: Concrete Decks,Insulated\ Deck Description: 2500 psi structural concrete or concrete plank System Type C(2): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam-II,ENRGY 3,Multi-Max FA-3,H-Shield Minimum 1.5"thick 1,4,5 or 14 1:1.33 ft' Note: All layers of insulation shall be mechanically attached using the fastener density listed above.The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: One ply of Black Diamond Base Sheet self-adhered. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet (Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface Cap Sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing, must be listed within a current NOA. Install one of the following: 000004, 1. Gravel or slag applied at 400 lb./sq. and 3001b./sq.respedtivWl in a flobtf&at of approved asphalt at 60 lb./sq. :000:0 0000.. . 0000.. 2. A two part coating consisting of a base coat of APOC#3QQ4N)�alt Fiberid • Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APQC.4;l2 FibeW4. ;••••; Aluminum Roof Coating. 000000 0 0.0 6' 0000. 60.49. 6 ... 0000. Maximum Design ••6••6 6..6 Pressure: -52.5 psf (See General Limitation#7) • 0000.. . . . . 0000.. 0000.. NOA No.: 13-0204.12 MIAMMADE COUNTY Expiration Date: 05/19/18 • c Approval Date: 05/02/13 Page 16 of 19 Membrane Type: BUR Deck Type 3I: Concrete Decks Deck Description: 2500 psi structural concrete or concrete plank System Type D: All layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft2 ACFoam-11,ENRGY 3,ENRGY 3 25 PSI,H-Shield Minimum 1.5"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener Table 3 Density/ft2 Approved Perlite Minimum 3/a"thick N/A N/A Approved High Density Wood Fiberboard Minimum '/Z"thick N/A N/A DensDeck,DensDeck Prime Minimum '/"thick N/A N/A Note: Optional top layer shall have preliminary attachment,prior to the installation of the base/anchor sheet, 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. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: One ply of All Weather/Empire Base Sheet,Flexiglas or Flexiglas FR Base Sheet mechanically attached as below. 000 Fastening: OMG#14 Roofgrip and OMG 3 in.Ribbed Galvalume Plates,pekfgst#14.00 000• •••••• fasteners with Dekfast Galvalume Steel Hex Plate, or Trufast X A N12 Fastener . .• with Trufast 3"Metal Insulation Plates at a 4" side lap 6" o.c. a ad two rows: staggered in the center of the sheet, 6"o.c. •••••• • 0000.. Ply Sheet: (Optional if Cap Sheet used) Two or more plies of Flintglas (1i),aei IV) or Fl�r�t�tas •••• Premium(Type VI)or ASTM D226,Type I sheet adhered in a. jL"ppingpf. •,,;• • approved asphalt at an application rate of 20-35 lbs./sq. 00"00' : •.•... Cap Sheet: (Optional) One ply of Flintglas Mineral Surface Cap Sheet or ViUa�s Mineral '. Surfaced Cap CoolStar adhered in a full mopping of approved,asp4lt at ait••• ..•.•. application rate of 20-35 lbs./sq. ,• ; •.. ;•••'; Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing," must be listed within a current NOA. Install one of the following: 1. Gravel or slag applied at 4001b./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -67.5 psf (See General Limitation#7) NOA No.: 13-0204.12 MIAMFDADECOUNTY Expiration Date: 05/19/18 ••• • Approval Date: 05/02/13 Page 17 of 19 Membrane Type: BUR Deck Type 3: Concrete Decks,Non-insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F: Base sheet adhered with approved asphalt. All General and System Limitations apply. Base Sheet: Install one or more plies of All Weather/Empire Base Sheet,Flex-I-Glas or G1asBase base sheet directly to the concrete substrate. Adhere with any approved mopping asphalt at an application rate of 20-35 lbs./sq. , or spot or strip mopped as detailed in this approval; see General Limitation#4 Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet (Type VI) or ASTM D226,Type I sheet adhered with approved mopping asphalt applied within the EVT range and at a rate of 20-35 lbs./sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface Cap Sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -235 psf (See General Limitation#9) •••• . . 0000 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 60 66 666 0066.. 666666 600 6 , 0000.. 66666 • 6 6 666666 .. . 666 6 6 NOA No.: 13-0204.12 MIAMMADE COUNTY Expiration Date: 05/19/18 FILM(* Approval Date: 05/02/13 Page 18 of 19 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered Roof Consultant. 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 20401bs./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 PorcC�f')valZie"f 275 ••••;• lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fasr&er•value'.*'" W- •. ...... . ...... tested,are below 275 lbf. insulation attachment shall not be acceptable. • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attar gnt is base qn a ;••••; minimum fastener resistance value in conjunction with the maximum design value*U5ted Withirf 4...• •..•• specific system. Should the fastener resistance be less than that required,as deterritbad by the Buil!di#ig ..:..' Official,a revised fastener spacing,prepared, signed and sealed by a Florida registered erofessi'm l : •••• • Engineer,Registered Architect, or Registered Roof Consultant may be submitted. :• gnvised fastener •. spacing shall utilize the withdrawal resistance value taken from Testing Application St aridards:F"S105 • 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%jas. • 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0204.12 MLAMP E COUNTY Expiration Date: 05/19/18 F-1129,10Y1411 Approval Date: 05/02/13 Page 19 of 19 RoofiWstems See General Information for Roofing Systems CERTAINTEED CORP R11656 ROOFING PRODUCTS GROUP 20 MOORES RD MALVERN, PA 19355 USA "1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or"DensDeckO Prime Roofboard" or "DensDeckO DuraGuardTm Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass-Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the,•••• ••••�• gypsum board and Georgia-Pacific Gypsum LLC "DensDeckO Roofb'oaFd*.or .' "DensDeckO Prime Roofboard" or "DensDeckO DuraGuardT"' RoofbearCWOare to offset a 00.0,1• minimum of 6-in. with the butt joints in the roof deck. If polystyrene is0p9jN6f the r&j :••••: system, it must be placed below the overlayment board. 1/4-in. thick t;airtii humJ1Ji4bd ..... Sates Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) and "Sl�eilROGK®•: 0 0 ,10 1D • Glass-Mat Roof Board" (Type SGMRX) are limited to a maximum 3:1'7 slope when used over a combustible roof deck in a system with any UL Classified insutatibrCexcspt ....:. polystyrene." �0���• Any UL Classified insulation may be used underneath 1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuardT"" Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass-Mat Roof Board" (Type SGMRX) in any existing noncombustible deck Classification. 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 "Flintglas Ply Sheet" Type 4 or"Flintglas Premium Ply Sheet" Type 6 are suitable alternates for Type 15 organic felt; Type G2 or"Glasbase Base Sheet" is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 "Flintglas MS Cap" is a suitable alternate for Type 30 Cap Sheets. "Flex-I-Glas", "Premium Flex-I-Glas" or y Y "Flintlastic Base 20 Sheet" is a suitable alternate for the Type G2 glass base and the Type 15 "All-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. Two plies Type G1 may be utilized in place of one ply Type G2. "Flintlastic Ultra Glass SA" is a suitable alternate for Type G2 base sheet or "Glasbase Base Sheet". "Black Diamond Base Sheet" is a suitable alternate for Type G2 base sheet or "Glassbase Sheet". "Flintlastic SA Nailbase" or"Flintlastic SA Plybase" are suitable alternates for Type G2 base sheets in Roofing Systems (TGFU) that limit cover applications to self-adhering ply/base sheets or membranes. EPS insulation followed by 1/2-in. thick cover board may be utilized in any of the following roof covering systems. The "YOSEMITE Venting Base Sheet" may be used in any of the following •��::• ��..�� noncombustible deck roof systems and, where indicated, in combustiblatobf deck .' systems. •••••• •••••• "Torch APP" may be utilized in any of the following systems that contaia"Etintlast c..' STA". ...... . ... ..... .. .. .. . ...... "Flintlastic APP Base T" is a suitable alternate for any Type G2 base glieet; 0% "Flintlastic Ultra Poly SMS" may be used in lieu of"Poly SMS Base" in MI applicatibn:00 ' 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 polyisocyanu rate 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", "FlintBoardH ISO NB" and "FlintBoardH ISO DD" may be used wherever polyisocyan u rate insulation is specified. 1 r r "FlintBoardH ISO T", "FlintBoardH ISO T Cold" and "FlintBoardH ISO T WF" are acceptable alternatives to "FlintBoardH ISO", "FlintBoardH ISO WF" and "FlintBoardH ISO Cold", respectively, provided they do not exceed the indicated incline or thickness of the system. Any UL Classified EPS, any thickness, may be used below "FlintBoardH ISO", "FlintBoardH ISO T", "FlintBoardH ISO Cold", "FlintBoardH ISO T Cold", "FlintBoardH ISO WF", "FlintBoardH ISO T WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" or "FlintBoardH ISO DD" insulation on non-combustible decks provided a minimum 1-in. thick layer of "FlintBoardH ISO", "FlintBoardH ISO T", "FlintBoardH ISO Cold", "FlintBoardH ISO T Cold", "FlintBoardH ISO WF", FlintBoardH ISO T WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" or "FlintBoardH ISO DD" polyisocyanurate insulation is used. Max incline shall be in accordance with Classification established for the insulation/membrane roofing system, but cannot exceed 1:12. For Combustible Roof Decks - Class A: 1. A minimum 3-in. layer or a minimum two layers of 1.5-in. of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold" is placed directly over a combustible roof deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, ma�rU • •••••• ld: used below the 3-in. minimum total thickness of"FlintBoardH ISO Co .dr:FlintBoardH .• ISO T Cold". The insulation may be loosely laid or attached with fastener;-and p�a�es� ••••�• hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified may also bb ...... used below the insulation. All insulation joints must be staggered a minirwfi of Ni".• 0000. from the butt joints of the roof deck or from the insulation joints directlygekqw. Tf e ;•; ••�••• maximum incline shall be in accordance with the Classification establi§heed for thd'• ' 0000:0 membrane/insulation roofing assembly, however the incline cannot exceed;1/2:1.2. 000000 00000. 2. A minimum 1.9-in. layer of"FlintBoardH ISO Cold" or "FlintBoardH ;SOCold; is placed over a minimum 1 layer of Carlisle "FR Base Sheet 1 S" or GAF "VersaShield.0: FB-1 S" over a combustible roof deck. The insulation is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9-in. minimum total thickness of"FlintBoardH 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 butt joints of the roof deck or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, however the incline cannot exceed 1/2:12. For Combustible Roof Decks - Class B: 1. A minimum 1.9-in. layer of"FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold", or a minimum 2-in. thick layer of Atlas "AC Foam III" is placed directly over a combustible roof deck and is covered with any UL Classified roofing membrane used in any UL Class B roofing assembly to achieve a Class B fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9-in. minimum thickness layer of"FlintBoardH 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. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, however the incline cannot exceed 1/2:12. Unless otherwise indicated "Glasbase" is an acceptable alternate for Type G2 base sheet in all applicable Certifications. Unless otherwise indicated the following membranes are acceptable alternates for the following membranes tabulated below, limited to 1/2-in. incline: Membrane Acceptable Alternate Flintglas MS Flintglas MS Cap CoolStf-, Cap ' . . 000 0 . Flintlastic GMS Flintlastic Premium GMF.,•r,�o1S ar, Premium 0000 ... 0000. Flintlastic GTS Flintlastic GTS{roolStoo ; ;;;;;, 00.000 0 0 Flintlastic Flintlastic FR-Dual Cap, Flintlastit Prt)mi%n., , ••••�• Premium FR-P FR-P CoolStar or Flintlastic FF4;1;)6p1 Chp ;••••; CoolStar Flintlastic FR Flintlastic FR Cap 30 T CoolStar Cap 30T Flintlastic GTA Flintlastic GTA CoolStar Flintlastic GMS Flintlastic GMS CoolStar Flintlastic SA P- Flintlastic SA Cap FR CoolStar Cap FR Flintlastic GTA- Flintlastic GTA-FR CoolStar FR Flintlastic FR-P Flintlastic FR-Dual Cap or Flintlastic FR-P CoolStar Flintlastic FR- Flintlastic FR Cap 30 CoolStar Cap 30 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1 . Deck: NC Incline: 3 Base Sheet: —Type G2 Glasbase. Ply Sheet: —Type G1 "Flintglas" or Type G2 or "Glasbase". Surfacing: — Gravel or slag. 2. Deck: C-15/16* Incline: 1/2 *All joints blocked. 0000 Base Sheet: —Two layers Type G2 or"Glasbase Base Sheet: or two layers•' •••••• Type G1 "Flintglas Ply Sheet". 0000.. Surfacing: —Type G3 "Flintglas MS Cap". 0000..0 0000.. 0000 0000 . . 3. Deck: NC Incline: 3 ' ' ' 0000 0000 0000. . . 0000.. 0000 0000. • • • 00 00 00 0 00.000 Base Sheet: —Two layers Type 15 "All Weather/Empire". 000000 0 ; Surfacing: — Gravel or slag 0000.. •'"•' . . 0000.. 4. Deck: NC Incline: 3 '�' 0 ' 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. minimum, mechanically fastened or hot mopped. Base Sheet: —Three plies Type 15 asphalt saturated organic felt (perforated) hot mopped with hot roofing asphalt. �- f ! Surfacing: — Gravel. 6. Deck: C-15/32 Incline: 3 Vapor Retarder (Optional): —Type G2 or "Glasbase" or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet: —Type G2 or"Glasbase" base sheet. Ply Sheets: —Two to three layers of Type G1 "Flintglas" ply sheet or Type G2 or"Glasbase" base sheet. Surfacing: — Gravel or slag. 7. Deck: C-15/32 Incline: 3 Vapor Retarder(Optional): —Type G2 or"Glasbase" or UL Classified vapor retarder. Insulation (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 G 1 "Flintglas" ply sheet. Surfacing: — Gravel or slag. 8. Deck: C-15/32 Incline: 1 •••� •••��• Vapor Retarder(Optional): —Type G2 or"Glasbase" or UL Classified vapor retarder. • .... .... ..... Insulation (Optional): — One or more layers or combination of'rdtollowific�'': Polyisocyanurate, perlite, glass fiber or wood fiber. ••. •••,�• Base Sheet: — One layer Type G2 or"Glasbase Base Sheet": ;•••;• ••••�• Ply Sheets: —Two layers Type G1 "Flintglas Ply Sheet". : ....: Cap Sheet: — One layer Type G3 "Flintglas MS Cap". •• ••••0; • 9. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers or combination of the following: Johns Manville "ENRGY 3", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet: —Two layers Type G2 or "Glasbase Base Sheet" or two layers Type G1 "Flintglas Ply Sheet". Surfacing: —Type G3 "Flintglas MS Cap".