The URL can be used to link to this page

RF-15-400Inspection Worksheet ' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233397 Permit Number: RF -2-15-400 Scheduled Inspection Date: April 28, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PEREZ-CONTRERAS, YENI E Work Classification: Tile/Flat Job Address: 54 NE 106 Street Miami Shores, FL 33138-2035 Phone Number Parcel Number 1121360060040 Project: <NONE> Contractor: PREMIER CONSTRUCTION CONTRACTORS LLC Phone: (954)599-0094 Building Department Comments RE- ROOF SLOPED TO FLAT INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-233249. CREATED AS Passed G� REINSPECTION FOR INSP-228882. Missing renailing affidavit Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid April 27, 2015 For Inspections please call: (305)762-4949 Page 20 of 29 CIVIL �Reileh Engineering Corp. (Consulting Enggmeer) 2370 S.W. 123 Avenue Miami, Florida. 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300 / 305-884-8834 Website: www.reilchengineering.com April 21, 2015 Premier Construction Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 54 Northeast 106 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: April 18, 2015 Roofing Contractor: Premier Construction Project Number: 15-0350 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TA5 No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete/clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results,,we conclude that the installation of the roof ,tile at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find a copy of our test report for your review; Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 54 Northeast 106 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 15-0350 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 54 Northeast 106 Street Miami Shores, Florida Project Number: 15-0350 Test Number Test. Load b Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 15-0350 — Page 3 of 4 Test Number Test Load lb Test Status • 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass Test 1-13 Corner, 14-17 Ridge Caps, 18-29 Perimeter, 30-42 Field Reileh Engineering Corporation -- Project Number - 15-0350 — Page 4 of 4 NLM3PP OF f�5f FEW = 15 MPIMM a 12 COUP - 15 P119a CAP - q PWIM�SP - 1200 5F CORM - 130 5F M MSV 1715fANCP, a a 5' COUP AMA - 5'X 5' 62' O Ma CAP t5f LOCA11ON P MMOS5 WOKM 1U L 1XMOM5 005� fILP AMOK P00F S5f LOCA110N5 ANC/ PIWN51ON5 UN 6-05�0 RE: Permit # telc I Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: r2Z' IS - INSPECTION AFFIDAVIT A"°`` '9licensed as a (n) Contractor l Engineer / Architect, (prim nam aannd circle License rye r C d � f'Y 'J C FS 468 Building Inspector License #: IC C C On or about— �"' �� 1 did personally inspect the roof deck nailing work (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Basedon 553.844 F ) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the Contractor for the above property mentioned. Sworn to and subscribed before me this l �i(e_ddv of Notary Public, Sate of Florida at WN0EESDOW AW 1Z 2017 `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each Inspection Revised on (7/10/2014)6/21=9 (OW5 Y Miami Shores Village - , F L, Building Department MAR ®9 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 k1_1FBC 20 ( � BUILDING Master Permit No. R Va.. 15_-400 PERMIT APPLICATION Sub Permit No. /��(BUILDING ❑ ELECTRIC ROOFINGREVISION�I ❑ EXTENSION ❑RENEWAL F-] PLUMBING [—]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: DRAWINGS Folio/Parcel#: 1 f 2� 3 ®E?001b s til H ca nat v NO Occupancy Type: �— Load: Construc -- u BFE: FFE: OWNER: Name (Fee Simple Titleholder): P_MA F',f'0_ Z - -'rem 'A" 5 Phone#: Address:!9- At C l a L S s r City: �l ovvv�,4 r State: � Zip: �7 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: C �' P� �'l ��io��'a� ��d°��®'��Phone#• � Address: pi 9 1/,::, P C+ p320 City: G/a'l A.Ti1�0' ` State: � � Zip: 33 G Qualifier Name: 5 v� -jl/ � � ��.^e' Phone#: C u 7 J 11 1 ®0 / State Certification or Registration M C -CC j'5Z;97_% 5? Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ /0400 Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ lyew ❑ Repair/Replace ❑ Demolition Description of Work: 55 Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/.CC $'. Scanning Fee $ Radon Fee $ DBPR $ Notary. $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ R ° 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 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 Signature N ER or AG ENT CONTRACTOR The fo egoing instrument was acknowledged before me this day of 'B/P'E`_ 20 e 57- , by 4 %e 2 - �oz7'+'4rAt7 , who is personally known to me or who has produced I (CZKK 96_ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print-'/ I&V Seal: The foregoing instrument was acknowledged before me this day of maraA 20 by f wh 's personally know to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: © / Seal: as LAURA HOLLOWAY LAURA HOLLOWAY NOTARY PUBuC NOTARY PUBLIC FaMlpk* e Corry 13FF00 p68 Expires 1/30/2018 APPROVED BY 018 Plans Examiner Zoning v Structural Review Clerk (Revised02/24/2014) Premier Construction Contractors License # CCC1328278 CVC56717 CGC1517513 9916 NW 5th CT Plantation, FL 33324 Phone # (954) 599-0094 Fax # (954) 206-0619 3/21/15 State of Florida County of Broward Job address 54 NE 106 St, Miami Shores FL 33738 Permit# RF -2-15-400 2 - - , MAR 2 3 2015 k i �AR- This letteris for the RAS 117 calculations forthe flat roof perimeter and cornerarea fastenerspacingto complywith The RAS 128 Calculations of -82.6 for the perimeterand-124.3 corner requirements. For the perimeter to meetthe requirement of -816 ring shank nails with 17./4" length into 19/32" plywood need to be spaced at or less than 9 inches o.c. in the lap and 3 rows of 14.3" or less o.c. in the field. Cornerneedsto meetthe requirement of 124.3 ring shank nails with 11/4" length into 19/32" plywood need to be spaced at or less than 9" o.c. in the lap and 3 rows of 9.52" or less o.c. in the field. Registered Roofing Consultant Edward Koster j::�-d <T -r--- (Z- ,0 n Notary Public Stat® of Florida Bindle Alvarez My Commlealon FF 158750 Expm 0910312078 Premier Construction Contractors License #CCC1328278 CVC56717 CGC1517513 9916 NW 5th CT Plantation, FL 33324 Phone # (954) 599-0094 Fax # (954) 206-0619 3/21/15 State of Florida County of Broward Job address 54 NE 106 St, Miami Shores FL 33138 Permit# RF -2-15-400 This letter is for the RAS 117 calculations forthe flat roof perimeter and come rarea fastenerspacingto comply with The RAS 128 Calculations of -82.6 for the perimeterand -124.3 comer requirements. For the perimeter to meetthe requirement of -82.6 ring shank nails with 11/1 length into 19/32" plywood need to be spaced at or less than 9 inches o.c. in the lap and 3 rows of 14.3" or less o.c. in the field. Comer needs to meet the requirement of 124.3 ring shank nails with 11/4" length into 19/32" plywood need to be spaced at or less than 9" o.c. in the lap and 3 rows of 9.52" or less o.c. in the field. Registered Roofing Consultant Edward Koster _-;�k W Aoz> !� ICOS"7'C2 '=PuWjcState of Floridazn FF 1567502018 Florida Building Code Edition 2010 BY. High Velocity. Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System)' Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not ed, identify "NAI) System Manufacturer dos SOA No.: Design Wind reures, Frog B or Calculations Pmax1: Pmax2: ! • Pmax3: Max. Design Pressure, From the Specific NOA Insulation Base Layer: t APR 06 Fastener Spacing for Anchor/Base Sheet Attachment Field:" oc @ Lap, # Rows @ oc Perimeter: " oc @ Lap, # Rows @ 40 " oc Corner: ° oc @ Lap, # Rows @ oc Number of Fastener Per Insulation Board Field: Perimet Corner 0000 _ • 0000 Illustrate Components;yglec# and Details as Applicable:...... ..:. Woodblocking, Gutter, Uipl.. Termination, Stripping; Flashing, Continygu% Cleat,..Qgnt Strip, Base Flashing, 'Capler- Ftits"gg, Coping, Etc. Indicate: Mean Roof Heigh :V&apet'-Ae*;Ti+, Height of Base Flashing, ComDbnent MIterial, Material Thickness, Faster *.w?VPe, Fastifner Spacing or Submit Manufaeturerst Deta=I1.11%t JF Comply with RAS 111 and Chapter 16. • Base Insulation Size and Thickness: Base Insulatio r din to i• Ao Top Insulation Layer. Top Insulation Size.and Thickness:', , Top InsulationFast / din a i 04tr. ® - Base Sheet(s) & No. of Ply(s): Base Sheet Fes/ ggjing t4terjal: Ply Sheet(s) & No. Ply(s): �� A7144Al Ply Sheet Fa!d,Og M t aP Top Ply: j 7 R a W 0000. 0000.• • 0000.. 0000.• 0000. 0000. 0000•• • • • 0000.• .0000• O z O M +ieai �'Root� lieigllit --i v O 0 3 z W cn 0 z N 7 D d - m m Q o > W r D m MIAMI- DE MIAMI-DADE 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 DMSIOI\T T (786)3I5-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www miamidade Dov/economv GAF 1361 Alps Road Wayne, NJ 07470 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 Prpi' dW. Control Section (In Miami Dade County) and/or the AHJ (in areas other than Milmi Dade Count • 0600 reserve the right to have this product or material tested for quality assurance purpose .If thil product or material fails to perform in the accepted manner, the manufacturer will incur the expe* s * *%`'such testing 0..0:. and the AHJ may immediately revoke, modify, or suspend the use of such product or malerlai within tbiij. ; • • • • ; jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by DA n[�ade COM. • Product Control Section that this product or material fails to meet the requirements. 14P. applicgWg. 00:00' building code. 6 6 6 .. .. 60 6 0660.9 This product is approved as described herein, and has been designed to comply with the:AMI Building to 6.. de 0 including the High Velocity Hurricane Zone of the Florida Building Code. 600060 • DESCRIPTION:: GAF Ruberoide Modified Bitumen Roof System for Wood Deck?* 6 ' . • :6: 66 • 0000.. 6 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 ofNOA. 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. 13-0424.14 and consists of pages I through 29. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•L)AOE ouNTY • l NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Tyne: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix` 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Membrane Adhesive adhesive for modified bitumen roof GAFGLAS' #75 39.37" ASTM D4601 systems. Type tI asphalt impregnated and coaiad• Base Sheet (1 meter) Wide glass mat base sheet. 6 *00000 GAFGLAS"' #80 Ultima' 39.37' ASTM D4601 Type II asphalt imphRatea and coaW, • Base Sheet (1 meter) Wide fiberglass base sheet • • : • • see* TM GAFGLAS F1exPly 6 39.37" ASTM D2178 Type VI asphalt impregtidted glass felt (1 meter) Wide with asphalt coating."". 0000 GAFGLAS' Ply 4 39.37" ASTM D2178 Type IV asphalt imprEg ted glass %I (I meter) Wide with asphalt coating!! j": 600:6. GAFGLAS Mineral 39.37" ASTM D3909 Asphalt coated las$ liber mat cap sgeet Surfaced Cap Sheet (I meter) Wide surfaced with m nerl granales. GAFGLAS' EnergyCap' 39.37' ASTM D3909 Asphalt coated, glass fiber mat cal sheet• BUR Mineral Surface Cap (1 meter) Wide surfaced with minere4,U4nilles wit% ,.. Sheet factory applied EnergyCote '..' ; GAFGLAS Stratavene 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator` Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS' Stratavento 39.37" ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator` Perforated (I meter) Wide both sides with asphalt. Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet embedded in asphaltic coating. Ruberoido SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld' Smooth (I meter) Wide polymer -modified asphalt and smooth Ruberoid® SBS 39.37" ASTM D6164 surfaced. Non -woven polyester mat coated with Heat-Wele Granule (I meter) Wide polymer -modified asphalt and surfaced RoofMatch"4 107 sq. ft. ASTM D6164 with mineral granules. Non -woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer -modified asphalt and Ruberoid® SBS39.37" surfaced with colored mineral granules. Heat ASTM D6164 Non -woven polyester mat coated with fire -Weld" 170 FR (t meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. NOA No.: 14-0611.01 MIAMFD EC Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 2 of 29 666666 0' 6 .0000. 000000 *0 66666 0000. 0000.. 666666 666666 0 0 Test Product Product Dimensions Specification Description Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat Weld Plus (1 meter) Wide polymer -modified asphalt and surfaced Ruberoid® SBS with mineral granules. 39.37" ASTM D6164 Non -woven polyester mat coated with fire Heat -Weld Plus FR (I meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. Ruberoid® EnergyCap' 39.37" ASTM D6164 Non -woven polyester mat coated with fire SBS Heat -Weld' Plus FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules and with Ruberoid® SBS 39.37' ASTM D6163 factory applied EnergyCote. Non -woven polyester mat coated with Heat-Wele 25 (1 meter) Wide polymer -modified asphalt and smooth Ruberoid® Mop Granule 39.37' ASTM D6164 surfaced. Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and surfabgd' e with mineral granule. sees 0000:0 Ruberoid® Mop Smooth 39.37' ASTM D6164 Non -woven polyester'mat coated wit;" e • 1 meter Wide { ) ' ' " "'• polymer -modified asphalt and smooth ••eee• Ruberoid Mop Plus 39.37' ASTM D6164 0x000 surfaced. • Non -woven polyester gLaj heated N*44, e **see: ,sees (1 meter) Wide e polymer -modified aspbI4j .d surfageA. Ruberoid Mop 170FR 39.37' ASTM D6164 with mineral granule§.,•,.• •..' Non -woven polyeste;V";gated with lire sees.. .• (1 meter) Wide retardant polymer mgdifiU Uphaluand s • • • • • s surfaced with mineral grarxiJes.ees.. e ® Ruberoid Mop FR ^ :� 39.7 ASTM D6164 Non -woven polyester i+ -at coated i ilh fir j • • �; • (I meter) Wide retardant polymer -modified asphalt fad • surfaced with mineral granules. Ruberoid' Torch Smooth 39.37' ASTM D6222 Non -woven polyester mat coated with (1 meter) Wide APP modified asphalt and smooth Ruberoid' Torch Granule 39.37' ASTM D6222 surfaced. Non -woven polyester mat coated with (1 meter) Wide APP modified asphalt and surfaced with mineral granules RuberoideEnergyCap`- 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule FR (I meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteTm. Ruberoid' EnergyCap' 39.37' ASTM D6222 APP modified cap membrane with a torch Torch Granule Plus FR (I meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCotem. RoofMatch"' 107 sq. ft. ASTM D6222 Non -woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer -modified asphalt and Ruberoid Torch FR surfaced with colored mineral granules. I meter ASTM D6222 Non -woven polyester mat, coated with fire (39.37') Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-0611.01 ►��ru•paoaCov Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 3 of 29 I Pro of Ruberoid® 20 Ruberoid 30 Ruberoid 30 FR RuberoidEnergyCap- 30 FR SBS Membrane Ruberoid Dual FR Topcoat Elastomeric Roofing Membrane Topcoat® MB Plus Topcoat® Surface Seal SB FireOut' Fire Barrier Coating VersaShield Fire -Resistant Roof Deck Protection APt�ROYED Dimensions I meter (39.37") Wide 1 meter (39.37') Wide 1 meter (39.37") Wide Test Specification ASTM D6163 ASTM D6163 ASTM D6163 1 meter ASTM D6163 (39.37') Wide 39.37" (1 meter) ASTM D6162 Wide 1, 5 or 55 gallons ASTM D6083 5 or 55 gallons Proprietary 5 gallons ASTM D6083 5, 55 gallons Proprietary 42" x 100' rolls ASTM D226 Product Description SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with "' • mineral granules. : .' 6 ":�" An acrylic, water bases elastomerjc �• 0 ... membrane system de 00�i;0•�dto protect, various types of rooliNi rfaces..6.. Water based, low VO.0 gr�tier us4" block asphalt bleed-gVg4g1j, 0.00 Solvent based spray4We4U&mopl'Uje rubber sealant desigacAm"protect and* restore aged roof surf'ace's and to ixcre0 .ate 000 a roofs reflectivity. • • Low VOC, water-basOfre barrier• ;•; coating. • • • Non -Asphaltic, fire resistant fiberglass - based underlayment. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 4 of 29 0000•• • • • 0000•• 0000•. .•••• 0000. 0000... • 6 .600.0 APPROVED INSULATIONS: Product Name EnergyGuard"" Polyiso Insulation EnergyGuard"" RA Polyiso Insulation EnergyGuard"" RN Polyiso Insulation EnergyGuard"" Perlite Recover Board EnergyGuardr°` Perlite Roof Insulation EnergyGuard"" RA Composite Polyiso Insulation Description Structodekfe High Density Fiber Board Securock* Gypsum -Fiber Roof Board APPROVED FASTENERS: Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard, Inc. United States Gypsum Corp. NOA No.: I4-0611.01 CFDADE7�r= Expiration Date: 11/06/01 ` '' Approval Date: 11/06/14 Page 5 of 29 TABLE 3 6""• Fastener Product Product • .0 99 0606•• •Maa►u(acturer Number Name Description Dimensions (Wii Current �'O�,S 0 • 1. Drill -Tec"" #12 Fastener Carbon steel fastener used Various 0 •• ... %QAF 0.0 •66600 in steel or wood decks. 0000 . 0000 0000.. 2. Dri Il -Tec"" # 14 Fastener Carbon steel fastener used Various .66• .....GAF 0000 66e9. • in steel, wood or concrete .969' 0000 '..' decks. 0000.. • 3. Drill -Tec` XHD Fastener Carbon steel extra heavy Various 0000.. ' 4AF .666:6 duty fastener used in steel 6 .0090. 6 decks. . • • • 0000.. 6 6.0 • • 4. Drill -Tec"" AccuTraco Flat AZ -SS aluminized steel 3" x 3" GAF • • 9•• *00* Plate plate for use with Drill - Tee ""#12 Fastener, Drill - Tec"" #14 Fastener and Drill -Tec'. #15 Fastener. 5. Drill -Tec"" ASAP 3S Drill -Tec"" #12 fastener Various GAF with Drill -Tec'" 3" Standard Steel Plate. 6. Drill -Tec"" AccuTraco Galvalume Steel plate for 3" x 3" GAF Recessed Plate use with Drill -Tec"" fasteners. 7. Drill -Tec"" 31° Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill -Tec"" fasteners. 8. Drill -Tec"" 3" Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill -Tec"" fasteners. NOA No.: I4-0611.01 CFDADE7�r= Expiration Date: 11/06/01 ` '' Approval Date: 11/06/14 Page 5 of 29 EVIDENCE SUBMITTED: Test Amency Test Identifier Description ate Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 01/28/99 1 B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 ODIA8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF -020-02-01 ASTM D249 02/01/02 ASTM D4977 GAF 306-02-01 ASTM E96 07/07/11 GAF 315-02-01 ASTM D2178 8/23/LP • • •. GAF 314-02-01 ASTM D2178 .'.8/23/1 t"' .. 0000 IRT-ARCON Inc. 02-005 TAS 114 "' : "03/0 I M O * 02-014 TAS 114 ""04!08/02 • 01-039 TAS 114 •••��U3/O1/6?•�•• Trinity ERD G6850.08.08 ASTM D6164 0000.. 0000 • 18/29/©$.' ; G6850.08.08 ASTM D6163 • • • ..... P8/01/08 . G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 . 11/05/49 G40620.07.12-2 ASTM D6222 '..' b7/17/I2 ... G34140.04.11-2 ASTM D6163 04/25/11'• G31360.03.10 ASTM D6164 03/31/10 G34140.04.11-4 ASTM D4601 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G33470.01.11 ASTM D6164 01/13/11 G6850.08.07-1 ASTM D3909 08/13/07 630250.02.10-3-R1 ASTM D3909 11/26112 PRI Construction Technologies LLC. ASTM D2178 GAF -314-02-01 08/23/11 ASTM D2178 GAF -315-02-01 08/223/11 ASTM D6083 GAF -245-02-01 06/10/10 ASTM D6083 GAF -084-02-01 07/08/05 ASTM D6083 GAF -245-02-01 06/10/10 ASTM D6083 GAF -084-02-01 07/08/05 Momentum Technologies, Inc. ASTM D6162 AX04C9A 06/05/09 NOA No.: 14-0611.01 Mrad�Fcounirr Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 6 of 29 0000.. 0000.. 0000.. 00.00 0000. 0000.. 0000.0 .0000. APPROVED ASSEMBLIES Membrane Type: SBS Deck Type II: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOuf" Fire Barrier Coating, VersaShield'& Fire -Resistant Roof Deck Protection (optional) or Securock® Gypsum -Fiber Roof Board. Anchor sheet: GAFGLASO #80 Ultima"' Base Sheet, GAFGLASO Stratavene Eliminator Nailable Venting Base Sheet, Ruberoid 20, Ruberoid® SBS Heat -Weld Smooth or Ruberoid' SBS Heat -Weld"" 25 base sheet mechanically fastened to deck as described below. Fastening GAFGLASO Ply 4, GAFGLASO FlexPly'" 6, GAFGLAS0 475 Base Sheet or aa3o • Options: of above anchor sheets attached to deck with approved annulat+riq thank naip • • • and tin caps at a fastener spacing of 9" o.c, at the lap staggerednaid irntwo row. • • • 12" ox, in the field. • • • • • • • • • • (Maximum Design: Pressure —45 psf. See General Limitation � • •' • GAFGLASO Ply 4, GAFGLAS" F1exPly'" 6, GAFGLASO #7511a sSheet o?a%t4.' of above anchor sheets attached to deck with Drill -Tec"" #12 Fasteuw, Drill -Tec:. #14 Fastener or Drill-TecT" XHD Fastener and Drill -Tec'" 3" Siae11'4ate, Dr'il•' Tec'" AccuTrace Flat Plate or Drill -Tec"" AccuTraco RecesseMaI44ainstalIed 12i' o.c. in 3 rows. One row is in the 2" side lap. The other rows ate equally spa;j4 .; approximately 12" o.c. in the field of the sheet. n (Maximum Design Pressure --45 psf. See General Limitation #17 0' "' 0 0 GAFGLAS`a FlexPlyT" 6,JQALCLA5!_4Z Base Sheet or any of 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) GAFGLASQ 480 Ultima'" Base Sheet, Ruberoid®20, Ruberoid Mop Smooth base sheet 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 —60 psf. See General Limitation #7) GAFGLASO #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT" #12 Fastener, Drill -Tec'" #14 Fastener or Drill -Tec'" XHD Fastener and Drill -Tec'" 3" Steel Plate, Drill -Tec'" AccuTrae Flat Plate or Drill Tec'" AccuTraco Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-0611.01 iaM�n ecouar�r Expiration Date: 11/06/15 JAPPROVED1 Approval Date: 11/06/14 Page 7 of 29 .Gone 0e G0no . 0000.. :006 0: . Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill -Tec"' insulation plates at a fastener spacing of 9" o.c. at the (Continued) 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLASO #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"m 412 Fastener, Drill -Tec' #14 Fastener or Drill -Tec"' XHD Fastener and Drill -Tec'" 3" Steel Plate, Drill -Tec'" AccuTrac'o FIat Plate or Drill-Tec`u` AccuTraco Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuard'M Polyiso Insulation, EnergyGuard"' Polyiso RA Insulation, EnergyGuard' Polyiso RN Insulation, EnergyGuard' RA Composite Polyiso Insulation Minimum 1" thick N/A N/A 0000 StructodeV High Density Fiber Board, EnergyGuard"' Perlite Recover Board • ' • • • • • • Minimum '/" thick N/A • • • 0.. • 0 000N/A• • • • 0000 EnergyGuarC Perlite Roof Insulation • • • 0 • • • Minimum %11 thick N/A • • • • N/Q... Note: All insulation shall be adhered to the anchor sheet in full mopping of appy oNd hot aspfi rto within the EVT range and at a rate of 20-40 lbsJ100 W. Please refer to Roofing A;jfieation • - Standard RAS 117 for insulation attachment. Insulation listed as base layer only shy ll be used • • • only as base layers with a second layer of approved top layer insulation installe$ as this final. • membrane substrate. Composite insulation panels maybe used as atop layer placed with th$• •• • • polylsocyanurate side facing down. GAF requires either a ply of GAFGLASe' Sfr,fv4ne 0 000 Eliminator"' Perforated Venting Base Sheet laid dry ora layer of EnergyGuarr Perlite Roof•. • Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one I of GAFGLASO #75 Base Sheet, GAFGLASO #80 Ultima"'$ase Sheet, GAF LASS Ply 4, GAFGLAS F1exPly- 6, GAFGLAS0 Stratavene Eliminatory' Perforated Venting Base Sheet (laid dry), Ruberoid Mop Smooth, Ruberoid® 20, Ruberoido SBS Heat -Weld's Smooth or Ruberoid SBS Heat -Weir 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). Pfy\ et: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLASO FlexPly"' 6, AF AS #80 Ultima Base Sheet, u eros ZMop Smooth, Ruberoid 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid 20, Ruberoid 30, RuberoidEnergyCap7 30 FR SBS Membrane, Ruberoid® 30 FR, Ruberoid Mop Smooth, Ruberoid Mop 170 FR, Ruberoid Mop Granule, RoofMatch"' SBS Modified Granular, Ruberoid Mop Plus, Ruberoid' Mop FR or Ruberoid Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. f 15%. NOA No.: 14-0611.01 coU1 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 8 of 29 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. M Surfacing: 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. 1. Gravel or slag applied at 400 Ibs./sq, and 3001bs./sq, respectively in a flood coat of approved asphalt at 60 Ibs./sq. 2. GAFGLASs' Mineral Surfaced Cap Sheet or GAFGLASO EnergyCapt" BUR 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. 3. Topcoat' Elastomeric Roofing Membrane, Topcoate MB Plus (to be used as a primer with Topcoat Elastomeric Roofing Membrane) or Topcoat Surface Seat SB applied at I to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options 0000 . . 0000 0000.. .. 0000 0.0.00 0000 0000.. *00e*6 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. •• •• 00 • 0000.. :00:0: . 0 . . 0000.. 0000.. . 0000.. .. 0 ... so 0 NOA No.: 14-0611.01 MIAMbD E coExpiration Date: 11/06/15 "'' ' N� Approval Date: 11/06/14 Page 9 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/" DensDecko Roof Board or %2" Type X gypsum 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 side lap and one down the center of the sheet allb"ng a continuous area of ventilation. Encircling of the strips is not acceptable. A C broaNshall be • •. placed every 12' in each ribbon to allow cross ventilation. Asphalt application oroeither syst rp;D;]1 be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be li40H * 0 a maximpm design pressure of -45 psf. *fee • • • • 5. Fastener spacing for insulation attachment is based on a Minimum CharacteristlF gwt (F') ftaegf 275 lbf., as tested in compliance with Testing Application Standard TAS 105. WAW fastener valva, 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 att&* ent is based on a minimum fastener resistance value in conjunction with the maximum design value listed;WitDtq a specific system. Should the fastener resistance be less than that required, as *terpf'Iped bythe Building Official, a revised fastener spacing, prepared, signed and sealed by a Fldfida Registeled: •: Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and 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 61G20-3 of the Florida Administrative Code, END OF THIS ACCEPTANCE NOA No.: 14-0611.01 M �g acaUnrrY Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 29 of 29 TGFU.R14153 - Roofing Systems Class A - Pully Adhered 1. Deck: NC Incline: 1/2 Page I of 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perilte/polylsocyanurate composit ne composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet (Optional): — 0 or more plies Type or Type G2 or Type G3. Membrane: — One or more r s ' Ruberoid@ Torch®" (9 oth or Granule) or "Ruberold@ Torch Granule Plus" or "Ruberold@ Mop" (Smooth or Granule) or "Ruberold@ Mop Plus Granul" (granule), Surfacings — Gravel, 400-lbs/100-ft2, loose laid or applied In a flood coat of hot roofing asphalt. 2. Deck: NC 1/2 Base Sheet (Optional): — One or more plies Type 1 or Type G2 or Type G3 Membrane: —One or more plies "Ruberold@ To71.1 (Smooth or Granule) or"Ruberold@ Torch Granule Plus" or "Ruberoid@ Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule" Coating: — "Karnak No. 97" applied at 11h to 3-100-ftZ. 3. Deck: NC Insulation (Optional): — One or more I Base Sheet (Optional): — One or more Membrane: — One or more plies "Ruben or "Ruberold@ Mop Plus Granule". Coating: — "Karnak No. 97" applied at 4. beck: C-15/32 Incline: 1/4 > perlite, wood fiber, glass fiber, any thickness. Type G1 or Type G2 or Type G3. Torch" (Smooth or Granule) or "Ruberold@ Torch Granule Plus" or "Ruberold@ Mop Granule" to 3-98.1/100-ft2. Incline: 1/2 SSSS • r • • Soso 0600•0 S• • SSSS • Insulation: — One or more layers pe lite, glass fiber, poiylsocyanurate, urethane, perlite/polyisocyanural'satatslad4ite, perRt&1•:1Fethane 0000" composite, phenolic, 1'h -in, minimum thickness (butt joints staggered a minimum of 6 -in. form plywood d�ackliutojoints). • :*000: Base Sheet: — One or more plies Ty a G2 or Type G3. Ply Sheet (Optional): —One or mor plies Type G1. 4400 0000 • • Membrane: — One or more plies "Ru raid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Pitts• er•"Ruberoid®iNEp (SmootR • • • • or Granule) or "Ruberoid@ Mop Plus G nule". • • ••0••S ••0• •000• Surfacing: — "Karnak No. 97" applied t 1Va to 3-gal/100-ftZ. • • • • • •• •• •• • SSSS•• • S. Decks NC Incline: 1/2 i 0 0: 0 s 0 • SSSS•• Base Sheet (Optional): -- One or more plies a G1 or Type G2 or Type G3. • • • • • • • • • Membrane, — One or more plies "Ruberoid® Tor " (Smooth or Granule) or 'Ruberold@ Torch Granule Plush • • i �: ' • Surfacing (Optional): — Karnak "No. 97" or "169" a it at 1 to 3 gal/loo-ftZ or Grundy Ind. 120 F Emulsion" applied at 3-ijal/leo-ft2. 6. Deck: C-15/32 Incline: Insulation: — One or more layers perlite, glass fiber, 3/a -in, minl=4 perlite/urethane composite, 114 -in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or' Membranes — One or more plies "Ruberold@ Torch" (Smooth or Grani or Granule) or "Ruberold@ Mop Pius Granule". Surfacing: — Gravel. 7. Deck., C-15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass composite, perlite/urethane composite, wood fiber/polylsocyanurate torr Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberold@ Torch" (Smooth or Granul or Granule) or "Ruberolift Mop Plus Granule". Surfacing: — "Karnak No. 97" applied at 1°h to 3-gal/loo-ft2 or travel. 8. Deck: NC Incline: 1/2 Insulations — One or more layers perlite, glass fiber, 3/4 -in. minimum perlite/urethane composite, 11/a -in. minimum. Base Sheet (Optional): — One or more plies Type Gi or Type G2 or Membrane: — One or more plies "Ruberold@ Torch" (Smooth or Grar or Granule) or "Ruberold@ Mop Plus Granule". Surfacing. — Grundy "Al. MS Aluminum Roof Coating" applied at 1 to isocyanurate, urethane, perlite/polyisocyanurate composite, G3" it "Ruberold@ Torch Granule Plus" or "Ruberold@ Mop" (Smooth , polyisocyanurate, urethane, perlite/polyisocyanurate or "Rubero)d@ Torch Granule Plus" or "Ruberoid@ Mop" (Smooth urethane, perlite/polyisocyanurate composite, r G3. or "Ruberold@ Torch Granule Plus" or "Rubero)d@ Mop" (Smooth http://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name-TGFU.R 14153&ccnshorttitle=Rooii... 3/26/2015 TGFU.R14153 - Roofing Systems 9. Deck: C-15/32/` Incline: 1/2 Page 2 of 2 Insplation (Optional). — One or more layers perlite, glass fiber, U -In. minimum, polyisocyanurate, urethane, perlite/polyisocyanurate cprliposite, periite/urethane composite, phenolic, 11/2 -in. minimum. ,Base Shee ore plies Type G2 "GAFGLAS@ #75 Base Sheet", or "Tri -Ply® #75 Base Sheet", hot mopped or mechanically ner fasteplace. P!�tYy Sheet: — One or morplies Type G1 "GAFGIASU Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS(D Ply 6" hot mopped In place. Membrane: — "Ruberoid Mop 170 FR" or "Ruberold® Dual FR" or "Ruberold@ Map FR" or "Ruberold@ EnergyCap'" Mop FR". Surfacing (Optional): "GAF Fibered Aluminum Coating" applied at 11h-gal/100-ft2 or "GAF Weather Coat Emulsion" applied at 3-gal/100- ft2. 10. Deck: C-15/32 Incline: 1/2 Insulati fi (Optional): — Perlite, fiber glass, polylsocyanurate, urethane or perlite/polyisocyanurate composite. Sasgs>!oieet: —One or more layers Type G2 "GAFGLAS@ #75 Base Sheet" or 'Tri -Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral PrFaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberold® EnergyCap— Mop FR. httpJ/database.ul.comlcgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.hlml?name=TGFU.R 14153&ccnshorttitle=Roofti... 3/26/2015 • • •••• •••••• •••••• •••• •••••• • •••• •••• • • •••• •••• ••••• •• •• •• • •••••• • • • • • •••••• • • • • • • • httpJ/database.ul.comlcgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.hlml?name=TGFU.R 14153&ccnshorttitle=Roofti... 3/26/2015 CIVI L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fay 305-823-3300 / 305-884-8834 Website: wwwxeilehengineering.com ' April 2, 2015 Report of Design Wind Loads - ASCE 7 Components and Cladding Roof Openings Project: Existing Building 54 Northeast 106 Street Miami Shores, Florida Project Number: 15-0285 Building Information (Provided by Roofer) Comp. Height <15 feet Slope <10 Exposure C Category II (Reported) Wind Uplift Evaluation: K 00256 . 0 Velocity Pressure, qz = Z IV (tea)z = 39.98 psf Suction Prgssure. p. Suction Pressure, p q ((GCP) - (Gcp)) Use GCPi = � 0.18 Kz V(U10 Importance Factor Lamad Sonny Sallch, P.E. Reg # 49014 0.85 175 mph 1.0 •• •• •••..• e e on • • y, , Reileh Engineering Corporation — Project Number: 15-0285 — Page 1 of 2 ..•••. .0000• 0000•• • • 0000•• Zones auction Pressure, u. Roof Hent (Feet) Suction Pressure, psf Zone 1 Zone 2 Zone 3 Zone 4 <15 Feet -47.18 / +15.19 -79.17 / + 15.19 -119.15 / +15.19 N/A 1. The roof skylight is located in the field area of the roof (Zone 1). Therefore provide a roof skylight system with a minimum design pressure of -47.18 / +15.19 psf. 761 Reileh Engineering Corporation — Project Number: 15-0285 — Page 2 of 2 0000 . . 0000 0000.. .. 0000 . 0000.. 0000 0000.. 0000 0000 0000.. 0000 0000 0000. 0000.. 0000 6 0000. 00 40 40 0 0064.. . ...6. . . • . 000 0.. • . . . 0000.. .40464 00 4 Reileh Engineering Corporation — Project Number: 15-0285 — Page 2 of 2 .. ... . . . . . .. • .. . .. ... .. . . . go •• • • • • • • • • •• ••• • • • • • • • ROOF PLAN SCALE: 1/16" = 12" 54 NORTHEAST 106 STREET, MIAMI SHORES, FLORIDA MOHAMAD S SALLEH, ME 49014 • • • • • • tNU1NCtKINU =VALVA I IUNa r /7 Ado 4 - 4 • • c • • • f • f L MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SN 26 Street, Room 208 DEPARTDIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Maxim Industries, Inc, 1630 Terre Colony Court Dallas, TX 75212 SCOPE: This NOA is being issued under the applicable riles 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. DESCRIPTION: Model DCM Curb Mount & DSF Self -Flashing Aluminum Skylights APPROVAL DOCUMENT: Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights", prepared by Maxim Industries, Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision A dated 02/26/2014, signed and sealed by Roberti. Amoruso, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's nameor logo, city,s't'dfc,. model/seties and following statement: "Miami -Dade County Product Control ApprO%eo', ptiless o tr ise •; • • noted herein. 0000.. 0000 • . 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed artctt felias been ne change. 0000 0 in the applicable building code negatively affecting the performance oftius product. .0000 00000 0 • TERMINATION of this NOA will occur after the expiration date or if there has been a tg4s;9ja or channe�in the ": •'. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endoot ht of a� product, fol "" sales, advertising or any other purposes shall automatically terminate this NOA. Failure to sQw9JV with any sgction of "' •.' this NOA shall be cause for termination and removal of NOA. ' : . • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County;Floritj#, and followed by the . expiration date may be displayed in advertising literature. If an portion of the NOA is dis 1a e8 the t s be done"': p Yg any �Y . � �t in its entirety. s• • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-1217.24 and consists of this page 1 and evidence page E-1, as well as approval document mentioned'above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 14-03 18.01 MfAMI•DADE COUttTY Expiration Date: February 20, 2019 Approval Date: May 1, 2014 14- Page 1 Maxim Industries, Inc. NOTICE OF ACCEPTANCE: UVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights", prepared by Maxim Industries, Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision A dated 02/26/2014, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -tip drawings and installation of Self Flashing and Curb Mount Plastic Glazed Unit Skylights, prepared by Architectural Testing, Inc., Test Report No. D1032.01- 801-18, dated 10/02/2013, and revision 1 dated 02/24/2014, signed and sealed by Vinu J. Abraham, P.E. "Subinitted wider NOA # 13-1217.24" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • 4) Large Missile Impact Test per FBC, TAS 201-94: • • • • 0000:9 5) Cyclic Wind Pressure Loading per FBC, TAS 2034 ; • • • •. along with marked -up drawings and installation of Self Flashing and'CdV 41ountl"altic Glazed Unit Skylights, prepared by Architectural Testing, Inc, Test WOO&I No. D1031.01- • • • • 801-18, dated 10/02/2013, signed and sealed by Vinu J. Abraham, P.Es;;; • •0000 • . . ...... .... C. CALCULATIONS "Submitted under NOA # 13-1217.24" 000000 ' ..' : ..... ...... 1. Anchor calculations for substrate installation prepared by PTC Produ,0,6 Dgn Groups LLC, •, dated 12/03/2013, signed and sealed by Robert J. Amoruso, P.E. • • • • • • . D. QUALITY ASSURANCE "' ' 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of acceptance No. 12-0605.05 issued to Bayer MateriaiScience LLC (MA), for their Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017. 2. Notice of acceptance No. 12-0110.04 issued to Palram Americas, Inc, for their Corrugated and Flat Polycarbonate Panels, approved on 02/23/2012 and expiring on 01/22/2016. F. STATEMENTS "Submitted under NOA # 13-1217.24" 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by PTC Product Design Group, LLC, dated 12/11/2013, signed and sealed by R ert J. Amoruso, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0318.01 Expiration Date: February 20, 2019 Approval Date: May 1, 2014 E -1 MAXIM INDUSTRIES, INC. CURB MOUNT & SELF -FL 4S.IIING,SILIGIITS INSTALLATIONANCHORAGEDETAILS GENERAL NOTES: INSTALLATION NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE QWHZ) OF THE 2010 I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION DETAILED. FLORIDA BUILDING CODE (FBC). THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT ATI D1032.01-801-18 AND ASSOCIATED LABORATORY DRAWINGS. 2. THE MINIMUM NUMBER OF INSTALLATION ANCHORS ARE BASED ON THE FOLLOWING: 2.1. AS REQUIRED ON SHEET 3 (CURB MOUNT) AND SHEET 5 (SELF -FLASHING) BASED ON CORNER END DISTANCE 2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE AND ON CENTER SPACING. OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE 22. MINIMUM OF ONE FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYLIGHT ARE REQUIRED BASED ON RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. SKYLIGHT SIZES SMALLER THAN TESTED AND SHOWN ON SHEETS 2 AND 4. 3. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 4. MATERIALS: 4.1. SKYLIGHT FRAME MATERIAL: 6063-T5 EXTRUDED ALUMINUM. 4.2. SKYLIGHT INNER AND OUTER DOME MATERIAL SAYER MATERIALSCIENCE MAKROLON POLYCARBONATE (NOA 12-0806.05) OR PALRAM AMERICAS POLYCARBONATE (NOA 12-0110.04) 5. DESIGNATION'(' STANDS FOR THE A FIXED PANEL 6. IN ACCORDANCE WITH THE 2010 FBC, SECTION 2411.3.3.3, WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 2328.2. T. IN ACCORDANCE WITH THE 2010 FBC, SECTION 2003.8.4, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING WOOD SHALL HAVE BEEN PROTECTED AS DEFINED IN SECTION 2003.8.42. 3. FOR INSTALLATION OF SELF -FLASHING SKYLIGHT ONTO WOOD ROOF DECK, USE 012 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1318 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 INCH. 4. FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 13/8 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 INCH. 5. FOR INSTALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK, USE 12D (0.148' MIN. SHANK DIAMETER) BOX OR COMMON NAILS OR OB WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2 118 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 5116 INCH. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. T. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITH MINIMUM SPECIFIC GRAVITY OF 0.55. 8. TOE -NAILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK (NOTE 5 ABOVE) SHALL MEET THE FOLLOWING REQUIREMENTS FROM THE 2005 NDS FOR WOOD CONSTRUCTION. 8.1. LENGTH (L) AS REQUIRED TO MEET P, La AND Lm REQUIREMENTS. 82. MIN. EMBEDMENT (P) IS 2.13' FOR BOX NAILS AND 1.60' FOR COMMON NAILS WITH 0.148' DIAMETER. 8.3. MIN. La IS 1.33' FOR BOX NAILS AND 1.0' FOR COMMON NAILS WITH 0.148` SHANK DIAMETER &4. MIN. Lm IS 2.13' FOR BOX NAILS AND 1.6' FOR COMMON NAILS WITH 0.148' SHANK DIAMETER. •• ••• • • • • • •• •• ••• •• • • • •• DESIGN PRESSURE RATIN(FSF} TABLE OF CONTENTS SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 DOM CURB MOUNT - ELEVAITON 3 DOM CURB MOUNT - SECITONS 4 DSF SELF -FLASHING - ELEVATION 6 DSF SELF -FLASHING - SECTIONS 3. FOR INSTALLATION OF SELF -FLASHING SKYLIGHT ONTO WOOD ROOF DECK, USE 012 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1318 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 INCH. 4. FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 13/8 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 INCH. 5. FOR INSTALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK, USE 12D (0.148' MIN. SHANK DIAMETER) BOX OR COMMON NAILS OR OB WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2 118 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 5116 INCH. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. T. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITH MINIMUM SPECIFIC GRAVITY OF 0.55. 8. TOE -NAILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK (NOTE 5 ABOVE) SHALL MEET THE FOLLOWING REQUIREMENTS FROM THE 2005 NDS FOR WOOD CONSTRUCTION. 8.1. LENGTH (L) AS REQUIRED TO MEET P, La AND Lm REQUIREMENTS. 82. MIN. EMBEDMENT (P) IS 2.13' FOR BOX NAILS AND 1.60' FOR COMMON NAILS WITH 0.148' DIAMETER. 8.3. MIN. La IS 1.33' FOR BOX NAILS AND 1.0' FOR COMMON NAILS WITH 0.148` SHANK DIAMETER &4. MIN. Lm IS 2.13' FOR BOX NAILS AND 1.6' FOR COMMON NAILS WITH 0.148' SHANK DIAMETER. •• ••• • • • • • •• •• ••• •• • • • •• DESIGN PRESSURE RATIN(FSF} tpACT M jKj • +40.0-75.0 • • •Mew* • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 U W O LY o_ Robert J. Atml . P.E. Flai0a P.E. N& 49M W V DCM CURB MOUNT - ELEVATION DESIGN PRESSURE = +40psf / -75psf Corner Detail (see Detail #3 & #4) En u� CM U DL Opening = 92.5" Frame Width = 97.5° — Top Frame Fastener #12 X 1.5" (see BOM #5) — �- Top Frame Fastener #10X%" (see soM #6) Frame Detail (see Detail #1 & #3) 1 - Angle Detall (see Detail #1 & #4) F— Glazing Detail (see Detail #1 & #2) BiD of Materials: Notes: 1. 6063 -TS Extruded Aluminum Frame mitered and welded at four Comers. Manufacturer: AFCO Part #4950 1. This skylight Is designed to comply with all wind zones, Including the HVHZ, of the Florida 2. 6063-T5 Extruded Aluminum Angle mitered and welded at four corners. Manufacturer: AFCO Part #4843 Building Code. 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle & glazing (glass bite) 2. This skylight meets small & large missle Impact resistance (TAS-201/TAS-203) 4. 0.125" W Enhanced polycarbonate domes. Rise varies but is not less than 10% of the smaller and no other protection Is required. dimension of the length or width. Test specimen = 10" outer dome & 7" inner dome. 3. All framing and roof deck Is by others and must comply with the Florida Building Code. Manufacturer: Bayer MatertalSdence LLC (MA) or PalRam Americas 4. All sizes equal to or less than the test size total square footage are to be accepted S. #12 x 1" Stainless Steel Tapping Screw with neoprene gasket Fasteners located 12" from each corner, under this NOA. maximum 12" on center. Minimum one fastener per side and mintmum four fasteners per skylight S. Fasteners used 1p attach skylight to wood curb are to be minimum #12 stainless " "' • 6i #1%X 0.375"oStainims Steel fasteners 4" from each comer, maximum 12" on center. steel wood screws with minimum embedment of 1.375" : ; -,7,0 n h�re�ea� SM5127 0.6250" X 0.125" Sealant tape • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • ••• • • •• • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Robes J. An m.o. P.E. FWWM RE No. 49M P a 0 Lu Robes J. An m.o. P.E. FWWM RE No. 49M DCM CURB MOUNT - SECTIONS Detail #1: Frame, Angle & Glazing Section Detail 0.125° W Enhanced Polycarbonate Domes Rise varies but is riot less than 10% of the smaller dimension of the length or vddth. Test Specimen - 10" Outer & 7' Inner. Dow Corning 795 Silicone Sealant between retaining _ angle and bop dame. Glazing bite =1.75° Schnee Morehead SM 5127 sealant tape. 0.625" width applied continuously around the perimeter of the dome set. .060" Emaded Aluminum Shape Sealant to be minimum 0.125' tag bead to create constant seal between mnbuded frame and top of Curb. (by others or Included by Mandm as per note below) Curb Bud( Exterior FlnWdng (by Curb Buds See " Note Below * Minimum d{stence - 4" from aluminum frame to reef surface for shingles or OUR without bsubdon. For insulation and roof file add Insulation or roof the thickness tor minimum height * Mb buck - Nominal Southern Yellow Pine 2 X 6 mhhkmun with skylight set on bid( wfth minimum 1/8" tag bead of building sealant. Installation fasteners are Stainless Steel #12 PH or HH Waled Screw with mlalmwn 1.375° embedment and a.67S° Edge Distance e located 3° from each comer and maximum e" on center. This curb bud( Is an optonai component included in the Nt3A Anchoring of the Cab buck must be per the Florida Building Code. See Installation Notes an Shed 1. Detail #2 Glazing Detail DESIGN PRESSURE = +40psf / -75psf #12 x 1" Stainless Steel Tapping Screw with neoprene gasket. Fasteners located Ir from each come, maximum 12" on center. Minimum one f istem per side and four fastencrs perslkylighL 1.75" X 1.75° X.060* Extended Aluminum Retaining Angle PLO X 0.375" stemless steet feasener.4" from each comer, maximum 12" on center. Minimum Stainless Steel #12 PH or HH Wood Screw with minimum L375" embedment and 0.875" Edge Distance, 3" from each comer & maximum a° on center. PreVnched 11W holes by Mwdm for fasteners (by others or optional ay acCssory)(See Installation Notes on Sheet 1.) Minimum 120 (0.148° Shank Die.) Common Nall or #6 Stainless Steel Wood Screw 6" O.0 with Minimum Embeddmemt of 2.13° and 0.5627 Edge Desna (by others or optional amessorVXSee Installatlon Notes on Sheet 1.) -.— Roof deck. (by others) ++ Roof deck and framing by others. All roof details shag comply with the Florida Building Code 0.1251 W Enhanced Polycarbonate Dome. Rise varies but Is not less than 100/6 of the smaller dimension of the length or width. Test Specimen = 100. Schnee Morehead SM 5127 sealant tape. 0.625" width apples caN yaro•nd theperimaW • • • of the etude -L • • • • • • • • 0.125"*/ Enh%401ra" = Risevirtes but N not lest 0M 10%W thoWnaler 19tmetlslen of the length or width. Test Specimen = 70. •• ••• • • • o • • • • • • • • • • • • • • • ••• • • •• • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Detail #3 Aluminum Shape Weld Detail AFCO Part #AF -4950 F MW .29" weep ¢0p bole Maintain lip hAght- at each macer. no "V" weld acceptable. Location of hellarc TTG weld. Detail #4 Aluminum Angle Comer Weld Detail AFCO Part #AF -4843 Location of hellare TIG weld a 19 I,q I I It 11 '11 PRODUCrREVISM in comoyhm Wa *A "Uwe S By Miami Ptodrrct Robert I AmWW% P.E. Find, P.E No,69762 No 4976 "TATE� DSF SELF -FLASHING - ELEVATION DL Opening = 92.5" Frame Width = 97.5" olJ DESIGN PRESSURE _ +40 )sf / -75psf • • • • ••• • • )—Comer Detail Ch ,see Detall #3 & #4) k WW -- Top Frame Fastener a • • #12 X 1.5" • • • • (see BOM #5) •• •• • • < •• •• F— Top Frame Fastener • • #10XY8" ••• • • (see BOM #6) e � o0 a�� — Frame Detail (see Detail #1 & #3) a a L v� �o 3 Angle Detall g d z O t` L (see Detail #1 & #4) I I 08 � Malul �— Glazing Detail (see Detail #1 & #2)�� o fid Notes: Bili of Materials: 1. This skylight Is designed to comply with all wind zones, Including the HVHZ, of the Florida 1. 6063 -TS Extruded Aluminum Frame mitered and welded at four comers. Manufacturer: AFCO Part #4951 Building Code. 2. 6063 -TS Extruded Aluminum Angle mitered and welded at four corners. Manufacturer. AFCO Part #4643 2. This skylight meets small & large missle impact resistance (TAS-201/TAS-203) 3. Dow Corning 195 Silicone Building Sealant located between aluminum angle & glazing (glass bite) 4. 0.125" W Enhancer polycarbonate domes. Rise varies but is not less than 106/0 of the smaller and no other protection i5 required. 3. All framing and roof deck is by others and must comply with the Florida Building Code. dimension a the length or width. Test specimen = 10" outer dome & 7" Inner dome 4. All sizes equal to or less than the test size total square footage are to be accepted Manufacturer: Bayer Tapping Scree lit (MA) or a arialRam Americas eq 9 p S. # 12 x 1" Stainless Steel Tapping Screw with neoprene gasket. Fasteners located 12" from each writer, under this NOA. maximum 12" on center. Minimum one fastener per side and minimum four fasteners per skylight 5. Fasteners used to attach skylight to the existing roof structure are to be minimum #12 stainless 6. #10 X 0.375" Stainless Steel fasteners 4" from each comer, maximum 12" on center. steel wood screws with minimum embedment of 1.375" • • • • • • : Schnee- jorVead §VS127 0.6250" X 0.125" Sealant tape. • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • ••• • • •• • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Robert L Amonreo, PE FbrMe PE Na 49762 (�N�4q q�U l DSF SELF -FLASHING - SECTIONS DESIGN PRESSURE = +40psf / -75psf Detail #1: Frame, Angle & Glazing Section Detail 0.125" W Enhanced Poiymrbonata Dorrtes. Rise varies butes not less than 10"!0 of the smaller dimerelon of the length or width. Test Spednren - 10" 011ier & 7" Inner. Dow fuming 795 Silicone Sealant behmeen retaining angle and top time. GWng bite - 1.75" Schnee Morehead SM 5127 sealant tape. 0.625' width applied comic uw* arowd the penlmeter of the dome set. .060" llxtrudcd Altmdaum Shapc * Minimum distance -V from aluminum frame to roof surface for shingles or BUR wMart bsrdatlon Por hstnlatlon and roof lite add htstdatlon or roof the Urld tm to 4" rrMmum height Detail #2 Glazing Detail #12x 1" Stainless Steel Tapping Screw with neoprene gasket. Fastenera located 12" from each comer, maximum 12" an center. Minimum one fastener per We and four fasteneta per skylight. 1.75" X 1.75" X.0601 Extruded Aluntiwm Retaining Angle RIO X 0.375" sfaialess steel fastener. 4" from each corner, maximum 12" on center. Detail #3 Aluminum Shape Weld Detail AFCO Part #4951 bunha m ^.23" veep hole Maintain lip height - at cash corner. no "V" weld acceptable. Stainless Steel MlNmttm #12 PH or HH Wood Saew with mWmum 1.375" embedment and 0.875" Edge Distance, 3" from each arm & matdmthn 8" on Locaton of hellare TIG weld. center. Pre-pundted If8" holes by Maxim for fasteners (See InsWallon Notes on Street 1.) Roof deck. (by others) ** Roof deck and framing by others. All roof detalls shall compiy with the F2odda Building Code Detail #4 Aluminum Angle Corner Weld Detail AFCO Part #4843 0.125" UV Enhanced Polycarbonate Dome. Rise varies but Is not tess than too/6 of the smaller dimension of the length or Width. Test Specimen o 10". •• ••• • • • • • •• St X- SM 7� =•• •• width a y fir® • • Location of hellnrc TIG weld. of the done tri • • • • • • • • •• ••• •• • • • •• 0.125"UV Enhanced Polycarbonate Dome. Rise vades but is not less than 100/6 of the smaller dimension of the lengthor width. Test Spedm•en =• 7. • • • • ••• • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IE I b6lI�I ZZaq Robert J. Amem %P.E. Fkd&. KE N6.49782 '00 AMES `,oMe. %GEENSF ?t No 49752 _ STATE OF : <I BUILDING PERMIT APPLICATION Miami Shores Village 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 ❑BUILDING ❑ ELECTRIC X ROOFING FEB 2 4 2815 FBC 20 �0 Master Permit No*T- Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0- NC 706 T4 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: It - 7.136.00 6 - 0 O y ® Is the Building Historically Designated: Yes NO joe— Occupancy Type: _jL Load: Construction Type: -+ Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): / �NI IZ�� ( ON7%Z�%� 4 S Phone#: Address: 5-61 IVE 106 s-� City: M l4M i _fH 0(2 FS State: `l' C-(7y� Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company �Name: Rf m r'ox C®n5�`i/'vcCf� D a ��n t �orS Phone#: �S'� �)9 00911 Address: 1/914 IV C -f - City: _-11 14, Qualifier Name: .F2 Zip: Phone#: �X_C/ 2"9 OoS State Certification or Registration #: C eL13 2 9 Z 7 �? Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: nn Value of Work for this Permit: $ f Q Q ®® Square/Linear Footage of Work:of Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: ?P 1, Specify color of color thru tile: Submittal Fee $ Permit Fee $ ' • C� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $. (Revised02/24/2014) DBPR $ Notary $, Double Fee $ Bond $ �t.J`J • W elcln TOTAL FEE NOW DUE $ . - a"j • co 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: 1 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. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of F, .� , 20 � by 71 dayof 5t. ._._.. by P,411l2-1y" f -W -k5 , wJlv,.�ho ' _ maven t , who Qrsonall kn o me or who has produced } - 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: LawI�d� l '� Sign: Print: we 1 Print: Seal: LAURA OLLOWAY Seal: NOTARY PUBLIC LAURA HOLLOWAY STATE OF FLORIDA NOTARY PUBLIC 4**). # P�+RM�R�°N+NMttl°+UNrN�Ne+F°kk°FM�IW°F°P°i�l°MR $'�$11eF +�ikl�ilAukMt°WM°BN+Ie• FF APPROVED BY Lf;(3� Plans Examiner � 1/301201$ Zoning c I Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 KOSTER, EDWARD ARTHUR PREMIER CONSTRUCTION CONTRACTORS LLC 9916 NW 5TH CT PLANTATION FL 33324 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER DETACH HERE (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAE. REGULATION CCC1328278 ISSUED;05/11/2014 CERTIFIED ROOFING CONTRACTOR KOSTER, EDWARD ARTHUR PREMIER CONSTRUCTION CONTRACTORS L IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2016 L140511WO1047 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 KOSTER, EDWARD ARTHUR PREMIER CONSTRUCTION CONTRACTORS LLC 9916 NW 5TH CT PLANTATION FL 33324 nICnl AN/ ACI DCnl IIDcn Dv I AIA/ Qcn* 14AflF19flM/r1A7--" BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 -- 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 IgA: Receipt e:ROOFI2NG/T METAL CONTRACTOI 'SHEE Business Name' LLRFCMIER CONSTRUCTION CONTRACTORS Business Type' (ROOFING CONTRACTOR) Owner Name: KosTER, EDWARD A Business Location: 9 916 NW 5 CT PLANTATION Business Phone: Business Opened:03/25/2012 State1Gounty1CeWReg:CCC132 s2 7 s Exemption Code: Rooms seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vendina Tvne: Tax Amount Transfer Fee 1 NSF Fee 1 Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 2.70 0.00 1 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Browrard County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: PREMIER CONSTRUCTION CONTRACTORS L. Receipt #IOB-14-00000613 9916 NW 5 CT Paid 10/31/2014 29.70 PLANTATION, FL 33324 2014 -2015 CERTIFICATE OF LIABILITY INSURANCE 7212312015) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS 140 RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sh AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the eertiticatB holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. R SUBROGATION IS WAIVED, subject to the terms and conditions of Rho policy, certain policies may require an endorsement. A statement on this certlflcffie dans net confer rights to the In Ihw of such gridomeno s . PRODUCER SOUTH FLORIDA CASUALTY 415 North 4th Street Lantana, FL 33462 OF INSURANCE PHONE 561)533-6144 4561)533-6170 10 No eine(4soutarloriclacasualty.com PRODUCER AFFORDING COVERAGE NAICS INSURED Premier Construction Contractors LLC 9916 NN 5th Court Plantation, FL 33324 954-599-0094 INs RER : Seneca Specialty Ins. Company 39993 INSURER C: SURER D: INSURER E: COVERAGES C ER'TIFIf`.ATF All WAFR- RP/ICIAN All IIARFR- THIS M TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 6 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMRS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAW. MOR L OF INSURANCE L MUM AUTHORIZED REPRESENTATIVE POLICY EFF POLICY EXP kwamc=LIMITS GENERA- LIABILITY _CGUrY.NUMHFR EA OC UR ENC ' 1,000,000 COMMERCIAL GENERAL LIABUTY CLAIMS -MADE D OCCUR $ 100,000 MED EXP are $ 5 000 A BAG10203731 03/24/14 03/24/15 PERSONAL aADVINJURY , 0 ,0 GENERAL AGGREGATE eswl. AGGREGATE LIMRAPPUES PER: PRODUCTS - IOP AGO 2,000r000 X POLICY Me LOC $ AUTOMOBILEUABILITY COMBINEDSINGLEUMIT $ (Ea acdde" ANYAUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS 8000.Y INJURY (Paraatdart) $ SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE $ (Per a -d -I) $ NON -OWNED AUTOS UMBRELLALIABOCCUREACH HCLAIMS-41AADE OCCURRENCE AGGREGATE s EXCESS LIAR DEDUCTIBLE $ WORKERS COMPENSATION WCSTATU- 10 ORV IFR AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE ruN OFPICEWMEMBER EXCLUDED? NIA EJ_EACH ACCIDENT DISEASE - EA EMPLOYEE $ (Mmubbuy in NH) undar RI O O Intractor ffdescribe I s SAG10203731 03/24/14 03/24/15 Included ofessional DESCRIPTION OF OPERATMS / LOCATIONS / VEHICLES (AAach ACORD 1(1.AdtODnW Rammla Schedule, I nmre space Is required) License # CCC1328278 r`FRTBFH_ATF wnI rim nAkff cM I Ar1r%k1 Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCEWITHTHEPOLXCYPROWSIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE m 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marcs of ACORD DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed glow has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 5/1212014 EXPIRATION DATE: 5/11/2016 PERSON: KOSTER EDWARD A FEIN: 262502178 BUSINESS NAME AND ADDRESS: PREMIER CONSTRUCTION CONTRACTORS LLC 9916NW5CT PLANTATION FL 33324 SCOPES OF BUSINESS OR TRADE: LICENSED ROOFING CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by ling a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The departnent shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the constriction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.. Therefore. you may be uerwaidiv liable for the worker eomnensation injuries of anv person allowed to work under this u rmft Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of j , 20 . By a who i�persppally knovjdtdide or has produced as Notary: SEAL: PUBLIC Come# FF088MB Expires 1/30/2018 Contrae Aor Signature: State of Florida County of Miami -Dade The foregoiwgs acknowledgefme this ? day of b -.201T By wh 11 kn me or has produced as Notary: LAURA g oLi 0% SEAL: NOTARY PUBLIC STATE OF FLORI Expires 4/30/2018 Premier Construction Contractors License # CCC1328278 CVC56717 CGC1517513 9916 NW 5th Cr Plantation, FL 33324 Phone # (954) 599-0094VFax # (954) 206-0619 2/21/15 State of Florida County of Broward Before me this day personally appeared Edward Koster who, being duly sworn, deposes and says: Edward Koster working for Premier Construction Contractors is doing a re -roof at 54 NE 106 St Miami, FL 33138 Edward Koster o5- fe�Y4 kv'c'vvv' * EXPIRES: In 18, 2018 Banded Thn Budget Motary Servka i*LAURA "OLLOWAY NOTARY p)BLIC STATE OF FLORIDA .1CMWW FF088068 i A fres 1/30/2018 Premier Construction Contractors License # CCC1328278 CVC56717 CGC1517513 9916 NW 5th Cr Plantation, FL 33324 Phone # (954) 599-0094VFax # (954) 206-0619 2/21/15 State of Florida County of Broward Before me this day personally appeared Edward Koster who, being duly sworn, deposes and says: Edward Koster is the only one doing work at property. Edward Koster is working for Premier Construction Contractors Is doing a re -roof at 54 NE 106 St Miami, FL 33138 Edward Koster FaCN Cn 3 �i� • ' CERTIFICATE OF LIABILITY INSURANCE DATE(INerDOnrrr] 3/21/2015 TISS CERIIFICATEIS ISSUED AS A W1T7ER OF 0IIORM7IONONLY ADD CONFERS NO RDMS UPON THE CERIffDATEDDLDER, IM CERTIFICATE DOES NOT AFFIINIA7NELYOR NEOA7IYB_YAN7§A EXTEND OR ALTER THE 0014RUGE AFFORDED BY THE POLICLES4 8EL W TICS C73"RCA7EOF UMMRNCE DOES NOT CONSUM EA CONTRACT BETWEEN THE 189111110 MM044 AU7HORRED REPRESMA71YYM PRODUCER, AND'nM CERHFICATENOLDER. MUNMAKrIftbacwdgcaNholderb=ADDFFMNALOKWIMO*pog"m*mmdbaendomo&NSUBRDGAIKMVMNMsubladto ttretaraLaauaottbaAatatao>PaMm no ttlatomla cadiftdWolderIn aD PAOWRIIt SOUTH FWRIDA CASUALTY 415 North 4th Street Lantana, FL 33462 CONTACT Mm PHONE(561)533-6144 PAT(Nc (561)533-6170 ADDREM Elaine@southflori.dacasualty.com LamPOLICY OWARM AFVIBIVIS COIAMS E Raw Premier Construction Contractors LLC 9916 NW 5th Court Plantation, FL 33324 954-599-0094 99WIlMA: Seneca Specialty Ins. Company 39993 UMLOM B: INSLMENC: DSD: pSUR9tE: QSIWERF� THIS IS TO CERTIFY THAT7HE POLICIESOF RQUIRAPXE LMED SELOWHAME SE N 6Sit®70 TRE QM NAIVE ABOYEPOR 771E POLICY PENN WD"TED NOI KHWAHONG ANY rib R. TEW OR CONIXHON OF ANY (X1 MACTOR O7HE7 DOCLAU M' VffM f TO WO(N THIS CERT119CATE MAY BE ISWEO OR MAY PERTAW. THEMAW= AFFORDED BYRE POLICES DESCFMM HEREW IS SLaWT TO ALL THE TE MM E(CLUSMISADDCCaDMONSOF 5UCHPOLEMUN91S SHONNNAY MAWBEHJMUCED BYPAD CLAM ees 7YPEOFQ ANCE396— Maa�t POM EFF PW1CY OfP LamPOLICY A GENEW LIABum X CoIMMWL GENERAL LIAMM aAararrwDE occur BAG1020373-2 03/24/15 03/24/16 E1gCH OC a 1,000,000 a 100,000 AODEXP({MPonapason) s 5,000 PEnsoNALaAavaaw a 1,000,000 Da7HUL AGGREGATE a 2,000,000 (M1'LAGGREGATEUMITAPPLIESPER x PaL1cr M MC Loc -PRODUCTS -COMPWPAGG a 2,000,000 a AWOMO30.EL1ABWTY ANVAIRo ALL OWNED AUM MWAMAIROS HM ALTS D W0NKEDAUTOS COM894WSRJ EUWF a (Ea acdamm aooaYaanmwwa BODOY04alRYlPmeoMl� a PROPERTY DAMAGE $ a UMBRELLA UAS EXCESS L!"HC-ASMAM O;OM EACH OCC 8 a DEOIX:VME RERWrION S s a YM.1AfERS COMPENSATION ANDEMP OVEASIMMU.RY YIN wn as �� (x+59 0�, tlVnM= u FO DESQIQ'r10DT OFOP9IATIWN4 belor MIA VC STAID- ORF RMUMM FL EACHACCUOR a E.L. -EA�� S FJ-. DME AW-POLC'I LDDT $ DESCIOnION OFOPERARONSIOCAT"MfVEHELES(ATnhACOW 101. A ffl aW Reae. Sd.Aie, HtmabaMftM License # CCC1328278 Miami Shores Village I SHOIa oANY of THE ABOVE POLICIES Be CANDLED BES Building Department THE EXPWTION DATE THEREOF, NOTICE VtlLL BE DH.NERW Da 10050 NE 2nd Ave ACCOFWANCEVMNr71EPO CYPRDVW0W Miami. Shores FL 33138 AURiDR® REPREIRJTA7IVE f int - ®19811-2009 acorn CORPORATION. Alt rights roaerved. ACORD25 (2009109) The ACORD name and logo are reglabned .ma of ACORD z ❑ 11 300f IN Rarne J Prescriptive BUR -RAS 150 ROOF TYPE ig ❑ Recovering ❑ Rep DOF SYSTEM INMRMATwim jw► owpe nooT Area (tw) SteeD 51oDed Roof Area (SFl Te ❑ bt:u I iuN B (Roof Fienj strate all levels and sections, roof drains, scuppers, c )w drains. Include dimensions of sections and 1nvWs_ j, vwweiea Pressure zones arm iocanon oT naranau ■■■■■■■■ae■aaaae��::�:._n�:�=csaeeaea■ae�i ■aaaa■■avaaaaaaaEst>ta>.a��aaee r�aat■a■■ee.--� ■�■��■C��sir■ltd i/��It�■ GL'■��>LW�� ■■��Yi■a�fiioi�iii:�>•■■iar'i�ai��ao■a�1�o ■�■■■■It�>t��■�■■aLi�1��7�iGll��■■��11�li1�1 �aaelt■>.■rraeae.�■aaaaaaaaaaaaae■■■arrna� ■■t■aha■i�\1fa\��aYi��■ool�■■>to>t�aalll�al �■■■gaff■iT�o�a■■1t��1!■It\aa��o�a/\�1t■al'IG�1 ��■11■�■�■��Itlt■■It��■>tll■��■■��IIl�1t1 ��/1`IE!RI�)111��■��■■11�11�11■��1L�■�1111�71 1'I •• •• • • • •• •• • • • • • • • • • • • f odde gWWM9 Code EdIdo i i0t0 High Velocity Hurricane Zan Uniform Ap Form • Section C (L w Slow dak ' • • ••• •e• • •e• • aFill nd n Specift Nin of Aw+er � Componerft Fastener Spacing for A1�tor/Baitu se S Of a component is not used. fdentgy as "NA-) A� " ' • • ' •' ' • • • • • :00 SystemManufacsurer Fi@Id• ' :R -" 72 -OC NOA No.: " 0 s Perirrreier:_- oc 6 Lap, # Rows �- a �; -cc Design Wird Pte, From RAS 128 or Com: Com: 4 -cc 0 Lap. # Rows-. 0 cc PMI: r 9.2 Pmae: 12 . 6 nn -12 N Number of Fasteners Per Insulation Max. Deem PreseuM From the Specilla W)A Systmn: - 572-, 67 Field: Perirneter Comer Dedc Type: I "V,0.4Q IllustliComponents NoWd and Ga�rn"a°`m: Z te Detaft as Apple: f2 �� Woodbiocking. Gutter. Edge Termination. Stripping, Flashing, Continuous Cleat. Cant Anctmiassesheet&No.ofPiy(s): 1 X75' se- Strom Base Flashing, Counter- Flashing, Etc. Anchod8mShy FastLer Indicate Mean Roof Height, Parapet Height, , r,,J ,r, �, ��,G,a,� nom; I ia ;,r �t� TmT ght of Base Flashing. Component Material, aterial Thickness, Fastener Type. Fastener IrstlationBase Layw- Spacing or Submit Manufacturers Details that Comply with RAS 111 area Chapter 16. Base Sfest(s) & No. of Ply(s): Base Sheet Fastenedftudhil Mat NWL`� i W r,W,, J nKn4%& Is R,,k,4A Mop /70P " -73- b&-- Florida Building, Code Edition 201.0 High Velocity Hurricm Zone Uniform Permit Application Form SeWonDeep Slojgd Roof stem) Roof Sin Manufacturer: EK Product ApprovalNumber. Minimum Design Wind Pressures,lfApplicabie (From RAS 127 or Calculations): PI:30•2P2: P3: Maximum Design Pressure Product Approval Specific system: Method of Tile Attachment: ® 60rm® X4 Steep Sloped stem DescriRtlon 6=4- Roof — Roof Slope: Underiayment: � O � $� 12 insulation: Ridge Venti n? •• .•• .. �--- MM:Roof l�lg. . • T vW& Spacing:11few ..1 00 /J 2 tot+b 129.L . r.t eve IN' `%' !►1 rel � M G t �$ IlYle Cap Sheet: �Covering:1— 77-e— Type & $tw Drips Edge:F3- )C,3 � Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compare the values for Mrwiththe values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P, : x A = - Mg: = Mr, Product Approval Mf (P2: x A = _� - Mg: = M,2Product Approval M, (P3: x A = - Mg: = M,3 Product Approval Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 30.q Product Approval Mr ®. . *Must be used In conjunction with a fist of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for P with the values for Fr. H the F' values are greater than or equal to the F, values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= - W: x cos 0: - = F,, Product Approval F (P2: x 1: = x w:= ) - W: x cos 0: - = F,2Product Approval I - (P3: x 1: = x w:= ) - W: x cos 0: - = Fi3 _ Product Approval IF M Requlred Moment Resistance* Symbol Where to find Mean Roof Height --I► Roof Slop® 4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 0.4 32.2 1 33.8 35.1 37.3 5:12 Minunum Attachment Resistants 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used In conjunction with a fist of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for P with the values for Fr. H the F' values are greater than or equal to the F, values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= - W: x cos 0: - = F,, Product Approval F (P2: x 1: = x w:= ) - W: x cos 0: - = F,2Product Approval I - (P3: x 1: = x w:= ) - W: x cos 0: - = Fi3 _ Product Approval IF ••• Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site $ is 1plier Product Approval Restoring Moment oe 1b Oravity • . Product Approval AtUachrreot Resistanis ••• Product Approval Required Moment • tOt, • Calculated Minunum Attachment Resistants P Product Approval Required Uplift Resistance F, Calculated • • • rage We omelet t V• • Product Approval • • • : T40 l siora � �� : :Product Approval All dhWatloAs must be subm Oo the glling at the 8me of permit application. ••• • • • • ••• • ••• •• • •• • • • • •• •• • ••• • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NO11FICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. J� 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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. 1 2. Renailing Wood Deeks: 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.) -E =— 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 work to be performed. 4. Exposed Collings: 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 penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system, Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Y 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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 84413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, ven otbe required. Owner' gents ignature Date Contractor's Signature Property Address Permit Number see • ... as* see . 11 COUNTY BUILDING CODE COMFLIANCE OFFICE (BCCA) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE CNOA Entegra Roof Tule, Inc. 1789 NE 9P Ave Okeechobee, M 34972 MIAMI DADE COUNTY, FLORIDA MLTRO-DADS FIAGXR BURRING 140 WEST FLAGLER STREET, SUITE 16033 MIAW FLORIDA 33130-1563 (305) 375-2901 PAX (305) 375-2908 SWPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material (nils to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile 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 others noted herein RENEWAL of this NOA shall be considered after a renewal application has been filet and theft 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 proem. 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 itsentirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf ictu er or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA NQ-. 4 "PO4. > 5 acrd consists of pages 1 through 5. The submitted docw6tentnbon wgs l� by Alex Tigera. • • . . . • . . ••• • • go NOA No.: 10-1202-01 •Espirsdan Daft 12=/15 . • Approval Date: 12/30/10 •... ••• Page of f ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "'Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product AADlican Mme 62Mit1 tions DcscriOG-12 Plantation Tile Length: 16%x" Flat concrete roof file for direct deck or Width: 13" TAS 112 batten nail -on. - Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 3. LDWATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Budding Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed swoon 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This ace -c -pt IE fir w C lr grn►lirf►tinn9. MinLr- m! dtw-h requ re`anarMc shall he Ln compliance with applicable building code. A- TNcTAL•LATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its componerrts shall be installed in pct wn%pUance vft Roofing Application Standard RAS 118,119, & 120 4.2ttn FN' •At}a fis�,.�''d''�. Ulat». see so • • : •: . • .' • : NOA No.: 10-1207 : Expiration Date: 12W15 a �s Approval Date: 12130/10 ev Par 2of5 . ..... . ..: Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibfl Length -I (ft) Width -w (ft) Plantation Tile 11.6 1.375 1.06 Table 2: Aerodynamic Multii liens - ft3 Tile 2, (ft3) Profile Batten A lication ;L ('R3) Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - (ft4bf) Tile2":12" .Fastener Type 3":12" 4":12" 6": 12" 6":12" Greater than Profile (Min. 19132111 I plywood) 7":12" Battens Direct Battens Direct Battens Direr Battens Direct Battens Direct Battens Direct Deck Deck 14.0 Deck 7.4 Deck Shank Nails Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft4bf) For Nail -On ftstems Tile .Fastener Type Direct Deck Direct Deck Battens Profile . (Min 15132" (Min. 19132111 plywood) plywood) Plantation Tile 2-10d Mng Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nall 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave CI 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip), .•..•,2;1Qd•RInaa • jhalak . �. NBiI + • a 50.3 65.5 48.3 1 Installation VWa49 81e hea& • an hers are looted a minimum of 2'h° from the Dead of Ole. • ... . . . . ... ... . . • NOA No.: 10-1202.01 Expiration Date:12/MS Approval Date: 12030/10 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment Mf (ft Ibf) For Two Pa Adhesive Set S 'ams Tile Profile Tile Application Minimum Attachment Pol Prow'' 40.4 4 Larne paddy placement of 46 arams of Po Prom. Resistance Plantation Tile Adhesive 31.3 2 See manufactures co nent approval for Installaton requirements. 3 ReAble Products Company THeBond Average weights per patty 13.8 grams. Polytbain Product, Inc, Average ~ per patty 8 arams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) For Sin Is Patly Adhesive Settme Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Pol Pro'"u Pol Prow'' 40.4 4 Larne paddy placement of 46 arams of Po Prom. 5 Medium paddy pymmed of 24 grams of Po1yProTm. Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acte nce. 5. LABELING 5.1 All tiles shall bear ,the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: nMiami-Dade County Product Control Approved". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the foilowing markings: USA "E" USA, "E", Entegra "E", where the E is a stylized logo. 6. BUILDING I'E1tAW REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 7. MANUFACTURING LOCATIONS 7.1 Okeechobm Fl, ....... . .. .. • ' : •• • • • • •• • • •• • • • • • • • ••• • • • • • • •• •• ••• • 0 NOA No.: 10-1102.01 Expiration Date:12MnS Approval Datc 12/30/10 Page 4 of 5 4 PROFILE DRAWING PLANTATION FLAT CONCRETE Ta.E END OF THIS ACCEPTANCE ....... . .. .. . ......... . . . . .. ... .. . .... . ... . ... ... . ... . . .. . . . . .. ... .. • .. NOA No.: 10-1202.01 ... Expiration Date: 12/03/15 Approval Date. 12130/10 "' ' ' ' ' "' ' Page 5 of 5 . . . . . . . . . . . . ...... . .... ... . . . ... . . l�Ili�! MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miami'Iade'eo`d°era 3M Company 3M Center Building 0220405-E-06 St. Paul, MN. 55144-1000 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 PERA - 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. PERA 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: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sire at the request of the Building Official. This renews and revises NOA# 1 r-0124.44 Ad cb*ift bf Wes I through 7. The submitted documentation wag I4viev;dby Ax Tigera,' ... . .. . . .. . • .. • • . NOA No.: 12-0229.18 • • • • 0 0 Expiration Date: 05/10/17 Q,7T-T-,1 7— c AROVEDIpproval Date: 05/10/12 _IA... . • � � � � Page 1 of 7 • • • • • • • • • • • .. .. • • . .. .. ROOFING COMPONENT APPRovAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 as mamfactured by 3M Company as described. in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: fteduct Dimensions Test Product Description Swifiications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof file adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 .. ... ASTV Dot .. . • • • • • • •• • . • • • . • • ASTM D 2856 . ••• . •.. ••. • 0.• .. • • . • • • . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Results 1.6 lbs./ft.9 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm/ Inch +0.07% Volume Change @ -W F., 2 weeks +6.0% Volume Change @158°F.,100% Humidity, 2 weeks 86% NOA No.: 124)=.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 0 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBmrrrm Test Aaencv Test Identifier Test Name/Regort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 • 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 Celotex Corp. Testing Services 25-74384 TAS 101 10/23/98 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 • O1 -6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 5284549-1 Approval Date: 05/10/12 ... 52845410-1 Page 3 of 7 520109-1 TAS 101 12/28/98 520109-2 . . . . .. . .. 520109-3 . . .. . . . 520109-6 . . ... . 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTm 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _ .. .. F= • . •• • • .. . US.••...... . . ... . ... ... . • •• • • • • • • • • • • • • NOA No.: 12-022&18 • • • Expiration Date: 05/10/17 hBAMFWIDE ... JA Approval Date: 05/10/12 ... ... Page 3 of 7 . . . . .. . .. . . . . . . . . .. . . . ... . . . ... . . INSTALLATION: 1. 3MTw 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each !Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile 2 Piece Barrel) #1 17/side on cap and N/A Flat, Low, High Profiles 1 #2 1 24 N/A Flat, Low, High Profiles 1 #3 1 8 ..... . . . . . .. . . .. ... .. . . . .. . •.• . •*: •O: . .. . . . . . V: . . .. . . . 0*0 000 •o* • ... . . . . ... . . . . . . . . . . . . . . . ...... . .... ... . . . ... . . NOA No.: 12-022&18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BmDiNG PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY �PO,- E62dWa ! NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Mt� �I �PO,- E62dWa ! NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nd UttW* puff carat 1 • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAII. 3 DOUBLE PATTY pmft=MOM Poo Nd 8=0 (etwm th) undabymed NO (Wtdvtu9) END OF THIS ACCEPTANCE .. ••• • . . • . •• . ...1 : : :0: 00 . . • Soo...• ..• . • .. ...• . •.. . .•. ... . .•. . . • .. . .... .. .. • •• • • • • • • • s%b F" wVV tf1s pa*ifig mdwn ""�k d a taem NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05110/12 Page 7 of 7 �1 1i X1.3 END OF THIS ACCEPTANCE .. ••• • . . • . •• . ...1 : : :0: 00 . . • Soo...• ..• . • .. ...• . •.. . .•. ... . .•. . . • .. . .... .. .. • •• • • • • • • • s%b F" wVV tf1s pa*ifig mdwn ""�k d a taem NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05110/12 Page 7 of 7 Rr �i C4..lP�%Y PRODUCT COIyIT spcnON 11805 SW 26 Shed, Room 208 DEPARTMENT OF MOULATOR ' AND ECONO1ViliC'RESOURCES (RER) !loam, HOWA!"4474 4474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-25" P Mo 315215-99 NOVICE OF ACCEPTANCE (NOA)�a� GAF 1361 Alps Road Wayne, NJ 07470 SCOPE This NOA is being issued under the applicable rules and regulations: governing the use of construction materials. The documentation submitted has been.revieweol 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 Dads County) reserve the right to have this product or material tested for duality 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 igen designed to comply with the Florida BuildingCode including the High Velocity Hurricane Zone of the Florida Building. Code. 8 8 8 8 DESCRIPTION:: GAF Ru6erAeModified Bitumen Roof System for Wood BecI�4' • • • •; .. • •. 8888.. .. LABELING: Each unit shall bear a permanent label with the manufacturer's nine or logger %state.and. following statement: "Miami Dade County Product Control Approval", unless otherwise geter�l�erein � •. '. 8888 .. RENEWAL of this NOA shall be considered after a renewal application has been filed codec has bgqo ng change in the applicable building code negatively affecting the performance of this product e • • • '.: 8. TERMINATION of this NOA will .occur after the expirationdate or if therehas been a;eviSi(888I or chwge,jn the materials, use, and/or manufacture of the product or process. Misuse of this NOA as as endorsemeif 8f Hy - product, for sales; advertising or any other purposes shall automatically terminate this Nd3AtPaAure td"p 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 displayer!, 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. 13-042414 and consists of -pages, l through 29. The submitted documentation was reviewed by Jorge L. Acebo. ' NOA No�..14 0611A1 ExPirativa Dain IVW15 (� Approval Date:' ;11/W14 Page 1 of 29 8888.. 8888.. 8888.. 8888. 8888. 8888.. 8900.. 9 9 999999 ROOFING SYSTEM APPROVAL Category: Roofing Subma ateeory: Modified Bitumen mat"I.- APP/SBS DO& Zug! Wood Maximum Din Premm,- -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Simifleation Description Matrix'` 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS' #75 39.37" ASTM D4601 Type H asphalt impregnated and coated Base Sheet (1 meter) Wide glass mat base sheet. GAFGLAS #f80 Ultima'" 39.37" ASTM D4601 Type H asphalt impregnated and coated, Base Sheet (I meter) Wide fiberglass base shot. GAFGLAS® FlexPly.. 6 39.37" ASTM D2179 Type VI asphalt impregnated glass felt (1 meter) Wide with asphalt coating GAFGLAS Ply 4 39.37' ASTM D2178 Type IV asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAe Mineral 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (I meter) Wide surfaced with mineral granules. GAFGLAS® EnergyCap�" 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap stS ,t. BUR Mineral Surface Cap (I meter) Wide surfaced with mineral granties wit? . . . . • Sheet factory applied EnetV'Qth' 4. .. GAFGLAS® Stratavene 39.37" ASTM D4897 Fiberglass base sheet coated on both sides• Eliminator Perforated (I meter) Wide with asphalt. Surfaced -on 6bottom side Venting Base Sheet with mineral granules oiled in, • . • asphaltic coating with 111 y • • perforations. • •:00: • • •. GAFGLAS® Stratavene 39.37" ASTM D4897 A nailable, fiberglass bM ikeet coated on Eliminator Perforated (1 meter) Wide both sides with asphat. Sft*ed op the Nailable Venting Base bottom side with mineral granules ; • • • • • Sheet embedded in asphaltic" coating ... Ruberoie SBS 39.37' ASTM D6164 Non -woven polyester mat coated VA& Heat-6fleldm Smooth (1 meter) Wide polymer -modified asphalt and smooth surfaced. Ruberoid® SBS 39.3T' ASTM D6164 Non -woven polyester mat coated with Hea# Weld"` Granule (I meter) Wide polymer modified asphalt and surfaced with mineral granules. RoofMatch"' 107 sq. ft. ASTM D6164 Non -woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer -modified asphalt and surfaced with colored mineral grammes. Ruberoido SBS 39.37' ASTM D6164 Non -woven polyester mat coated with fire Heat -Weld'" 170 FR (1 meter) Wide retardant polymer- modified asphalt and surfaced with mineral granules. NOA No.: 14-0611.01 Expiration Date: 11!06/15 Approval Date: 11/06/14 Page 2 of 29 9999.. 9999.. 9999.. 9999. 9999. 0009.. 6• 6606.. .0000. Test Product Product MMOMMS e iiia tion Description Ruberoie SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat Weld'" Plus (I meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoie SBS 39.37" ASTM D6164 Non-woven polyester mat casted with fire Heat-Weld- Plus FR (1 meter) Wide retardant polymer,-modified asphalt and surfaced with mineral granules. Ruberoie Finewcap7 3937" ASTM D6164 Non-woven polyester mat coated with fire SBS Heat-Weld's Plus FR (I meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoie SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat Weld'" 25 (1 meter) Wide polymer-modified asphalt and smooth surfaced. Ruberoie Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoie Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter) Wide polymer-modified asphalt and smooth surfaced. Ruberoie Mop Plus 3937' ASTM D6164 Non-woven polyester mat coated with (1 meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoie Mop 17oFR 39.3T' ASTM D6164 Non-woven polyester mat coated with fire (1 meter) Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoie Mop FR 39.37" ASTM D6164 6.6.6 • Non-woven polyester3natApted witirfire (I meter) Wide retardant polymer-modli3ed llssphalClpd • . surfaced with mineraf�rules. • • Ruberoie Torch Smooth 39.37" ASTM D6222 Non-woven polyester iV§t, ed with 6 (I meter) Wide APP modified asphalrgg4 IMooth ; • • Ruberoic? Torch Granule 39.37" ASTM D6222 • • surfaced. 996640 .6. . Non-woven polyester-mit.edated with'.; (1 meter) Wide APP modified asphalt and • surfaced with minemt granules • RuberoieEnergyCap7 39.37" ASTM D6222 APP modified cap m4tnb;ft with'a torch Torch Granule FR (1 meter) Wide grade bottom surface Nd a lhineral• ; •; granular top surface coated with fadory • applied EnergyCote . RuberoieBnergyCap" 39.37' ASTM D6222 APP modified cap membrane with a torch Torch Granule PIus FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote . RoofMatch' 107 sq. fL ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Rubercida' Torch FR I meter ASTM D6222 Non-woven polyester mat, coated with fire (3937') Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-0611.01 p Expiration Date: 11/QW15 Approval Date: 11/06/14 Page 3 of 29 9999.. 9999.. 9999.. 9999. 9999. 0009.. 6• 6606.. .0000. _ NOA No.: 14.0611.01 Expiration Date: 11"nS Approval Date: 11106114 Page 4 of 29 0000.. 0000.. 0000.. •..• . 0 00 0 0. 0000.0 0 .0000. 000000 Test Product Product Dimensions ftWflcation Description Ruberoid" 20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37") Wide with a glass fiber mat. Ruberoie 30 I meter ASTM D6163 Non -woven fiberglass mat coated with (39.37") Wide polymer modified asphalt and surfaced with mineral granules. Ruberoie 30 FR 1 meter ASTM D6163 Non -woven fiberglass mat coated with fire (39.3-P) Wide retardant, polymer -modified asphalt and surfaced with mineral granules. Ruberoid`eEnergyCapm 30 1 meter ASTM D6163 Non -woven fiberglass mat coated with fire FR SBS Membrane (3937') Wide retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoie Dual FR 39.3T'(1 meter) ASTM D6162 Non -woven polyester and fiberglass mat Wide coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. Topcoats" Elastomeric 1, 5 or 55 gallons ASTM D6083 An acrylic, water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces. Topcoat® MB plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed through. Topcoats' 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. • 0 • • FireOut Fire Barrier 5, 55 gallons Proprietary Low VOC, water-based fo0 arrier 0.0 • Coating •• • •• • g• VersaShiele 42" x 100' rolls ASTM D226 Non -Asphaltic, fire ras1sr urt fibeeglass� 0 Fire -Resistant Roof Deck based underlayment. . 0 0 0 00 0 Protection 0 0 0090 0.. .0.0.0 ... . see •....• 000000 •• • • •00 see* 0 _ NOA No.: 14.0611.01 Expiration Date: 11"nS Approval Date: 11106114 Page 4 of 29 0000.. 0000.. 0000.. •..• . 0 00 0 0. 0000.0 0 .0000. 000000 APPRovED INSuunoNS: Product Name F.nergyGuartr Polyiso Insulation EnergyGuarC RA Polyiso Insulation EnergyGuard" RN Polyiso Insulation EnergyGuarC Perlite Recover Board EnergyGuae Perlite Roof Insulation EnergyGuarC RA Composite Polyiso -insulation Structodeko High Density Fiber Board Securocks Gypsum -Fiber Roof Board APPRovED FASTENERS: Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board TABLE 3 manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF BIue Ridge FiberBoard,Inc. United States Gypsum Corp. Fastener Product Product .Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tecm # 12 Fastener Carbon steel fastener used various GAF in steel or wood decks. 2. Drill -Tec #14 Fastener Carbon steel fastener used Various GAF in steel, wood or concrete decks. sees • 3. Drill Tec'" XHD Fastener Carbon steel extra heavy various bees GAF 00*606 .. . duty fastener used in steel • • • • • • .' • . • • • • • • • decks. 009000 . • • 4. Drill -Tec"' AccuTrae Flat AZ -SS aluminized steel 3" x 3" • "" GAF *000: •••: :00 • Plate plate for use with Drill- b"' • ' 00 00:060 Tec #12 Fastener, Drill- • • • • •.. • : ""• Tec # 14 Fastener and "..:' Drill --Tec #1 S Fastener. • • • • • • : ' ; .00 • • S. Drill -Tec"` ASAP 3S Drill -Tec #12 fastener various 0 •GAF :"'•• with Drill -Tec 3" • • • • • • %%"": Standard Steel Plate. ' • •' 6. Drill -Tech' AccuTrae Galvalume Steel plate for 3" x 3" GAF Recessed Plate use with Drill -Tec fasteners. 7. Drill -Tec 3" Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill -Tec fasteners. 8. Drill -Tec'" 3" Standard Round golvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill -Tee'" fasteners. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06!14 Page 5 of 29 EVIDENCE SUBmyffm Test Aaenev Test Identifier Desctintion Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 0112M 1 B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF -020-02-01 ASTM D249 02/01/02 ASTM D4977 GAF 306-02-01 ASTM E96 07/07/11 GAF 315-02-01 ASTM D2178 8/23/1 I GAF 314-02-01 ASTM D2178 8/23/11 IRT ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08102 01-039 TAS 114 03/01/02 Trinity ERD 06850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08.806 G6850.10.08 ASTM D6222 • J 0/06108....' G6950.1 1.08 ASTM D6222 ' • •' 11/05/08. 040620.07.12-2 ASTM D6222 • • •; 07/17/lk ° • • ° G34140.04.11-2 ASTM D6163 0"Ot/25/11 • G31360.03.10 ASTM D6164 9"'t13/31/IV, •. G34140.04.114 ASTM D4601 ""0425/11 G34140.04.11-5 ASTM D4997 „::.O(i4/25/1'1" 9 G33470.01.11 ASTM D6164 .....Ql/13/11 G6850.08.07-1 ASTM D3909 ' IWINQ7 . G30250.02.10 -3 -RI ASTM D3909 A 26/1;'d"' • PRI Construction Technologies LLC. ASTM D2178 GAF -314-02-01 � .. 9 6 6•• 0&'23/6'. 0 : ASTM D2178 GAF -315-02-01 08/23/11 ASTM D6083 GAF -245-02-01 06/10/10 ASTM D6083 GAF -09"2-01 07/08/05 ASTM D6083 GAF -245-02-01 06/10/10 ASTM D6083 GAF -084-02-01 07/08/05 Momentum Technologies, Inc. ASTM D6162 )X04C9A 06/05/09 NOA No.: 14-0611.01 E*ratlaa Date: 11116/15 Approval Date: 1.11/6114 Page 6 of 29 0.00.. ° 0000.. 60.600 •06•• • 6 .0996 000009 090.6. 99996. APPROVED ASSEMBLIES Membrane Type. SBS Deek Type U: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt All General and System Limitations shad apply. Fire Barrier: Fireout7 Fire Barrier Coating, versasbiele Fire Resistant Roof Deck Protection (optional) or Securoe Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS #90 Ultima Base Sheet, GAFGLAS Stratavene Eliminator Nailable Venting Base Sheet, Ruberoie 20, Ruberoie SBS Heat Weld"` Smooth or Ruberoie SBS Heat Weld' 25- base sheet mechanically fastened to deck as described below. Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS #75 Base Sheet or any Options: of 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45psf. See General Linti"on #7) GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tee #12 Fastener, Drill -Tec #14 Fastener or Drill -Tec XHD Fastener and Drill -Tec 3" Steel Plate, Drill - Tec AccuTrae Flat Plate or Drill -Tec AccuTrae Recessed Plate installe&12% o.c. in 3 rows. One row is in the 2" side lap. The other rows ate eq&lly spaced• • approximately 12" o.c. in the field of the sheet. 00 • ; • • (Maximum Design Pressure--4Spsf: See General Limitation �W : *a ' • GAFGLAS® F1exPly"' 6, GAFGL.ASO #75 Base Sheet or any %P*mp anchpr . • sheets attached to deck with approved annular ring shank nails A mn caps at a • • fastener spacing of 9" o.c. at the 4" lap staggered and in two WV49• b c. iuVW. ; •0 00 .. field. (Maximum Design Pressure SZSpsf. See General Lbaftatign Pf � . 0. 999999 GAFGLAS® #so Ultima Base Sheet, Ruberoie 2o, Ruberoir Mash Smodth base sheet attached to deck with approved annular ring shank nails an8 thfc aps tea fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in tiie ' field. (Maximum Design Pressure—60psf. See General Liwffi ion #7) GAFGLAS 075 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec #12 Fastener, Drill -Tee #14 Fastener or Drill -Tee XHD Fastener and Drill-Tec7 3" Steel Plate, Drill Tec AccuTme Flat Plate or Drill -Tec AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the Held of the sheet (Maximum Design Pressure 40 psf. See General Limitation #7) NOA No.; 14-0611.01 Expiration Date: 11/06/15 Approval Bate: 11/06/14 Page 7 of 29 66 0000.. 0000.. 9999• • • 0090. .9.99• • 99999• •999.. • Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill-Tec" insulation plates at a fastener spacing of 9" o.c. at the (Continued) 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —b0 psf. See General Limitation #) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Wll-Tec'" #12 Fastener, Drill-Tec #14 Fastener or Drill-Tee's XHD Fastener and Drill-Tec 3" Steel Plate, Drill-Tec AccuTrace Flat Plate or Drill-Tec A.ccuTrace Recessed Plate installed r o c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o c. in the field of the sheet. (Mavimum Design Prestare --75 psf. See General IJWitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Ener Guard"° Po (fable 3) Densityffta gy lyiso Insulation, EnergyGuard Polylso RA Insulation, EnergyGuard' Polylso RN Insulation, EnergyGuartr RA Composite Polyiso Insulation Minimum i" thick NIA NIA Structodeke High Density Fiber Board, EnergyGuard7 Perlite Recover Board Minimum Y211 thick NIA NIA EnergyGuaze Pertite Roof Insulation Minimum's" thick NIA NIA. .... Note: All insulation shall be adhered to the anchor sheet in full mopping of approved 6at espyt • • within the EVT range and at a rate of 20.40 lbs.f100 fe. Please refer to Roofing APPWtlon • • • Standard RAS 117 for insolation attachment. Insulation listed as base layer only M bt used • only as base layers with a second layer of approved top layer insulation installed as tWfinal :' . membrane substrate. Composite insulation panels may be used as a top layer plaiifi�h the 0 • .... polyisocynnarate side facing down. GAF requires either a ply of GAFG1" S�iwiie • Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard� Partite Roof Insulation or wood Ober overlay board on all polyisocyanumte applications. : ' . . �..... Base Sheet: (Optional) install one ply of GAFGLASe #75 Base Sheet, GAF&WS®#$0 ... Ultima Base Sheet, GAFGLAS® Ply 4, GAFGLAS F1exPly 6, GAFGLASe• • • Stratavente Eliminator"` Perforated Venting Base Shed (laid dry), Ruberoide Mop Smooth, Ruberoide 20, Ruberoide SBS Heat Weld"` Smooth or Ruberoide SBS Heat Wele 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAO FlexPly 6, GAFGLASe #80 Ultima Base Sheet, Ruberolde Mop Smooth, Ruberoide 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lb sJsq. Membrane: One or more plies of Ruberoide 20, Ruberoide 30, RuberoideEnergyCap7 30 FR SBS Membrane, Ruberoide 30 FR, Ruberoid® Mop Smooth, Ruberoie Mop 170 FR, Ruberoie Mop Granule, RoofMatch'" SBS Modified Granular, Ruberoie Mop Plus, Ruberoide Mop FR or Ruberoide Dual FR fully adhered in an approved asphalt at an application rate of 251bJsq. :k 15%. NOA No414-0611.01 Expiration Date: 11MIR3 EWSURENOW Approval Date: 11dt n4 Page 8 of 29 Surfacing: 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. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAe EncrgyCapw BUR Mineral Surfaced Cap Sheet adhered in a fiill mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. 3. Topcoat Elastomeric Roofing Membrane, Topcoat MB Plus (to be used as a primer with Topcoat Elastomeric Roofing Membrane) or Topcoat Surface Seal SB applied at 1 to 1.5 galdsq. Maximum Design Pressure: See Fastening Options .... 0060.. .. .. 6 0000.. . ..0 . 0000.. 000004 0000:0 0 6009.. 0000 . .. 0000. 0000. 00000 ..0 0000.. 9..0..• • 0 0000.. 0000.. . .6900.00 0 NOA Noa 14.0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 9 of 29 L— Membrane Type: APP/SBS Heat Weld Deck Type 11: Wood, Insulated ]Zeck Description: 19/32" or greater plywood or wood plank System Type AM: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOur Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck Protection (optional) or SecurocO Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS® #80 Ultima"` Base Sheet, GAFGLAS Stratavene Eliminator Nailable Venting Base Sheet, Ruberoie 20, Ruberoie SBS Heat Weld's Smooth or Ruberoie SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly 6, GAFGLAS® #75 Base Sheet or any Options: of 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 lap staggered and in two rows 12" o.c. in the field. (Maxinuent Design Pressure —45 psf. See General LIMU lion #7) GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tee # 12 Fagener,DAI I --Tei • e • • #14 Fastener or Drill -Tec XHD Fastener and Drill -Tec 3" Stekl, l; tom, Drill;. • Tec AcxuTraeo Flat Plate or Drill -Tec ' AccuTrae Recessed 11iaWsistalled:1 2.. • ...... o.c. in 3 rows. One row is in the 2" side lap. The other rows acly spaced . . approximately 12" o.c. in the field of the sheet. .... . :..... (Mao lomm Design Pressure -,4S psf. See General Limitation 071... ' .. ' • •' • • • • • GAFGLAS F1exPly'` 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails apd* laps at a •' fastener spacing of 9" o.c. at the 4" lap staggered and in two rov4s 9" o.t. in ttae ' field.• .. ...... (Maadtnam Design Pressure-52.Spsf. See Gerrerrrlllrnitation • ... GAFGLAS® #80 Ultima Base Sheet, Ruberoid®20, Ruberoid®Mop Smooth, base sheet 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. (Max'inium Design Pressure See Generali Linttta don #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec #12 Fastener, Drill -Tec"` #14 Fastener or Drill -Tee XHD Fastener and Drill -Tec 3" Steel Plate, Drill -Tec AccuTrae Flat Plate or Drill Tec"` AccuTraco Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maxlnuma Design Pressure —GfJ psf. See General Lfritatian #;9 NOA No.:14-M11.01 E*ration Date: I ~5 Approval Date: 1 IAW14 Page 10 of 29 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Droll -Tec'" insulation plates at a fastener spacing of 9" ocv at the (Continued) 4" lap staggered in two rows 9" in the field. (Maximans Design Promre -40 psf. See General Lbukadon #;9 GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drffi-Tec7 #12 Fastener, Drill -Tec'" #14 Fastener or Drill -Tec XHD Fastener and Drill-Tecd" 3" Steel Plate, Drill -Tec'" AccuTrac® Flat Plate or Drill -Tec AccuTra? Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the Sheet. {Afarintaw Design Pressure —75 psf. See General Madtatlon #V One or more layers of any of the following insulations. Insulation Layer insulation Fasteners Fastener (Table 3) iDensity/ftZ EnergyGuard7 RA Polyiso Insulation, EnergyGuarC RA Composite Polyiso Insulation Minimum i" thick N/A NIA Structodele High Density Fiber Board, EnergyGuare Perlite Recover Board Minimum %" thick N/A N/A EnergyGuarC Perlite Roof insulation Minimum 3/4" thick N/A N/A 0000 Note: All insulation shall be adhered to the anchor sheet in fall mopping of approved hot asplialt..' within the EVT range and at a rate of 20-40 lbsJ100 fe. Please refer to Roofmg .90110kon • • .' Standard RAS 117 for insulation attachment. Insulation listed as base layer only8l&V%e used onihy • • • •:. as base layers with a second layer of approved top layer insulation installed as the 1C &I Inembrant substrate. Composite insulation panels may be used as a top layer placed with the''". . •. '. • • of urate side facia down. GAF o p 3'i y� g requires either a ply of GAFGLAS® Sttrrattyent • *see Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard .jam Rod 0 • • .% . Insulation or wood fiber overlay board on all polyisoeyanurate applications. 0000., 0000.. • Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #8$ IJlt'u V B&e..:. " • • • • Sheet, GAFGLAS® Ply 4, GAFGLAS®F1exPly"' 6, GAFGLAS. jW!$ventW 0 0 0 0 . Eliminator Perforated Venting Base Sheet (laid dry), Ruberoidd Mop Smodib. • ; Ruberoie 2o, Ruberoie SBS Heat Weld"' Smooth or Ruberoie SBS Heat Weld"' 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See General Limitation 04). Ply Sheet: (Optional except over Ruberoie Mop Smooth, Ruberoid® 2o, Rubercie SBS Heat-WeIC Smooth or Ruberoie SBS Heat -Wel('" 25) One or more plies GAFGLASe Ply 4, GAFGLAS* FlexPlym 6 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 lbsJsq. or Ruberoie Torch Smooth torch applied according to manufacturer's application instructions. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/804 Page 11 of 29 Membrane: One ply of Rubcroie Torch. Smooth, Ruberoide Torch Granule, Ruberaide Enerucapm Torch Granule FR, Roosutah"° APP Modified Granular, Ruberoide' LnergyCapm Torch Plus FR or Ruberoide Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoide SBS Heat-Weldd" Plus, Ruberoide SBS Heat Weld"` Plus FR, Ruberoide SBS Heat Weld? 170 FR, Ruberoie EnergyCap SBS Heat Weld~ Plus FR, Ruberoide SBS Heat Weld" Granule, Ruberoide SBS Heat Weld' Smooth and Ruberoide SBS Heat Weld'" 25 applied according to manufacturer's application instructions. Surfacing: 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. 1. Gravel or slag applied at 400 lbsJsq. and 3001bsJsq. respectively in a flood cast of approved TThalt at 60 IbsJsq. 2. GA);GLAS Mineral Surfaced Cap Sheet or GAFGLAS0EnergyCap7 BUR 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. 3. Topcoate Elastomeric Roofing Membrane, Topcoate MB Plus (to be used as a primer with Topcoate Elastomeric Roofing Membrane) or Topcoate Surface Seal SB applied at 1 to 1.5 gal./sq. • 9 6 • • 0000 Maximum• • .. 0096.0 0 Design Pressure: See Fastening Options • • • ; 6 • 0 ' • • • 6.6 9 0 9 969666 6 6 6 9969 66696. 0000 ...0 .. 000. 0000.. . 9 • 9 0000. 0000 .. 0000.. 69696.• 9 6 0000.. 9669.. 6 6 .. . 6 699 966996 9 6 00 0 NOA No.:14-U61L01 Expiration Date: 11M45 Approval Date: 11AKd4 Page 12 of 29 Membrane Type: Deck Type 1L SBS Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B(l): Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'" Fire Barrier Coating, VersaShiele Fire -Resistant Roof Beck (optional) Protection or Securoce Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fig EnergyGuarcr RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 5, 6 1:3 W EnergyGuard" RN Polyiso Insulation Minimum L4" thick 1, 2, 3, 5, 6 1:3 W EnergyGnard'" Polyiso Insulation Minimum 1.5" thick 1, 2, 3, 5, 6 1:3 W EnergyGuard' Perlite hoof Insulation ...... .. Minimum %" thick 1, 2, 3, 5, 6 ' ..' 1:2 fta . Structodek® High Density Fiber Board • •" ' Minimum 1" thick 1, 2, 3, 5, 6 .... 1:2 f 2 . Note: d' Base layers of insulation shall be mechanically attached using the fastener Uf y listed. • • • The insulation panels listed are minimum sizes and dimensions; if larger panels su . sthe number of fasteners shall be increased maintaining the same fastener density. Inj*1top fastener shall be tested for withdrawal resistance in compliance with Protocol TAS 105 tecoM m . compliance with the wind load requirements. Please refer to hoofing Application Staudard ICO0 • • 117 for insulation attachment. GAF requires either a ply of GAFGI.W Stratavee& eEbminatvr... Perforated Venting Base Sheet laid dry or a layer of EuergyGua4m Perlite Roof Insulation ass.' wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe Any of the insulation listed for Base Layer, above. StructodeV High Density Fiber Board, EnergyGuard" Perlite Recover Board Minimum %11 thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EW range and at a rate of 20401bs./100 fta Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanumte face down. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Dater 1106/14 Page 13 of 29 Base Sheet: (Optional) Install one ply of GAFGLAS* #75 Base Sheet, GAFGLAe #80 Ultirni'-''' Base Sheet, GAFGLAS® Ply 4, GAFGLAe F1exPly 6, GAFGLAS® Stratavene Eliminator Perforated Venting Base Sheet (laid dry), Ruberoidn Mop Smooth or Ruberoie 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.; (See General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAe FlexPly'w 6 sheet or GAFGLAe #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: One or more plies of Ruberoie 20, Ruberoie 30, Ruberoie EnergyCap 30 FR SBS Membrane, Ruberoid® 30 FR, Ruberoie Mop Smooth, Ruberoie Mop 170 FR, Ruberoids' Mop Granule, Roofmatchn, SBS Modified Granular, Ruberoid`e Mop Plus, Ruberoide Map FR or Ruberoie Dual FR fully adhered in an approved asphalt at an application rate of 25 IbJsq. 115%. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings mast be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 601bsJsq. •• 2. GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap BI)R boneral -0000- urfaced Cap Sheet adhered in a full mopping of approved asphalt applieUMIft the FYT • • • range and at a rate of 20-40 lbsJsq.' 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used W e.Irimer with • • Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SBA*%q at 1 X1.5• • • �Jsq .... .. ..•.. Maximum Resign • • • • .. ...... Pressure: 45 psi:. (See General Limitation #7) • • • • • . . ., . . ••• • • •••••• NOA No.: 14-0611.01 Expiration Date: 1 IIWI5 Approval Date: 11106!14 Page 14 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type B(2): Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: NmOe Fire Harrier Coating, VersaShiele Fire Resistant Roof Deck Protection (optional) or Securocko Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Densityifta EnergyGuard w RA Polyiso Insulation Minimum 13" thick 1, 2, 3, 5, 6 1:3 flu EnergyGuard7 RN Polyiso Insulation Minimum 1.4" thick EnergyGnave Polyiso Insulation Minimum 1.3" thick EnergyGuarC RA Composite Polyiso, Insulation Minimum 1.5" thick EnergyGuare Perlite Roof Insulation Minimum a/." thick Structodeke' High Density Fiber Board Minimum 1" thick 1021315,6 1:3W 1,2,3,5,6 1:3W ••9• 1,2,3,5,6 sees v sees 1:31 ♦sees• • • s see* 1,2,3$,6 900000 .�.. . 1:2&see* • . . . e 00 1,2,3,$,6 1:2sft�• i ••eeee 0• Note: Base layers of insulation shall be mechanically attached using the fastenei'dlly listed. • The insulation panels listed are minimum sizes and dimensions; if larger panels are usid, thc;...;. number of fasteners shall be increased maintaining the some fastener density. Insplaaen fastener • shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS • 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavene Eliminator Perforated Venting Base Sheet laid dry or a layer of EucrgyGuardm Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe Any of the Insulation listed for Base Dyer, above. Structodek® High Density Fiber Board, EnergyGnard7 Perlite Recover Board Minimum %" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-401bsA00 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polylsocyanurate face down. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11!06/14 Page 15 of 29 sees•• •0•••• • 99•.9• 0 0 99000 9000• •9••90 ••9••9 900.•9 9 Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima'v Base Sheet, GAFGLASQ Ply 4, GAFGLAS' FlexPly` 6, GAFGLAS® Stratavent Eliminator Perforated Venting Base Sheet (laid dry), Ruberoie Mop Smooth, Ruberoie 20, Ruberoie SBS Heat -Weld" Smooth or Ruberoie SBS Heat Weld's 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EW range and at a rate of 2040 lbs./sq.; (See General Limitation #4). Ply Sheet: (Optional, required when using Ruberoie 20) One or more plies GAFGLAS® Ply 4, GAFGLASe` FlexPlym 6 sheet or GAFGLAS® #80 Ultima Base Sheet adhered is a full mopping of approved asphalt applied within the EW range and at a rate of 20-40 lbsJsq. Membrane: One ply of Ruberoie Torch Smooth, Ruberoid® Torch Granule, RootMatd" APP Modified Granular, Ruberoie EnergyCap Torch Granule FR, Ruberole Torch Plus Granule or Ruberoie Torch FR, Ruberoie EnergyCapm Torch Plus FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoie SBS Heat Wehr Plus, Ruberoid" SBS Heat- weir eatWeir Plus FR, Ruberoid`a SBS Heat Weld u 170 FR, Ruberoie EnerMCapWA SBS Heat Weld'• Plus FR, Ruberoidn SBS Heat -Weld" Granule, Ruberoie SBS Heat Weldw Smooth and Ruberoide SBS Heat Weld"` 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufactur4 g applich0ow ...... •� Instructions. All coatings must be listed within a current NdA.ses � � .. � • � 1. Gravel or slag applied at 400 lbsJsq. and 300 lbs./sq. respectively in a fldt:&;M of approved . • *, asphalt at 60 lbsJsq. 60466 0 • •• : • • • •: S® 2. GAFGLAMineral Surfaced Cap Sheet or GAFGLAe &ergyCap"' BU1tiVliaerat ' • • • * •.. •. Surfaced Cap Sheet adhered in a full mopping of approved asphalt appliMiv An the M ; 00000 • range and at a rate of 20-40 lbsJsq. ...... • • • • • 3. Topcoats Elastomeric Roofing Membrane, Topcoat® MB Plus (to be us4l sea primer with '. Topcoat Elastomeric Roofing Membrane) or Topcoat Surface Seal SB6app4ed at 1 is q4 • """ gaUsq. • • . .... ...... Maximum Design Pressure: 45 psi (See General Limitation #7) NOA No.: 1"11.01 EM $radon Date: 11/06/15 Approval Date: 11/06/14 Pap 16 of 29 Membrane Type: SBS Deck Type 11: Wood, Insulated Deck Description: 19132" or greater plywood or wood plank System Type C(1): One or more layers of insulation simultaneously attached; Base layer optional. AR General and System Limitations shall apply. Fire Barrier: Fi:eOutm )Fire Barrier Coating, VersaShieldn Fire -Resistant Roof reek Protection (optional) or Securocl& Gypsum -Fiber Roof Board. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftp EnergyGuard' RA Polyiso Insulation, EnergyGuard" RN Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuard""Polyiso Insulation Minimum 1.4" thick NIA NIA EnergyGuardm RA Composite Polyiso Insulation Minimum 1.5" thick NIA NIA EnergyGuarC Perlite Roof Insulation Minimum Vk" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the numht: of fasteners shall be increased maintaining the same fastener density. Please rein is Roofing • • • • Application Standard RAS 117 for insulation attachment.• • • 0908.0 9 Top Insulation Layer Insulation Fasteneff 9 . • 9 Fastener ; ; (Table 3) ."0000 ".Densif�tfts. • • • • • EnergyGnard RA Polyiso Insulation . . 0000. � . Minimum 1.3" trick 1, 2, 3, 5, 6 • • � • • • 1:3 �i 1. •.: • � • • 00'00' 0000.. EnergyGuard7 RN Polyiso insulation : ";' ;0 Minimum L4" thick 1, 2, 3, 5, 6 1:3 fv.: 9 0 :0000: EnergyGuarir RA Polyiso Insulation, EnergyGuard= Polyiso Insulation .0 • • • • • • Minimum 1.3" thick 1, 2, 3, 5, 6 . 9 1:3 Ir • EnergyGuard" RA Composite Polyiso Insulation Minimum 1.5" thick 1, 2, 3, 5, 6 1:3 ft' EnergyGuardm Perlite Roof Insulation Minimum 31P thick 1, 2, 3, 5, 6 1:2 fits Structodek® High Density Fiber Board Minimum 1" thick 1, 2, 3, 5, 6 1:2 ftp Note: 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. GAF requires either a ply of GAFGLAr Stratavene Eliminator Perforated Venting Base Sheet laid dry or a Iayer of EnergyGuard7 Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/x/14 Page 17 of 29 Base Sheet: Install one ply of GAFGLAS #75 Base Sheet, GAFGLAS® #80 Ultima"a Base Sheet GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS Strataven& Perforated Venting Base Sheet (laid dry), Ruberoie Mop Smooth or Ruberoie 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. If base sheet is applied directly to polyimeyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; (See General Limitation #4� Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlym 6 or GAFGLAS #80 Ultima Tu Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of20401bsJsq. Membrane: One or more plies of Ruberoie 20, Ruberoie 30, Ruberoie Eneracap, 30 FR SBS Membrane, Ruberoid`a 30 FR, Ruberoie Mop Smooth, Ruberoie Mop 170 FR, Ruberoide Mop Granule, RooflViatch'" SBS Modified Granular, Ruberoidn Mop Plus, Ruberoida Mop FR or Rubercie Dual FR fully adhered in an approved asphalt at an application rate of 2040 lbs./sq. Surfacing: 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. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet or GAFGLASnEnergyCap'" 13VR Mineral ."". Surfaced Ca Sheet adhered in a full ma of approved t a lied the E'C�'�" " P PPS ply �� Pp � .�l'� • range and at a rate of 20-40 lbsJsq. • 0000.. . 00 • 3. Topcoat® Eiastomerie Roofing Membrane, Topcoat® MB Plus (to be used as a.peimer witli • • • • Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB.apFkq at 1 to.1.5. • ; • • • •; galJsq 0000.. ... 0000. Maximum Design • .. 0000.. Pressure: -45 psf. (See General Limitation #7) • • • • • . • 0000.. 0000.. NOA No.: 140611.01 Expiration Date: 11/06/15 Approval Date: 1 U46/14 Page 18 of 29 Membrane Type: APPABS Heat Weld Deck Type lI: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C(2): One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. Fire Barrier: FireOuim Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection (optional) or Securocke Gypsum -Fiber Roof Board. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuard'" Polyiso Insulation, EnergyGuarC RA Polyiso Insulation, EnergyGua4- RN Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuard' Polyiso Insulation Minimum L4" thick N/A N/A EnergyGuardm RA Composite Polyiso Insulation Minimum L5" thick N/A N/A EnergyGuard'•` Perlite Roof Insulation, EnergyGuarC Perlite Recover Board Minimum %" thick N/A N/A 0.00 rs Note: All layers shall be simultaneously fastened; see top layer below for fastenean4 densitt.. 0 0 - Insulation panels listed are minimum sizes and dimensions; if larger panels are u44 the number . of fasteners shall be increased maintaining the same fastener density. Please refer to Pooling: • • • Application Standard RAS 117 for insulation attachment. 000006 • Top Insulation Layer EnergyGuarC RA Polyiso Insulation Minimum 1.3" thick EnergyGuard' RN Polyiso Insulation Minimum 1.4" thick EnergyGuarC Polyiso Insulation Minimum 1.3" thick EnergyGuard'" RA Composite Polyiso Insulation Minimum 1.5" thick 0000 06 0 Insulation Fasteners .... 'FasteLef.0 0 (Table 3) • . e 9 . Density"t! 0. 0. 99 1,2,3,5,6 ;••;•; 1:3f2 . 0000.. 1, 2, 3, 5, 6 1:3 ftp ... .. 1,2,3,5,6 1:3ft'� 1, 2, 3, 5, 6 1:3 fta EnergyGuarC Perlite Roof Insulation Minimum g/" thick 1, 2, 3, 5, 6 1:2 fta Structodeke High Density Fiber Minimum 1" thick 1, 2, 3, 5, 6 1:2 ftz Note: Insulation panels fisted 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 Rooting Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAr Stratavente Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. NOA No.: 140611.01 Expiration Date: 11/06/15 Approval Date: 11/46/14 Page 19 of 29 0000.. 0000.. .0000. ...9. 0000. 0000.. 9 9 00000. ..6960 . 9 Base Sheet: Install one ply of GAFGI.ASa' #75 Base Sheet, GAFGLASe #80 Uitima'A Base Sheet, GAFGLAO Ply 4, GAFGLASe FlexPly 6, GAFGLASe Stratavenf Eliminator Perforated Venting Base Sheet (laid dry), Raberoide Mop Smooth or Ruberoide 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. N base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; (See General Limitation #4). Ply Sheet: (Optional, required when using Ruberolde 20) One or more plies GAFGLASe Ply 4, GAFGLASe F1exPlyw 6 or OAFGLASe #80 Ultima Base Sheet adhered in a fidl mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsJsq. Membrane: One ply of Ruberoide Torch Smooth, Ruberoid" Torch Granule, RoofMatcb7 APP Modified Granular, Ruberoide EnergyCap Torch Granule FR, Ruberoide EnergyCap Torch Plus FR or Ruberoide1 Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid" SBS Heat -weir Plus, Ruberoie SBS Heat- weir eatWeld'°` Plus FR, Ruberoide SBS Heat -weir 170 FR, Ruberoide FnerUca SBS Heat -weir Plus FR, Ruberoide SBS Heat Weld` Granule, Ruber 7SBS Heat Weld'" Smooth and Ruberoide SBS Heat Weld" 25 applied according to manufacturer's application instructions. "Go Surfaciag: Optional on granular surfaced membranes; required for sa¢ootir membcAaM. o e .. o Chosen components must be applied according to manufactifteirapplip#on. .' Instructions. All coatings must be listed within a current N= " • • • • • • • • 0000.. . 0 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flopd•oostof apfsoved :0000: asphalt at 60 lbs./sq. 00000 o '..' Goose 2. GAFGLASe Mineral Surfaced Cap Sheet or GAFGLASeEnergyW BUR M13teral • • • o o.: G Surfaced Cap Sheet adhered in a full mopping of approved asphalt applieWwAhin the EVT • • • 0 • •: • range and at a rate of 20-40 tbs./sq. • 3. Topcoat" Elastomeric Roofing Membrane, Topcoat® MB Plus (to be uselj as aoprlmer #61b :. *00*:. Topcoat" Elastomeric Roofing Membrane) or Topcomte Surface Seal SBVAeV at 1 tq 1.§. o ... gaUsq. 0 .. a. Maximum Design Pressure: 45 psi; (See General Llmltation #7) NOA No.: 1"11.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 20 of 29 Membrane Type: SBS/SBS Cold Applied Deck Type lI: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D(1): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fire Barrier: Fireout"' Fire Barrier Coating, versaShielde' Fire -Resistant Roof Deck (optional) Protection or Securock* Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Insulation Dyer Insulation Fasteners Fastener (Table 3) Densityme Etter gyGuave Polylso Insulation, EnergyGuard- RA Polyiso Insulation, StructodeV High Density Fiber Board Minimum 1" thick N/A MA Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLASe1 #80 Ultimgm Base Sheet, GAFGLAS® Stratavene Eliminator Perforated Venting Base Sheet or Ruberoie 20 applied over the loose laid insulation with 2" side laps mechanically fastened to deck as described below, Fastening Drill -Tec #12 Fastener, Drill -Tee #14 Fastener or Drill Tec XHD FastepW • • • Options: and Drill -Tec"` 3" Steel Plate, Drill -Tec' AccuTrac® Flat Plate;or ]AM -Tee' •" AcCuTrae Recessed Plate installed through the base sheet andJMOO to ion i&. • �. rows 12" o.c. One row is in the 2" side lap. The other rows are, eg�y spaced • approximately 12" o.c. in the field of the sheet, .. (Mwdmum Design Pressure —45 psf. See General Limitation W) - - • ; •.. • GAFGLAe #80 Ultima Base Sheet, Ruberoie20, RuberoieXi6mootlz• • base sheet attached to deck with approved annular ring shank wdis anO tin caps pt a fastener spacing of 9" o.c. at the 4" lap staggered and in two sour§ 9.1 o.c. in the. field. 0" • • • • (Maximum Design Pressure b0 psf. See General Lin en #?j• • • •. so Drill -Tec # 12 Fastener, Drill -Tec # 14 Fastener or Drill -Tec XHD Fastener • and Drill-Tecm 3" Steel Plates in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet (Maximum Design Pressure —60 pqf. See General Limitation 07) Drill -Tec` #12 Fastener, Drill -Tec #l4 Fastener or Drill -Tec` XHD Fastener and Drill -Tec 3" Steel Plate, Drill Tec"' AccuTrae Flat Plate or Drill -Tec AccuTrO Recessed Plate installed through the base sheet and insulation In 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Al vimun: Design Pressure —75psf See General LimhWon #7) NOA No.: 14-0611.01 Expiration Date: 11/06/1S Approval Date: 11/06/14 Page 21 of 29 Ply Sheet: (Optional) One or more plies GAFGLASO Ply 4, GAFGLAS® FlexPly 6, GAFGLAS® #80 Ultima Base Sheet, Ruberoie Mop Smooth orRuberoida 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membranes One or more plies of Ruberoie Mop Smooth, Ruberoid® Mop 170 FR, Ruberoie Mop Granule, RoofMatchm SBS Modified Granular, Ruberoido Mop Plus Granule, Ruberoid®20, Ruberole30, Ruberoid®EuergyCap7 30 FR SBS Membrane, Ruberold*30 FR or Ruberoird* Mop FR in adhered in a hall mopping of approved asphalt applied within the EW range and at a rate of 20-40 lbsJsq. Or One or more plies of Ruberoie Mop Smooth, Ruberoie Mop Granule, RooflVlatch'" SBS Modified Granular, Ruberoie Mop 170 FR, Ruberoie Mop Plus Granule, Ruberoie 20, Ruberoie 30, Ruberde EnergyCap FR 30 SBS Membrane, Ruberoie 30 FR or Ruberoie Mop FR adhered in MatrixTu 102 SBS Membrane Adhesive at an application rate of 1-2 gdJsq. Surfacing: 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. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 Wsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EncWCap BUR Mineral .... Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied vAinnthe Ems• • • • • •.. • range and at a rate of 20-40 lbsJsq. • • • • • 3. Topcoat® Elastomerie Roofing Membrane, Topcoat® MB Plus (to be used U A bIhIncr with " � • ""• Topcoat Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB affliM at l to �5 ' • � . • .. galJsq. • • .... . .. ..... Maximum Design ••.••• ••• ••••• Pressure: See Fastening Options . . . . ...... • .•••.• NGA No..- 14-0611.01 Expiration Dates 11AWIS Approval Date: 11W14 Page 22 of 29 Membrane Type: APP/SBS bleat Weld Deck Type 1I: Wood, Insulated Deck Description: 19132" or greater plywood or wood plank System Type D(2): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fine Barrier: FireOut7 Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck (optional) Protection or Securock* Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/le EnergyGuard' Polylso Insulation, EnergyGuard "RA Polyiso insulation Minimum 1.3" thick N/A NIA, Structodeko High Density Fiber Board Minimum 1" thick N/A NIA Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima'm Base Sheet, GAFGLASP Stratavene Eliminator Perforated Venting Base Sheet or Ruberoie20 base sheet applied over the loose laid insulation with 2" side los• • mechanically fastened to deck as described below; • • ' 06060 • • • • • • Fastening Drill -Tec #12 Fastener, Drill -Tec ` #14 Fastener or Drill-TZX; D Fasted,' .,; • Options: and Drill -Tec 3" Steel Plate, Drill -Tec AccuTrae Flat PlakbeiQill-Tec • AccuTrae Recessed Plate installed through the base sheet andoinalation iR#3 • : • •' •: rows 12" o.c. One row is in the 2" side lap. The other rows aro egaally sp" • • • • • • approximately 12" o.c. in the field of the sheet. 90:00: '•• • • • • • (Mxdvwm .Design Pressure —45 psf: See General Lis:itadoA M.00 ' • • • � • GAFGLAS® #80 Utime Base Sheet, Ruberoie 20, Ruberoiil Mop S.,th. • : 0 :ego:. attached to deck with approved annular ring shank nails and t0h chat a fastener ; • • • • spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.d.'m the field.' (Maximum Design Pressure —60 psf. See General Lini tadon #7) • • • Drill -Tec 012 Fastener, Drill -Tec # 14 Fastener or Drill -Tec XHD Fastener and Drill -Tec 3" Steel Plate, Drill -Tec AccuTrac* Flat Plate or Drill -Tec AccuTrae Recessed Plate installed in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure-60psf. See General Limitation 07) Drill -Tec #12 Fastener, Drill -Tec #14 Fastener or Drill -Tec"` XHD Fastener and Drill -Tec"` 3" Steel Plate installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —73 psf. See General LimfhWan 07) NOA No.: 14-0611.01 Expiration Date: 1 U0611s Approval Date: 111004 Page 23 of 29 Membrane Type: SBS,/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: 19132" or greater plywood or wood plank decks System Type Z(1): Base sheet mechanically fastened to roof deck. All General and System Imitations shall apply. Fire Barrier: FheOut7' Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck (optional) Protection or Securock* Gypsum -Fiber Roof Board. Base sheet: GAFGLAe #80 Ultima '°` Base Sheet, GAFGLAS® Stratavene Eliminator Nailable Venting Base Sheet, Ruberoie 20, Ruberoide1 SBS Heat Weld"' Smooth or Ruberoie SBS Heat -Weld u 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS!' Ply 4, GAFGLAS® F1exPly 6, GAFGLA9* #75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Marinuam Design Pressure —45 psf. See General Limitation #7) GAFGLASc Ply 4, GAFGLAe F1exPly 6, GAFGLAS°° #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec'" # 12 Fastener, Drill -Ter. 0 0 #14 Fastener or Drill -Tec XHD Fastener and Drill Tec 3" Steel Palate, DAII,.. Teeffi AecuTme Flat Plate or Drill -Tec"' AccuTrae Recesseekide Ustalled 12: o.c. in 3 rows. One row is in the 2" side lap. The other rows are ejually spaced.. approximately 12" o.c. in the field of the sheet. 000000 • •..• • •• GAFGLAe FlexPly 6, GAFGLASu #75 Base Sheet er a abaw baseakeetse attached to deck with approv annular ring shank nails and tin cape at a fasten» spacing of 9" o.c. at the 4" lap staggered and in two rows 9" oV? bt ft field. (Maximum Design Pressure S2.S psf. See General LlrnhW"Jdn #7) • • *000 0 GAFG '" of opsmooth, : •: base sheet attached to deck with approved annular ring shank nails and tin 0 at • a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field (Maxbnum Design Pressure —60 psf. See General Limbalion #7) GAFGLAS® 475 Base Sheet or any of above base sheets attached to deck with Drill -Tec #12 Fastener, Drill -Tec"' #14 Fastener or Drill -Tec XHD Fastener and DrillTec 3"' Steel Plate, Drill -Tec AccuTrae Flat Plate or DrillTee AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximem Design Pressure —60 psf: See General Linvtadon #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —b0 psf. See General Limitation #7) NOA No.: 14-0611.01 Expiration Date: 11AWAS Approval Date: 11/0b114 Page 25 of 29 Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Options: Drill -Tec #12 Fastener, Drill -Tec #14 Fastener or Drill -Tee XHD Fastener (Continued) and Drill -Tec 3" Steel Plate, Drill -Tec"` AccuTrae® Fiat Plate or Drill -Tec 6666. . .. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a floocrArdf approved AceuTrae® Recessed Plate installed 8" o.c, in 4 rows. One row is in the 2" side asphalt at 60 lbsJsq. • • • • • • .. Mi lap. The other rows are equally spaced approximately 9" o.c. in the field of the 2. GAFGLAS` Mineral Surfaced Cap Sheet or GAFGLASn EnergyW BUR end sheet. 006100 Surfaced Sheet adhered in a full mopping of roved asphalt applied 49 he EW 0 • �P pP g �►P p pp � 1y1� (Maximum Design Pressure —7S psf. See General Limitadon #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used sit a Ariaier with GAFGLAS®#80 intima Base Sheet, Ruberoide Mop Smooth or Ruberoide 20 Topcoats Elastomeric Roofing Membrane) or Topcoat Surface Seal SB applied6ai 1 to Z.'a 6" sheet adhered in a full mopping of approved asphalt applied within the EVT range gal Jsq• 6 6 • 000 and at a rate of 20-40 lbs./sq. Membrane: One or more plies ofRuberoide Mop Smooth, Ruberoido Mop 170 FR, Ruberoie Pressure: See Fastening Options Mop Granule, RooiMatcli'" SBS Modified Granular Rubero. Mop Plus Granule, Ruberoid620, Ruberoie30, RuberoieEnergyCap 30 FR SBS Membrane, Ruberoie 30 FR or Ruberoid`a Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a tate of 20-40 lbsJsq. Or One or more plies of Ruberoie Mop Smooth, Ruberoie Mop Granule, RoofMatcli' SBS Modified Granular, Ruberoie mop 170 FR, Ruberoid* Mop Plus Granule, Ruberoie20, Ruberoie 30, Ruberoid"EnergyCap730 FR SBS Membrane, Ruberoie M FR or Ruberoide Mop FR adhered in MatrixTu 102 SBS Membrane Adhesive at an application rate of 1-2 galJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membroftKe. Chosen components must be applied according to mane factare0s appllcaiibfl6 6006:6 Instructions. All coatings must be listed within a current NO.� ; • 0 00 . 6. 6666. . .. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a floocrArdf approved 666600 asphalt at 60 lbsJsq. • • • • • • .. Mi • .. 0 " 2. GAFGLAS` Mineral Surfaced Cap Sheet or GAFGLASn EnergyW BUR end . . 006100 Surfaced Sheet adhered in a full mopping of roved asphalt applied 49 he EW 0 • �P pP g �►P p pp � 1y1� 00000 .. range and at a rate of 2040 lbsdsq.. 6666.. 6666.. 0 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used sit a Ariaier with 6099:6 Topcoats Elastomeric Roofing Membrane) or Topcoat Surface Seal SB applied6ai 1 to Z.'a 6" gal Jsq• 6 6 • 000 6666.. . • Maximum Design Pressure: See Fastening Options NOA No.: 14-0611.01 Expirat;on Date: 11Ht6/15 Approval Date: 11=4 Page 26 of 29 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill -Term insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9° in the field. (Maxhnuni Design Pressure —60 psf. See General Limilaiion 07) GAFGLASe #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec #l2 Fastener, Drill -Tec #14 Fastener or Drill -Tec`" XHD Fastener and DrillTec'" 3" Steel Plate, Drill -Tec AccuTrae Flat Plate or Drill -Tec AccuTrae Recessed Plate installed 9" o.c. in 4 rows. One row is in the 2" side lap. The other maws are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitadon 07) Ply Sheet: (Optional except over Rubercide Mop Smooth, Ruberoie 20, Ruberoide' SBS Heat -weir Smooth or Ruberoie SBS Heat Weld° 25) One or more plies GAFGLAS® Ply 4 or GAFGLAS® FlexPly'" 6 sheet adhered in a full mopping of approved asphalt applied within the E`IT range and at a rate of 20-40 lbs./sq. or Ruberoide'Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RuberoieTorch Smooth, Ruberoid®Torch Granule, Roofflatch'" APP Modified Granular, Ruberoid1e EnergyCapm Torch Granule FR, Ruberoie EnergyUp"m Torch Plus FR, or RuberoieTorch FR torch applied according to :manufacturer's application instructions. Or One or more plies of Ruberoide SBS Heat Weld' Pius, Ruberoie SBS Heat Weldor Plus FR, Ruberoie SBS Heat Weldor 170 FR, Ruberoide EnergyCaa im SBS Heat Weld'Plus FR, Ruberole SBS Heat Weld'" Granule, l uberoid�' • Heat Weldm Smooth and Ruberoie SBS Heat Weld` 25 applies a&ording to . manufacturer's application instructions. 906:68 .. 0006.. Surfacing: Optional on granular surfaced membranes; required for smeeth membnnas. Chosen components must be applied according to manufacimwts appAcetien Instructions. All coatings most be listed within a current Nf%te • • •. 66 00 .. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flomlcoat of apprgved lbs*. at 60 lbs. 0 6 0 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAeEnergyCap $UR. ineral: * 0 0 6 0 Surfaced Cap Sheet adhered in a full mopping of approved asphalt applieftithin the jVT range and at a rate of 2040 lbsJsq. 00 • 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat Surface Seal SB applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening Options NOA No.: 14-0611.01 Expiration Date: IJAW1S Approval Date: 11NIb/14 Page 28 of 29 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 060606 WOOD DEC[{ SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS® FlexPly'd 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Ile' DensDeck" Roof .Board or %s Type X gypsum 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 EW range and at a rate of 20-401bsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shal l be at a minimum rate of 12 lbsJsq. 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 (F5 value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener v1,10109 as field-tested, are below 275 lbf insulation attachment shall not be acceptable. ; . 6, **so 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane atild hndent is & on a minimum fastener resistance value in conjunction with the maximum desigf) We'listedVitili'h a specific system. Should the fastener resistance be less than that required, as d by the ' Building Official, a revised fastener spacing, prepared, signed and sealed by a Fhgr c Regist * * • Engineer, Architect, or Registered Roof Consultant may be submitted. Said fWener W4 shall utilize the withdrawal resistance value taken from Testing Application Staudd*OrAS 105 8tt calculations in compliance with Roofing Application Standard RAS 117. 890606 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiiemeA of these . areas. Fastener densities shall be increased for both insulation and base sheet at calplated it?* * .... compliance with Roofing Application Standard RAS 117. Calculations prepared,t1gnd! and Ieald by a Florida registered Professional Engineer, Registered Architect, or Registered RoofConsutthnt' (When this limitation is specifically referred witbin this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal proflle, 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 comers). (When this limitation is speeiflcally 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 61020-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0611.01 Expiration Dates 1I M45 Approval Date: Ili" 14 Page 29 of 29 000000 0000.. 0000.. 0000. 00.00 000000 6 000000 6 6 000000 TCR1306 - Roofmg Systems a SMINIO U PLY MMDF AW@ ROOMMI SYSINIM (M MM OMIMM Unless otherwise Indicated phenolic Insulation may be used In any of the following systems. Unless otherwise Indicated any of the fonawhV Single Pty Membrane Systems may utiUze multiple layers of Ruberotd® Membrane. °GAF Premium Aluminum Roof Coating" may be used on any of the following Ciasstftcations with inclines not exceeding %-In. °GAF Weater Coat Emutston" may be used on any of the following noncombustible Classifications with Inclines not exceading'k-In. Page 1 of 3 °RubenNO ModMW Bitumen Adhesive° or Monsey Corp. 'MHA Gold" or Kamak "No. 810 adhesives may be used In any of the following noncomt►ustible dedc classifications. Tropical Asphalt "No. 711 W adhesive may be used In any of the following Qassifica %AFGLAS® #80 Premium Base Sheer may be used In any of the fbilowing systems. (Optional) Noncombustible deck classIfIcations are applicable for use over combustible (15/32 in. minimum plywood) decks when Vi -In. (mMlmum) gypsum board or %-in. (minimum) Georgia-Pacific Gypsum LLC "l do 0 RooPoaard,° ODensDedc Prime® Roofboard" or °DersDedc DurdGuard'" Rod board" are used directly over the deck with all joints staggered 6 -in. (minimum) from plywood joints. A vapor barrier may be optionally hn t#W under an systems utilizing any "EnergyrGuarW type Insulation. "GAFGLASO PwiW may be used as an option over any 'Elie WQmrd®" type insulation. "GAFGLAS® Stratevent Perforated Base Sheet "may be utilized as an additional ply In any of the following system The following membranes may be used Interchangeably within their own group. A. "Ruud® Torch Granule" or'Ruberold® Torch Granule PIs" or'RuberoWO Torch Granule 1" or ceroid& Torch 180" or "ROOFMatch'" APP Modified Granula" or "Tri-" TP -4G". B. "Rube'old0 Mop Smooth" or "Ruberold* SBS Heat Weld Smooth" or "Ruberotde 601 Cap Mus" or "Rutsroid® 30." C. %ftroWS Mop Granule" or "Flex PRF" or "Ruberotdo Mop Pius Granule" or -Ruberoid® SBS Float Weld Granule" or .0000. "Ruberotd® SBS Heat Weld Pins" or -ROOFMat ch- SOS Modified Granular" or'Tri-P" SBS Modified Btbrm§r Mjftrane-. • • • • • • • • . • •• s •• • ' D. "Ruberold® Mop 170 Flt" or "Ruberotd® Dual Fir • • • • • • • • • *so*:* • SSSS•• • • • E. "Ruberoid® 30 FR" or "Ruberold® 30 FR HT" or "Ruberofdo EnergyCeo- SOS 30 FIV• • • • • • • : • • • • • • F. "Ruberold® 20' or "Rube old® 20 HT- or "Ruberold® SBS Heat Weld 25." • • • • • • 0000 • : • • • • • as•• •• G. "Ruberoid® Torch FR" or "Brat Supremo MR" us APP Granule For "GBSP-250 Fit" or 'Oral Supreme -APP CIVWja IULO s••SS• • a r • s • • Ti. %ftrold® SBS Heat Weld 170 FR",-Ruberoid® EnergyCap- SBS Heat Weld Plus FR- or °Rubeoid@ SUS He$t Weld Pip PR- • Soso% 0 a I. °ituberold® Torch Smooth" or'Trt-Ply® TP -4° : • •• • 3. °Rudsrold® Mop Smooth" or "RuberoW@ 20" or "Ruberoko 20 FIT° or -RuberoM® Dual Srrhooth° K. "Ruberold@ Mop Smooth" or "Ruberoid® Mop Smooth 1.5" Unless otherwise indicated, the Modified Ota men (Granule) membrane may be surfaced with "Flresfhleld MB° at 2% to 3.0-W100-ft2, and the Incline of the resultant system would be Increased to a %-In. Incline. But iF the indlne of the bassifled system is greater than a %4ln. MdMe, the Incline of the roofing system would be maintained when surfaced with "Fires hleld MB" at 2% to 3.0-gal/1". Unless otherwise Indicated-RubaWd® EnergyCao- SBS 30 FR" is an acceptable alternate for lWbaold® 30 FR" or'RulberWd® 30 FR Ffr" or 'Ruberold® Mop 170 FR" or-RuberoWO Dual FR" in any appiiable Clasacation. 1.OeClu C-15/32 ChM A - BaUastsd 1nCIhMes 1/4 (NC -2) 1rsthhdte1L* — Partite, glass fiber or wood fiber, ?A to M -In. Membrane; — Vaberold® Torch Granule 1- (modified bitumen). Surfadngr — Gravel at 400-WIOO-fe, loose laid or concrete Wim, at 10-libsf and spaced not more than 1/8 -In. 2. Deft NC IrAShm 3 httpJ/databaw.ul.com/cgi-biWXW template/LISEXT/1FRAMWshowp ge Mng?name=TG... 7/4/2012 - _ - U.R1306 - Roofing Systems Page 3 of 3 7. Delle C-15/32 buffs r 1/2 Iran (Optional): — One or more layers perUte, wood fbrer, glass fiber, polyisocyanurate, urethane, perl[Wpolylsocyenurate COmPosMO, perlite/urSdmm composite, wood f1ter/potytsocyanurate composite. Base Shaeb — Two or move plies Type 62 or Type 63. Ply Shy ( — One ar more plies Type G1. Membrane: — One or more plies "Rubwotd@ Torch" (Smooth or Granule) or °RuberoldS Toch Granule Pius° or "Ruberokl® Mop° (Smadtr or Granule) or -Ruberotd® Mop Plus Granule.* Surf dnp — "Karnak No. 97" applied at 1% to 3-99l/30040 or gravel. B. Deck NC Indinw 1/2 Irusnla OM — One or more layers perilse, glass fiber, PA -in. minimum polylsocyanurate, urdhane, periite/polylsoyanurate composite, perwurethane conposite, I% in. minimum. sm Sbw* (OP*maQs — One or more Pes Type Gl or Type G2 or Type G3. Ile nbr — One or mare Mies °Ruberold® Tod►' (Smog or Granule) or °Rubwold® Toch Granule Phys° orRuberWO Mop- (Smooth or Granule) or °Ruberok* Mop Plus Granule., Surfadina: — Grundy "AL MB Aluminum Roof Coating" apples at 1 to 2-gay100-ft2. 9. Dedu C4313Y inline: 1/2 a<.`��s. a BYc:-g♦ 3. .. Irmytat6.M (Optlo=I)FI%or* or mons layers perift, grass fiber, Win. minimum, polyisocyanunate, urethane, periite/poiytsocyrenurate Polite, Wurethane composite, phenolic, 1Vs in. minimum. BesbIWOWU One or more' 011es Type'62 °GAFGIASO #75 Base Sheet", or °Tri- ft@ #75 Base Sheet°, hot mopped or mechanicMly fastened in piece. MY Shuft — One or mare p11as Type G1 °GAFGLAS® Ply 4- or'Tri-P!y(sl Pty a or-GAPGLAS® Pry 6" W mopped in Piave. Membrwm — °Rubemtd® Mop 170 lir° or IbAx ld® Dual FR" or °Ruberold(b Mop FR" or-Ruberold® EnergyCegm pop W-0 Surfacing— (Optional): "(vAF Fibened AWmMum Coatlng° applied at 1%-qe /1WfI:2 or °GAF weather Cost Emulsion" applied at 3- 981/100-tta. � 10.C -15/^ --fir''— Indprna; +h 0000 Insulation (Op"onaQs — PeA te, fiber glass, polylsocyamwate, urethane or pedite/polylsocyanurate te• •. • • Sams = la Type G2 "GAFGLAS® #75 Base Sheet" o•'Tri-Ply(9 #75 Bass Sheet- or type GB � Sheet (OpUormq: —SUffaCW Cap Sheer or One or -mom pfies Type GI, tat hot mopped ped in ttleCharlig8y o • • • • • • • • Membranes — `RuberoidO Map 170 FR" or "Ruberoid® Dual FR" or °Ruberold® Mop FR" or "RuberoldtM EA&$ej j- Mop FR.- • • 0000 •• • • • • • 0000 • •• • 00.00• 00 00 ••• • • • 0000•• • • ••• ..0000 • • • 0000•• 0000•• 0000• 0000• 0000•• • • • •••••• ••••ee • • httpJ/databm.ul.com/egi bkDCYV/template/%ISEX`T/lFRAME/showp3ge og?mmne=TG... 7/4/2012