Loading...
RF-18-3565Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue late-12/14/2018 Parcel Number 460 NE 103RD ST, Miami Shores, FL 33138 1132060170730 Contacts Permit NO.: RF-11-18-3565 PermitType: Roof Work Classification: Flat Permit Status: Approved Expiration: 06/12/2019 PATRICK SULLIVAN Owner PAUL KAWALEK ROOFING CO. Contractor PAUL RICHARD KAWALEK 3847 SW 169 TER, MIRAMAR, FL 33027 Business: 3057540191 kawalekroofing@belsouth.net Inspection Description: TEAR OFF EXISTING FLAT ROOF, REPLACE IT WITH Valuation: $ 14,000.00 Requests: 4949 A NEW BUILT-UP FLAT ROOF SYSTEM. Total Scl Feet: 2,800.00 Fees Amount Application Fee - Other $50.00 CCF $8.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $2.80 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $335.20 Payments Date Paid Amt Paid Total Fees $335.20 Check # 8417 12/14/2018 $285.20 Check # 8415 11/30/2018 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID IT: I certify that all the foregoing information is -accurate and that all work will be done in compliance with all applicable laws regulatin co tru ion d zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date December 14, 2018 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village ��RFf:: �7 Building Department No 30 018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: — Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (3051762-4949 h FBC 2011 tQ t Master Permit No. T) �y - 3S bS Sub Permit No. ❑.BUILDING ❑ ELECTRIC M ROOFING ❑ REVISION ❑ EXTENSION. ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 2 -�CONTRACTOR DRAWINGS JOB ADDRESS: �60 N �/ o 1 c�3r C� � 1` City: Miami Shores County: Miami Dade Zip: 33130 - 3206 - 011— Occupancy Type: Load OWNER: Name (Fee Simple Titleholder): T `T Address: v0 NE 103r City: V I II f'IILIT Tenant/Lessee Name: Email: (n �_- IF E AJ Is the Building Historically Designated: Yes Construction Type: Flood Zone: BFE: State: n &I "6V1I hone#: NO FFE: � b4S7 01,I44 �iu� 3oJ�5�f—©I�11 CONTRACTOR: Company Name: P" \AOo/vaAeK Pco Phone#: Address':: 3$ "f r1S W l 6 c h ��r C City: �Ml raMo.�- Staterf 4— Zip: 5930J Qualifier Name: State Certificatic DESIGNER: Architect/Engineer: Phone#: / gb a /'7 q S qO :Certificate of Competency #: 0 6 86 00 00 / Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1qI 000 Square/Linear Footage of Work: al O Q o0 Type of Work: ❑ Addition -❑r Alteration ❑ New �] Repair/Replace ❑ _Demolition Description of Work: �T ;.5� h iC roojr �( f LoJI k k )1 eW Specify color of color hru tile:- mi I 1 Sub tta Fee $ Permit Fee $ Scanning Fee $ Radon fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ . oc7 TOTAL FEE NOW DUE $ 2 S - 2—D ::�.s S Z-o Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage tender's Name (if applicable) Mortgage Lender's Address City State Zip Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 Or—, 9 OWNER or AGENT The foregoing instrument was acknowledged before me this day of .y%►��r, 20 �� by a&CA�C(�X//,L, whois personally known to me or -who has produce&*A1dA. 6104 YWI40 as identification and who did take an oath. NOTARY PUBLIC: Sign Print: Seal: VufflMNIon No. rr 94444 Signature \ "*W-va� - CONTRACTOR �Thhefor oing instrument was acknowledged before me this day of 20J by R who is per onally known to me or who has produced c V Y� e as identification and who did take an oath. NOTARY Sign:_ Print: Seal: **********ss**s**s**.sss#***** APPROVED BY �// Plans Examiner ANGEL lINNIARO 1l0IM Notary Public - State of FWW Commission #F GG 033461 0006 „P..,mMy Comm. Expires Nov S, Mo Zoning Structural Review (Revised02/24/2014) Clerk OFFICE OF THE PROPERTY APPRAISEF Summary Report Property Information Folio: 111-3206-017-0730 Property Address: 460 NE 103 ST Miami Shores, FL 33138-2457 Owner PATRICK F SULLIVAN &W WRY K Mailing Address 1460 NE 103 ST "AM SHORES, FL 33138 2457 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY 1 UNIT Beds / Baths / Half 5/2/0 Floors 1 Living Units 1 Actual Area 1,998 Sq.Ft Living Area 1,998 Sq.Ft Adjusted Area 1,998 Sq.Ft Lot Size 12,000 Sq.Ft Year Built 1950 Assessment Information Year 2018 Land Value $323,67 2017`; 676 2016 $270,313 Building Value 8,202i $1 202 $118,202 XF Value $0i $0 $0 Market Value Assessed Value 8781 $166,135�$162 $441 8781 718 $388 515 $159,372 Benefits Information Benefit Type 2018 20172016 Save Our Homes :Assessment $275,743!$279,160 $229,143 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description I AMD PL OF MAMI SHORES SEC 4 PB 15-14 LOTS 5 & 6 BLK 92 LOT SIZE 100.000 X 120 OR 17165-3974-84 0496 5 Generated On : 11 /27/2018 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $116,135 $112,718 $109,372 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $141,135 $137,7181 $134,372 City Exemption Value Taxable Value $50,000 $116,135 $50,000 $112,718 $50,000 $109,372 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $116,135' $112,718 $109,372 Sales Information Previous Price OR Book Qualification Description Sale Page i 04/01/1996 $0 00000- Sales which are disqualified as a result of 00000 ! examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebste may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 i Re: Owner's Name: I �—t r l (;K S W I i v Property Address: qLo t:1- D3 J-cL Roofing Permit Number: Date: — Dear Building Official: po,+r- I (JK —� v V010 certify that I am not required to retrofit the roof to wall connections of my building because: 11The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of toe South Florida Building Code (1994 SFBC X C �( C k v/gym �s Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this �� ��� day of e =o,*w •�,�� Natalie King N , State of Florida Notary Public, Sate of Florida at Large ;�9R 1 MY Commission Expires 12/16/2019 Commisslon No, FF 944264 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Paul Kawalek Roofing, Co Date: State of County of )Qrd Before me this day personally appeared 14,, ho, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: �Jc oo 71es A)'4A Contractognature Sworn to (or affirmed) and subscribed before me this day of w 30_g. L�i� Personally known Or Produce identification TypeV— of identification Produce ANGEL Roma RMS0 Notary Pub liC - Statt 01 NeMa =; Commission # GG 033461 9f; t,0 MY Comm. Expires Nov .,.tA, — 8, 2020 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 construction 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 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; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 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. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade //,, AA The foregoing was acknowledge before me this day of_�(Y&&t , 20/4 By who is personally known to me or has produced / 0 U /w& , , as identification. Notary: ,P"'''IVe Natalie King State of Florida SEAL: �N., My Commission Expires 12/16/2019 Commission No. FF 944254 -3S( __4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Oyu TY Ov 0 10 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Applicatio 1 Section A (General Information)IU U r"Z'V" 1 Master Permit No. Process No. 1 Contractor's Name 1l K4`1i✓t�� DO'�� {� 1 40 NE t D3 rd- S+ Job Address 1 ROOF CATEGORY • • • • • • 1 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive SQt.Tiltas. ' ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Woo;M9 o *r4" 0es/Shaker* �1 ❑ Prescriptive BUR-RAS 150 , • • • •, "';1 ROOF TYPE .... .. .. ���••� ..... ,1 ❑ New roof ❑ Repair Maintenance Reroofing • • • • ❑ ReCC2ri•ng • • • • •.1 ROOF SYSTEM INFORMATION Low Slope Roof Area . 1 � • � � � • 1 (SF)AA-00 Steep Sloped Roof AREA (SSF) MOO Total (SF61 M 00 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 ■��I��1■r1''wiiiwi�■�ilii��iii��� ON E 0 • ���i1� � 0 ONE i 0 Elm ON" 1��1 1■ Orlli����idii�l�i�i 1.41,1I NE IL�III���d�i�i� �......i(�C�iE::i1�7��■ i 1 1 1 1 1 1 ■1 s FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, iCC (ALL RIGHTS RESERVED); accessed by Elicur Palacio on Jun 8, 2015 10:32:12 AM pursuant to license Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) 1 Top Ply Fastener/Bonding Material: Fill in specific roof assembly components and identify 1 1 manufacturer 1 (If a component is not used, identify as "NA") Surfacing: 1 ' System Manufacturer. Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 1 --IMF Field: -I " oc @Lap, # Rows a@"i " oc 1 b 1 Product Approval No.: p —Qq � q •' a Perimeter: " oc @ Lap, # Rows ) ='I @ b " oc 1 Design Wind Pressures, From RAS 128 or Calculations: Comer. " oc @ Lap, # Rows (d roc 1 P1: �� P2: It P& 109 Number of Fasteners Per Insulatitri §oard: * JL • • • Max. Design Pressure, from the specific product — S 1 approval ••...• Field .... ""• • Perimeter CorpEfr system: 1 Illustrate Components Noted and t W%—as Apglitmbt; • 0900 1 Deck: ii �/ ' /�.{ , T 1 A V J (� �-� WAD Type: Woodblocking, Gutter, Edge Terrfliflatldn, Strippil:g!Flashing * A • 0 • Continuous Cleat, Cant Strip, Base•Rleshing, CCoounterflashing, I 1 1 518 Gauge/Thickness: Coping, Etc. . ..r... Indicate: Mean Roof Height, Parapet Height, I;e'ight'of Base, 1 ��$ Flashing, Component1, • • • Material, A�aten•al.Thickne�sc, Fastened • Type, Fastener Spacing or Submit Manufactur8rc LteiailS that 1 Slope: f� 1 b �Q Comply with RAS 111 and Chapter 16. Anchor/Base Sheet & No. of Ply(s): 1 1 ArfhorjBa� se Sheet Fastener(Bon ,Ing Mat r I: 1 Y4' R. Loll he l j ��tA ero'\ a. 1ri®� � 1 1 Is D 1 1 Insulation Base Layer. Nw' PtFT. 1 I Base Insulation IV/ 6 3X3 " V 64-ip 1 Size and Thickness: Parapet ' 1 ' Base Insulation Fastener/Bonding Material: �____- q t g}r;�p RL6* Height 1 Top Insulation Layer: All 4 FT. ' Top Insulation Size and Thickness: _ n1(i' a b�%pU Mean 1 Top Insulation Fastener/Bonding Material: N I PC Roof Height ; 1 n Base Sheet(s) & No. of Ply(s): 1 1 Base Sheet Fastener/Bonding Material: N(� 1 1 1 1 Ply Sheet(s) & No. of Ply(s): N� 1 1 1 Ply Sheet Fastener/Bonding Material: 1 1 Top Ply: COW Rwber4t d Igo M 1 -r©p Ply �mdv9 nn49-�i o) : �rYph L ; 15.38 �P `cdt FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to license Agreement. No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. • 2• Renailing wood decks: When replacing roofing, the existing wood W deck may have to, " be renailed in accordance with the current provisions of Section R4403. (The roofdec k is usaaly : : • • • •; concealed prior to removing the existing roof system). 0000 • • ...... 4,00000 0000 4. Exposed Ceiling: Exposed, open beam ceilings are where the ' dersi'e of a roof decking..::. can be viewed from below. The owner may wish to maintain the architectural r 9""' roofingnail • appearance; Q>1�Telbte, penetration of the underside of the decking may not be acceptable.•This provides "option Or maintaining the appearance. 0 • 6• ��Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agents Signature Date Contractor Signature Date Property Address 331,33 Revised on 7/9/2009 LD;07/01/2015; Permit Number MIAM}QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION U 805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.11ov/economy GAF 1 Campus Drive Parsippany, NJ 07054 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 Gexal50rod4ft • • • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade E3ounty) reserve the right to have this product or material tested for quality assurance purposes. tPt'lfls prod1jet gr material fails to perform in the accepted manner, the manufacturer will incur the expense oT such tegfing• and the A14J may immediately revoke, modify, or suspend the use of such product or platy nl within ". their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Uami-Daeg County Product Control Section that this product or material fails to meet the requirelents bf the . applicable building code. 0 • * : 9 0 * " .. . .. . This product is approved as described herein, and has been designed to comply with the Florida Bt"ftg Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS' Ply 4 39.37" ASTM D2178 Smooth surfaced asphaltic ply s*tlt• • • (1 meter) Wide reinforced with fiberglass gnat. • Tri-Ply® Ply 4 Ply Sheet 39.37" ASTM D2178 Smooth surfaced aspIlffItteply sheet ....:. (1 meter) Wide reinforced with fiberiras's mat. • GAFGLAS® 39.37" ASTM D2178 Smooth surfaced aspDif tle ply shy et. • F1exPly`" 6 (1 meter) Wide reinforced with fibergjW mat. GAFGLAS® #75 Base Sheet 39.37" ASTM D4601 . Smooth asphaltic bjj j or, base/ply'sMet ..... • •'"• • (l meter) Wide reinforced with fberglIss mat. , '. Tri-Ply® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic base oc base/fgq%ftet (1 meter) Wide reinforced with fibe%As9 mat. .. • • • • • • GAFGLAS® #80 Ultima' Base 39.37" ASTM D4601 Smooth asphaltic base or base/ply"s}reet Sheet (1 meter) Wide reinforced with fiberglass mat. GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic perforated Perforated Venting Base Sheet (1 meter) Wide venting base sheet reinforced with fiberglass mat. GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting Nailable Venting Base Sheet (1 meter) Wide base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Ruberoid HW 25 Smooth 39.37" ASTM D6163 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass mat. Ruberoid® HW Smooth 39.37" ASTM D6164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. Ruberoid' HW Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat - (I meter) Wide welded SBS cap sheet reinforced with a polyester mat. Ruberoid' HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 2 of 67 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(1): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOutf' Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck Protection, (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, DensDeck, Roof Board, SECUROCK® Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board. Base sheet: GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavene Nailable Ven�ng. Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Rubesjid® HW 25 Smooth base sheet mechanically fastened to deck as described bF14: i. �..... Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPly**b,0iiAFGLAS® Option #1: #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base she6"gattached lo. deck with approved annular ring shank nails and tin caps at a fast.pacing p 90 o.c. at the lap staggered and in two rows 18" o.c. in the field. • • Not for use with DensDeck or SECUROCK Fire Barrier • • • • • • (Maximum Design Pressure —45 psf. See General Limitation #9) 0 0 0 Fastening GAFGLAS* Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLASx F1exPi} ' ,FAFd�,k! ' Option #2: #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attachc%V. • deck with Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac' Flat Plate or Drill-TecT' AccuTrac' Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure --45 psf. See General Limitation #9) Fastening GAFGLAS® F1exPly'' 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or Option #3: any 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 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure' "S2 sf See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets Option #4: attached to deck with Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill- Tec' 3" Steel Plate, Drill-Tec' AccuTrac® 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 field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS' #80 Ultima' Base Sheet, Ruberoid' 20 Smooth, Ruberoid Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 51 of 67 Fastening GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets Option #6: attached to deck with Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill- Tec' 3" Steel Plate, Drill-Tec— AccuTrac' Flat Plate or Drill-Tec' AccuTrac' 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) Ply Sheet: (Optional) One or more plies GAFGLAS' Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS' F1exP1y' 6, GAFGLAS' #80 Ultima' Base Sheet, Ruberoid' Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth or.Rubergidrj0 Smooth sheet adhered in a full mopping of approved asphalt applied within the EV.T ...... ...... range and at a rate of 20-40 lbs./sq. • Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid' Mop Srnovth 1.5, • Ruberoid® Mop Plus Smooth, RUB—eroid'_' W p Crean nleTR, Ruberoid®Mop ajW%I;, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid' Meg alas Granule,. Ruberoid® 20 Smooth, Ruberoid 30 Granule, Ruberoid' Energ.Wap_-P30 G;dWUla• FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, or*1u6eroid Mop Plus Granule FR in adhered in a full mopping of approved asphalt applied withinUe EVT range and at a rate of 20401bs./sq. • ; • 0 • Or 00000. One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid' Mop Granule, Tri-Ply' SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid' Mop Granule FR, Ruberoid' Mop Plus Granule, Ruberoid' 20 Smooth, Ruberoid' 30 Granule, Ruberoid' EnergyCap' 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, or Ruberoid' Mop Plus Granule FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./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 lbs./sq. 2. GAFGLAS' Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS' EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOAT' Surface Seal SB or United Coatings'' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT' MB Plus or United Coatings' Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT' Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 52 of 67 t WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly'T' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %4" DensDeck' Roof Board or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: L 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 pomgliance V*uith' % Product Control Approval guidelines. All other layers shall be adhered in a full Avp&* of approved asphalt applied within the EVT range and at a rate of 20401bs./sq., or mmitaxicall)t " • • • attached using the fastening pattern of the top layer • • • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied hT Approve4 • t asphalt, panel size shall be 4' x 4' maximum. • : *0 so • 0 • • 4. An overlay and/or recovery board insulation panel is required on all applications.,gAj.elosed tello'. foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheets shall be applied using spot mopping with approved asphalt, 12" diameter circles:240 o:c.; or strip • mopped 8" ribbons in three rows, one at each side lap and one down the center c(l'thp%J eet a$owing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" bfeakshall be-. - placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either systerh slftll be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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 comer 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 comers 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.: 18-0919.12 MwMEaanO eounmr VEDI Expiration Date: 11/06/23 -JAPPRApproval Date: 11/01/18 Page 67 of 67 t TGFU.R1306 - Roofing Systems Page l of 3 SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED BITUMEN) Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid® Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications with inclines not exceeding %-In. 'GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications with inclines not exceeding rh-In. "Ruberoid® Modified Bitumen Adhesive" or Monsey Corp. "MBA Gold" or Karnak "No. 81' adhesives may be used in any of the following noncombustible deck Classifications. • • ••••••• Tropical Asphalt "No. 711 Al'" adhesive may be used in any of the following Classifications. • • • • • , 0. • •••••• • "GAFGLAS® *80 Premium Base Sheet" may be used in any of the following systems. • • • : • • • . • . • • • (Optional) Noncombustible deck classifications are applicable for use over combustible (1S/32 in. minimum PIywoodj'd YvfVen Yi-iiR (minin0Um) • gypsum board or rA-tin. (minimum) Georgia-Pacific Gypsum LLC "DensOeck ® Roofboard," "DBnsDeck Prime® Roofboard" or'DensDeclt • • • • • •. • DuraGuard— Roofboard" are used directly over the deck with all joints staggered 6-in. (minimum) from plywood joints!: • • 0 0000 • • • • • • •• •• • •••• A vapor barrier may be optionally installed under all systems utilizing any "EnergyrGuard®" type insulation. "GAFGLASO eailte" may be used as "EnergyGuard-" •••••• • an option over any type Insulation. "GAFGLAS® Stratavent Perforated Base Sheet "may be utllizedlis ait additional ply in any of • the following systems. • • . • The following membranes may be used interchangeably within their own group: • • • • . • • • • A. "Ruberoid@ Torch Granule" or "Ruberoid® Torch Granule Plus" or "RuberoidQO Torch Granule 1' or "Ruberoid® Torch 18V or "ROOFMatch— APP Modified Granular" or "Tri-Ply@ TP-4G". B. "Ruberold► Mop Smooth" or 'Ruberold® SOS Heat Weld Smooth" or "Ruberoid( 601 Cap Plus" or 'Ruberoid® 30." C. 'Ruberoift Mop Granule" or "Flex PRF" or "Ruberoid* Mop Plus Granule" or "Ruberoid® SBS Heat Weld Granule" or "Ruberoid® SOS Heat Weld Plus" or "ROOFMatch- SBS Modified Granular" or "Tri-Ply(jo SBS Modified Bitumen Membrane". O. "Ruberold® Mop 170 FR" or "Ruberoid® Dual FR" E. "Ruberoid® 30 FR" or "Ruberold® 30 FR HT" or "Ruberoid® EnergyCap" SBS 30 FR" F. "Ruberoid® 20" or "Ruberoid® 20 HT' or "Ruberoift SBS Heat Weld 25." G. "Ruberoid® SOS Heat Weld 170 FR", 'Ruberoid® EnergyCapTM SBS Heat Weld Plus FW or'Ruberoldm SBS Heat Weld Plus FR" H. "Ruberoid@ Torch Smooth" or "Tri-Ply® TP-4" I. "Ruberoldg Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Dual Smooth" ). "Ruberold® Mop Smooth" or'Ruberoid® Mop Smooth 1.5" Unless otherwise indicated, the Modified Bitumen (Granule) membrane may be surfaced with "Fireshield MB" at 2% to 3.0-gai/10041: , and the incline of the resultant system would be increased to a 314-In. incline. But if the Incline of the Classified system Is greater than a 3A-in. incline, the incline of the roofing system would be maintained when surfaced with "Fireshield MB" at 2% to 3.0-gal/100-ii2. Unless otherwise indicated "Ruberold® EnergyCap- SBS 30 FR" is an acceptable alternate for "Ruberoid 30 FR" or "Ruberoid(& 30 FR HT" or "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" in any applicable Classification. 1. Deck: C-15/32 Class A - Ballasted Incline: 1/4 (NC-2) Insulation: — Periite, glass fiber or wood fiber, ?A to llh-in. Membrane: — "Ruberold® Torch Granule I" (modified bitumen). Surfacing: — Gravel at 4130-Ibs/100-ft2, loose laid or concrete blocks, at 10-Ibs/e and spaced not more than 1/8-in. 2. Deck: NC Incline: 3 insulation (optional): — Perlite, glass fibber or wood fiber, is to 1`k-in. httpJ/database.ul.comlegi-binIXY VItemplatelLISEXTII FRA MElshowpage.html?name=TGFU.R 1306&ccnsh... t ' ' TGFU.R1306 - Roofing Systems Page 2 of 3 Base Sheet (Optional): —Type 15 asphalt organic felt or Type G2. Membrane: — Ruberold® Torch Granule 1" (modined bitumen). Surfacing: — Gravel. 3. DSCULC-15/32 Incline: 1/4 Insu (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrs—'Ruberold® Tong Granule 1" (modified bitumen). Slip Sheet: 0.004-in. thick polyethylene (not UL Classified). Surfacing: — -in. thick concrete with one layer or No. 10 Summerville Quarry file (or equivalent) grouted in place. 4. Deck- NC Insulation (Optional): — P Membrane: — "Ruberold® I Surfacing: — # to IV --in. di spaced not more than 1/8 in. Incline: 2 glass fiber or wood fiber, any thickness. Granule V (modified bitumen). BI river bottom stone at 1AQ0JW&W.ft?n Class A - Fully Adhered •••••• •••••• pavers weighing not less then 10-Ib/142 and •••. a • 0 • •••• •• •• • • 1. Deck: NC n :fie: • • • • •0000 •••••• Insulation (Optional): — One or more layers per or wood fiber or glass fiber or polyisocyanurate or urethane on, perlite/polyisocyanurate composite or perlite/ureth composite or wood fiber/polyisocyanurate composite pr phegoiic, any tibiclim" Base Sheet (Optional): — One or more plies Type G or Type G2 or Type G3. • • Membrane: —One or more plies "Ruberoid® Torch®" month or Granule) or "Ruberoid® Torch Granule PIt74• or'Ytuberoid®1 • • Mop" (Smooth or Granule) or "Ruberoid® Mop Pius Granu " (granule). • • • Sunfaci • • • Surfacing. —Gravel, 400-Ibs/100-ft2, loose laid or applied a flood coat of hot roofing asphalt. 2. Deck•. NC Incline: Base Sheet onai): — One or more plies Type G1 or Type 0 2 Type 133. Membrane: — or more plies "Ruberoid® Torch" (Smooth or G le) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or an, or "Ruberoidg Mop Pius Granule". Coating: — "Kama o. 97' applied at 1% to 3-gai./100-ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): — or more layers perlite, wood fiber, glas\Ylep Base Sheet (Optional): — On r more pfies Type Gl orType G2 orTMembrane: —One or more plies uberoid® Torch' (Smooth or Granuh Granule Plus" or "Ruberoid® Mop Granule" or "Ruberotd® Mop Plus Granule". Coating: — "Karnak No. 97" applied a V2 to 3-gai/100-ft2. 4. Deck: C-15132 Incline: 1/2 Insulation: — One or more layers perlite, glass r, polyisocyanurate, urethane, perlite/poly isocyan to composite, perlite/urethane composite, phenolic, IW-In. minimum thickness (tun lots staggered a minimum of 6-in. forth plywood k butt joints). Base Sheet: -- One or more plies Type G2 or Type G . Ply Sheet (Optional): — One or more plies Type G1. Membrane: —One or more plies "Ruberoid® Torch" (Sm or Granule) or "Ruberoid® porch Granule Plus" "Ruberoid@ Mop" (Smooth or Granule) or "Ruberoid® Mop Pius Granule " Surfacing: — "Kamak No. 97" applied at 1% to 3-gai/100-ft2. S. Deck: NC Irrcine: 1/2 Base Sheet (Optional): — One or more plies Type G3 or Type G2 or Type Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "PAitieroldilD Torch Granule Plus." Surfacing (Optional): — Karnak 'No. 97" or "169" applied at 1 to 3 gal/1004t2 kGrundy Ind. "20 F Emulsion" applied at 3-gal/10041:2. 6. Deck C-15/32 Incline; 1/2 Insulation: — One or more layers perlite, glass fiber, IA -in. minimum, polyisocyanurate, u ne, perUte/polyisacyanurate composite, perlite/urethane composite, 11/rin. minimum. Base Sheet (Optional): — One or more plies Type Gi or Type G2 or Type G3. Membrane: — One or more plies "Ruberold® Torch" (Smooth or Granule) or'Ruberoid@ Torch Gre lePlus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule.' Surfacing: — Gravel. http://database.ul.com/cai-bin/XYV/temp(ateiLISEXTi1FRAME/showpage.html?name—TGFU.R1306&censh... P"ONOW r TGFU.Rl306 - Roofing Systems Page 3 of 3 7. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polylsocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G3. Membrane: — One or more plies "RuberoidO Torch" (Smooth or Granule) or "Ruberold® Torch Granule Plus" or "Ruberold@ Mop' (Smooth or Granule) or'RuberoPd® Mop Plus Granule.' Surfacing: — "Karnak No. 97" applied at 11h to 3-gal/100-191:2 or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, %-in. minimum poiyisocyanurate, urethane, perlite/pol fsocyan�rate rnrlp�o'�J; • perlite/urethene composite, 11h in. minimum. • • • • Base sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. • • • • • • Membranes — One or more plies 'RuberoidO Torch" (Smooth or Granule) or "Ruberoid9 Torch Granule Plus'•dh09"roid® • Mop' (Smooth or Granule) or "Ruberold@ Mop Plus Granule." 90660. Surfacing: — Grundy "AL MS Aluminum Roof Coating" applied at 1 to 2-gal/100-ft2. 9. Decks C-15/32 •••••• •••• •• •• •••• Insulation (Optional): — One or more layers perlite, glass fiber, %-In. minimum, poiyisocyanurate, uretha4!•• F%ritg/polyisocyanurate Composite, perlite/urethane composite, phenolic, 11h in. minimum. • Base Sheet: — One or more plies Type G2 "GAFGLASe k7S Base Sheet", or "Tri-PlyO *75 Base Sheet", h4moppee•• or mechanlcaijy fastened in place. • • 060000 Ply Sheet: —One or more plies Type G1 "GAFGLASO Ply 4" or'Trl-Ply® Ply a" or "GAFGLAS® Ply 6" hot mE eA irs place. • R" Membrane: — "Ruberoid0 Mop 170 For "Ruberold® Dual FR" or'Ruberoide Mop FR" or "Ruberold® EneV.P14 Mop FR.• • ng p G 1)- — "GAF Fibered Aluminum Coating' applied at 1"al/100-I1:2 or "GAF Weather Coat Emulsion" appli4aks3• • DO-ft . 10. Deck: C-15/32 Incline: 'h Insulation (Optional): — Perlite, fiberglass, polylsocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet: —One or more layers Type G2 "GAFGLASO *7S Base Sheer or "Tri-Plye w 7S Base Sheet' or Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Plye 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 "Ruberold® Dual FR' or "Ruberold® Mop FR" or'RuberoidO EnergyCap— Mop FR." Incline: 1/2 http://database.ul.com/cgi-binfXYVItemplatelLISEXT/ I FRAMElshowpage.html?name-TGFU.R 1306&ccnsh...