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-- DATE: 2r)_,,,, is FEES DUE: �'[' RECEIPT#: —I,. Permit #: Planning & Development Services Department ® Building & Code Regulation Division o e 2300 Virginia Avenue C'I V�� Ft. Pierce, FL 34982-5652 Q Tel. 772462-1553C e APPLICATION�FOR ROOF PERMIT SDE FOR INSTRUCTIONS 00, ty 1. Location/Site Address: i ®2 ti , 5 F24- ?�� 2. Parcel ID Number: eLL / 0 3 Q © d Office Use Only I Section I Township Range I Map Page I Zoning Land Use I Initials i' 3.�' Description of Project or Work Activity: �-PcCr �� r` CR.7� 4. Total Roof Area (square feet): ��Sy 5. Roof Pitch: 6. Type of Roof:, [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel Modified Bitumen [ ] Other Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached * * Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information/ 8. Contractor Information Name: Le (j`f�'C'�i e � Q t4 r Oct'7%,doJ FL Reg/Cert #: GC C / 3 Z 6 2? Address: 10- L N 3�- 54- County Cert City: State: Business Name: 0 Zip: �f h �f 7 Phone: 4 23 Cell Phone: JZ 1 — % �oZ 9. Value of Construction: $ 'fib © cD "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance app rca a lating construction and zoning. P QU 'LIFIERS/ NAME SI OWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF 7nOk20A, BY Y KNOWN TO W OR SL=,byi)1ti Y nc1, p TYPE OR PRINTNAME OF NOTARY COMMISSION NUMBER —DAWN MR.ONE "tV p - SWe of Florida 04 @@l MK �XP Xft Mar: 22„ 2017 tMIWPA * EE 877757,1 V l0h0,d1ihrough,National Notary Assn. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUUR PA FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 TURQUOISE Engineering, LLC Structural Engineering, Design & Testing, CA #28948, NOA #13-0222.02 6915 Washington Rd, W Palm Beach, FL 33405 / Ph. (561) 804-9908 / Fax (561) 804-9907 / e-mail: turginc@aol.com May 27, 2014 TO: St. Lucie County / Building Department FROM: Riza N. ALTAN, P.E. SUBJECT: Flat Roof Uplift Pressures & Base Sheet Enhd d F ening ADDRESS: Residence for Deutsche Bank / 102 N 38th Stree , ierce, FL 34947 CONTRACTOR: Oakley Roofing & Construction Inc. J01wok - Dear Sir; V16w 0 The re -roofing specifications of flat roof area of subject residence are review e ' by myself. The purpose of this letter is to determine the wind uplift pressures an enhanced spacing of mechanical fasteners. The property is located in Exposure C area. The flat roofs consist of 5/8" plywood decks with positive drainage. The roof mean height is 18 ft. As per 2010 Florida Bldg. Code, ASCE 7-10, for Risk Category II, 170 MPH ultimate wind velocity in Exposure C area, using Wind Load Factor of 0.6 for ASD; the wind pressures are determined as follows: Field: Pi _ - 44 psf / Perimeter (4' wide): P2 = - 74 psf / Corner (4'x4'): P3 = -111 psf The proposed CertainTeed Modified Bitumen Roof System over Wood Decks (NOA #14-0224.03) consists of mechanically attached 75-lbs Glas Base base sheet followed by torched down Flinti-astic GTA modified bitumen cap sheet. The system max. design pressure of -52.5 psf (Deck 1I, Syst.E(3), page 14/16, Limitation #7) is specified by tin -tagging the base sheet with 11 ga., 1'/4" long ring-shanked roofing nails, spaced at 8" o.c along laps and 8" o.c. three rows staggered in mid -sheet. It is required that, as per RAS 117, in order to meet the actual roof pressures, the base sheet is tin -tagged to existing 5/8" CDX plywood deck in the following enhanced pattern: Zone 1: Field (Intermediate areas): @ 8" o.c., staggered three rows in mid -sheet, Zone 2: Perimeter (4' from edges): @ 4" o.c., staggered three rows in mid -sheet, Zone 3: Corner (4' from ea. side): @ 4" o.c., staggered four rows in mid -sheet. Laps: Field areas @ 8" o.c., Perimeter @ 4" o.c., Corners @ 4"o.c. Therefore, this letter is to certify that installation of CertainTeed Modified Bitumen Roof (NOA #14-0224.03) torched -down re -roofing system conforms to requirements of 2010 Florida Building Code which specifies 170 MPH ultimate wind speed for Risk Category II in Exposure C area. If you have any questions regarding this matter or I Ta �1130b,jther assistance, please do not hesitate to call me. 0� Qi o �Q�00D486p yob V �4 Sincerely, No. 36321 a � 71;— Riza N. ALTAN E #38521 a STATE OF e �` Consulting Engineer ?Q OMp"'.09DAO Mr^ r p M IAM I-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422-0761 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be, used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall- not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 NOA#13-0204.03 and consists of pages 1 through 16. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -60 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather 36" x 65' 10"; ASTM D.4601 Type Asphalt coated, fiberglass reinforced Sheet Roll weight: 861bs. II base sheet (2 squares) UL Type 15 Flex-I-G1asTM Base Sheet 3.6" x 98'9"; Roll ASTM D 4601, Type Modified Bitumen coated fiberglass weight: 90 lbs. II base sheet. (3 squares) UL Type G2 Flex-I-G1asTM FR Base Sheet 39 3/8" x 50'; Roll ASTM D 6163, Modified Bitumen coated fiberglass weight: 90 lbs. Grade S, Type I base sheet. (1.5 squares) Flintglas® Ply Sheet Type IV 36" x 1647'; Roll ASTM D 2178 Type Fiberglass, asphalt. impregnated ply or VI weight: 40/55 lbs. IV or VI sheet. (5 squares) UL Type G1 Flintlastic STA 39 3/8" x 33'; Roll ASTM D 6222, Smooth surfaced APP Modified weight: 90 lbs.. Grade S, Type II Bitumen membrane with non -woven (1 square) polyester mat reinforcement for torch application. Flintlastic GTA TA-FR 39 3/g" x 33' 3"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G, Type II Bitumen membrane with non -woven (1 square) polyester mat reinforcement for torch application. Flintlastic GMS, 39 3/8" x 34' 2"; Roll ASTM D 6164, Granule surfaced SBS Modified GMS Premium weight: 1001105 lbs. Grade G, Type II Bitumen membrane with non -woven (1 square) polyester mat reinforcement for mop application. Flintlastic FR, 39 3/8" x 34' 2"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS FR-P Premium weight: 105 lbs. Grade G, Type I Modified Bitumen Membrane with (1 square) non -woven polyester mat reinforcement for mop application. Flintlastic FR Cap Sheet 39 3/8" x 34' 2"; Roll ASTM D 6163, Fire resistant, granule surfaced SBS weight: 90 lbs. Grade G, Type I Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic FR Cap T 39-3/8" x 34'2"; Roll . ASTM D6163 Granule surfaced SBS Modified weight: 81lbs. Bitumen membrane with fiberglass (1 square) mat reinforcement for torch application. Flintlastic FR Base T 39-3/8" x 33'; Roll ASTM D6163 Modified Bitumen, coated fiberglass Weight: 81lbs. base sheet for torch application. (1.0 squares) Flintlastic FR Cap CoolStar 39 3/8" x 34' 2"; Roll ASTM D 6163 Fire resistant, granule surfaced SBS weight: 901bs. Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with. reflective CoolStar Coating. Flintlastic FR Cap T CoolStar 39 3/8" x 34' 2"; Roll ASTM D 6163 Fire resistant, granule surfaced SBS weight: 90 lbs. Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA, GTA-FR 39 3/8" x 33' 3"; Roll ASTM D 6222 Granule surfaced APP Modified CoolStar weight: 105 lbs. Bitumen membrane with non -woven (1 square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS/GMS 39 3/8" x 34' 2"; Roll ASTM D 6164 Granule surfaced SBS Modified Premium CoolStar weight: 1001105 lbs. Bitumen membrane with non -woven (1 square) polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic FR-P/FR-P Premium 39 3/8" x 34' 2"; Roll ASTM D 6164 Fire resistant, granule surfaced SBS CoolStar weight: 105 lbs. Modified Bitumen Membrane with (1 square) non -woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Covered with reflective CoolStar Coating. Ultra Poly SMS 36" x 64'4" ASTM D 6164, Smooth surfaced SBS Modified (2 squares) Grade S, Type I Bitumen Membrane with non -woven polyester mat reinforcement for mop applications. NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 3 of 16 G1asBaseTM Base Sheet 36" x 98'9"; Roll weight: 691bs. (3 squares) PolySMS Base Sheet 39 3/8" x 64' 4"; Roll weight: 90 lbs. (2 squares) Yosemite® Buffer Base Sheet 36" x 32' 10"; Roll weight: 90 lbs. (1 square) Black DiamondTM Base Sheet 36" x 687'; Roll weight: 78 lbs. (2 squares) APPROVED INSULATIONS: F1intBoard ISO ACFoam -II High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime H-Shield ENRGY 3, ENRGY 3 25 PSI Multi -Max FA-3 APPROVED FASTENERS: Fastener Product Number Name 1. None ASTM D 4601 UL Type G2 ASTM D 4601, Grade S, Type II UL Type G2 ASTM D 3909 ASTM D 4897 UL Type 30 ASTM D 1970 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation TABLE 3 Product Description N/A Asphalt coated, fiberglass base sheet. Modified Bitumen coated polyester base sheet. Mineral Surfaced fiberglass reinforced buffer sheet. Self -adhering fiberglass reinforced modified bitumen base sheet Manufacturer (With Current NOA) CertainTeed Corporation Atlas Roofing Corporation Generic Generic Georgia Pacific Gypsum LLC Hunter Panels LLC Johns Manville Corp. RMax Operating, LLC Manufacturer Dimensions (With Current NOA) None N/A NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Factory Mutual Research Corp. FMRC 4470 J.I. 3Y8ALAM 03/23/96 FMRC 4470 J.I. OD3A3.AM 04/04/97 FMRC 4470 J.I. 2DOAO.AM 12/23/98 FMRC 4470 J.I. 1D7A4.AM 11/09/98 Underwriters Laboratories, Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 Momentum Technologies, Inc. ASTM D 4601 AX31G81) 09/05/08 ASTM D6164 AX31G8F 06/05/09 ASTM D6222 AX31G8G 06/05/09 ASTM D 3909/ D 4897 AX31G8C 09/05/08 TrinitylERD TAS 114(J) #3504.06.01-1 06/05/01 TAS 117 (13) 3503.10.06 10/10/06 TAS 117 (13) 06490.04.07-R1 06/27/07 TAS 114 (H) Letter 04/05/06 TAS 114 3533.01.06 01/06/06 TAS 114 3521.07.04 07/29/04 TAS 117 (B)/ ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08-R4 03/25/10 ASTM D6164/D4798 C31410.01.11-2 01/10/11 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D1970 C40050.09.12-2 09/28/12 ASTM D5147/D4798 C31410:10.10-R1 11/01/12 ASTM D5147/D4798 C31410.01.11-1-R1 11/01/12 ASTM D4798 C31410.01.11-2A-R1 02/21/13 ASTM D4798 C31410.12.13 12/05/13 ASTM D6222 C40050.12.13 12/05/13 PRI Construction Materials ASTM D6163 CTC-032-02-01 01/22/08 Technologies LLC ASTM D6163 CTC-066-02-01 08/09/11 ASTM D6164 CTC-068-02-01 08/09/11 ASTM D6222 CTC-070-02-01 08/09/11 ASTM D6164/D4798 CTC-093-02-01 08/09/11 ASTM D2178 CTC-122-02-01 03/13/12 ASTM D2178 CTC-123-02-01 03/13/12 ASTM D4601 CTC-127-02-01 03/13/12. ASTM D6163 CTC-128-02-01 06/11/12 ASTM D6163 CTC-129-02-01 06/11/12 ASTM D6164 CTC-132-02-01 06/11/12 ASTM D6164 CTC-162-02-01 05/09/13 - ASTM D6164 CTC-161-02-01 05/09/13 ASTM D6162 CTC-183-02-01 10/02/13 ASTM D6164 CTC-190-02-61 12/02/13 NO.A No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 5 of 16 APPROVED ASSEMBLIES: Membrane Type: APP Modified Deck Type 1I: 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 apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners. Fastener Table 3 Density/ftz ACFoam-II, Multi -Max FA-3, ENRGY 3, FlintBoard ISO, H-Shield Minimum 1.5" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One ply of Black Diamond Base Sheet self -adhered. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex=I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or GTA-FR CoolStar torch adhered to base or ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-1b./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, F1intCoat A- 150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 '/2 gal. /sq. Maximum Design -52.5 psf (See General Limitation #7) Pressure: NOA No.: 14-0224.03 Expiration Date: 009/18 Approval Date: 04/10/14 Page 6 of 16 Membrane Type: SBS Modified Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 ACFoam-II, ENRGY 3, ENRGY 3 25 PSI, FlintBoard ISO, H-Shield Minimum 1.5" thick N/A N/A Approved Perlite Minimum %1' thick N/A N/A Approved High Density Wood Fiberboard Minimum 1/" thick N/A N/A DensDeck, DensDeck Prime Minimum 1/" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex - I Glas FR Base or Poly SMS base adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq Ply Sheet: (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base.Sheet (for use with a torched cap sheet only) self -adhered. NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 7 of 16 Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR- P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap sheet, Flintlastic FR Cap Sheet CoolStar adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 401bs./sq. or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-1b./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, F1intCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 'h gal. /sq. Maximum Design Pressure: -52.5 psf (See General Limitation #7) NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 8 of 16 Membrane Type: APP Modified Deck Type 1I: Wood, Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type A(3): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet, G1asBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 ACFoam-II, Multi -Max FA-3, ENRGY 3, FlintBoard ISO, H-Shield Minimum 1.5" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2.' Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base: One ply of Black Diamond Base Sheet self -adhered. Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or GTA-FR CoolStar torch adhered to base or ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-lb./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, F1intCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 '/z gal. /sq. Maximum Design Pressure: -60 psf. (See General Limitation #7) NOA No.: 14-0224.03 MIAMI•DADE COUNTY Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 9 of 16 Membrane Type: SBS Modified Deck Type 1I: Wood, Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type A(4): Anchor sheet mechanically fastened; all layer of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet,.GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the -center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 ACFoam-II, ENRGY 3, ENRGY 3 25 PSI, F1intBoard ISO, H-Shield Minimum 1.5" thick N/A N/A Approved Perlite Minimum %" thick N/A N/A Approved High Density Wood Fiberboard Minimum'/Z" thick N/A N/A DensDeck, DensDeck Prime Minimum'/a" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-401bs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second' layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex - I Glas FR Base or Poly SMS base adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq Ply Sheet: (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet (for use with a torched cap sheet only) self -adhered. NOA No.: 14-0224.03 Expiration Date: 06/10/18 Approval Date: 04/10/14 Page 10 of 16 Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR- P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap sheet, Flintlastic FR Cap Sheet CoolStar adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq, or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-lb./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, F1intCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 '/2 gal. /sq. Maximum Design Pressure: -60 psf. (See General Limitation #7) NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 11 of 16 Membrane Type: Deck Type 1I: APP Modified Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(1): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weathe ire Bas Sheet, Glas "Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detai ed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring.shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane:�to Flintlastic GTA CoolStar, Flintlastic GTA-FR or GTA-FR CoolStar torch adply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-lb./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 % gal. /sq Maximum Design Pressure: -52.5 psf. (See General Limitation #7) NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 12 of 16 Membrane Type: SBS Modified Deck Type 1I: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR-P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-1b./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 '/2 gal. /sq Maximum Design Pressure: -52.5 psf. (See General Limitation #7) NOA No.: 14-0224.03 MIAMI•DAD; couNTY Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 13 of 16 Membrane Type: APP Modified Deck Type 1I: Wood, Non -Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically. attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: Flintlastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or GTA-FR CoolStar torch adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-1b./sq. gravel or 300-lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum Roof Coating, FlintCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 '/z gal. /sq Maximum Design Pressure: -60 psf. (See General Limitation #7) NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 14 of 16 Membrane Type: SBS Modified Deck Type 1I: Wood, Non -Insulated Deck Description: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c System Type E(4): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet, GlasBase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional ) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet self -adhered or Flintlastic STA torch adhered. Membrane: One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P, Flintlastic FR-P CoolStar, Flintlastic Premium FR-P, Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. 400-lb./sq. gravel or 300-1b./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak (#97 AF) Fibrated Aluminum. Roof Coating, F1intCoat A-150, APOC #212 Fibrated Aluminum Roof Coating at an application rate of 1 '/Z gal. /sq Maximum Design Pressure: -60 psf. (See General Limitation #7) NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 20-401bs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations When the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./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 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and . Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0224.03 Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 16 of 16 5-Jun-2014 16:36 SpanDSPiFax Header 5617982040 p.1 ifs � 1. Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, Fl. 34982 772-462-2165 or 772-462-2172 Fax:772-462-6443 P Re: Permit# - i licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license typ) *FS468 Building Inspector *General, Building, Residential or Roofing contrdctor or any individual certified under468 F.S. to make such on inspection. . ! On or about ('i "`" I did personally inspect the roof deck nailing pate]-` fl L work at:1`/jy j, N'� 1.a- (Job site address) Based upon that examination I have Otermined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based o 553.844 F.S.) Signature and Seal STATE OF FLIDA COUNTY License # �.. Sworn to and subscribed before me this day of `. a 20 b �r.� t.a..;+;'> . Who i Y s. personally known to me or who has produced as identification. Notary Public, State f Florida Signature of Notary:3� -- , Commission Number: En 01/19/2011 ,.�' 'LS1' r L`•!�iiUi t. ?E., ... .. _.i:gnlS`,:i11i (Seal ) RECEIVED JUN 06 2014 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COT Y FILE # 3960133 OR BUS 3637 PAGE 1024, Recorded 05/30/2014 02:06 PM `' t) N 'D VF NG D T,�vIT4fNT Id NOTICE OF COMMENCEMENT N 4(7Fax:77-9836 iT Permit No. Tax ID No.976 ° (100-� DDS' 000/y State Of Florida St. Lucie County THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of property and street address, if available a @� @ At 6 CWQ- OF 102 N. 3eth Street, Fort Pierce FL 34947 Fee Simple Title holder (if other than owner) Address Contractor ( Phone # _�Z /- 7 -� 2 - Address Gr�'8 A) r Fax Surety Pho Address Fax # Amount of �qnd ($ Lender Nr . _ Phone # Address Fax # Persons within the State of Florida designated by Owner upon whose notices or other documents may be served us provided by Section 713.13 (1) (a) 7., Florida Statutes: Address Fax # In addition to himself, owner designates of _ (Phone# Fax# to receive a copy of the Lienor's IN'otiewas provided in Section 713.13(I)(b), Florida Statutes. Expiration date of notice of commencement is one year from the date of recording u less a differ t date is specified. -IM _= ---��^-1�,� ��GGtt11ll�� ersS1 t r STATE OF ft6R(BR COUNTY OFIE urce�,�iflP,►tl a�nn' � Do foregoing InstruL9nt was acknowledged before me this, day of , 2o�, by b" Q1 ,CnWI3 . who Is person,who he roduced d as Identificgtion'7 � t (seal) Bey EIACH LIANNLONOLIY x Oemm Number 782035 My Canmisebn E�1rsa January 7, 2017 - v 7(13,5 � %l COMMISSION NUMBER STATE Of FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIF4THAT THIS ISA TRUE AND CORRECT COPY OF THE ORIGINAL ewS& A E. SM f ALE ' _ `E- J D�,put- Clerk Date: