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1177 NE 91 Terr (10)Issue Date: 10/10/2006 Owner's Name: MARIE DESTIN Permit Type: Roof Work Classification: Roof - Repair Job Address: 1177 91 Street NE Additional Information Type of Work: Re -Roof Classification. Residential Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Additional Info: Permit Expires: 04/08/2007 Contractor(s) THE HOME DEPOT Phone (305)225 -8374 Primary Contractor Yes 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 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. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -10 -06 -2499 Phone: 1132050010190 Lot: PB: Total Square Feet: 3550 Total Valuation: $ 8,000.00 Re • uired Ins.ections Roof in Progress Final Roof Fees Due Amount CCF $4.80 Education Surcharge $1.60 Permit Fee - New Roof $325.00 Scanning Fee $9.00 Technology Fee $8.13 Total: $348.53 Invoice Number RF -10 -06 -26365 Total: Amt Due $Q48.53 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 02/06/2007 Inspector: Rodriguez, Jorge Owner. DESTIN, MARIE Job Address: 1177 91 Street NE Project: <NONE> Contractor: Building Department Comments RE -ROOF (FLAT) Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- Inspection fee is paid . Monday, February 5, 2007 TO d9Cd Miami Shores Village, FL THE HOME DEPOT Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Inspector Comments CREATED AS REINSPECTION FOR 1NSP- 35934. CREATED AS REINSPECTION FOR INSP - 35851. Roof Final OK, Pending final certification letter from the Engineer, that the roof has been done as per the approved product approval in the permit, not as RAS 150, which is not allowed in Dade county. 12/28/06 CG. 1/9/07 CG. Letter fro Engineer has not been revised with the correct wording. Same letter as before is of package.. z3f1 IciQCId 3Ednf e ra4 ct 7 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132050010190 Lot: Phone: (305)225 - 8374 Page 1 of 1 [1a.tE668SOC E Z: p T 9110 Z/ ��0 ' T nE b6116b Roof Final OK, Pending final certification letter from the Engineer, that the roof has been done as per the approved product approval in the permit, not as RAS 150, which is not allowed in Dade county. 12/26/06 CG. DEC 2 7 2006 Passed Inspector Comments - c, Failed : A iri Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INS P-35851- Permit Number: RF -10 -06 -2499 Inspection Date: 12/26/2006 Inspector: Grande, Claudio Owner: DESTIN, MARIE Job Address: 1177 91 Street NE Project: <NONE> Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Tuesday, December 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132050010190 Lot: Phone: (305)225 -8374 Page 1 of 2 Project Manager: Company: Address: General Information: Customer Name: Customer Address: RESEARCH & TESTING INC. FLORIDA BUILDING CODE COMPLIANCE BUR REPORT Prescriptive BUR Requirements Mary Destin 1177 NE 91 Terrace Miami, FL 33138 Antoinette Rash The Home Depot 2017 Corporate Drive Boyton Beach, FL 33426 BUILDING /ROOF SYSTEM INFORMATION: Roofing System Manufacturer: GAF RAS 150 TEST REPORT SUMMARY: PERMIT #: DATE: NOA #: THD #: ART #: INSPECTED Testing Agency Name: Advanced Research & Testing, Inc. Address: 2900 NE 30 Street 3M Ft. Lauderdale, FL 33306 Telephone: (954) 270 -7422 Fax: (954) 561 -6407 Representative: Thomas Steier Phone: (561) 536 -12 ?? Fax: (561) 742 -4078 Testing Agency Information: The undersigned representative agrees that the inspection has been conducted and reported in accordance with Florida Building Code RAS 150. 1. The 75# base sheet underlayment was fastened with 1 1/4" corrosion resistant annular ring shank nails through 1 5/8" diameter tin caps at every 4" at laps and 2 rows at 6" O.C. midsheet at perimeter, at 4" at laps and 2 rows a 6" O.C. midsheet in the field and every 4" at laps and 2 rows at 6" O.C. midsheet at the corners. 2. Drip edge metal was joined by minimum 4" lap and the entire interior of the joints was coated with approved flashing cement. Eave and gable drip metal was fastened with 12 ga. annular ring shank nails at every 4" O.C. All lap joints were observed to be lapped a minimum of 4" and sealed with approved roof cement. 3. The two ply IV was installed over the base sheet in a fully uniform mop of asphalt type IV. 4. The cap sheet membrane was installed over the base ply in a fully uniform mop of asphalt type IV. This Roofing system has been found to PASS FBC requirements for HVHZ and is in compliance with RAS 111, RAS 150 and the Manufacturer's installation instructions. Copyright 2006 Advanced Research & Testing, Inc. 2900 NE 30th St. Ft. Lauderdale, FL 33306 PH: 866.270.7331 Fax: 954.561.6407 RF -06 -2499 December 15, 2006 a 03 -0501.05 L. ,.!- 2249945 1026306 B Y: BY: Nathan Benner results have been - 71 rr nn 2007 L � Paul W. Scanlon 'E D e afe FL License # 65199 Jr Copyright 2006 Advanced Research & Testing, Inc. 2900 NE 3d' St. Ft. Lauderdale, FL 33306 PH: 866.270.7331 Fax: 954.561.6407 Top edge of coumterrfflashlmg must be properly sealed. Coumterfflashlmg attachment is required to be as most 8" on center. Also the flashing must be attached through slotted or oversized hopes and fitted with a minimum 5/8" OD bonded washer having a minimum .060" gasket thickness. Copyright 2006 Advanced Research & Testing, Inc. 2900 NE 30 St. Ft. Lauderdale, FL 33306 PH: 866.270.7331 Fax: 954.561.6407 Copyright 2006 Advanced Research & Testing, Inc. 2900 NE 30th St. Ft. Lauderdale, FL 33306 PH: 866.270.7331 Fax: 954.561.6407 No ladder available for inspection, or permit available. Roof has been completed without inspection. 11/30/06 CG. Passed Inspector Comments D Iii Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/30/2006 Inspector: Grande, Claudio Owner: DESTIN, MARIE Job Address: 1177 91 Street NE Project: <NONE> Contractor: THE HOME DEPOT Building Department Comments Friday, December 1, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 DEC 01 2006 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132050010190 Lot: Phone: (305)225 -8374 Page 1 of 2 Bill To MARIE DESTIN 1177 NE 91 TERR MIAMI SHORES, FL 33138 -3403 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 L Permit Type: Roof 1 Work Classification: Roof Repair Date Fee Name 11/17/2006 Scanning Fee 11/17/2006 Revision Fee Friday, November 17, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -11 -06 -26787 Invoice Date: November 17, 2006 Permit Number: RF -10 -06 -2499 Fee Type Calculated Calculated RN 21 PQ0[u C (0 Fee Amount $6.00 $35.00 Total Fees Due: $41.00 RE -ROOF (FLAT) JAM 1 1 2001 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 35851. Roof Final OK, Pending final certification letter from the Engineer, that the roof has been done as per the approved product approval in the permit, not as RAS 150, which is not allowed in Dade county. 12/26/06 CG. 1/9/07 CG. Letter fro Engineer has not been revised with the correct wording. Same letter as before is on package.. Failed Correction Needed . .I , .., Re- Inspectio �. Fee ' 4 ($75) No Additional Inspections can be scheduled re- inspection fee is paid. l ig _ r� until Inspection Number: INSP 35934 :. Permit Number: RF -10 -06 -2499 Inspection Date: 01/09/2007 Inspector: Grande, Claudio Owner: DESTIN, MARIE Job Address: 1177 91 Street NE Project: <NONE> Contractor: THE HOME DEPOT Building Department Comments Tuesday, January 9, 2007 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132050010190 Lot: Phone: (305)225 -8374 Page 1 of 1 1r { NOV 1 BY: __lj Low 'io Ft of 3 ;.'stem 6 2006 fa24?cr 123_01 -48 5/03 PAGE 3 me Roof Assernbly Col-aleatants and identify Manufacturer Of a component is not users identify as "NA") System Ma NOA No.: Top Insulation Layer. Fgovieb ,..,.wa Code ""1 v .. i urttcana zone Uniform Permit - _ - - -- - - A¢ lsatian Form. Sections C QEVist Oh Top Ply: Top q ty Fast Surfacing: 11'5 cturer. Design wind Pressures, From RAS 128 or Calculations: Prnaxt- Pte _. 2_9__ 3: 1_3 - # Max. Design Pressure. From rt,e c pac a ' +►ti.nw Iron VCJf! 111.111 ^.1�fl ~u0 o / nw —J:.-_ • a_e o rnVlittll i(] IVrajenat PtySheet(s).& No. of Ply(s)• Plykeeel Fa_ster)erBwcfin trial: _ l --}�T 1_ �1 d�'r-:'TJY1 T T. , roc 1 Base Sheet(s) & No. of B s -' tk F� stene C ndin a { ° " Top Insulation Sizi and T I -� ' �' .iltn and ineCiC+tgss: N Top Insulation Fastener/Bonding Material: ice/ T Fastener Spacing for Anchor/Base Sheet Lap. # Rows _0 .oc Field: / Perimeter ., ° oc a Lap, # Rows © - oc Coiner C / � - ' oc L t_ap. # ROB Number of Fasteners Per Insulation Board NA Perimeter Comer illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. sag.,: Mean Roof Height. Parapet Haight, Height of Base Flashing, Component Material, Material Thickness. Fastener Type, Fastener Spac4no or Submit iuianufacturers Details that Comply with RAS 111 And &hapter 16. Field J t T`! H ?"+� r w 0 Mean Roof Height 1 o r" MIAMhDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 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. 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: GAF Conventional Built - Up Roof System for Wood Deck. 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. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood /Annie System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered th aPpfoved asphalt. wi All General and Systems Limitations shall apply.. One or more layers of any of the following insulations. Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only (Table 3 = p) ) 7)ensity /ft ACFoam -I, ENRGY 2, GAFTEM Isotherm R, E'NIRG'Y 2 Plus, GAF TEMP Isotherm RA, GAFrEMP Isotherm RN, GAFFEMP Composite, GAFTEMP Coln , Composite N, BMCA EnergyGuard, BMCA EnerevG Comps: A r Ever-Guard G ' nard SO, EnergyGuard RA, Ener ...."..'° Composite, ISORoc, gyGuard RA Composite Minimum 1" thick N/A N/A BMCA 1-ligh Density Wood Fiber, GA&'I'E RecoyerRnard w..,. ;tics,,._ G . F .,< _ _�s iv Density �'4' Fiber, GAS °I' MP 9 . a+w Fiber, GAa+ i' ij j FTh rtD Minimum V2" thick N/A N/A Periite, GAFTElygp® Permalite®, Permalite Tapered, Paroc Minimum 3 /" thick N/A N/A Fiberglas (Min. 25 / e ," thick) N /.A NIA Note: All insulation shall be adhered to the anchor sheet in fall mopping within the EVT range and at a rate of 20-40 lbs/100 ft Please refer to oofin approved v Application asphalt Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of appmvei ter) Y41 tim....i i_..._.. _ , `r r °°`'°" "'�"` �'�u� as the final memembrane substra#e. Composite insulation panels niay be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATA VENT® Eliminator Perforated laid dry or a layer of GAIa TEMP PER,M_ALI' f'E or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 T.IltimaTM Base Sheet, Si RATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat - Weldor! Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 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 lap staggered and in two rows 12" o.c. in the field_ (Maximum Design Pressure —4S psf, See General Limitation #7) NOA No: 03- 0501.05 Expiration Date: 11104/08 Approval Date:10/23 /03 Page 10 of 21 GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFT11E) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The side aa The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure — 45psf, See General Limitation #7) GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved ann 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 psi; lee Genera T im t..{w #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFrT11 E) #12 or #14 Screws and 3" Plates, 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) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill - Tee (GAFTITE) 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 —60 psi; See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill - Tee (GA} i`l:l'E) #12 or #14 Screws and 3" Plates, 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. (Magnum Design Pressure —75 psf, See General Limitation #7) " � cum.: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra Base Sheet, GAFGLAS STRATAVEIT Eliminator Perforated. RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat -Weld 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: One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6 sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® 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. Surfacing: (Required if no cap sheet is used) Install one of the .following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® lmulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq.. respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW - VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening above. NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 11 of 21 Deck Type 11: Wood, Insulated Deck Description: '9132" or greater plywood or wood plank System Type B: Optional base sheet laid a_._. base �t laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more Iayers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate onl = P) (T nC ai eia£n -i, tpAN'l'11 a Kind -�� Density/ft' Isotherm BMCA EnergyGuard, EnergyGuard Its Minimum 1.3" thick 1,2.,6,9, 13, 14 & 218 1:3 ft= E'NRG'Y 2 GAFTEMP Isotherm RN Minimum 1.4" thick 1.2,65,9, 13, 14&21S 1:3 ft E'NRG'Y 2 Plus, GAFTEMP Composite N, EMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5 thick 6S, 9, 18 &21S 1:3 Perlite, GAFTEMJ'® PERMALITE Minimum /" thick Fiberglas Minimum 151 thick porn• Minimum 3/4" thick 1S(3.5 "), 6S, 9, 13, 14 & 1:2 ft 21S 1, 2, 6, 9, 12, 13, 14 & 1:2.67 ft 21S Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum 1" thick 1,2,6,13,14 &21S 1 :4 ft' Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density oofin Application Standard RAS 117 for fastening details). �' ( See R g pp s�ning )• GAF requires either a ply of GAFGLAS STRATAVENT® EIirninator perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only _P) (Table 3) Density /ft2 Any of the insulations listed for Base Layer, above. N /A. Noe High FTE h Density Wood Fiber, GAME ® High Density Wood Fiberboard, PERMALJTE® Recover Board Minimum 1/2" thick N/A N/A 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 -40 lbs/100 ft Please refer to Roofing Apptfcation Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No: 03 0501.05 Expiration Date 11/04/05 Approval Date:10 /23/03 Page 12 of 21 Bay Shpt• (Optional) _: (Optional) instaii one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMA Base Sheet, GAFGLAS® PLY 4®, GAFGLAS® PLY 6 ®. GAFGLAS Plea Ply 6, GAFOLAS® STRATAVENT® Eliminator Perforated(laid dry), RUBEROID Modified Base Sheet, RUBEROID Mop Smooth or RUBI ROM® 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 lbs. /sq; (see General Limitation #4). Pty Sheet; Two or more plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 ply sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. (See specification number for appropriate number of plies). Cap .l'}►an4• iti.s r Shop (Opuunai) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 lb-s./sq. (See GAF application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following:) _. GAF Special Rooting Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Design Pressure: - psf; (See General Limitation #7) NOA No: 03-0501.05 Expiration natp: it i(udinst Approval Date :10 /23/03 Page 13 of 21. Deck Type 17: Wood, Insulated Deck Description: 19/32• or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached: Base layer optional. All General and System Limitations shall apply. One or more Iayers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plant plate 07111 — p) - 3 , [�CFOam -t, GAI±`TEMP® Isotherm (II uv1C JJ Density /ft2 EnergyGuard, R, GAFTEMP Isotherms RA, GAFTEMP Isotherm RN, BMCA rgyGuard, EnergyGuard RA Minimum 1.3" thick E'NRG'Y 2 N/A N/A Min. 1.4" thick N/A N/A ISORoc, E'lvi Iii 2 Plus, GAFTEMP EnergyGuard Composite, Composite A, GAFTEMP Composite N, BMCA Iwsite EnergyGnard RA Composite Minimum 1.5" thick Ni A N/A Perlite, GAFTEMP EpRM A s fl' a °r l L' Minimum 3/4" thick Fiberglas Minimum ' thick N/A NIA N/A N/A Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer lbelow for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the calv fa s t ener de_sity. Please Application Standard RAS 117 for insulation attachment. GAF requires eith a ply of GAFGLAS STRATA'VENf® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. �7➢Cinpalin» far �r.._ Layer !ns at.�j fn = op Layer (Table 2 ) Insulation Fasteners Fastener (When applicable: Steel plate only plane plate only =P) (Tabl y 2 ACFoam - GAJ"I'1 MP® Isotherm R. BMCA EnergyGuard, e 3) lDensit !ft Minimum 1.3" thick EaergyGuard l A 1,2,6,9. 13, 14 &21S 1:3ft E'NRG'Y 2, GAFTEMP Isotherm RN Minimum 1.4" thick 1, 2, 6S, 9, 13, 14&21S 1:3 ft E'NRG'Y 2 Plus, GA11'EMP Composite N, BMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1 5 thick 6S, 9, 18 & 21 • z ft2 Perlite, GAFTEMP® PERIERIl+ ALITE ® Minimum 3/4" thick 1S(3.5"), 6S, 9, 13, 14 & 1:2 ft 21S NOA No: 03- 0501.05 Expiration Date: 11 /04/OS Approval Date :10 /23/03 Page 14 of 21. Fiberglas Minimum 15 / 16 " thick 1, 2,6,9, 12, 13, 14 & 1:2.67 ft 21S Wood Fiber, GAFTEMP® Fiberboard, G Minimum 1" thick High Density Fiberboard 1, 2, 6, 13, 14 & 2IS 1 Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased m itai,„ing the sarne fastener density. Please refer to Rooting Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVEN']C® la'.liminetnr Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Racy Rhea• rs�� _. ,. - -- - (vpuona') install one ply of GAFGLAS® #75, GAFGLAS #80 U1 Tm Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS FIexPIy 6. GAFGLASO STRATAVENF® Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID Mop Smooth or RUBEROID® 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 IbsJsq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in Ply Sheet: this approval the use of an overlay board is approved; see General Limitation #4. Two or more piles of GAFGLAS® PLY 40, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly 6 ply sheet, #80 U1tiu ,, , RUBEROID Mop Smooth or RUBEROTD 20 adhered in a lull mopping o approved P applied _ - g maP'P g pproved as bait a lted within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFt:'LAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within. the EVT range and at a rate of 20-40 the Surfacing: (Required if no cap sheet is used) Install one of the following:) 1. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an application rate of I.5 gal./sq.; or GAF WEATHER COAT® l m4lsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. � 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Ton Coat MR Plus (M 715 Mb Coating), .. Coat -- Plus ��,�..�„n g GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. - Maximum Design Pressure: - psf; (See General Limitation #7) NOA No 03- 0501.05 Expiration Date! 11 /O4/OS Approval Date:10/23 /03 Page 35 of ' . 1 . Deck Type Ill: Wood, Insulated Deck Description Y..., vcni tiEkfTL 19 e / or greater plywood or wood plank o System Type D (1): Insulation and Base sheet simultaneously All �'.:s+stae - nl a..7 C��...L..� System -- r arid Limitations shall. apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft ACFoam -I, E'NRG'Y 2, GAF'TEMP® Isotherm R, E+'NRG'Y 2 Plus, GAFTE'MP Isotherm RA, BMCA EnergyGnard, BMCA EuergyGuard RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firm! y butted joints. Minimum thickness, 13 ". GAFTEMP h Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1 ". Base Sheet: Ply Sheet: Cap Sheet; Install one ply of GAFGLAS® #75, GALAS #80 Ultima Base Sheet, GAFGLAS® STRATAVENT® Eliminator Perforated or RUDEROID® 20 base sheet applied over the loose Laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: GAF FITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 3 rows 12" o.c. 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 #7) GAFTITE #12 or #14 Screws and 3" Plates are 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 —75 psf, See General limitation #7) GAFTITE #12 or #14 Screws and 3" Plates in 4 rows 12" ac. 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 psi', See General Limitation #7) One or more plies GAFGLAS PLY 4®, GAFGLAS® PLY 6® Ply, GAFGLAS FlexPly 6 she #80 Ul n ja or RUBEROM 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. (Required if no cap sheet is used) Install one of the following: GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an application rate of 1.5 gal /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal /sq.: or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. NOA No: 03- 0501.05 Expiration Date: 11/04108 Approval Date :10/23/03 Page 16 of 21 Maximum Design Pressure: See Fastening Above Asphalt flood coat at an application rate of 60- lbs. /sq. 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively, Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAP WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 17 of 2.1 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Fly 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 A" Dens Deck or Y2 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.lsn.. or m hani 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' maximutn. 4. An overlay and/or recovery board insulation panel is required on all applications ever ( -insect cell foam insulations when the base sheet is fully -- - • _ sheet y mopped. If no recovery board is used the base shut 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break s- • ll be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application. Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. 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 a specific system. Should the fastener resistance be less than that e design n value listed within Build Building Official, a revised fastener spacing, required, as determined by the ing Architect, Official, g prep, signed and sealed by a Florida Registered . _.. ginnar, Arciiitec:t, 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 Roofmg Application Standard RAS 117. (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 with 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, perhn titers, 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.) In_ A11 nrnrin�tc listed L.......:.. shall have Ali produ. s tasted herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B - of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11)04)05 Approval Date :10/23/03 Page 21 of 21 BUILDING 5 ' Permit No. PERMIT APPLICATION. NOV 1 7 2006 Master Permit No. 12•T -2499 FBC 2004 Permit Type (circle): Building r. r. Electrical Plumbing Mbt'E Owner's Address 1 ( 77 N* of 1 TE2Q.. City LA\ c orli ShCaSstate 4 Zip '531 344 Owner's Name (Fee Simple Titleholder) Tenant/Lessee Name Job Address (where the work is being done) 1 1 i' q i 7 I� City Miami Shores Village FOLIO / PARCEL # / 1 —32 O — OD( - oI Is Building Historically Designated YES NO Miami. Shores Village ill Iqlo Building Department � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 County Miami -Dade Contractor's Company Name a'n' O1 {{ m ose # 305- 225 Contractor's Address I 1 fee.$4 Loa./ Cit Q1O -€V CtO Zl t'LQ 5 State -/-L Zip 320‘43 305- aa5 -g37q Qualifier Name Z31 k) �{ jrc'S State Certificate or Registration No.0 �0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition. ['Alteration Describe Work: v ( S U 01Q 11.) Submittal Fee $ Notary $ Scanning $ G. CO Bond $ Structural Review. $ Permit Fee $ Training/Education Fee $ Radon $ ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F ************** * * *,* * * * * * * * * * * * * * * * * * * * * * * * * ** 'f� DPBR $ Code Enforcement $ Double Fee $ Phone # Phone # Phone # Phone # Mechanical Square / Linear Footage Of Work: Zip 3 51 34o ['New ® ,, 1 Repair/Replace CCF $ CO /CC ❑ Demolition . Technology Fee $ Zoning $ Total Fee Now Due $ 41.0() See Reverse side —> 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of s ch posted notice, the inspection will not be approved and a reinspection fee will be charged ►•III 16.■ The foregoing instrument was acknowledged before me this /CC The foregoing instrum nt was acknowledged before me this} day of &X l , 2COLay gl : 00/ AM) Signature who i NOT Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Owner or Agent da of 000)j ,200(63 ' _I14C-fe ersonally known ROBERT GUTIERREZ MY CONIMISSION # DD5f12115 XPIRIiS: IX,. 2 7 . 2ill$) 0153 _'o•ida Notary Sr4N ce com me or who has produced As identif n oath. )kignature .0153 who i personally lct or who has produced ntification and who did take an oath. NO Sign: Print: My Commission Expires: Contractor kICROBERT GUTIERREZ MYC 'SION #DD5022?5 . Dec. 27. 2009 otary Service com 070 Plans Examiner Engineer Zoning l BUILDING (01101 , .. Permit No. C' -21-99' PERMIT APPLICATION (A'''° Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) --- ialc24-1 4. 1.=- 1 t 4 Phone # Owner's Address '1111 N.e G t T. RJR City kivtaryl , State � Tenant/Lessee Name Job Address (where the work is being done) 1 1 N1� t City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 ' 1 0 ( Is Building Historically Designated YES Contractor's Company Name 40 l e City till 4 CC5■_ike__ % / A tate' Zip Qualifier Name / ! ( Phone # S Z25 - R 3 7 State Certificate or Registration o. (CC__ 05832 C7 Certificate of Competency No. Contractor's Address ,Al l Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 6000' Type of Work: ['Addition ['Alteration _oof CRL ! fi r ,) Describe Work: I.6V Submittal Fee $ Permit Fee $ Notary $ (� /� Training/Education Fee $ Scanning $ l'0 Radon $ Bond $ Code Enforcement $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NO_ zip 3315R Phone # Phone # Phone # Square / Linear Footage Of Work: ['New Repair/Replace CCF $ Double Fee $ Technology Fee $ Zip ? .5''7 qU5 * * * * * * * * * * * * * * ** CO /CC DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ �, �/LJ See Reverse side —+ OCT 0 5 MME B Y: UAl 5 Sd sq.F ❑ Demolition 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the j, 'b .,it for the first inspection which occurs seven (7) days after the building permit is issued In the absence of •h posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �� (! I Signature Owner on The foregoing instrument was ow day of 20 t c,.. who is ersonall NOTARY Sign: Print: (Revised 02/08/06) My Commission Expires: APPLICATION APPROVED BY: 14011H ( � L;lib itKk "t vilssION * Dnjw222 c.27, Contractor The foregoing instru nt was ackno day of (X. Lc 20 of;�, by y known to m� or who has produce. who i personally known mme�o who has produced ,,Aa identifitat'idri and Aoilid�take an oath. NOT Sign: Print: My Commission Expires: 0 /`D efore me thi as' identification and who did take an oath. !,4 +I).)w Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF ARSI INSPECTION PERMIT NO. TAX FOLIO NO.11 — 320 5 0o) 6) ! c� STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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. 1. Leal description of property and street/address: L-6 — A-<< c E2 g w ©P co/ I 1 2. Description of improvement: 3. Owner(s) name and address: A�./YL L c5 1 > j�U�� SNP Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 9. Expiration date of itferent)dat Sign ture of Ownw/ Print Owner's Name Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 C �7.1TE OF F`_r,■ 5. Surety: (Payment bond required by owner from contractor,,,; any) Name and address: Amount of bond $ 6. Lender's name and address: WI NEJ r�, h • , HA ?BEY RLP :1..:I_ 7. Persons within the state of Florida designated by Owner upon whom notices or other docu provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 111111111111111111111111111111111111111111111 C=FN 2006R.1092339 OR Bk 24993 Ps 4159; (fps) RECORDED 10/12/2006 11 :06 :32 HARVEY RUVIN► CLERK. OF COURT MIAMI -DADE COUNTY FLORIDA LAST PAGE is may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Of Commencement: (the expiration date is 1 year from the date of recording unless a ty' kox-2 Sworn to and subscribed before me this g day of t P7 t1 6 2O DG ,,, ose D Santana Cnmmissinn #DD117770 A: . I) I= Expires: Jun 24, 2008 s " Atlantic Bonding Co., Inc. --' Prepared by � � �- Addre s r- c ✓.�ry a9 S 17 / n •— •• n ac or • t• • v • C esse units -. to show • .a iew= • fr. penetra • 1114. P caul° water distress a Re C • - 1 s Ve the s ctural e 0 - r- t r- `? W7 - n Lb OCT 0 5 2006 ,11, BY:_ SECTION 1524 ICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As' e t i it is the responsibility of the roofing contractor to provide the owner with the required to ain to the owner the content of this section.. The provisions of Chapter 15 of the Florlig govern the minimum requirements and standards of the industry for roofing system ins Ilan. sa A tionall, the following items should be addressed as part of the agreement between the o • - - nd``t e co ractd . The o er's initial in the adjacent box indicates that the item has been explained. thetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) purpose of providing that the roofing system meets the wind resistance and water intrusion ance standards. Aesthetics (appearance) issues 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 s part of the agreement between the owner and the contractor. iling Wood Decks: When replacing rooting, the existing wood roof deck may have to be renailed e with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building e roof deck is usually concealed prior to removing the existing roof system). mmon Roofs: Common roofs are those which have no visible delineation between neighboring houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner y the occupants of adjacent units of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof deck r4g caa be below. The owner may wish to maintain the architectural appearance,•therefore, roofing nail ns of the underside of the decking may not be acceptable. The Florida Building Code provicfes.the aintaining this appearance. • • • nding Water: The current roof system and /or deck of the building may Aot chain weW • inay o pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural may require the review of a professional structural engineer. Pondina tie` life cy and performance of the new roofing system. Ponding conditions may not be evident until the ori6inal • stem is removed. Ponding conditions should be corrected. • • • verflow scuppers (wall outlets): It is required that rainwater flow off 90 tiiai the r•od rs not rom a build up of water. Perimeter /edge walls or other roof extensions may • block this cis& rge if ppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance a Building Code, Plumbing. tilation: Most roof structures should have some ability to vent natural airflow through the interior of ssembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be consider additional venting which can result in extending the service life of the roof. f '` I / C J I Orfer /Agent's Sig`natre Date 1 "7 - 7 U L 1 i 1ij E Property Address Permit Number Rev:1/20/2005,Computer Services, Building Department Contract • s Signature • • • • • • • • • • •• • • 123_01-48 5103 PAGE 2 1 High Velocity 1 Section A Genera Information Master Permit No. D (0 q Contraar°e Nettle Job Address 1 'mom al..... ❑ Asphaltic shingles ❑ New Roof Florida Building Code Edition 2002 Application Form. Kuntwne Zone Uniform Pemit No. tiarirl U' r ROOF CATEGORY ❑ Mortar /Adhesive Set Tile iJ Wood ShingiesrShakisis Are there ❑ Prescriptive BUR -RAS 150 Gas Vent S Yes ROOF TYPE Type: Natural ■ LPG e-Roofing ❑ Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles Low SIo Roof area (SF) steep sloped Area (SF) Total (SF) .... • � �� •••• • 1411: S ..■. 511..u1 . ,. -�.- -1111 .. ■ a 11�.i.�GGGG■rl r • n�CCe■.1r �i�"1Cre__ ■ _. lEli _ :C. 12 Section B (Roof Planl Sketch Roof Plan: illustrate all [wets and sections, roof drains, s � PS. ov�flgw; scuppers and overflow drains. include dimensions of sections anti 16t eis, clearly . 11 1 1 . Identify dimensions of elevated pressure zones and location of parapets.• • 1 ....■ l... l....■1► rv_ i■■./■ r. r... r/■/ r■....■■ r. . ro■/■/.■/r.rr /...■ n ■C. ■ QI'.1�1MU - Jr:iUUCiiiiiiOUNUM 11 i GS uuuU■ _■�■■■••r/■r■■ �/ ///r /urtl.//./■ ■ r// ■ r■.■/.A ■■■ ■ .■ ■ .� ■■ f r.■.■ ■ ■ ■r /r /■rr ■■ ■ / ■ ■r ■ / /r/ r.■/.. // Ndr ■ ■cAif' .'1.11� 1� `iitil�� ■..■ Nn. r.■.■ r .r..r's�.r ■■./.■■.C■■.■■..'�■�C G CC /,. �■, 3 1111 C:tG'1�;.. /. ■ ■... ■.. 1:1 :11"11 ° :11 ' : ' ' 11.0' '• 1 1 ■ ■ ■. 1 ` ■■ ,111..1 11■� 1■fi C.iCC ■..Ulla WI .• ■ : . / C l: :1 ■ ■-. � ■ .■ f■... - .. .. ■ _ . 1�1 .1. 1111.11M4 _-i op.1.a 111 •/__■1__ AMP - . Al . Za 11 -, 11.1 U.CUC �V t �5 U•l G0 1. - �� . �� .. �■■ t.. ■ r ■ 1 1 ■ ■ %wn MVO O 1 .. UI:% 1.IONIMM ■■ •U\1 1 �.M■ ■■d iO I ■1111 NI 1.■ l■. ■ ■.. WORM II ■l ,.u0I...11NU P `���� i \.0O\ tiu ■uuiu • • i 1. 011 1 ! { 1. ■ 111' 1 1. 11■ 1. ■ /.■ /■ /.. ,/ / l' l.1 ■/.:. - � iYaa.■l j -■ ■ n� 1 •1111 ■ •. •111•• III /■:'.~,1 /[�d i■� . ■ ■r.. n ■ G :1i ri 1 . ��)•.� 1111 i 1 1 'D /11 >, \11■ ■ � 1 . 110 ■r ��i ■r/ - - . ■ 11 ■ . i11■ " '■1l /o ..J1 . 1 ■.pp Uj ji■■1:0�l■■1■..■■■. u ■ r. 4' : ■ NI ■ 1 ■ ■ / . .l O.1Iu....'ul1 ■'i..■.■.11 1 • Pi 0 /ir 1III! ■ 0.111 _ 11 11 1 Minn ■ . ■.. ■ .. ■orr.1 J. t..■ ■ � . end�--.CCU DIII• ■ i ee = 1 • � 1 1 0 : � UllI U��1 C :: ' r� 1 1 1 : " C C:..... . . ' . 1 i .�G ■■ ■ /r 1 1 0 1 ■ in •;. • 1 u nam nd a m roma ...MP. - .11111 V.. l■u. •u u ■ n • 1 ill i ni mpg 1 Uiii 1M %111\ ' ° i i 1 % : :1:1 ■1. lI � �"GI ■ m uu u.. L �i ■ �. 1 11. 1 '' ■. ■ OWE WOMB n i�C i i.i � i f 1 r 1 1 i � �i 1 ■GG MM. . 1 ■ U10 1 N Ii _ ■ .11 : ■ ii i ' ■ r.." ■ 1■. ■ ■.■ 1111■ ■1 ■■■ ■ ■ ■ ■■■.l1 ■ 104 mum i....11.Ul.1.0 ■•011.1.11 ■s l t1i1i . r ■■1Ia_..■1.1111 ■/1 r= ..1...Q .31�'.it■... A. m mm ONO _„_,,j7tiill •••• • • • trj ... • • .... • •.•• • . •. M ••• • • • • N•.. • 000 00 • • • • • . . • 1 • •••••• • 1 • 5ri.3 PAGE3 Section C Low Sio Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not u, d. identify as NA') System Manufacturer NOA No.: Design Wind Pressures, From RAS 128 or Calculations: : t t L ^ 1 31 4 Pmax1:� �� Pmax2:� Pmax3: 1 1 Max Degri p r' u r orn u: fn. NOA Dedc T 1 i� Gauge/fhickness: Slope: / e /l 2_ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. 1 i r,(_,-rj 'Mean Roof Height. Parapet Heigfat, • • • AnchorlBase Sheet & No. of Ply(s) �' :-leight of Base 'Flashing, Comperefb Materi'vf, ':lateral T Nckrass, Fastarer flp4, rastenar... Spacing or Submit ManufactureIrs• eiails eat. • Comply with RAS 111 and Chapter 'I'b. • • .afi,hcri8ase Sneer F astenerlecr iding insulation Ease Layer. ltir ion 'Size iokr.ess : �- -- tease i; s�:a� • -• Base insulation Fast : rrer/Bonding Material: Top ...,..1at�.re Layer. P� Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. � Top Insulation Size and T hiokness: t'± ! • "ter' ;ili;:a:: !',- ,J_�f'!....�U:•.... 7'y �.id:ci -1:: Sale S �at;s} ?r : Pty(s): ;a�.. • '3 Ply to .t(S) of Piy(5): �i•� h r.t F:Qtanori nr(iinn ° ^. °_i :ah • Top Ply: 1 : ' T Fastarier/ B.a'tt:"t 'M%.,r i ALT Lr , ed Roof S stem Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc Lap, # Rows © oc Perimeter..' oc C$ Lap, # Rows ( � oc Comer = oe C� Lap. # R awl a ‘49 oc Number of Fasteners Per Insulation Board Field N t Perimeter Nl i Comer •••• .... . • . • •••• .... • •.. • • • ▪ i • • • • • • • • .• • 1 i P'a 1 Mean Roof Height • • • • • . • • • . . • 174 ROOF COVERING MATERIALS UMW) Roofing Systems (TGFU) Deck: C incline: 3 Insulation (Optiona It Coe or more Iirreis pi IV-a fibet glass fiber. isoryanurato. wr.thane, perrate.../istacyarwarear urethane composite, wood fiberlisocyanurate composite, .04toollic, any thickness. Ply Ebert: True or more lavers Type GI "GAPC",..LA5 Fly 4 or "GAFGLAS Ply V. hot mopped: Surfacing: Gravel. 2. Deeiw C rncitrm z Insulation (Optional): One or more layers perlitt word fibet glasa fiber, isocyanurate, urethane nedite/isocyarturate coropcte, urethane Ma:ptuite, wood fibe'rlisi•. ciinipdsiie, phenolic. an y• thickness. Ply Sheet Three or alar., layers T'pe GI "GAICLAS Ph- "GAPGLAS Pty 6. Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surti Cap I Nt_ - - • A-94i/I.C_,=. fi tsulation (Optional): One or more 1i parbri: wood bet glass Slyer, isnr3nnurate, urecharperffiefisncyanuraie.,cenpzpoUte, 0 - urethan < ectm0psite, ward fiberlisocyanurare colopcwfte, pbacrik, 2 tit_ max. Ply Sheet Two or niore takers - Cype GI - GAFCLAS fly A" ay t GLNS Ply 6". Cap Sheet bile layer Type G3 "G_AFGLAS Mineral Surfac Cap Sheet"- 4t Insulation (Optional): rerlite., Flasbpr.Phtyt?:ioyartirite: woad tiber. mechanically fastened, anckness: -':,- • :-- ' • - - 1i-. Base Sheet One or rnote 'r;11PGI.,_32 F75:._ Base Sr P:y ;heel! One o m r ore tfa3f TIT ,....- .•VArs...,1_ ''' ---.' 4 ' 64. - C - " , :g• - GLAS Ply 6. r. - Cap Sheet Type G3 "GAFGLAS Mineral Surfaced C.ap Sheer. ht4 -- - mopped. Surfacing: "Rreshieid M. 25 - 3 galf:sq. 2005 ROOFING MATERIALS AND SYSTEMS DIRECTORY 1 Insulation. ..... or two lavers "Isotherm R. 4 in. max. ha I Ply Sheet A as U I. Casdfiecl gravel surfaceii Class A a: glass fiber mat system. . 5_ Deck: C-15/32 • Iodine:1 I Slip Sheet (Optional): Red rosin paper, nailed to deck_ . ... Bast Sheet One layer Type G". - e75 Base Sheer (may be i nailedl. ' • Ply Sheet One or more layers Type GI "GAPGLAS Pty 4" or CAFGLAS 1 _... i Ply V. . Cap Sheet: One layer Type G-3 "CAR. Mineral Surfaced Cap Deck: NC foclint 3 Base Sheet One layer Type G - C_ArGl...A..5 V3 Base ateet". I Pty Sheet One nr rupre Im,v--.5 Tyi.x. Gi -- cs'AFC.:-Lt_5 fly - ;if - 1. - .;f1.Ff i . . CLAS Ply V. Sheet". Cap Sheet One layer Type C--3 - taA__FGE...A.5 Ni....in.eral sz:1-t-,...._,----d cap I Deck: C-15/32 triclin= 2 Insulatiore One or more layers partite, glass fiber, i:uncydruz.r.tr, : zsx 1 thane:. TrErilie 1 itocyaruiraie compnsite perlitelurethare Lo.,:j..te phe- I riclic. LB in. ntin (case( inium plywood joints 6 ix3.1 i - Base Sheet One or more lay Ti G2 ar C3. membrane: One or morelayers" i - Torch (Smooth or Granule). "Roberts Ta Pia" t•trp..r.U.1111 -1=t1t-mr...14-.Tr t.-57',..,"1-:;('-‘7"...-r-24 or "Ruberoid Wlop Plus fgzanule„): Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet". hot mopped_ 1 Decir.: C-15/.32 _ ittrAlite.: 2 Insmlaan !Optiorull; Or ea :noir I.....teis lite.. 'ecch-'-1 fa-:-'":. fiber, isocyanumte, urethane. pedite/ iso coraPosi. FecHlei i 3. thickness. urerhane composite, work fiber/isOcyanurate composite, F./leo:lir, any Base Sheet: Two or more layers Tvpe G1 dr (13. -_ • • Ply Sheet (Optional): One or more layers Type GI . Membrane One or more !al...J.9 "Rub=itl. Tare: nooth or Cmi - Ruberoid a 77 ■ t 4- 4 ÷ ROOF COVFati# fr Roofing Systems (TGFLI)—Continficd •. . ) . Deck= G-15/ 32 r ••• ' Inclin: :41/2: . - - • _ !,31(. insa tOptionaii: Ore or.: inaseziavers ;:.erlite.' irlhA iib&: ‘... : • 1 - WneT. ibberaro.leitr., Urelhart. F ? Urethane CrEnPaSite, retried fiberlbalcyanurate composite. phmolic, i. n, ) 1 Deck C-15/32 "o' incline3-i 72 4striation COpticrnalk One ale pertite, '1.: ,...... f.-. tlickness. Fly Sheet. Two or more layers Type G.2 3. P'iy.."..f or j. GLAS Ply : : .. f -. Cap &Beet Tyi.le G3 C_AFGLAS Minr 1. Ciap Sh... . . . - . =supped. iikr, isacyailiiatie. or perifterfiscxyatturate composite, perfre) { : 1:0 r: :ie too. lrs IVCAUd tibe,, ,A 0 methane am:v(1Si*, 14•0114 fiber/ism composite. phenolic, an - yers Type GI GAFCLAS Insole/ha n (Optional): 011.12 r": ritert 1 a.,:terf. gt ...I —. :;1:... net ' - • • • .• • lb -, isocyarfinate, ure.thane, pellitelisocyhtturaa. compOiR! pei . toethare catripx41e, wood blier/i.yarturatit timiposite, phenolic; my • 0 • •t •!• thicimesa. • - .3. liji. Ply Sheet Three or more Laver s Type GI "AFCLAS Ply -I" or : • • *mit "G.AFGL 6" AS Pie , hot rncpped with coal, 61.1 • ' . i . Sur •••• • • • • G.- CONIBINATION HOT AND Clili , , „ ,i ,, • . ,, !... ' Class A • • • • • ; - • • • • Pt: i. Dedic-NC lacl ;• • • • • • • .c. ...- In.ndalion lOptionalk One or more leyeirpt,1:1R1 wool::: fibeeor glass • iell - fiber 2 in max_ • • ?Iv, Sheet Three or more layers Type GI ".GAFGL..-45: :I: . .4** ° G ... 4 .. ".L_ Ply V_ -- • • • • • • Ill SnreaSe rrtertzi, Fru-iiist•-■ ., .. ..1 0.4u .. ,...,..... A- ......-i • . • - 1.11i11 ,{ i • , I-372 ga.lisq. • • • CeoLNC - - Incline: I PI,: Itrsulabon (Optional}, Oita. CT more layers perlite, wood fiber. glas-i jaa 11ffethTS., periite/Isckyarturate composite, peillmi urethane cOrtiposile wcild aTheriisocramtura a te co phenolic. sill 2 a Three or more layers Type CI "GAFGLAS Piy Cff "G.A.MLAS Ply V. Dean NC Cpat Ernuirsi ai 3 galis9. Indine: 1/2 One or two byes - Isotherm 4 in.. hot mopped. flysheet .Any LILCossifia surfaced Class A asphalt glass l'Ictr Deck: NC Incline: 2 . "1$- wove, aer ario atm fitm any artall:tsocian per Erbed lite, lanicab isocyaa f a as te tened icon:pos:te. •••-• Deck: IVC Cap Sheet: "CA FCLA4 Mi L t g all ' 2141. #0*C; a 7 3 beer":11. rro pped • '' • . Rase Sheet One ply Tvpe CI ur 12 roiathanicall to.,o- n'eli or lot - Orae Or trulre Plies T3-Te GI or C..L adhered with hot roofiag -••• Atea Em", - IGAF Premium Fibexed Aluminum Roe Coating - Ill ther Cnat ulsion 3 gall - :. 1 1 Perlite,g,law.- fiber, polyisocynnoratc, wod fiber .1 mechawically fmstened, any thielmeas. Base/Fly Sheet One or mom plies Type Cl or type C2, hot :Hopped reutirka; - 3 741 . 1 <litd .. ;611 Cv4iins LOON FOR THE EX MARK OPi PROOtICT 0 ; 0 rL • , u S o 01 M1AMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 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 by the BCCO and accepted by the Building Code and Product Review Committee 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 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. 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 HalAtdne Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. • . •••• •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos Pty: state and. • This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • 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:these bas be tit? 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. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/7.3 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixrM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1ym 6 Roofmg BUR Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. bags 5 gallons ASTM D 2824 Fibered aluminum coating. 1 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 4601 ASTM D4601 ASTM D 2178 Product Descri ption Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. . . Surface coating for smooth.surfa fed roore ASTM D 4586 Asphalt flashing Cement .. • •••• •••• • • • •• •• . • . . .... • • •• • • • • • • • • • • • ASTM D 3019 Refined asphalt blended with Li mineral • • • • • ASTM D 3409 stabilizer and fibers. Per mits'adI1 sion io • ; • wet and dry surfaces. • • • ASTM D 4586 Fiber reinforced, polymer modified Flashing cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2of21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat - WeldT 4 170 FR RUBEROID® SBS Heat - WeldT' PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - WeldTm 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Product Specification Description ASTM D 2178 Type W asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D-6164 Non -Woven Polyester mat coated with polymer modified asphalt and sau ASTM D 4897 D 3672 ASTM D-6164 mineral granules. •••• ASTM D-6164 Non -Woven Polyester mated ttd with fire' retardant polymer modified and •' • • . •••• surfaced with mineral granules • • • .. • ••.. • • ASTM D-6164 Non -Woven Polyester matcoatpd with • • • • polymer modified asphalt atadswfaced with NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 3 of 21 • mineral granules. • • • •••• ASTM D-6164 Non -Woven Polyester matcoAteil with • • retardant polymer modified'Aph91t and • •: • surfaced with mineral granules. ASTM D-6164 Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D4601, Premium glass fiber reinforced SBS - Type II UL modified base sheet Type G2 BUR ASTM D 6163 SBS modified asphalt base sheet and ASTM D 5147 interply sheet reinforce with a glass fiber ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base s hy GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dni Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 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 #7) GAFGLAS Flex P1yTM 6, .Base Sheet or any of above Base • • sheets attached to deck with approved annular ring shank nails c tin;caps a't a • fastener spacing of 9" o.c. at the 4" lap staggered and in two roWS 9: Ac. in 1 4...• field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attacheli •to"deck wit?. ... Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. id Crows. One. • • row is in the 2" side lap. The other rows are equally spaced appi'aklTtely Q," :•: o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation' 7) • •••• Any of above Base sheets attached to deck approved annular ring shank nails • • , , • and 3" inverted Drill-Tec (GAFTI?TE) insulation plates at a fastener spacing o,• • • • 9" o.c. at the 4" lap staggered in two rows 9" in the field. • • • (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 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: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® 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. NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 galJsq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. t 20%; plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. • • • •• • • • • 0000 • • 0• •• • • • • • • 0080 • • .•• • .0.• • • • • •• • ••• • • • . • • • •0•• • • • • •••• • • • • • • • • • • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 • • • • • • •• • • • • • Membrane Type: Deck Type 1: Deck Description: System Type E (2): Anchor sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: Maximum Slope: BUR Wood, Non - insulated 19 or greater plywood or wood plank Tile Underlayment, Base Sheet mechanically attached. GAFGLAS® #80 Ultimairm Base Sheet, RUBEROID® 20 or Tile -Mate Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90 °) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exP1yT"' 6 sheet, GAFGLAS #80 UltimaTm, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS or Tile -Mate Cap membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No• • • nails or tin caps shall be exposed • • • • •• . * Membrane may also be installed parallel to the slope of the ropf dig, strapping). If membrane is strapped, then anchor sheet and ply sheet must aIsQ •••• •••• strapped. Refer to tile manufacturer's NOA. . . • . • • • . . •••• ••.• • .. • • • •• • • • • •••• Must Comply with Roofing Application Standard RAS 118, RIP J,19 RAS 110 . and applicable Building Code. •• • ••• • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 20of21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4 Dens Deck or V2 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 sidelap 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 12lbs. /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 For (F) value tif• • • 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If thg N tgner 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 attac'hanf is bas'.. • . • on a minimum fastener resistance value in conjunction with the maximum design vakiedist ed within... a specific system. Should the fastener resistance be less than that required, as detertlintd by the • • • Building Official, a revised fastener spacing, prepared, signed and sealed by a Flori2&$diistered • Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacttlg •. shall utilize the withdrawal resistance value taken from Testing Application Standath iTijS 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with 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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 Bill To MARIE DESTIN 1177 NE 91 TERR MIAMI SHORES, FL 33138 -3403 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 01/09/2007 Fee Name Friday, February 2, 2007 Reinspection Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 0_05)795-2204 Fax: 305 756 -8972 Invoice Number: RF -1 -07 -27194 Invoice Date: January 09, 2007 Permit Number: RF -10 -06 -2499 t Type Roof / Worts Classific 0 n. FOOT Repair Fee Type Fixed FEB 0 2 PQm Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type 02/02/2007 Check Check Number 1816 Amount Paid Change $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00