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RF-06-2802 Miami Shores Village A11r]1%) g De Buildin �� "� t Department � j 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 BUILDINGD momEWT Permit No. � C(o—) O; PERMIT APPLICATION NOV 16 2006 aster Permit No. FBC 2001 BY:__IBX --- ------ Permit Type (circle): Building Electrical Plumbing Mechanical Roofing I Owner's Name(Fee Simple Titleholder).J 0 Phone# � Owner's Address ' ` City ��/S�t-attee Zip Tenant/Lessee Name ►" Phone# Job Address(where the work is being done) )a-rlt o 1 itJ aa— nAd� City Miami Shores Village County Miami�Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone# Contractor's CityPP wState; Qualifier s 0^— State Certificate or Registration No. C 6-1 (?J V51 S1 Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# W $Value of Work For this Permit—c fj 0Square Footage Of Work: / j Type of Work: ❑Addition ❑Alteration ❑New 0. /Re air/Replace ElDemolition Describe Work: &A� 4;(—liw Submittal Fee$ Permit Fee$ �i�V �� CCF$ O CO/CC Notary$ Training/Education Fee$ d Technology Fee$ Scanning$ Radon$ Zoning Bond$ Code Enforcement$ Structural Plan Review. $ Total Fee Now Due$ (Continued on opposite side) 1 Bonding Company's Name(if applicable) Y Bonding Company's Address City S 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 7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a a reinspe tion fee will be charged. Signature ! Signature wn or Agent/'/ Contractor The foregoing instrument was acknowledged before me s S The foregoing instrument was acknowledged before me this_ day of ,20 D_b,by (fid" day of N ,20-by who is personally known to me or who has produced who is personally known to me or who has produced As ideratification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P I o�' d Sign: Si We y A Bums • ommission 118 Print: W". Expires July 29,2007 Print: My Commission Expires: My Commission Expires: ***************************************************** * ****)**** ***** *********************************** APPLICATION APPROVED BY: 6 l Plans Examiner Engineer Zoning Chc 05/13/03 *NTg&; Inspection Worksheet sri Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 4 ....est►. trb >::< � P.;: :::::::::::::::::::::::.::::::::::::::.:::::::::.::::::::::::::.:::::::::::::::::::.......................: .....................................................:::::.::::::::::::.::.........................................................................................::::::::::::.:::::::E � umr...:.:.R ... . . ... � .... Inspection Date: 12/11/2006 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: POTTIER, JOSEPH DEC 12 ENT'D Work Classification: Roof - New Job Address: 1284 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050270520 Project: <NONE> Block: Lot: Contractor: CERTIFIED ROOFING INC Phone: 863-696-0646 Building Department Comments Inspector Comments Passed Failed Correction Needed Re-inspection Q�Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Friday, December 8, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL pg tN Phone: (305)795-2204 Fax: (305)756-8972 .... ... ...I..................................... ........................................ ................................. . ...................... ......................... ... ...... .... ........................ ......... -02. ...,:::i:: ....... 'N F`�l 4 46 e0d'..." 4"'... i1i::::::.......:748.... . ...... ........ I.1 7- ........ Inspection Date: 12/11/2006 Permit Type: Roof Inspector: Grande, Claudio 2en Inspection Type: Tin Cap Owner: POITIER, JOSEPH Work Classification: Roof - New Job Address: 1284 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050270520 Project: <NONE> Block: Lot: Contractor: CERTIFIED ROOFING INC Phone: 863-696-0646 Building Department Comments Infraction Passed Comments TIN CAP SPACEING True Inspector Comments Passed Failed CAP Correction � Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Friday, December 8, 2006 Page 1 of 2 ,yaREsy,� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 .sem.` Phone: (305)795-2204 Fax: (305)756-8972 EMZ tN 9.7 °R'°P Permit Permit Status: APPROVED Issue Date: 11/17/2006 Expires: 05/16/2007 Permit Number: RF-11-06-2802 Owner's Name: JOSEPH POITIER one: Permit Type: Roof Parcel#:_ 1132050270520 Work Classification: Roof- New Block: Lot: Job Address: 1284 92 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 875 CERTIFIED ROOFING INC 863-696-0646 Yes Total Valuation: $ 5,000.00 Re wired Inspections Additional Information Tin Cap Type of Work: New Roof Additional Info: Hot MopTile In Progress Classification:Residential Up Lift Report Final Roof 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. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 RF-11-06-26788 $266.25 Education Surcharge $1.00 Total: Permit Fee-New Roof $250.00 Scanning Fee $6.00 NOV P, i PAID Technology Fee $6.25 Total: $266.25 M(4 I Building Department File Copy 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. Applicant Signature NOTICE OF COMMENCEMENT A RECORDED PY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION G F t4 200 6 1R 12 3 8 2 8 5 ,-- --y� OR Bk 25113 Ps 2566; (IPS) I- O(��5O 'TAX FOLIO NO.l j - 31, - 9 1? RECORDED 11/2012006 12:38:170 PERMIT NO. HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA STATE OF FLORIDA: LAST PAGE 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. L 1. Legal description of-property and street/address: 2. Description of improvement: ' 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: r.. _._._.._ 4. Contractor's name and address: , 5. Surety: (Payment and required by owner from contra ft. a5X} ;f Name and addre Amount of bond $ r 6. Lender's name nd address: 7. Persons within the s e of Florida designated by Owne ,upon no es or other doc is may be served as provided by Section 13.13(1)(a)7., Florida Statutes, Name and address 8. In addition to himself, ners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), lorida Statutes. Name and address: 9. Expiration date Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date i sp ied) ! Signature of Own �,/ L/ v� Prepared b � Print Owner's Name � � p Y Sworn to and subscribed efore me this day of , 200�_- � re�s: J / A a W,4 A.8u Ad? ` - E Notary Public Print Notary's Name My commission expires: 123.01-52 PAGE 12/05 Florida Building Code Edition 2004 High-Velocity Hurricane zone Uniform Per I�1 mit Application Form. �I \y 1�fte JU Section A (General Information) Master'Permit No. Proce�sN Contractor'sName { Job Address - ROOF CATEGom �► Low Slope ❑ Mechanically Fastened Tile ortth siv t Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles oi it, kes ANIRL AlrW ❑Prescriptive BUR-RAS 15o ROOF TYPE CurY ❑ New Roof ET Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM lRoof INFORMATION(Roo F) Steep Sloped Roof Area (SF) _ 0� Total (SF) 7� Section B (Roof Plan) ' Sketch : evels and sections, roof drains, scuppers, overflow scuppers and overflow drains...:. •••••• Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones 3r1d281ation'of !• parapets• ! ! !! . ! • 000006 • ! • •!!! • ! ! • !!!! • • •! ! tl no a. 31 ON`d 31d1S 3 Ol i-og ens 1d30 00-19 d]a UNINOZ V },d C13AOdddV f BJr� 'S ! llT? i JLOYN89d 3:2 Form AB-326 (Page 4 of 7) New 10/13/05 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope-Application) Surfacing: Fill in specific roof assembly components /f and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used, identify as "NA") Field: __1" oc @ Lap, k Rows a- @ �" oc System Manufacturer_____ _k0 _ _ Perimeter: --k" oc @ Lap, # Rows @ " oc Product Approval No.: 6_'� ., Os�l' D Z _ - Corner: �" oc @ Lap, q Rows �. @ / " oc Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners Perypsulation Board: Pmax1:"giQQ'L Pmax2:''g�-'l- Pmax3: Field _ Perimeter Corner Max. Design Pressure, from the specific Product Approval system — Sa J� -- Illustrate Components Noted and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Type:-W-60 _ _ Continuous Cleal, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc Gauge/Thickness: Indicate. Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope:_____ Type, Fastener Spacing or Submit Anchor/Base She t & No. of Ply(s): • • •• . . • Anchor/Base eet Fastener/Bonding Material: ....•• • Insulation Base La r: - ____ •••��• ; .y.. ••••• Base Insulation ize and Thickness: _ .•••�•I FT•..l ��•• Base Insulat on Fastener/Bonding Material: ••t� — • .f arao"1••�•• ..1. 9 - J Top Insulation ayer: Top Insulafi Size and Thickness: FT ____ 1 ]✓ Top Insul lion Fastener/Bonding Material: - --- Mean - - Roof Base Sheel(s) & No. of Ply(s): �JMa.� _ �! � q/� Height rI Base Sheet Fasyener/Bond irt�g M erial: t� Ply Sheet(s) & No. of P (s): Ply Sheet Fastener/Bonding Material: j I i-------------------------- ------ (� n Top Ply: i Top Ply Fastener/Bo in Material: FLORIDA BUILDING CODE — BUILDING 1533 M 1 A M MDADE bflAhfl-DADE COUNTY,FLORIDA _ METRO-RADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1693 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 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 Mon-Dade County Product Control Division(In Miami Dade County) and/or the AHI(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 Ruberoid®Modified Bitumen Roof System for Wood Decks. : .•• :""' ..•• LABELING:Each unit shall bear a permanent label with the manufacturer's name or logq,•c��,estate and •••••• following statement: "Miami Dade County Product Control Approved",unless otherwise notpi�prem. .... RENEWAL of this NOA shall be considered after a renewal application has been filed and thaehas baen'nd' • 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 mNisibn,pr changein the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of Say•:• �``•' product,for sales,advertising or any other purposes shall automatically terminate this NOtts Fat ire 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#02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga,RRC. AIML NOA No: 034501.02 Y Expiration Date: 11/04108 Approval Date:10 MM3 Page 1 of 32 ROOFING SYSTEM APPROVAL Roofing Sub-Category: SBS/APP,Modified Bitumen Rj&T-vve: Wood Maximum Design pressure -75 psf Fire Classification: See General Limitation#1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Tex Product Product Dimensions Suecification Description GAF Asphalt Concrete 5,55 gallons ASTM D 41 Asphalt concrete primer used to promote Primer(MatrixTm 30.7 adhesion of asphalt in built-up roofing. Primer) GAF Mineral Shield® 60 lb.Bags ASTM D 1863 Granules for surfacing of exposed Granules 100 lb.bags asphalt,cold process cement or emulsion. GAF Mineral.Shield® Granules shall be used for flashing applications only. GAP WeatherCoat® 5 gallons ASTM 1227 Surface coating for smooth surfaced Emulsion(MatrixTM roofs. Fibered 305 Emulsion) GAF Premium Fibered 1,5 gallons ASTM D 2824 Fibered aluminum coating. Aluminum Roof Coating • SSSS.. (MatrixTM System Pro .•. •••••• Aluminum Roof Coating g.S S.. • Fibered 301) e GAF Jetblack All Weather 1,5 gallons ASTM D 3019 Refined asphalt blended with a m . mineral' • SSSS �.... Plastic Cement(MatnxTm ASTM D 3409 stabilizer and fibers. Pe0itj�adhes i)n.... • SSSS. Standard Wet/Dry Roof to wet and dry surfaces..S.. Cement 204) .0 .. • .. . SSSS.. GAFGLAS#75® 39.37"(1 meter) ASTM D 4601 Asphalt impregnated anivmted glass . •• Wide mat base sheet. Sege ..Seg e GAFGLAS#80 UltimaTM 39.37"(1 meter) ASTM D4601 Asphalt impregnated abd 9A;ed, •••••• S Base Sheet Wide fiberglass base sheet SSSS.. .. SSSS GAFGLAS Flex PlyTM 6 39.37"(1 meter) ASTM D 2178 Type VI asphalt impregnated glass felts • Wide with asphalt coating. GAFGLAS Ply 44D 39.37"(1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt Wide with asphalt coating. GAFGLAS®Mineral 39.37"(1 meter) ASTM D 3909 Asphalt coated,glass fiber mat cap sheet Surfaced Cap Sheet Wide surfaced with mineral granules. GAFGLAS® 39.3T'(1 meter) ASTM D3672 Fiberglass base sheet coated on both STRATAVENTO Wide ASTM D 4897 sides with asphalt.Surfaced on the Eliminator Perforated bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 2 of 32 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 7/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS#80 Ultimam Base Sheet,STRATAVENTO Eliminator Perforated Nailable,RUBEROID Modified Base Sheet,RUBEROID MOP Smooth, RUBEROM@ 20,RUBEROID SBS Heat-WeldTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4®,GAFGLAS Flex PlyTM 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) GAFGLASO Ply 4®,GAFGLAS Flex PlyTm 6,GAFGLAS 975 Base Sheet or any of above Base sheets attached to deck with Drill-Tec(GAFITrE)#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 Pre 'ation#7) GAFGLAS Flex PIyT� ,GAFGLAS#75 Base Shof above Base sheets attached to deck with approved annular nng s ark Tin s and tin caps at a fastener spacing of 9"o.c.at the 4"lap s and in two rows 9"o.c•in tlg field. ••••• (Maximum Design Pressu 52.5 ps,See General Limitatiod#JJ �• GAFGLAS#75 Base Sheet or y of above Base sheets attached.t®deck witV •`• ••••;• Drill-Tec(GAF IM)#12 or#14 Screws and 3"Plates, l2"o.c.is acews. One. . row is in the 2"side lap. The other rows are equally spaced apWWAmgtely 9V...:. :••••: o.c.in the field of the sheet. 0000•` ••••• (Maximum Design Pressure-ape,See General Limitation#7;'': .••:• ••:••` Any of above Base sheets attached to deck approved annularru**:•$ auk nails Hd ' .•••;• 3"inverted Drill-Tec(GAFTITE)insulation plates at a fasten;sp=Ujg of 9"01. ....:. at the 4"lap staggered in two rows 9"in the field 9 • (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: (Optional except over RUBEROID Modified Base Sheet,RUBEROID MOP Smooth,RUBEROIDO 20,RUBEROID SBS Heat-We1dTM Smooth or RUBEROID SBS Heat Weld) One or more plies GAFGLAS PLY 40, GAFGLASO PLY 6®Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 1bsJsq.or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. ANhk NOA No: 034501.02 a Expiration Date: 1LV6= Approval Date:=W Page 28 of 32 Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,Ruberoid® Torch Plus Granule or Ruberoid®Torch FR torch app according to manufacturer's application instructions. Or One or more plies of RUBEROID®SBS Heat-WeldTM PLUS,RUBEROM@ SBS Heat WeldTm PLUS FR,RUBEROID®SBS Heat-Weld'170 FR, RUBEROM@ SBS Heat-WeldTM,RUBEROID®SBS Heat-Weldrm Smooth, RUBEROM@ U1traCladTm SBS and RUBEROMW SBS HeatWeldTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional)Install one of the following: 1. Gravel or slag applied at 4001bJsq.and 3001bJsq.respectively in a flood coat of approved asphalt at 601bJsq. 2. GAF Premium Fibered Aluminum Roof Coating,at 1.5 gal./sq.or GAF WeatherCoa?Emulsion at 3 galJsq. (Torch Smooth applications only) 3. GAF Weathercote®MB+(Matrix 715 MB Coating),Applied at 1 to 1.5 galJsq. 4. Top Coat®Surface Seal SB(Matrix 602 SB Coating),Applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening Above 0000.. •.•..- ...... . 0000.. 0000.. • 0000 0000.. • 0000.. 0000 . 0000. 0000 09000 00 0000.. • • 0000 • 0000.. • 00. 0000 •••• • • .. . 06:0 . . NOA No: 03-0501.02 Y Expiration Date: 11/0&08 Approval Date:1WY03 Page 29 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply Tm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/a"Dens Dock or lis Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LINIITATIONS: I. 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 20-401bsJsq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip " down center of the sheet allowing 8 ribbons in three rows one at each sidela and one do the g mopped P a continuous area of ventilation. Encircling P of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maidmmn design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. ; 9.0 :*so** 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attach lent is based • on a minimum fastener resistance value in conjunction with the maximum design vlifted within •••... a specific system Should the fastener resistance be less than that required,as detefthi y the ' ...... Building Official,a revised fastener spacing,prepared,signed and sealed by a Flori Rt.eststere&.... • ..... Engineer,Architect,or Registered Roof Consultant may be submitted Said revisedMtpper spa in .. ..' shall utilize the withdrawal resistance value taken from Testing Application StandaadLTAS 105}ll calculations in compliance with Roofing Application Standard RAS 117. 0.0000 • 7. Perimeter and comer areas shall comply with the enhanced uplift pressure regoiremants of ti:ese areas. Fastener densities shall be increased for both insulation and base sheet as calculated ia' 0000.. compliance with Roofing Application Standard RAS 117. (When this limitatidd is'spe *ta1y. 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,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers). (When this limitation is 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 911-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:1=3✓03 Page 32 of 32 r ` UL Listing TGFU.R1306 Roofing Systems Class A Fully Adhered 56. Deck: C-15/32 Incline: 1/2 Primer: —"Fire Out"at 1 gal/sq. Base Sheet:—One ply Type G2, mechanically fastened. Ply Sheet(Optional):—One ply Type G1 or G2, mechanically fastened. Membrane:— "Ruberoid Torch Granule", "Ruberoid Torch Granule 1 "Ruberoid Torch Granule Plus", "Ruberoid Torch FR", heat fused. ...... . ...... .... ...... .... . ..... .. .. .. . ...... .... ...... . . SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As It pertains to this section, it Is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance 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 be addressed as part of the agreement between the owner and the contractor. 2.Renalling Wood Decks:When replacing roofing, the existing wood roof deck may have to be renailed In accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code, (The roof deck is usually concealed prior to removing the existing roof system). _j�(!_3. Common Roofs: Common roofs are those which have no visible delineation between neighboring un is (i.e.townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. - 1 D 4. Exposed Collings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code pwvides the option of maintaining this appearance. 96 :00••• •• • • 5. Ponding Water: The current roof system and/or deck of the building may W-drain well• •SAA may :• ,cause water to pond (accumulate) In low-lying areas of the roof. Ponding can be aro kJoation of structural distress and may require the review of a professional structural engineer. Ponding•rnay shorten the life - expectancy and performance of the new roofing system. Ponding conditions may not be WWI:until:118'Iftginal • roofing system is removed. Ponding conditions should be corrected. .e lf• •• . . 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so-that the root is not •••2 overloaded from a build up of water. Perlmeter/edge walls or other roof extensions may block this djw4iarge if •• overflow scuppers (wall outlets)are not provided. It may be necessary to install overflow:scuppers in Ucgcdance ,•• with the Florida Building Code, Plumbing. •• • 0*:*, .... 7.Ventilation: Most roof structures should have some ability to vent natural airflow,through the interior of th structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to c sider ad al venting which can result in extending the service life of the roof. Owner's ignature da — Contractor's Signature 06 ' )6�bv Property Address Permit Number Rew,120MOS,computer$Mice-4-80th rg Department