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RF-13-0841Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208111 Scheduled Inspection Date: March 03, 2014 Inspector: Rodriguez, Jorge Owner: ZELKOWITZ, STEVEN Job Address: 420 NE 95 Street Miami Shores, FL 33138- Project <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Bunalmg uepartment comments Permit Number: RF -4 -13 -841 Permit Type: Roof Inspection Type: Final Work Classification: Flat Phone Number Parcel Number 1132060140461 Phone: (305)953 -3333 RE -ROOF TO NEW FLAT MINIRAL CAP SHEET ROOF Infractio Passed Comments WITH 1/2" INSULATION BOARD INSPECTOR COMMENTS False 05/06/2013 - PENDIGN NOC February 28, 2014 For Inspections please call: (305)762 -4949 Page 32 of 36 Inspector Comments Passed 10 Failed E] Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 28, 2014 For Inspections please call: (305)762 -4949 Page 32 of 36 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOBADDRESS: 420 N.E. 95 Street Permit No. PER-1 3 2014 FBC 20 Master Permit Ne: - M"4 °13—M- -- - ROOFING City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: 11-3206-014-0461 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Steven W. Z e l kow i t z Phone #: (3 0 5) 301-5533 Address: 420 N.E. 95 Street City: Miami Shores State: F1 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Quality Roofing Contractor, Inc. Phone#: ( 305) 953 - 3333 Address: 13800 N.W. 1st Avenue City: mi ami State• Florida. Zip: 33168 Qualifier Name: Carlos Arocho Phone #: ( 786) 367 -2029 State Certification or Registration #: RC0058627 Certificate of Competency #: 000017889 Contact Phone#: ( 305) 953 -3333 Email Address: qualityroofing88@yahoo. cc* DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: Type of Work: OAddition DAlteration Description of Work: ; Feanit Renews]µ— Color thru tile: tepa'u/tteplace r ;` Demolition RG ?, it Submittal Fee $ Permit Fee $ I CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent A The foregoing instrument was acknowledged before me this 7 day of JjIffay , 20 L�, by 6 7' VM W • W XoOPfZ , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: U Al My Commission Exp' APPROVED BY ALMA SOTO Contractor The foregoing instrument was acknowledged before me this day of &A I , 20L, by i1 i'-, who is person ally_known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: S"'s My CoM. was 080 26.2017 � My Commission Commission • FF 07737A Lf Plans Examiner MY CWNAsM #`FF 05= EXPIRES: Octobw 10, 2017 sw W UM try P0* UNWWbM Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT CFH 2 0 13RO338748 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Q C DED r 4/ �12{'� � � 1 ". i I +E�:OI1C'EL� �1��'3��r`yO1� 11 �3se^6 HARVEY RUVINY CLERK OF COURT f1IAMI -DADE COUNTYr FLORIDA PERMIT NO. TAX FOLIO NO. 11-3206 -014-0461 LAST PAGE 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. Legal description of property and street / address: 420 N.E. 95 Street Miami shards, F+'1 on da '3'A1 '4R 2. Description of improvement: Reroof to a new Flat Mineral Cap sheet roof. 3. Owner(s) name and address: Steven Zelkowitz 420 N. R_ 95 S_trPPt M ami Shores, F- 33138 Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: N I A Amount of bond $ 00 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner provided by Section 713.13(1)(a)7., Florida Statutes. A D 20 Name and Address: 8. In addition to himself, Owners designates the in Section 713.13(1)(b), Florida Statutes. receive a copy of the Lienor's Notice as Name and Address: N/A 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name, -' A )11 5 fVc"'S Z k - .Prepared by Marylou Hernandez Swom to and subscribed before me this 7 day of .201-3 Quality Roofing Contractor, Inc. Addresd3800 N.W. 1st Avenue Notary Public: Miami, Florida 33168 Print Notary's Name: n 5) 953-3333 My commission expires. ,,,, Commission #DD930046 Expires: OCT 10, 2013 THRC ATLA.�'T'.0 BO \DL \G CO., RM I - Teh (305) 795.2204 Fay: (305) 756.8972 INSPECTION'S PHONE NUMBEL (305) 762.4949 BUILDING pERAM APPLICATION FBC20 • permit ,� Permit N®. Master Permit No. `��) Owner's Nam (Fee Simple Titleholder) Steven W. Z e l kowi t z phone # (3 0 5) 301-5533 owner°sAddress 420 N.E. 95 Street City Miami Sh ra5 State Florida Zip 33138 Tenant&wwe Name phone # Job Address.(whm the work is being done) 420 N•. E . 95 Street City =; Shores V01= County =bade •Zip 33138 FOLIO /PARCEL# 11- 3206- 014 -0461 Is Bonding Mstorlca11Y ted ' YES N® Flood Zone C ontraetok's'Company Name Quality Roofing Contractor. Inc- phone# (305) 953 -3333 C0ntraot0es Address 13800 N W 1 st Ave ie City Miami State �_ari Zip ��16R Qualifier Naive Carlos Arocho phone # ( 786) 367- 2029y� State Certificate or Registration No. RC0058627 Certificate of Competency No. 000017889 Contact phone (305) 953 -3333 E-mail qua.lityroof ing88 @yahoo. com A chltectBngineer's Name (if applicable) phone # Value of Work For this permit $ $7.500.00 Square / wear Footage Of Work: 600saft. Type of Work: ®Addition QAlteration []New Q Repair/Replace ❑ Demolition Describe Work: Reroof W Pw Fl ai- Mi ncra fear+ chmt ;e f +++ch 1T211 4& 3;bAat ea beard. �T¢s03esYtYksboYokt9atadrk ��r�1�����' ���' �aL�drka43r& BrsYdcdcrkabtk�ko�dc�� .L�tesYkNtdcal¢tktlr9TetYYrkrk Submittal Fee $� L permit Fee $ CJ � a CCF S CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Due $ Total Fee Now Structural Review. $ - � See Reverse side a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city �= Zip �zip AFF 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 commencwuW and consl wadon lien law brochure will be delivered to the pawn whose properly is subject to attachment Also, a c copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days eUr the building permit a issued In the absence of such posted notice, the inspecdon wilt not be improved and a auinspection fee will be charged Signaatre,�o y,. Owner or Agent Signature �� �y,� Contractor The foregoing instrument was acknowledged before me this _1-7 The foregoing instrument was acknowledged before me this /7 dayof ,20s�by Sir- .d'e,Y. 0- ?e(ire av dayof 20j3 ,by who is personally known to me or who has produced who is persosaally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: print: NOTARY PLBL -STATE OF FLORIDA Print: My Commission Expires: ...... �= Marylou ernan ez Commission ## DD930046 My Commission Expires: - Marylou Hernandez ' Expires: OCT.10, 2013 Commission #DD930046 . . B O: 4' DEDTHRUATL .ii•TIC30-NDINGCO.,INC- '•., ,.•' Expires: OCT. 10; 2013 BONDED THRL' ATLA \'TIC 130 \'DD G CO., INC. skoti�t*sY�strsbs�otrst.kde apes& ksks4dWz��ksYOYkdesYa��nP�dcakaTcsia�ksrsksk�kak�4 ,katcdr9�aktkdrstykda APPROVED BY O -Pins Examiner zoning Engineer Clerk checked f.; (Revised 07 /10(07XRevised 06110tM9) Property Information Map f A` My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2012 0 -- --» 28 ft This map was created on 4/16/2013 3:03:09 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. F] Page 1 of 1 MIAMI-DAD� Summary Details- Folio No.: 11- 3206 -014 -0461 Property: 20 NE 95 ST Mailing STEVEN W ZELKOWITZ &W Address: ALLISON Beds /Baths: 20 NE 95 ST MIAMI FL Floors: 33138 -2730 Prooerty Information: Primary Zone: 1100 SGL FAMILY - 2011 301 -2500 SQ CLUC: 0001 RESIDENTIAL - Building Value: SINGLE FAMILY Beds /Baths: /2 Floors: 1 Living Units: 11 d' Sq Footage: 3,546 Lot Size: 12,900 SO FT Year Built: 1980 $267,521 MIAMI SHORES SEC 2 $50,000/ PB 10 -37 LOTS 9 & 10 Legal BLK 52 LOT SIZE Description: 100.000 X 129 OR $50,000/ 18536 -3024 03 1999 1 OR 18536 -3024 0399 00 Assessment Information: Year: 2012 2011 Land Value: $185,766 $161,536 Building Value: $336,819 $338,762 Market Value: $522,585 $500,298 Assessed Value: $327,046 $317,521 Exemption Information: Year: 2012 2011 Homestead: $25,000 $25,000 2nd Homestead: I YES YES Taxable Value Information: ear: 2012 2011 $309,500 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $277,046 $267,521 County: $50,000/ $50,000/ $277,046 $267,521 City: $50,000/ $50,000/ $277,046 $267,521 School Board: $25,000/ $25,000/ $302,046 $292,521 Sale Information: Sale Date: 3/1999 Sale Amount: $309,500 Sale 0 /R: 18536 -3024 Sales Qualification Description: Sales which are qualified View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 4/16/2013 ' PERMIT : ROOF AS$0t UES AND ROOFTOP STRUCTURES , . Miami hores Village APPRO\tEO BY DATE 2A13 Florida Building Code Edid 1114 DEPT L41tH igh -wocky Hcuricam Zone Uniform Permit p oDEPT . nerallnforrn Masrtar N ®. SLPAF6&40=kLP1JANCE 1A'!"*L! eU EWERAL Contractor's ilfame Quality Roofing Contractor STilfcgNL) CCljhi j f FiL,L..:S APID REGULATIONS 40bAddress 420 N.E. 95 Street ROOF CATEGORY M Bow Slope ❑ Medtanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Pand0tingles ❑ Wood Shingles/Shakes ❑ Prescriptive SU 150 ROOF TYPE ❑ New Roof Q Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope ROOF Area (SF) 6 0 0 s g f t. rea Sloped Roof A (SF) N/ A T ®tal (SF) 6 0 0 s ct f t Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and Overflow drains. Include dimensions of sections and levels, clearly identify dimensions.of elevated pressure zones and location of 15.34 2010 FLORIDA BUILDING CODE — SUILDM 4 4E�4ER,+i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: N/A Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used, identify as "NA ") • Field: __g _a oc 0 Lap, # Rows 2 @ _2_- oc System Manufacturer.' Materials Corn. Product Approval No.: 07- 1219.09 Design Wind Pressures, From RAS 128 or Calculations: P7: -42.8 P2: -71 .7 P3: -108.0 Max. Design Pressure, from the specific Product Approval system: -52.5 Deck: wood Type: Gaugerrhiclmess• 1 X 6 Perimeter. i° oc @ Lap, # Rows 4 0 _E° oc Comer: -E oc @ Lap, # Rows 4 @ jk—° oc Number of Fasteners Per Insulation Board: Field N/A Perimeter _A Corner N/A Illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Rdof Height, Parapet Height, Height of Slope: • 5 Base Flashing, Component Material, Material Thickness, Fastener-Type, Fastener Spacing or Submit Manufactur- AnchodBese Sheet & No. of Ply(s): N/A ers Details that Comply with RAS 111 and Chapter 16 Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: N/A ,� a r7 Base Insulation Size and Thickness: N/A ✓ � �-'m FT y j A Base Insulation Fastener/Bonding MV t�N1: �A Parapet Height Top Insulation Layer: 1/2" insulation Top insulation Size and Thickness: 1 /2" insulation Top Insulation Fastener/Bonding Material: Type 1V wj asphalt Mean Roof Base Sheet(s) & No. of Ply(s): (1 ) #75 base Height �se S(t4t F�Se/Bonding Material: ply-Sheet(s) & No. of Ply(s): (3) plies of ply 1V� PIy Sheet FastenerBonding Material: 'I'y e 1V mo m ha 1 t- Top Ply: (1 ) Gafglas Mineral Cap Top Ply Fastener/Bonding Material: TyM 1V moni i n g a. t9 2010 FLORIDA BUILDING CODE — BUILDING 15.35 M I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI DADS COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2909 SCOPE: This NOA is being issued under the applicable rides 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 p ro this duct or Dade County) reserve the right to have this product or material tested for quality assurance purposes. If 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 requirement.$ of the applicable building code. This product is approved as desdnlvd herein, and has been designed to comply with the Florida Building Code and the High velocity Hurricane. Zone of the Florida Building Code. DESCRIMONt GAF Conventional BaiaUp Roof System for Wood Decks. LABEU NG: 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. JUMNATION 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 lid. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPI&MON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03 -0501.05 and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acetm. NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20!08 Page i of 19 " 9, =1 �, Cate o Roofing Sub - Category: BUR D�IC g: Woo{ Mnn�m_�� FBM -75 psf TRADE NAMES OF P d -ct Leak BusterTU MatrixTu 307 Premium Asphalt Pi leer PRODUCTS hIANUFACTUREI TABLE 1 Test ;�n� ms Stio —n 3, 5, 55 gaiions ASTM D 41 OR IABFjzD BY APpucANT: .Product DescripAgn- Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing.. GAF Mineral Shieldrm 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTm Granules shall be used for flashing applications only. Leak BusterTU MatrmTU . 5 gallons AMU 1227 Surfed coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTU MatrixTu 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating La"usterTu MatrixTu 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating Le"usterTu MatrixTU 55 gallons Asphalt emulsion fibered. Sept Asphalt Emulsion Fibered 306 Leak Bustww MatftTm 1, 5 gallons ASTM D-4586 Refined asphalt blended with a mineral 204 Wet /Dry Roof ASTM D-3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROMP Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement Le"usterTu MatrixTM 5 gallons ASTM D 4586 Asphalt bashing Cement 201 Premium SBS Flashing Cement GAFGLAS® #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass rant wide base sheet. NOA No.: 47- 1219.49 . Expiration Dole: I1104P13 Approval Dais: 03aO= Page 2 of 19 NOA Na: 07- 1219.09 Expiration Date: 11104!!3 Approval Date: 03/10/08 Page 3 of 19 Test Product Product Dimensions . '+ flam Pflon GAFGLAS® #80 393-' (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet wide base sheet GAFGLAS* 39.37" (1 melee') ASTM D 2178 Type VI asphalt impregnated glass felt with Flex PWm 6 wide asphalt coating. GAFGLA.90 Ply 4 3937" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with halt coating. GAFGLAS®Mineral 39.37 (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Surfaced Cap Sheet wide GAFGLAS® 39:37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber max cap sheet surfaced with mineral granules with factory FmergyCa#m Mineral wide applied layer of TOPCOAT'EnergyCot0m. Surfaced Cap Sheet GAFGLAS* 39.37» (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced STRATAVINr wide on the bottom side with mineral granules EliminatorTm Perforated embedded in asphaltic coating with factory perforations. -GAFGL.AS® Flashing Various Asphalt coated glass fiber mat flashing sheet available in thr6e sizes. GAFGLASP 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENIO wide D 3672 coated on both sides with asphalt. Swfaced EliminatorTm Nailable on the bottom side with mineral granules embedded in asphaltic coating. RUBEROID® SBS 1 meter (39.3 7-) ASTM D-6164 Non -Woven Polyester mat coated with Heat WeldrM Smooth wide polymer modified asphalt and smooth surfaced. RUBEROID® SBS 1 meter (39.37") ASIA D-6164 Non -Woven Polyester mat coated with Heat WeldTM Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROID® SBS 1 meter (393n ASTM D -6164 Non -Woven Polyester mat coated with fire Heat WeldTM 170 FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® SBS 1 meter (39.37") ASTM D -6164 Non-Woven Polyester mat coated with Heat-WeldTM PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROID® SBS 1 meter (39.37") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat Weld'"m PLUS FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® SBS 1 meter (39.37") ASTM D -6164 Non Woven Polyester mat coated with Heat Weld7m 25 wide polymer - modified asphalt and smooth surfaced. RUBEROID® Modified 39.37" (1 meter) ASTM D4601, Premium glass fiber reinforced. SBS Base Sheet wide Type II, UL modified base sheet Type G2 BUR NOA Na: 07- 1219.09 Expiration Date: 11104!!3 Approval Date: 03/10/08 Page 3 of 19 Test Product Procirrct Dlmens M Aped— cat1o�n 202daft —a RUBIEROM® 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base 81100t and wide ASTM D 5147 interply sheet reinforce with a glass fiber mat. RUBEROID® Mop 39.37" (1 meter) ASTM D 6222 Non-woven polyester mat coated with Granule wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBER6IDP Mop Plus 39.37" (1 meter) ASTM D 6222 ' Non -woven polyester mat coated with {Granule) wide ASTM D 5147 polymer modified asphalt and swTat� with mineral granules. RUBEROI DP MOP 39.37' (1 metes) ASTM D 6164 Non -woven polyester mat coated with Smooth wide ASTM D 5147 polymer-modified asphalt and smooth surfaced. RUBEROID® MOP 39.37' (1 meter) ASTM D 6164 Non-Woven polyester mat coated with fire 170FR wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROIDO MOP FR 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granule's. RUBEROM" TORCH. 39.37" (1 meter) ASTM D 5147 Heavy duty, P01YOStOr Smooth wide modified bitumen membrane, smooth surface. RUBER00e TORCH 3937' (1 meter) ASTM D 5147 Asphalt impregnated, coated felt, surfaced Granule wide * with mineral granule. RUBEROID® TORCH 39.37" (1 meter) .. ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS (Granule) wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID® TORCH 39.37" (1 meter) . . ASTM D 6222 Heavy duty, polyester reinforced, coat FR wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROIDP 170FR 3937' (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH Aide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID® 30 39.37" {I meter) ASTM D 6163 Non -woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with • mineral granules. RUBEROID® 30 FR 39.37" (1 meter) ASTM D 6163 Nonwoven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfacad with mineral granules. RUBEROID® 39.3T'(1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer ULTRACLAD® wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. RUB]EROO Dual FR 3937" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat Wide ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. Vent Stacks (metal and TAS 100(A) One way valve vent used to relieve built-up plc) ASTM D 1929 pressure within the roof system. OAF Vent ASTM D 635 Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration DaW 11/04113 u Approval ]Date: 03/2" Page 4 of 19 Leak Buster's Matrix7m 302 Non Fibered Aluminum Roof Coating GAF Built-Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak, BusWTm MatrixTM 602 Leak BusWTM MatrixTm 715 LeakBusWTM Matrix7m 531 WeatherCoteTm SeamCoteTu FhvoutTM VersaShiele VersaShiete miS VersaShiele FB-2S '1 OPCOATO FireShicie MB Leak BusterTu MatrixT 4 201 SBS Flashing cement Leak BuswTm MatrixTm 102 SBS Adhesive Leak BusterTM MatrixTm 202 SBS Flashing Cement Leak BusterTu Matrix7m 203 Plastic Roof Cement Leak BusWTM MatrixTM 103 Cold Process Adhesive Test Product n , opus, S�t� on on 5 gallons ASI M D22824, Non- febered aluminum pigmented, asphalt Typal roof coating. 1001b. cartons, ASTM D312, btarply mopping and surfacing asphalt. bulk Types 1, II, III and IV 60 lb. kegs ' SEBS modified asphalt. 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 2 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 2, 5 gallons proprietary Elastomeric roofing membrane. . 5, 55 gallons Low VOC, fire barrier coating. 350 sq ft. roll Non- Asphaltic Fiberglass -Based Underlayment. 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. 350 sq ft. roll Nan - Asphaltic FNwgkwBased Underlayment. 5, 55 gallons ASTM D412 Elasiomeric roofing membrane ASTM D -21 -96 ASTM D1475 ASTM E -1644 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. NOA No.: '07- 1219.09 Expiration Date: 11/04/13 Approval Date: 034M PUPS of 19 Test Product DanHns 12I s 8oecd�tdOn Descrit►tion 5 gallons ASTM D 2824 F'bered aluminum coating. 5 gallons ASTM D2824, Non- fibered aluminum pigneea.ed, asphalt Type I roof coating. APPROVED IN TIONS: Product Name EnergyGuardTm RA, RN Composite A & N Securock7w Table 2 Product i ripdon. Polyisocyanurate foam insulation Polyisocyanumm foam insulation with high density fiberboard or Permalite pw to insulation. . Fiberboard insulation. Perlite insulation board. Cut perlits board Perlite recover board ManuAicturer i� Current NOA) BMCA GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Taped le'lits board. GAF Materials Corp. Pernte insulation board GAF Materials Corp. High density wood fiberboard insulation. GAF Materials Corp. Polyisocyanuratetwoodfiberboard BMCA composite Polyisoganuratetwood fiberboard BMCA composite -wood fiber insulation board generic Wood fiber insulation board generic Perute insulation, board generic Water resistant gypsum board G-P Gypsum Corp Wood fiber insulation board Wight Celotex Fiber reinforced roof board i3SO Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03%20M Page 6 of 19 APPROVED FASTENERS® TA1$LE3 Fastener Product Product Description ,Manufacturer Dimensions (With Current NOA) Number Name Drill #12 Standard, lnsulation fastoner and Various GAF Materials Corp. 1. -Tec7d #14 and #15 extra Heavy 13ase Play fa te"Or for Duty Fastener , Heavy steel, wood & concrete Duly R00%Fastener decks. 2. W11-Ted7m ASAP pre4ssemblod Drill Various GAF Materials Corp. Teem Fasteners and Drill -TecTg #12 or 414 metal and plastic plates. Base sheet fastening Various GAF Materials Corp. 3. Standard screws with assembly' AccuTrac Plate 4. Drill -Tedru Galvalume, Round Galvalume stress 3" and 3 'A" GAF Materials Corp. Plates P Drill-TocTm Round polypropylene 3" and 3 A" GAF Materials Corp. 5. Polypropylene Plates stress plates. 6. Drill-Tee", AccuTrac Square Galvalu:Mee 3" Square GAF Materials Carp - Plate coated steel plate. -+ VIDENCE SU B11RTTEDo Test A_ gencv 'Tag Identif1er Rgjdgtion Daft Factory Mutual Research Corp. J.1.22138A4.AM 4470 07.02.97 4470 01.68.98 J..3B9�1:AM oDOA�. JIODiA8.AM 4470 07.09.99 .I. 4470 -TAS 114 07.29:94 J.1.OY9Q5.A1i4 4470 -TAS 114 04.01.98 3029832 4470 - TAS * 114 05.11.07 PRI Asphalt Technologies, Inc. rjAF- 012 -02 -02 Physical Properties 11.06.01 ASTM D 4977 02.01.02 GAF -020 -02-01 11ZT of S. Fl. 02 -005 02-014 TAS 114 01.18.02 TAS 114 03.22.02 NOA No.: 07- 1219.89 Lrxpiration Date: 11/"13 Approval Date: OWM Page 7 of 19 EnergyGuardTM, FnaWGuardT" Composite, EverGuarO ISCD; Energ�fivardT� RA, 1nergyGuardTm RA Composite N/A' N/A Minimum 1" thick G EnergyGuardm High Density Wood Fiber, EnergyGuard7l Recover Board, Wood Fiber, -- - N/A N/A LM[ " thick EnergyGuard' Perlite N/A N/A Minimum g/4 thick Fiberglas MIL 15/16 thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in fall mopping of approved hot asphalt Within the EVT range and at a rate of 2040 lbs/100 fly. Please refer to Roofing Application Standard RAS 117 for insulation att element. Insuiatio"Nsted as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final mentbrane substrate. Composite insulation panels may be used as a top layer placed with the imlyisocyanurate side facing down. GAF requires either a ply of dWGLASte STRATAVZPnO EliminatofrM Perforated laid dry or a layer of EnergyGuard'rw Perlite or wood fiber overlay board on all bocyanurate appliestlon. Fire Barrier: (optional) #Anchor sheet: Fastening Options: FireOut'm Fire Barrier Coating, Underlayment or Securock'w. VersShieleNon- Asphaltic Fiberglass Based GAFGLAS® #s0 ULTIMATK Base Sheet, STRATAVENT* Eliminator Nailable, RUBEROIEP Modified Base Sheet, RUBEROID® 20, RUBEROID HOat QdeldTx Smooth or RUBEROID® Heat Weldrm 25 base sheet mechanically fastened as described below; C3AF TI ASie Ply 4, GAFGLAS® Flex PlyTa 6, GAFGLAS® #75 Bass Sheet or MY of above Anchor sheets attached to deck with approved annular ring shank r&s 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. (Ma=in DAgn Preaure —45 psf, See Gener'el Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11104113 Approval Date: 03/?ANS Page 8 of 19 Fastening Gpdoans: GAFGLAS® Ply 4, GAFGLAS® Flex Ply= 6, GAFGLAS* #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tedm #12 standard, #14 or # 15 Screws and 3" DriUT*dM steel plane or Drill -TecTM AccuTme Plates, 12" o.c. in 3 roves. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c, in the field of the shut. (Mxd num Design Pressure —45 psf, See General Limitation #7) AFGLAS°� Flex Ply's 6, GAFGLAe #75 Bay Sheet or a4yafalwve Anchor mead annular ring shank nails and tin caps at a. . ;sheets attached of 9 o cc- at the 4" lap staggered and in two rows 9" o.c. in the fastener spacing field. - . a dmum D9*R Pressure —515 psf, See General Limitation #7j OAFGLASe #80ULTIMA7u, RUBEROMP 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved I tle annular ring shank nails and inverted 3" steel plain at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o c. in the center of the membraug. (Mwdmum design Pressure —60 ps, f, See GwwW Liitation #7) GAFOLAS® ##75 Bass Sheet or any of above Anchor sheets attached to deck with Drill TeoPm #12 standard, 014 or # 15 Screws and 3" Drill -TecTn steel plate or Drill TOCTN Ac cuTrac Plates, l2" 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. (M=bnum n Pressure —60Psf, See General Limdadon #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted brill -Tedm insulation plates at a fastener spacing of 9" O.C. at the 4" lap staggered in two rows 9"-in the field (Mxdmum Datm Pressure —60 psf, See General Liman #7) WGLA 0 #75 Base Sheet or any of above Anchor sheets attached to deck with Drill Tec'K #12 standard, #14 or # 15 Screws and 3" Drill -Tadm steel plate or side lap Drill.TecTm AccuTrac Plates, 8" o.c. in 4 rows. i e min in held of the sheet~ The other rows are equally spaced approximately (Ma Premiere —75 psf See GenOW Limitation #7) Base Sheet: (Optional ) Install one ply of GAFGLASs` #75, GAFGLAS® #80 ULT "TM Base Sheet, G�AFGLAS� ST1tATA ��EOID� Mop Smith, RUBEROID® RUBEROID Modified Base Sheet, 20 RUBEROIDn Heat Wald= Smooth or RUBEROIDP Heat Weldru directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the ELI' range and at a rate of 20-40 lbsJsq; (see General Limitation 94). - — -- Ply sheet: )P�fte or more plies GAFQLAS� PLY 4, GAFGLAS� Flex PIyTO 6 *ad, #80 Ultaa , ItUBERt?D)P Mop Smooth or RUBEROM - 20 adhered •in a full shopping of approved asphalt applied within EVT range at!a rate of 24-40 ilbs.l�q. NOA No.: 07-1219-09 F,xpiratlon Date: 11/04/13 . Approval Date: 03 Page 9 of 19 Cap Sheet: Surfacing• (�o�) ; - -- One ply of GAFGLAS® Mineral- Cap Sheet pr T Mineral Surfaced Cap Sheet adhered in a full t OA]FGLAS`� iEnergy►Cap Mopping ofapproved asphalt applied within the EVT range and at a rate of '20 -40 lbsJsq. -- (Optional, required if RUBEROdDa MOP Smooth or RUBEROID® 20 is top membrane) huwll one of the following: 1. Cj vel or slag applied at 4001bsJsq. and 3001bsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BuswTm M&mTm 103 Cold Process Adheaive applied at a rate of 3 Sd Jsq. 2. GAFGL Mineral ,Surfaced Cap Sheet, GAFGLAS' EneW Cap Wmeral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and' at a rate of 20- 401bsJsq. 3. Leak BuswTa MatrixTm 303 Premium F'bered Aluminum Roof Coating, at 1.5 gaUsq. 4. Leak Bustw= MatrixTm 715 , Leak BuswTM Matrix= 322, TOPCOA'& MB +, TOPCOAZ Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusWTm Ma=TM 602 U B Xira Elastomene Roofing Membrane, EnervCote® roof coating applied at 1 to 1.5 galJsq. 6. T013,COA'1'a Surface Seal, TOPCOATe Fireshiele SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. NOA No.: 07- 1219.09 Expiration Date: 11/14113 Approval Date: 03/20148 Page 10 of 19 WOOD DECK SYSTEM AnONS: 1 A slip sheet is required with Ply 4 and Flex Ply'm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/" Hens DeckTm or '/" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LEffrATIONSOS 1. Fire classification is not part of this awAptance, refer to a current Approved Roofing Materials Directory for rare ratings ol'Ws 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 EDIT range and at a rate of 20-40 lbs.tsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for 'cat nt. When applied m approved asphalt, panel size shall be 4° x 41 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, 121' diameter circles, 24" o:c.; or strip mopped r ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of vats nation. 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 12 lbs./sq. Note: Spot attached sysiemms shall be limited to a maximum design pressure of -45 ps£ 5. Fastener spacing for insulation auschnient is based on a Minimum Characteristic Force (In value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - bested, are below 2751b£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or. membrane at achment i. basal on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific . Should the fastener resister be less than that as determined by the Building Official, system. fastener spacing, prepared, signed and sealed by a Florida Registered Engineer; Architect, or Registered Roof Consultant may be submMed. 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. of the arms. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application , s and sealed by a Florida registered lacation Standard RAS 117. Calculations prepared signed le bimii�tion is Professional Engineer, Registered Architect, or Registered Roof Consultant (Wh m this sp,wifically referrer Withm this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of peri meter 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 zonGS (a.e. perimgters, extended corners and corners). (When this pion is specifically referred Wuhin this NOA, General motion #7 will not be applicable.) lo.. 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. E THIS ACCEPTANCE NOA No: 47- 1219.09 Expiration Date: li/04/13 Approval Date: 03/ as Page 19 of 19 A�06i)WO. 14! 22 3057518579 ABC MIAMI PAGE 04 2W ROUNG MATERIALS AI D MSS DIRECMW 152 ROOF OOYE NG MAT�RDALS R*0fing SystemR (TGFU)^- Carifinvcd Base Coat "A•36 Series', 0.13 gallsq• Second vase Coat "A•38 Series". 0.7.4 gal /sq. wear Coat: "A -.'s.8 Series,, 0.75 gallstq plus walnut s17ei05 at O.i51bF }+Cr Surfacing: "A -38 Seriim ". 0.75 gallsq plus walnut shells at 0.73 Axis per 46 ® k: NC ituline. 3/4 Fearer Spray application of 2 -in. thick "fealyfoam ?.73" (Z.7 ib /Eta ) S=ada� jpray application of 28 to 34-mtis "U- 973If" (aluminum+) 47 i?eciG NC Tacline 1/2 Tasuiation (pray application or 2.in. thick "Pelyfu rn 273° (2.7 ib /ft.' SusfaCinS; Spray application of 28 to 34 ouls OU-87W (WOrY) GAF MATERIALS CORP RU% E36'1 ALPS XD, WAYNE NI 87470 "Rubaraid 20" or "Rubm" Modified Base Sheet" ma be 4tti1. as ate alternate to Twee G2 base sheets in any of the foIIowittg 112 in. thick (min) b� or -1/4 in. thick (dn) G-r Gyypsmn D�De64 may be in any existing noncombustible deck�Classification.� W1= this is done, the renultir+g I=&% syystem is aceeptab for use over combustible (1g/32 in. min) rroocomt decks. The joints in the board and o+►erla board are offset a in. with tba joint to the d part of thr roof system, it must be g1 ce'd below thelaymtGP Also, multiple plies of "GAFG�.,45 Ply 9" or Ply 6 m be adhated to G 1)0651 , in hot asphalt. �$r _uard Ultra" is an aeceptable alternate to "FstprgyGuard" in any ap,�,�,�[e Classifiratissn. �GpF Stred or t t m inat �tnalmft �k decks and as �a recover' oveEY callcy attached or hot mopped �GAFG A Virlite Immuftim may be utilized as a *cover board over "Sv$R- of the foDowing systems. 1 ;IW COVIlo MATfiffiALS (t>:) Roofing Syst+t mss 90PLi)- .Cwthiusd "(,Al-"iMV Peirnelite Recover Board" may be used in lieu of any pe'uitte insulation in any of the fiaAowing NC Classifttions. UWesss oti'tCryribe indicated, of the "Asphalt pelt Svatems with Not Roofing Asphnli' moy be'surfacad with "phuhield M8" at 2.5 " 10 &Wlsq. Class A, 3 and C Hot roofing asphai 4 for use with m3anic err' gbos fells or modified bitumen membranes. "Ruberoid Heat tkeie SBS rtxtlg titembrsue may be used in lieu of "Ruberoid Mop" SBS products in y applicable Classification. Close A 1. 'fleck= C -15/32 Incline 3 Imulation (Optional)! One or more layers perlite, wood Ow, 91am fiber, Wicyanurate, ureOMM PCdItC /isocyanurate compete. perRtB/ urethane a mpo its, wood fiber /isocyatturate c mnpositc, p1m oltc, any thiclotess. ?IV Shaft Th+� or more la " y or Surfacing; Gravel. tndi 2 51211112 C -15/32 rte insWatioa-(Optionalk One or more layers pn3rlita, wood fiber, 000 fiber. ismyanurate_ um mte, polite /isocyanurste cors►pos3iB, / urethane comptv+ite, wood f ter /ieoeywwate composite, phe:mltc, any thickness. ply Slt U Three or. more layers Tttpe G1 - "GAFGi:A.S Ply 4" of "GAFGLAS Ply 6 ", Cap Sheet: One layer Type G3 '�AFGL.AS MfneraI Surfacad Cap r or "EnergYCap Mineral Surfaced C _p Sheet ". a Decle NC n ono One or utore layers perlite, wood tom, glaRa fen isacyenurate, urethane, p2rlite /isoeyanurate eoanposite, _ ite/ ut+ethara composie, wood fiber /bacyamurate compcai44 phenolic, 2 in. GUARD' iroulaMon m any ma l lnlesa otherwise indicated, the roof ir%, DAtion is rn+�ard - Y fastened, 1?t Sheet Two Or more layers Type GI "CLUGLAS Ply 4" or "GAR adhered with hot ms+ppIng as m ureti+ane irsulatioft adhesive. PoDysi� �}'-„ rene refecence to Z ci+ft the fn g Claea:ffcat�ms inchsdb "ElERGnarcl ETS tam Flp 6 "• insulation'- Cap Sheah One layer Type G3 °GAI�GLAS A+Dina~ra1 Surfaced Cap Rs. !toes to glass libel insulation include "EnargyGv rd Fiixrrglaw lnsu- Sheet" or "FnergyCsr Mineral Surfaced Cap Sheet ". " 4. Detkt NC tncifnet 1/2 ladon . PELT SYSTEMS v4TH NOT ROORNG ASPHALT Insulation: One or two la "Isotherm R ", 4 im max, hot mopped. G2 alt mat base sheet C'u►f -G Q5 �'y or Ply Shesh Any UL C1ass�iCed gravel surfaced Clam A asphalt gee fiber "��� ) is a suitable alternate for GI cr>]ialt �$ mat System. MW; p ,y sheet ( "GAFGLAS Ply 4" or "GAF�,S Ply 6" );in the Class A, or 5. Della GIB /32 lt+eltuat 7 C tool sysbmr�s indicated below. The roof dock may flsst be covered -AAth a Typo G2 asphalt lass mat ase Blase 5�+ Ty G2 '�GAr > +eel" !may be street "GAF Stratavent Elmlinabar Venb tg Base Shact (I'er£orate - or GAF Strata vent 7= limivator Venting bast Sheet (Nagabie)" Perforated to be nailed). oppW and nailable to be mechanically attached Srmtulb side down. P13+ Shoat One or more layers Type G1 "WOCI AS Ply 4" or GAFGi.AS m "GAFGl.AS Bay Ply 6 ". eion rp� Cd halt glass mat base sheet { y mme, "MsSff8 I UL A" m ••GAP Stratavent Vieninator Writing Baas Cap Si►� Otre layer Type G3 GAFGLAS Mineral Surbced Cap Sheet (NAiiable)" inay bC sattislftvted %r GD �hAlt g ass fiber ply sheet r Sheet" or "i rinycep AAtu3ral Surfaced Cap 5hect ". ("GASMAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the De&- NC lriclinei 3 following . Rose Sheet: One layer Type Gat "CaAFGLAS #75 Sase Sheet ". Bottom ply to base shed may be solid mopped, spot Mopped ar Mhatti" � � or more layers Type G1 "GAFGLAS Pty 4" or `GAP - V fastened. GLAS Ply 6 ". Ltntew otherwise indicated, all insulations may be hot mopped or trukhani Cxp Sheet One layer Type 0 GAFGLAS Mineral Surfaced COP FIoailing" cm "Rubaroid" may be ucad for flashing in any of the Sheet° oT "IinergjsCaP Mineral Surfaced Cap Sheet LAS 7. Deck: G: 1s. /3Z Incline 2 ' paw A. S or C systems listed below. y� � fibeir, i umle, uft- When "pertite" is referenced, this includes "CA��' PEtMAL1'['E®" or Insulations One or mc+ro la ite, �� hanQ npnsite. p}te• arty cam UL Classified perlite insulation. thane. perlite /iww- vanurt+tc composite, per Croslceel :,•tc+rn or slag art: suitobiv alternates for grovel in any of the Clain A, nWIc.1.0 in. min (arffset fmm plywood joints 6 in.). is listev3. Base Sheet Une or mnre layers Type Gl. G2 or G3. B or C systacra Membrane: One or more layers "l uberoid Torch" (Smwith ar Gram:k ). Sktu uml cL-mant rf'ber buildir� unith arc considered suitable m be included ">,ut�ecc+id Nltr(+" (Smnot)i c� Grantile) as a deck in the following Claw , B en C bvstms listttd over C•15 /12 or NC. "Ruben +id Torch rjus (firatlit ). The use of 07sum ttoaid under anv of the hillow•ing Class A. S or C roystetns or - Ruhemid Map i'lus't (gratwle). dw not adore imely effect the rating. The use of 1/2 in min gypsum board rS an Cap Sh"t TV � � "GAPC:LAS Mirecral r�jo� Cap 5hcet" or aeoeptable alternate fro' immistion over C -15132 decks.. M 1 Surfaced Cap Sheet", hot mopped, She use of pnlysty . a insulation luiard betweeri m'1 3t,Riy nelperlitel board 8• ID /P'.►2 inchrtet 2 and deck with roitin paper (perliter rain p W,/f}imn 3 Sim suitable aitOrlI tc for is v-"%1raie bmird in the folicm-ing rasa A, 8 or C B� ls�C�atc, UTelhone,operl�ftelisocyarfur2w ro �peTTite/ BItICA 7.bpmd I ;nil O50rd RA" and "9MCA urathane ecxr pmitr;, wmid fib vAsocyanurntO ctim�, rout, rhenolic, any �CAU=r_gyGuasd TA " ", ° thickness. gne yGuar%I " may be substituted far are Atlas poWisocyanurate insula- _ne m arry of the faf3owmlG C�iasific.adom. Baia Sheets Two or mime laircm Type G'2 or G1 Tn:mnbia}1 "Puma Mkrp , may be utilizd with any of the following "Asphalt ply Sheet tOpHonaDk One or mt+re 1�Ke Type C +l . with MW Rcn'+Bzttt�ihalt ". Membrane: Cf ttT rmartiaYM, TubcrtvdTsCVirh "(rnnanl,nrfrranule) GAMLAS t?Fili Premium 33ase met may ba used in any of tl�e falinwing "Ruberoid Torch 71us" *ramile),14fabemnd Mop" t` nOOth or Granule) Mop Plus' le AI Gi;,AS Tlrx 1'ly 6" 39 n suitable alternate to "GiiI'.G1.+iS Ph V. or "RubtVratd M i )• LOOK POR THE UL NARK ON PROM MI SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. a desa �� Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisionsAAesthetic 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. L' Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be r-- renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). —L—Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should the occupants of adjacent units of roofing to be performed. � f Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance . " �k .4 Ponding water: The current roof system and /or deck of the building may not drain well and may c7ause� water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance a requirements of Sections R4402, R4403 and R4413. LVentilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly e building itsel . The existing amount of attic ventilation shall not be Y( 9 fl 9 reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. r 9 ner/AgenYs Signature Date Contractor Signature Date Revised on 7/9/2009 LD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL o Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 189863 Permit Number: RF -4 -13 -841 Scheduled Inspection Date: March 03, 2014 Inspector: Rodriguez, Jorge Owner: ZELKOWITZ, STEVEN Job Address: 420 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Roof Inspection Type: Tin Cap Work Classification: Flat Phone Number Parcel Number 1132060140461 Contractor: QUALITY ROOFING CONTRACTORS INC Phone: (305)953 -3333 Building Department comments RE -ROOF TO NEW FLAT MINIRAL CAP SHEET ROOF WITH 1/2" INSULATION BOARD 05/06/2013 - PENDIGN NOC INSPECTOR COMMENTS False February 28, 2014 For Inspections please call: (305)762 -4949 Page 2 of 36 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid February 28, 2014 For Inspections please call: (305)762 -4949 Page 2 of 36 i C Fel*Ee FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT - INNOVATION - INTEGRATION January 30, 2014 City of Miami Shores Building & Zoning Dept. 10050 NE 2nd Avenue Miami Shores, FL Florida International Engineering and Testing Lab LLC 16701SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Re: Flat Roof Tin Cap, and Hot Mopping Installation at: 420 NE 95th Street, Miami Shores, Fl. Permit No.: RF -13 -841 Dear Bldg. Official: Pursuant to the Contractor's request and authorization Florida International Engineering & Testing Lab, LLC performed a visual inspection during installation at the above referenced address. Below, please note our findings: 1. A 75# base sheet was fastened with 1 -1/4" annular ring shank nails and 1 -5/8" tin caps at 9" o.c. at the laps and two rows at 9" o.c. in the center of the sheet in the Field of the roof, and 6" o.c. at the laps and four rows at 6" o.c. in the Perimeter and Corner areas of the roof. 2. A %" perlite insulation,two plies of Ply IV Gafglass and a 12" edge strip were fully hot mopped. 3. A 3 "x3" eaves metal drip was nailed at 4" o.c. and fully primed. 4. A Cap sheet was fully hot mopped and appears well adhered. To the best of our knowledge and professional opinion the work inspected substantially conforms with approved plans and the intent of the Florida Building Code, 2010. Florida International Engineering & Testing Lab, LLC VMB Venkatesan, P.E. '-1 1'3 Florida Reg.: 63107 RE: penmit #RF -4 -1'3 -841 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: 5 /13 /13 I Carlos Arocho licensed as a (n) Contractor/ Engineer /Architect, (Print name and drde License Type) License 1 000017889 FS 468 Building inspector On or about May 14, 2013 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barderworkat 420 N.E. 95 Street Miami Shores, Florida 33138 (Compkfe Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Of l/ Notary Public, Sate of Florida at Large NOTARY PUBLIC -STATE OF FLORIDA M ;r_ iuu 11 mandez Co,.nss;on *DD930046 i� 'rues: C CT.10, 2013 BONDED THRU ATLANTW BU',DD;G CO.,= Seneral, Buadmg, Residential, or Roofing Contracors or any incMdual ce66ed under 468 F.S. to make sudi an inspection. Include photographs of each plane of the roof with perad # and address # dearly shown marked on the deck for each inspection Revised on SM112009