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RF-13-1966Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 198179 Permit Number: RF -8 -13 -1966 Scheduled Inspection Date: June 27, 2014 Inspector: Rodriguez, Jorge Owner: LEE, EDWARD Job Address: 137 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1121360090200 Phone: (305)953 -3333 Building Department Comments RE ROOF TO A NEW FLAT MINERAL CAP SHEET ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 27, 2014 For Inspections please call: (305)762-4949 Page 1 of 23 RE: Permit # RF -8 -13 -1966 Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 10/22/13 Carlos Arocho. licensed as a (n) Contractor / Engineer / Architect, (Print name and drde License Type) License #: 000017889 FS 468 Building Inspector On or about October 22, 2013 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 137 N.E. 108 Street Miami Shores, Fl 33138 (Complete 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 sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 020/3 Notary Public, Sate of Florida at Large *General, Budding, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection include photographs of each plane of > roof with permit # and address # deafly shown madced on the dedc for each inspection Revised on 5/21/2009 06/26/2014 10:59AM FAX 3059533833 QUALITY ROOFING CONTRACT Rh0001 /0001 CERTIFICATE OF LIABILITY INSURANCE I BATE B IGIOONY"'' 06/26/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORT a ceitifiieate fielder Is an ADDITIONAL INSURED, the poliey('e $) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditlons of the policy, certain policies may require an andoreentcnt. A statement on this cartiflcate doss not confer fights to the certificate holder In Neu of such endorsement(s). PRODUCER Insure Bite I 7888 W. Flasler St. Miami, FL 33144 Phone (305)264 -0170 Fax (305)288 -7333 INSURED Quality Roofing Contractors, Inc 13800 NW 1 Ave Miami, FL 33168 - COVERAGES CONTACT NAME (305)264 -0170 IL E- MAIL9i commercial®insuretuite.com Net: (305)266-7333 NNSURERISI AFFORDING COVERAGE INSURER A: INSURER B i INSURERC : INSURER 0' INSURER E INSURER F1 PREFERRED CONTRACTORS INSURANCE NAIL # CERTIFICATE NUMBER: REVISION NUMBER: HIS IS TO C - IFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -TYPE OF INSURANCE IMSR {jD POLICY NUMB L �1 tINR LMT GENERAL LIABILITY COMMERCIAL- GENERAL UASILIrY U ❑ CLAIMS -MADE n OCCUR 0 ❑_ GEN'L AGGREGATE LIMIT APPUUEB PER ❑ POUOY ❑ IRON u Lcc AUTOMOBILE LIABIUTY U • AUTOSD rJ SCHEDULED ❑ HIRED AUTOS ❑ AUTOS n UMBRELLA LIAR ❑ OCCUR ❑ EXUESS LIAR ❑ CLAIMS.MADE DED ❑ RETENTION S 0 mums COMPENSATION AND EMPLOYERS' UAMUIY Y f N ANY pROPREERXCCPCUYtVE DFICERMEMBEX (Mandatory In NN) $DES[Xild P°TIO OF OPERATIONS slaw L N N PC821335-03 04/14/2014 04/14/2015 NIA EACH OCCURRENCE P _RENTED ence VIED EXP (Any one mean $ 5,000.00 PERSONAL aADV INJURY $ 1.00000.00 GENERAL AGGREGATE S 2,000,000.00 PRODUCTS - COMP/OP AGG 5 1,000,000.00 s 1.000,000.00 $ 50.00000 $ nSLNGLE MIT asMBicra BCDiLY INJURY (Per roman) S BODILY $ INJURY swished) ) _ ra t rirr -�A$E $ EACH OCCURRENCE $ AGGREGATE $ wid FS t a Qi}i. EL EACH AOCJDENT $ E.L. DISEASE - EA EMPLOYE $ EL. DISEASE - POLICY UMIT $ DESCRIPTION Or OPERATIONS! LOCATIONS 1 VEHICLES (Math ACORD 101, Addrifonal RemaHts Ethlarle. II more span Is required} ROOFING CONTRACTOR CERTIFICATE HOLDER VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT 10080 NE 2ND AVE MIAMI SHORES, FL 33138 FAX:306- 758 -8972 ACORD 26 (2010105) OF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE LANCE LI.E I BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR ZED RI PRESENTATIVE ®198 2010 ACORD CORPORATION. All rigl$ s reserved. The AC RD name and logo are registered male of ACORD 08/28/2014 10:58AM FAX 3059533833 Report Viewer QUALITY ROOFIN8 CONTRACT Z0001 /0001 Page 1 of 1 https:// apps8. fldfs. com/crrcportviewer/reportViewer aspx7data= kdvpginc9D7Q3gH6TER6... 9/27/2013 Miami Shores village APPROVED BY DATE !'JIVING DEPT Florida Building Code Edition 20 High Velocity Hurricane Zone Unifformth kP4 tie Form. lil (44/1 MPLIANCE WITH ALL FEDERAL NDP($'c7P'RCItEC AND REGULATIONS Co tractor%Name. Quality Roofing Contractor Inc. ri Low Slope 0 Asphaltic Shingles 0 New Roof Reroofing ROOF CATEGORY 0 Mechanically Fastened Tile ® Metal Panel/Shingles 0 Prescriptive BUR-RAS 150 ROOF TYPE . ® Recovering 0 Mortar /Adhesive Set Tile 0 Wood Shingles/Shakes 0 Repair 0 Maintenance ROOF SYSTBM INFORMATION Low Slope Roof Area (SF)1100sgft. Steep Sloped Roof Area (SF) N/A Total (SF)1100sgft. • Section 5 (R of 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 parapets. REVI 11111111111111111 Eiralr3111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111 •rr11111■rte= aaili Filliii ®I111 111111111111411111111111111111111NININNINNININIMMINN ■� MENNIMMEINPArallinIMMEMINOMMINNIMINI 1111111111111111111111111111011111111111111100111111111111111111111111111 rl■■Ir11�11�r■1■1■1■ r01 l■1■■� ■11 ■ ■ ■l■■■1■ ININ I■ 45.34 2010 FLORIDA BUILDING CODE — BUILDING Miami Shores Village Building Department 10050 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 RECEIVED AUG 282013 FBC 20 Permit No. f _ t 3 J9 Master Permit No. Permit Type: BUILDING OOFING) JOB ADDRESS: 137 N.E. 108 Street City: Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel #: 1 1 -2136- 009 -0200 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Edward T . Lee Jr Phone #:( 3 0 5) 467-5717 Address: 137 N.E. 108 Street City: Miami Shores, State: Florida Tenant/Lessee Name: Phone #: Email: Zip: 33161 CONTRACTOR: CompanyNameQuality Roofing Contractor, Inc.Phone#: (305) 953 -3333 Address: 13800 N.W. 1st Avenue City: Miami State: F1 Qualifier Name: Carlos Arocho State Certification or Registration #: RC 0 0 5 8 6 2 7 Contact Phone#: (3 0 5) 953-3333 Email Address: Zip: 33168 Phone#: (786) 367 -2029 Certificate of Competency #: 0 0 0 01 7 8 8 9 qualityroofing88 @yahoo.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 7 , 5 0 0.0 0 Square/Linear Footage of Work: 1 1 0 0 sqf t . Type of Work: °Addition °Alteration °New ®Repair/Replace °Demolition Description of Work: Reroof to a new Flat Mineral Cap sheet roof . Color thru tile: ***************************************F s**********************+x**** * * ** x+x**+x** ******* Submittal Fee $ Permit Fee $ CCF $ % !S (_ J CO /CC $ Scanning Fee $ q. 00 Radon Fee $ G/ . 3 DBPR $ 4.13 Bond $ Notary $ Training/Education Fee $ l • 60 Technology Fee $ 6. 17/10 Double Fee $ Structural Review $ TOTAL FEE NOW DUE $2 C} 5 . nej. Boiid3igComp3a`ny's NTame (if applicable) Bonding Cciingani,,Addres City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City S to 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 FT.P,,CTRICAL 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 occ s s= 'en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will proved a ' einspejdion fee will be charged. Signatur Owner or Agent The foregoing instrument was acknowledged before me this ®a day of _ , 200 , by r c-.`T���- who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PLBLIC -STAT FLORIDA Marylou ernandez Commission #DD930046 , ,;.•' Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. My Commission Expires? *************************A0A .; *** l APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this1 `L day of -- , 20 )3 , by (.f -f I o _3 A-i-r aci--0 , who is personally known to me or who has produced as identification and «ho did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Commission Expi a „''%' Marylou Hernandez Commission #DD930046 osi Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Edward T. Lee Jr Dec 8/22/13 Property Address: 137 N • E • 108 Street Miami Shores, Fl 33161 Roofing Permit Number. Dear Building Official: I Edward T Lee Jr certify that I am not required to retrofit the roof to wall connections of my building because: DI The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constru s iTr compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 o of the uth Florida Building Code (1994 SFBC) Signature isv c --rc 17 Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this )01 day !,< °201.3 NOTARY PtiBLIC•STATE OF FLORIDA . Marylou Hernandez Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRL' ATLANTIC BONDS G CO., INC. $300,000.00, and the building was not constructed with FBC nor a 1994 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more th SFBC. Then you must provide a building application from a General Contractor for the Roof to Wail connection Hurricane Mitigation. Revised on 5/21/2009 09/05/2013 11:13 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES x001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX/RX NO 3935 RECIPIENT ADDRESS 93059533833 DESTINATION ID ST. TIME 09/05 11:12 TIME USE 00'17 PAGES SENT 1 RESULT OK Mam Miami Shores Village Building Department 10050 N.E.2nd Avh!rou : Miami Shores, Florida 33138 Ter: (305) 795.2204 .Fa X: (305) 75 .8972 Soptember 5. 2013 Permit No: RF1 M 1 966 Building Critique Review 1, PLEASE PROVIDE UP DATED UL CLASS A SYSTEM. THE UL DOCUMENT PROVIDED HAS SEVERAL SYSTEMS MARK. VWVO/LVId II:Id thA I dVV bUO f0dV U8I8 .;8N titLU iami Shores Village Building Department 10050 N.E.2nd AveilkiR Miami Shores, Florida 33138 Tel: (306) 796,2204 Fax: (305) 756.8972 Soptember 5, 2013 Permit No: RF13-1966 Building Critique Review VV If VV 1, PLEASE PROVIDE UP DATED UL CLASS A SYSTEM. THE UL DOCUMENT PROVIDED HAS SEVERAL SYSTEMS MARK. Plan review is not complete, when all items above are corrected, we will do a complete plan review. if any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 5, 2013 Permit No: RF13 -1966 Building Critique Review 1. PLEASE PROVIDE UP DATED UL CLASS A SYSTEM. THE UL DOCUMENT PROVIDED HAS SEVERAL SYSTEMS MARK. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 5, 2013 Permit No: RF13 -1966 Building Critique Review 1. PLEASE PROVIDE UP DATED UL CLASS A SYSTEM. THE UL DOCUMENT PROVIDED HAS SEVERAL SYSTEMS MARK. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 'Property Information Map My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2012 0 This map was created on 8/21/2013 8:58:55 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Close 14 ft Page 1 of 1 MIAMIDADE Summary Details: Folio No.: 11- 2136 - 009 -0200 Property: 137 NE 108 ST Mailing Address: EDWARD T LEE JR 137 NE 108 ST MIAMI SHORES FL 33161 -7037 Property Information: Primary Zone: 1000 SGL FAMILY - 2101 -2300 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,943 Lot Size: `9,300 SQ FT Year Built: 1949 Legal Description: •DUNNINGS MIAMI SHORES EXT NO 5 PB 48 -21 LOT 12 BLK 216 LOT SIZE 75.000 X 124 OR 18308 -0007 0998 1 OR 18308 -0007 0998 00 Assessment Information: Year: 2013 2012 Land Value: $88,004 $75,848 Building Value: $144,478 $163,684 Market Value: $232,482 $239,532 Assessed Value: $158,123 $155,480 Exemption Information: Year: 2013 2012 Homes $25,000 $25,000 2nd 2nd Homestead _ YES YES Taxable Value Information: Year: 2013 2012 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $108,123 $50,000/ $105,480 County: $50,000/ $108,123 $50,000/ $105,480 City: $50,000/ $108,123 $50,000/ $105,480 School Board: $25,000/ $133,123 $25,000/ $130,480 Sale Information: Sale Date: 9/1998 Sale Amount: $135,200 Sale O /R: 18308 -0007 Sales Qualification Description: Sales which are qualified View Additional Sales http: / /gisims2.miamidade.gov /myhome /printmap.asp? mapurl = http: / /gisims2.miamidade.go... 8/21/2013 ROOF ASSEMBLIES 'AN R OFTOP STRUCTURES #4, 0:4P1 Florida Building Code Edition High - Velocity Hurricane Zone Uniform Permit App Section A (General Informati aster Permit No Contractor's Name duality Roofing Contractor, Inc_ Job Address 137 N.E. 108 ZX Low Slope ❑ Asphaltic Shingles Street PERMIT #: ikkani Shores Village 1.. i Miami APPROVED BY DATE ZONING DEPT :! BJECT TO COMPLIANCE WITH ALL FEDERAL ' LATI O CIS sMAND' U ❑ New Roof ZIZ Reroofing ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Maintenance Total (SF)1100sgft. a (SF) 1100sgft. Steep Sloped Roof Area (SF) N/A Sketch R Include di parapets. Section B (Roof Plan) Is and sections, roof drains, scuppers, overflow scuppers and overflow drains. levels, clearly identify dimensions of elevated pressure zones and location of 15.34 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (if a component is not used, identify as "NA ") System Manufacturer: GAF Material Corporation Product Approval No.: 07- 1219.09 Design Wind Pressures, From RAS 128 or Calculations: Pi: -42.8 p2: -71.7 P3: -108.0 Max. Design Pressure, from the specific Product Approval system: -52 S. Deck: Type: wood Gauge/Thickness: 1 X 6 Slope: • 5 Anchor/Base Sheet & No. of Ply(s): N/A AnchorBase Sheet Fastener/Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness:N /A Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer: N/A Top insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): ('1) #75 Base Base Sheet Fastener/Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of Ply(s): (2) plies of ply 1V Ply Sheet Fastener /Bonding Material: Type 111 mopping asphalt Top Ply: Mineral Syrface Cap sheet- Top Ply Fastener/Bonding Material: Type 111 mopping asphalt Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 ° oc 0 Lap, # Rows oc Perimeter: 6 " oc 0 Lap, # Rows 4 e 6 " oc Corner: 6 " oc 0 Lap, # Rows 4 e 6 Number of Fasteners Per insulation Board: Field N/A Perimeter N/A oc Corner N/A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener_Type, Fastener Spacing or Submit Manufactur- ers Details that omply with RAS 111 and Chapter 16 ki Mean Roof Height 2010 FLORIDA BUILDING CODE — BUILDING 15.35 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 c o n t r a c t o r . i , . -1-4-41.11! ,,:.• , 1111 , � j i.1.. ": that-theliemliasteertexplainedi- i0 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 provisions.GAesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of e agr ment between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior tonoving the existing roof system). 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 o:� s Id notify the occupants of adjacent units of roofing to be performed. ry 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 a ce. Ponding water. The current roof system and /or deck of the building may not drain well and may cause 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 ori ' al r•_.fing 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 a• rdan.- with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure a mbly (the building itself). The existing amount of attic ventilation shall not be It may be eficial to consider additional venting which can result in extending the service life of the g S/14/3 0 Owner /Agent's Signature Date Revised on 7/9/2009 LD Contractor Signature Date • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03 -0501.05 and consists of page 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA NQQ..: 07. 1219.09 Expiration slate: 11/04/13 Approval Date: 03/20108" Page 1 of 19 ROOFING SYSTEM APPROVAL CateRorv: Sub- Cateaorv: Deck Time: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFOLAS® #75 (iri . APPROVED Dimensions 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 1, 5 gallons ASTM D 2824 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Product Description 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 ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D-4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFOLAS Flex PlyTM 6 GAFGLAS® Ply 4 GAFOLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFOLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable . RUBEROID® SBS Heat- WeldTM Smooth RUBEROID ® SBS Heat- WeldTM Granule RUBEROID ® SBS Heat- WeldTM 170 FR RUBEROID® SBS Heat WeldTM PLUS RUBEROID ® SBS Heat- WeldTM PLUS FR RUBEROID® SBS HeatWeldTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39,37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (3937") wide 1 meter (39.37 ") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 1 meter (3937 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D3672 ASTM D -6164 ASTIVI D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product Des ription, Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCotevM. Fiberglass base sheet impregnated and 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. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 09- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID '' TORCH FR RUBEROID®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic). APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM.D 6163 ASTM D 5147 ASTM D6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Deserintion SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat, Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's, Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM Matrix"' 602 Leak Buster"! MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® FB -1S VersaShield® FB -2S TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM Matrix"' 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM Matrix"' 103 Cold Process Adhesive Dimensions 5 gallons 100 lb. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roil 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test $necitfication Product Description ASTM D2824, Non- fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D3I2, Interply mopping and surfacing asphalt. Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D 1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. . Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non- Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. EIastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck® Prime, Dens Deck® Dura GuardTM Structodek Securockm Test Specification ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof.coating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Formalite perlite insulation. Fiberboard insulation, Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanuratetwood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' • GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex US( Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Product Number Name 1. Drill -TeaTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TeeTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Anencv Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1:AM J.I. OD0A8.AM J.I.ODIA8.AM J.I.0V9Q5.AM 3029832 GAF- 012 -02.02 GAF- 020 -02 -01 02 -005 02 -014 Dimensions Various Manufacturer (With Current NOA) GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 %z" GAF Materials Corp. 3" Square GAF Materials Corp. pescription nag 4470 4470 4470 4470 -TAS 114 4470 -TAS 114 4470 -TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or Securoc( TM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat - WeldTM Smooth or RUBEROID® Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 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 04 Ply 4, GAFGLAS ®Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 — 4S psf, See General Limitation #7j GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of Obove Base sheets attached to deck with approved annular ring shank nails and tin 0a.ptat 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 psf, See general iimitation #7) GAFGLAS® #80ULTIMATM, RUBEROID® 20, RIJBEROID® Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate 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 membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS ® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTM 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 --69 psf, See General Limitation #7) NOA No.: 07- 121.9.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 —73 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4, #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 or GAFGLAS'' EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the. EVT range and at a rate of 20-40 N./sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbsisq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 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 GcM:51:. APPROVED NOA No.: 014219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor t sheet, 2. Minimum ' /4" Dens DeckTM or '/2" 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.o.; 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 beat a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter 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.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 2007 ROOFING MATERIALS AND SYSTEMS DIFIECTORY ROOF COV RING MATERIALS (TEV') Roofing Systems (TGfU) -'Continued 132 _ ROOF COVERING MATERIALS (TENT) Roofing Systems (TOFU) -- Continued Base Coat "A•38 Series ", 0.75 gal/ Second Base Coat; "A•38 Series", 0.1. gal /sq, Wear Coats "A- 8 Series ", 0.75 gating plus walnut shells at 0,75 Ibs per 5urfachigt "A -58 Series ". 0.75 gal/sq plus walnut shells at 0.75Iba per sq, 46 Deck: NC Incline: 3/4 Foam: Spray application of 24. thick °I'olyfoam 273" (2.71b /fts ) Surfacing: Spray application of 28 to 34-mile "U•9730" (aluminum) 47 decks NC Incline 1 /2 Insulations Spray application of 21n. thick "Pnlyfoam 273" (2.71b /ft' Surfacing; Spray application, of 29 to 34,nt "U- " ivory) GAF MATERIALS CORP 1306 1361 ALMS RD, WAYNE NJ 07470 "Ruben:id 20" or "Ruberoid Modified Base Sheet" alternate to Type G2 *base sheele in any of the following 1/2 in. thick (min) gypsum board or 4/4 ins. thick DeneDeckO may be used to any existing noncombustible d When this is done, the resulting roofing. Is accept combustible (15/32 in. min) roof deck joints in the overlaymet board are offset 6 in. with the joints in the dec p part of the he roof system, it must be placed below the overla}•ment' Also, multiple plies of "GAFGT,AS Ply 4" or "Ply 6" may be adhered to G sum DenaDeekm in hot asphalt. eruGuard Ultra" is an acceptable alternate to "LnergyGuard" in any applicable CIassification. ••: GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be tnechani- cally attached or hot mopped Over noncombustible decks and as a recover over existing roof s GAFGLAS 1�Inssulation may be utilized as a'cover board over "SUER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt a one insulation adhesive. Polysty- rene reference in any of the follow g Class' = include "ENERGuan3 E1'S Insulation ". References to glass fiber Inoula include "P..nergyGua • '.berglass Insu- lation ". ASPHALT FELT SYSTEMS HOT ROOFING ASPHA. C22 asphalt mat base ' eat (•'GAFGLAS 675 Base Sheet" o LAS 000 TIMA" ) is a suitab alternate for Type Cl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "G +LAS Ply 6" ).in the Crass A, or. C roof systems indicated below. The roof deck may first be covered with a - G2 asphalt glass mat base sheet "GAF Stratavent Eliminator laming Ba< beet ( Perforated.)" or "GAF Stratavent Eliminator Venting Base Sheet (Na�,bieY' . Perforated to be mopped and nailable to be mechanically attached mule side down. As at noption T'vpa G2 asphalt! glass mat base sheet "GAFGLAS #75 Base Sheet ", GAFGLAS#130 ULTIMA" or "GAP Stratavent Ell ; :for Venting Base Sheet (Mailable)" may be substituted for Gl asphalt gla fiber ply sheet (" GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or hani tally fastened. 'Unless otherwise indicated, all insulations may be hot mopped or mech0 cony fastened. "GAI ;LAS Plashing" or "Ruberoid" may be used for flashing in any of the Class A, 13 or C systems listed below. When " perlite" is referenced, this includes "GAFTPMP PERMALITEOD" or any other UL Classified perlite Insulation. Gushed Stone or sing are suitable alternates for gravel in any of the Class A, 13 or C systems listed. Structural cement fiber building ttni re comsidtred suitable to be Included as a deck in the following Class A, B or ems listed over C•15/32 or NC. The use of gypsum board under any of the' fn Class A,13 or C systems does not adversely effect the rating. The use of 1/2 in. m im board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulatioi board between min 3/4 in. perlite board and deck with rosin paper (perlite /resin paper /polystyrene / perlite) is a suitable alternnte Mr isocyanurate board in the following Class A, B or C systems. "MICA Bnerg�uyGuard RA ", "BMCA Tapered Bnergy(. card RA" and "BMCA En ,uard 1" may be substituted for arty Atlas polytsocyanurate insula- tion in any of the following Classifications. Trumbull "Noma Mum?' may be utilized with any of the following "Asphalt Felt Sys�tems with Hui Wing Asphalt ". CAMAS 4t1111 Premium Base Sheet may be used In any of the following systems, "GAFGLAS Flex Ply 6" is n suitable alternate to " GAFGLAS Ply 6 ". be utilized as an '$ections. G-P Gypsum ec Classification. acceptable r use over gypsum oard and k. If olvti a is P • "C insulation in Unless otherwise Ito.•. ng Asphalt" any be P'Permalite Recover Board" may be used In lieu of any perlite f the following NC Classifications. sated, any of the "Asphalt Pelt Systems with Hot cad with "Fireshield MB" at 25 » 3.0 gal /sq. Clay- B and C Hotro. membran "Ruberold "Ruberoid Mop rig asphalt, for use with organ c r ss felts or modified bitumen at Weld" SBS tooling membrane may be used in lieu of S products in any applicable Classification, Class A Deck: 0-15/32 Incline 3 insulation (Optional' . One or mom layers perlite, wood fiber, glass fiber, igex;yanurate, ureth perlite/isocyanurate composite, perlite/ urethane composite, wood fi isocyanurate composite, phenolic, any thickness. ow sheet: Three or more Is 1. y or urfaein • Gravel. 'Dec 45/32 Inclines 2 hunlabo • . tionell: One or' more layers partite, , •tut fiber, glass fiber, isrcyanu urethane, perlite /tsocyan;arate cam , ire, perlite/ urethane composite, fiber /isocyanurate composite, p. noire, any thickness. • Ply Sheet: Three or. more layers -- = Gi • "GAFGLAS y 4° or "GAFGLAS Ply 6 ". , Cap Sheet One layer Type G3 ''GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". eek: NC ■ • one r One or more layers perlite, wood fiber, glass fuser, ysuucate, urethane, perlite/isocyanurate composite, perlite/ urethane mposite, wood fiber /isocyanurate composite, phenolic, 2 its. max. Ply Sheet Two more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One lay C4 "GAFGLAS Mineral Surfaced Cap Sheet" or "F„nergyCap Miner Surfaced Cap Sheet ". 4, Deck: NC Inclines 1/2 Insulation: One or two layers "Isot v t R", 4 In. max, hot mopped. Ply Sheet: Any UL Classified gravel sur Class A asphalt glass fiber stem. 5. Deck: Slip Sheet• Base Sheet: nailed), • Inclines 1 .l)r Red rosin paper, nailed to d:,,;, e 1 G2 ' GAFGLAS #75 Base eat" (may be Ply Sheeh One or more layers Type G1 . , " : r GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cep !Sheet" or "BiiergyOlp Mineral Surfaced Cap Sheet ", Deck; NC incline: 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAP - GLAS Ply 6„ Cap Sheet; One layer Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", Deck; C -15/32 Incline: 2 striations One or more layers perlite, glass flier, istuyanurate. urn th e, perlite /isnevanurate Composite, perlite /urethane composite, pile no)ie, .0 tn. mtn (offset from plywood joints 6 Ind, Base Sh t One or more layers Type Gl, G2 or G3. Membran "%Aneroid or 'Rub ; One or more layers "i:ubemid 'torch" (Smooth or Granule). arch Plus" (granule). "Ruberoid Mop" (Smooth or Granule) id Mop Plus" (granule). eel, Type GA "GAFGLAS Mineral Surfaced Cep Sheer or "BnergyCap Mineral gurfneed Cap Sheet", hot :topped. 8. Deck; C•15/32 tnellnet 2 Irteute+tion (Optionai): Ono or more layers perlite, wood fiber, gloss fiber, isocyonurate, urethane, perlite/isocyanerato composite, perlite/ urethane Composite, wood fiberlisucyenurnte composite, phenolic. any thickness. Base Sheet: Two or more layers Type C2 or G3. Ply Sheet (Optional): One or more layers Type Cl, Membrane; One err more layem "Tuberoid 'Torch" (Smooth nr Granule), "Ruberoid Torch Plus" (+ranuic), "Ruber id Mop" (Smooth or Granule) or "Ruberoid Mop Plus.' (granule), LOOK FOR THE UL MARK ON PRODUCT t 09/08/2013 11:21 FAA. 30 7518 578 TGFU.R1306 ; Roofing Systems Pace Bottom See General Information for Roofino Systems BUILDING MATERIALS CORP OF AMERICA, DEA GAF 1361 ALPS RD WAYNE, NJ 07470 USA /37,(,r. r )og:)l . TGFU. R1306 Roofing Systems Roofing Systems UUUi/ UUUL Page 1 of 2 R1306 "Ruberold® 20° or "Ruberoid® 20 HT' or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1-In. thick (minimum) gypsum board or 1 -in. thick (minimum) Georgia - Pacific Gypsum LLC " DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"' Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia - Pacific Gypsum LLC " DensDeck® Roofboard," " DensDeck Prime® Roofboard" or "DensDeck DuraGuard"" Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple piles of "GAFGLAS® Ply 4" or'Tri -Ply® Ply 4" or "Trl -Ply® Ply 6" may be adhered to Georgia - Pacific Gypsum LLC " DensDeck ® Roofboard," " DensDeck Prime® Roofboard" or "DensDeck DuraGuard"' Roofboard" in hot roofing asphalt. "EnergyGuard"" Ultra" is an acceptable alternate to "EnergyGuard" RF" in any applicable Classification. "GAF Stratavent® Eliminator" Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuard"" RP insulation In any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced In any of the following Classifications include "EnergyGuard"" EPS Insulation ". Unless otherwise Indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's Installation instructions (excluding LRF Adhesive 0) In any applicable Non - Combustible Roof Deck Classifications. References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". "EnergyGuard"" Tapered" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA") Is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") In the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"' Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator"' Venting Base Sheet (Mailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and naliabie base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator*" Venting Base Sheet (Mailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid ®" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified periite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. http: / /database.acom/cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =TG... 9/9/2013 09/09/2013 11:21 FAX 3057518579 TGFU.R1306 - Roofing Systems Lfl 0002/0002 . . Page 2 of 2 Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 'h -in. minimum thick gypsum board Is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perilte /rosin paper/polystyrene/perlite) is a suitable alternate for polylsocyanurate board in the following Class A, B or C systems. "EnergyGuard"' RA" or "Tapered EnergyGuard"' RA" or "&iergyGuardTM Composite RA" may be substituted for any Atlas Roofing Corp. poiyisocyanurate insulation in any of the following Classifications. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". " GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. " GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra - Flexible Ply 6" are suitable alternates to " GAFGLAS® Ply 6 ". "GAFTEMP Perrnalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3- ga1/100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoido Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A Incline: 3 1. Deck: C -15/32 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or poiyisocyanurate or urethane or perlite/polylsocyanurate composite or perilte /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more piles Type G1 or "GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4" or "GAFGiAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/poiyisocyanurate composite or petite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness, Ply Sheets — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or " GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional); — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perilte / polyisocyanurate composite, periite/urethane composite, wood fiber / poiyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheets — Two or more plies Type G1 " GAFGLAS® Ply 4 ", 'Tri -Ply® Ply 4" or " GAFGLAS® Ply 6 ". — One ply Type G3 ° GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® Mineral Surfaced Cap Sheet." ergyCap" Deck: C -15/32 Incline: 1 beet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 " GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — 073 or more plies Type G l. " GAFGLAS® Ply 4° or 'Tri -Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: - ire ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri -Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap" Balr Mineral Surfaced Cap Sheet." Surfacing (Optional): — "TOPCOAT® EnergyCote'""" applied at a rate of 2 -ga1/100 -ft2. http : / /database.ul.com/cgi- bin /XYV /template/LISEXT /1 FRAME /showpage.html ?name =TG... 9/9/2013 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 201910 Permit Number: RF -8 -13 -1966 Scheduled Inspection Date: October 28, 2013 Inspector: Rodriguez, Jorge Owner: LEE, EDWARD Job Address: 137 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Roof in Progress Work Classification: Flat Phone Number Parcel Number , 1121360090200 Phone: (305)953 -3333 Building Department Comments RE ROOF TO A NEW FLAT MINERAL CAP SHEET ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 201808. CREATED AS REINSPECTION FOR INSP- 198178. October 25, 2013 For Inspections please call: (305)762 -4949 Page 7 of 17 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 201909 Permit Number: RF -8 -13 -1966 Scheduled Inspection Date: October 29, 2013 Inspector: Rodriguez, Jorge Owner: LEE, EDWARD Job Address: 137 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Cap Sheet Work Classification: Flat Phone Number Parcel Number 1121360090200 Phone: (305)953 -3333 Building Department Comments RE ROOF TO A NEW FLAT MINERAL CAP SHEET ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 201807. CREATED AS REINSPECTION FOR INSP- 198176. No ladder C)6,,, 17", C41 t,---a/G-i-% I qt., October 28, 2013 For Inspections please call: (305)762 -4949 Page 24 of 46 , Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 202029 Permit Number: RF -8 -13 -1966 Scheduled Inspection Date: October 29, 2013 Inspector: Rodriguez, Jorge Owner: LEE, EDWARD Job Address: 137 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Roof in Progress Work Classification: Flat Phone Number Parcel Number 1121360090200 Phone: (305)953 -3333 Building Department Comments RE ROOF TO A NEW FLAT MINERAL CAP SHEET ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Inspector Comments CREATED AS REINSPECTION FOR INSP- 201910. CREATED AS REINSPECTION FOR INSP- 201808. CREATED AS REINSPECTION FOR INSP- 198178. Not ready Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 28, 2013 For Inspections please call: (305)762 -4949 Page 38 of 46 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 202030 Permit Number: RF -8 -13 -1966 Scheduled Inspection Date: October 29, 2013 Inspector Rodriguez, Jorge Owner: LEE, EDWARD Job Address: 137 NE 108 Street Miami Shores, FL 33161- Project <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Tin Cap Work Classification: Flat Phone Number Parcel Number 1121360090200 Phone: (305)953 -3333 Building Department Comments RE ROOF TO A NEW FLAT MINERAL CAP SHEET ROOF Infractio Passed Comments TIN CAP SPACEING INSPECTOR COMMENTS False False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 201984. CREATED AS REINSPECTION FOR INSP- 201809. CREATED AS REINSPECTION FOR INSP- 198177. PAP 4.14,"•4— , -✓ �`� '46 .441 u Gvsyr-e_77 cis g5/0-e-- pt-F444„,-(71-j. ` O ge-PZ T-- sizif-76.,,k s' • 6 I v) October 28, 2013 For Inspections please call: (305)762 -4949 Page 39 of 46