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RF-15-162Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227037 Permit Number: RF -1-15-162 Scheduled Inspection Date: March 16, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: SARMIENTO JTRS, MARIA Job Address: 1059 NE 98 Street Miami Shores, FL 33138-2505 Project: <NONE> Work Classification: Tile/Flat Phone Number (786)333-2300 Parcel Number 1132050180230 Contractor: ALPERO GENERAL CONTRACTOR Phone: (786)357-7414 Building Department Comments RE -ROOFING TILE DARK GRAY INSPECTOR COMMENTS False Inspector Comments Passed Failed r Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 13, 2015 For Inspections please call: (305)762-4949 Page 13 of 36 RE: Permit # Ep Miami s Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: ` cowro-cf-00- 3 I C c 3 2� 1 g g P , licensed as a (n) Contractor / Engineer (Architect, (Print name and circle License Type) FS 46$ Building Inspector License #: CC C 1.3Z 1? On or about FFA Z4I'9 - `Z - Of S- I did personally inspect the roof deck nailing (Date & time) work at ry 'ST (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit 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 f/ day of —tCc R 0, ?.O I S CAROLINA PADILLA Notary Public - State o1 l Notary Public, Sate of Florida at Large Florida :P t a m. -Expires Sep 9, 2015 Commission # EE 104159 Bonded Through National Notary Assn. 'General, Building, Residential, or Roofing Contractors or any individual certified under 466 F.S. to make such an inspection. Include photographs of each plane of the roof with permit s and address # clearly shown marked on the deck for each inspection Revised on (7/1012014)512IM9 C I V II Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300!305-884-8834 Website: www.reilehengineering.com March 11, 2015 Alpero General Contractors 8900 Southwest 126 Terrace Miami, Florida 33176 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1059 Northeast 98 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: March 9, 2015 Roofing Contractor: Alpero General Contractors Project Number: 15-0212 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Flat Eagle Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Report of TILE UPLIFT TEST for Residential Home 1059 Northeast 98 Street Miami, Florida Proiect Number: 15-0212 Test 1Vumber Test Loadlb: TesfStatus" 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass Reileh Engineering Corporation -- Project Number - 15-0212 — Page 3 of 5 Test.Number Test Load lb' Test Status 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 1 35 Pass Reileh Engineering Corporation -- Project Number - 15-0212 — Page 4 of 5 Test Number Test Load lb Test Status 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass Test 1-20 Corner, 21-27 Ridge Caps, 28-43 Perimeter, 44-84 Field Reileh Engineering Corporation -- Project Number - 15-0212 — Page 5 of 5 40 19 17 NOf;TN eo 81 48 45 41 82 49 44 79 39 47 46 $4 84 2 161 42 15 12 II 10 33 9 32 69 68 CD 8 31 50 7 � 68' 65 167 43 64 66 1350 58 14 5657 63 52 29 P14 77 37 59 6162 76 60 2 38 78 3 28 6 4 5 65' NUMMP\ 0r t51" PFC JM�S1 - 1200 5F 0 f 96E CAP t5T LOCA110N FES 12 - 39 COf;W - 150 5F 15-0212 CRMM - 20 PWIMM P15TANCF, a - 5' MNOTE5 005Mg pinG� CAP - I COr; k ASA - 3'X 5' APPVOX, POOF t51" LOCA11ON5 ANf7 PIMMION5 BUILDING PERMIT APPLICATION Miami Shores Village Building Department JWls2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC XROOFING FB^C 20 V -`Master Permit NQ AF Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:/ 05 5' Al F 9 /1 S T City: Miami J J tS,hores County: Miami Dade Zip: � � 13 S Folio/Parcel#: //-� ? 0,-S- Q t ? �- 0 9- 0 Is the Building Historically Designated: Yes NO Occupancy Type: � Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 4A;�,d 51-� 4yir meAl-To Phone#: Address: &5 -el !L{` 9:Sy- City: Z e'a vyj r ° :� `t c VQ -5 State: Zip: 3-3 1 Tenant/Lessee Name: --� Phone#: +E '^'33--�" 2-Y co Email: CONTRACTOR: Company Name: M I 1,�" ✓ - -f CoL &LZ Phone#l\ Address: �VjW � _, /J,2-t�.ra; . City: C—( Staj4W, Zip: Qualifier Name: Phone#: 19 State Certification or Registration #: ' 3 % Certificate of Competency #: DESIGNER: Architect/Engineer: hone#: Address: City: State: Zip: Value of Work for this Permit: $ I Zt ;� Square/Linear Footage of Work: 32-CZ:� Type of Work: ❑ Addition ❑� Alteration ❑ New ❑Repair/Replacc',e ❑ Demolition Description of Work: '�y F -SA) 1 (/p 4-1 6S CU rx y color of color thru, tile: Submittal Fiee.$'J Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) -, Permit fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ _ DBPR $ Notary $ Double Fe��--e--(($ Bond $ ' TOTAL FEE NOW DUE $ L ° Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. ,.�,1,, f? 1 Signature Signature OWNER or AGENT N RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument rw1ast.acknowledged before me this —\,S� day of _�� 20 S by 1 S day of 7 20 a by . EE�E� to feL ho is person Ily known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print Seal: :*: Q "Q W COMMISSION t EE 069600 'pa• b� EXPIRES: May 15, 2015 Bonded Thm Notary Public undenwker. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) `•r o''• CAROLINA PADILLA Notary Public - State of FlJAssn, •: My Comm. Expires Sep 9, ��� Commission # EE 1041 ;Fov c��,•` Bonded Through National Notary Zoning Clerk CERTIFICATE OF LIABILITY INSURANCE Date 1/23/2015 Producer: Plymouth Insurance Agency 2739 U.S. Highway 19 N. This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend Holiday, FL 34691 or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 Insurer s: 2739 U.S. Highway 19 N. Insurer C: Holiday, FL 34691 Insurer D: Insurer E Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Commercial General Liability Each Occurrence Claims Made Occur Damage to rented premises (EA occurrence) Med Exp Personal Adv Injury General aggregate limit applies per: General Aggregate Policy ❑Project ❑ LOC Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) $ All Owned Autos Bodily Injury Scheduled Autos (Per Person) Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Oocur ❑ Claims Made Aggregate Deductible A Workers Compensation and Employers' Liability WC 71949 01/01/2015 01/01/2016 X I WC Statu- tory Limits OTH- ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? No If Yes, describe under special provisions below. E.L. Disease - Ea Employee $1,000,000 E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 80-65-828 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Alpero General Contractor, Inc Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in FL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ALFREDO PEREZ ROJAS LICENSE NO. CGC1510221 & CCC1328188 AS QUALIFIER, FAX: 954-456-2360 & 305-756-8972 / ISSUE 11-04-10 (CF) / REISSUE 01-26-11 (TD) / REISSUE 08-02-12 (SD)Reissued 12/10/12 (SH) / Reissued 12/9/13 (SH) REISSUE 01-02-14 (EP) REISSUE 01-23-15 (AF)(TD) Berlin Date 11/1/2010 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 A`oRD CERTIFICATE OF LIABILITY INSURANCE °0 6 0105 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 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ALL CITY INSURANCE INC - ACI 275 FONTAINEBLEAU BLVD. SUITE 190 MIAMI FL 33172 ME°C7 CARMEN RODRIGUEZ PHONE (305) 463-9431 FAX 1(305) 436.6797 E-MAIL GMAIL@ALLCITYINS.COM INSURE AFFORDING COVERAGE MAIC# E ESSEX INSURANCE COMPANY INSURED ALPERO GENERAL CONTRACTOR, INC. 8900 SW 126 TERR MIAMI FL 33176- 1116URER INIIIIHER . INSURER D . IN SUIRER E, 11/18/2015 CnVFIOAL`fFS CFRTIKICATF NtIMRFR-11 RFVLSInN NIIMRFR- 00 THIS IS TO CERTIFY 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. 1NSR TYPEOFINSURANCE ADDLSUBR POLICY EFF POUCYEXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAfMS-MADE a OCCUR X All BLANKET 3DS1904-01 11/18/2014 I 11/18/2015 EACH OCCURRENCE $ 1,000.000 DAMAGE TO RENTED $ 100,000 MED EXP (Any oneperson) $ EXCLUDED PERSONAL & ADV INJURY $ 1.000,000 -.. GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER:PRODUCTS X POLICY Pm OC - COMP/OP AGG $ 2.000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALLLLOWNED SA�SULED NON -OWNED HIRED AUTOS AUTOS t COMBINED SINGLE LIMIT BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTYDAMAGE $ $ UMBRELLA LIAR EXCESS LIAR HCLAIMS-MADE OCCUR ( I EACH OCCURRENCE $ AGGREGATE $ WORKERS COMPENSA110H AND EMPLOYERS' LIABILITY TLA, SNI, ANY PROPRIETORMARTNEWEXECUTIVE LA, OFFICERIMEMBER EXCLUDED? (Mandatory in NH) tyes,desaibe under "Y-.= DESC{E.L M I A gYSfTA OTH- - EL EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ DISEASE -POLI Y LIMIT I ROOFING OFENEOPERATIONS NCTS I� ch IC(AttaACORD 101, Additional Remarks Schedule, N more spare Is required) AI ;1wM""vvJ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE INILL BE DELIVERED IN BUILDING & ZONING DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES FL 33138- AUTHORIZED REPRESENTATIVE 0 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD #%L.. 1# _r%V W STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING RnARn CGC1510221 rhe GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 PEREZ ROJAS, ALFREDO ALPERO GENERAL CONTRACTOR INC 8900 SW 126TH TERRACE MIAMI FL 33176-5154 ISSUED: 08/21/2014 DISPLAY AS REQUIRED BY LAW RICK SCOTT, GOVERNOR SEQ # L14082101 KEN LAW& STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY 1 1[_FtjQ1W_ QnAor% 4101 CCC1328188 -he ROOFING CONTRACTnR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 PEREZ ROJAS, ALFREDO ALPERO GENERAL CONTRACTOR INC 8900 SW 126TH TERRACE MIAMI FL 33176-5154 ISSUED: 08/21/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408210t RICK SCOTT, GOVERNOR KEN LAWS STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION HOME INSPECTORS LICENSING PROGRAM The HOME INSPECTOR Named below IS CERTIFIED Under the provisions of Chapter 468 FS. Expiration date: JUL 31, 2016 PEREZ ROJAS, ALFREDO 8900 SW 126TH TERRACE MIAMI FL 33176-5154 003040 Local Business Tax Receipt Miami—Dade County, . State of Florida —THIS IS NOTA BILL — 1>0 NOT PAY [1 1) T 5685756 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ALPERO GENERAL CONTRACTOR INC RENEWAL SEPTEMBER 30, 20 331 8900 SW 5930301 Must be displayed at place of busin MIAMI FL 331766 Pursuant to County Code Chapter 8A —Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS ALPERO GENERAL CONTRACTOR INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC1510221 BY TAX COLLECTOR Worker(s) t $75.00 08/20/2014 CREDITCARD-14-033 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, Permit; or a certification of the holders qualifications, to do business. Holder must comply with any governmemal or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles— Miami—Dade Code Sec Ba -276, For more information. visit www miamidadee.9ovltpAWjkM 003380 Local Business Tax Receipt Miami—Dade County- State of Florida -THIS IS NOTA BILL — DO NOT PAY 6068209 BUSINESS NAME/LOCATION RECEIPT NO. ALPERO GENERAL CONTRACTORS INC RENEWAL 8900 SW 126 TERR 6330161 MIAMI FL 33176 LBT EXPIRES SEPTEMBER 30,20 Must be displayed at place of basin, Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS ALPERO GENERAL CONTRACTORS INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CCC1328188 13Y TAX COLLECTOR Worker(s) l $75.00 08/20/2014 CREDITCARD-14-033 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder most comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles — Miami—Dade Code Sec Ba -276. For more information, visit W -M miamidede govltaxcollector T ■■tm DAM :Si: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section Q (Steep Slowed Roof SystemZ Roof System Manufacturer: Product Approval Number: 12-0 Minimum Design Wind Presse, If Applicable (FFr'om RAS 127 or Calculations): Zz P1:.—P2. // P3. 24.�2.zj� Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: Stee Slo ed S stem Descri tion Deck Type; Roof Slope: TYpe Underlayment: 12 Insulation: w1/2V 0 Fire Barrier: ...... . ...... er Type Spacing: =RidgeVentrilatJon? Fasten��. �� •:�:•�%%��• � ..... 7' • Adhesive Type:€". `_`""��••�+• A •-- •. s i (,- Js/lam • • Type Cap Sheet. • • • • • Roof Covering: Mean Roof Height: ---Z,2--- Type & Size Drips Edge: 1-3:X-3 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M,with the values from Mt. it the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "koment Based Tile Calrrrlations Per HAS 127" (Pt f x A r2� ? M9: K, _� Product Approval M, �= o T2:�x s�'a _ -M9: f -7 = Mrz f ,'- Product Approval M, .3/: (Ps' 7LrJ x -Z -7-,e __ MQ: 1- M, 9: Approval M,, �a Method 2 "Simplified Tile Calculation Per Table Below,, Required Moment of Resistance (Mr) From Table Below Product Approval M, *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. 009* For Uplift based Vie systems use Method 3. Compare the values for F' with Al AleAs for • • • • •. F,. If the Fr values are greater than or equal to the F, values, for each area 01 9" NQof, than 0660 the tile attachment method is acceptable. 0 a • Method 3 "Uplift Based Tile Calculations Per RAS 127" • (P,: x 1: - -x w:= ____) - W: _x cos 0: = F,, ____. Product A Pd� • (p2. � x 1. pRrGY3lF: • x w:=, _ ) - W: _x cos 0: - = Fre - Product ApW9%lF• • • • A: _ x 1: -= ix W:= _ � _ W' �x cos 0• -=F,3_ Product ApWovWF: .••• Mf e aired Moment Resistance* Mean Roof Height -s Roof Slo a 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. 009* For Uplift based Vie systems use Method 3. Compare the values for F' with Al AleAs for • • • • •. F,. If the Fr values are greater than or equal to the F, values, for each area 01 9" NQof, than 0660 the tile attachment method is acceptable. 0 a • Method 3 "Uplift Based Tile Calculations Per RAS 127" • (P,: x 1: - -x w:= ____) - W: _x cos 0: = F,, ____. Product A Pd� • (p2. � x 1. pRrGY3lF: • x w:=, _ ) - W: _x cos 0: - = Fre - Product ApW9%lF• • • • A: _ x 1: -= ix W:= _ � _ W' �x cos 0• -=F,3_ Product ApWovWF: .••• Where to Obtain Information 13escription • S mbol here to find • Y • Design Pressure Pt or P2 or P3 RAS 527 Table t or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Wool Slope a Job Site Aerodynamic Multiplier t; Product Approva) Restoring Moment due to Gravity M° Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M. Calculated Minimum Attachment Resistance F' Product Approval Required Uplilt Wesistance F, Calculated Average T,le Weight W Product Approval Tile Dimensions I = length w width Product Approval All tabulations must be submitted to the S'ilding official at the time of permit application. SECTION R4402.13" HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics -Workmanship: The workmanship; provisions of Section R4402 are for the purpose of 4po4vingthat the rootingsystemmeetsthe hewind resistance and water intrusion performance standards. Aesthetics (appearance) are nota consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement LIIIA— owner and the contractor. 2. 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 to removing the existing roof system.) V'A" 3. 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 notify the occupants of adjacent units of roofing work to be performed. 44. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking canewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. 5. 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected.cwk '0000' 6. Overflow scuppers (wall outlets): It is required that rainwater flow off Sp.that the rqpf is pot overloaded from a build up of water. Perimeterledge walls or other roof extensions mcVj lgck this dMhtticde if overflow scuppers (wall outlets) are not provided. It may be necessary to install,ovAlpw scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. . 6.. .. 9996 a 69 . Ventilation: Most roof structures should have some ability to vent natu"aidlow through the interi , r of the structural assembly (the building itself). The existing amount of attic vadla bn shall-r�&- e reduced. It may be beneficial to consider additional venting which can result in exten aiic1g..t'Q service file of the roof. 0000.. Exception: Attic spaces, designed by a Florida licensed engineer or regi; venting, venting sh Il not be required. t � Owner's/Agent's Pignature Date (g� ►� Property Address Permit Number 0699V 0 699060 0000.. 9666. 66696 099996 6. 696669 699669 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 )WNERS'S AFFIDAVIT OF EXEMPTION 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owners Name: NA u 0A � 104-1,k wk) Property Address: I N . i' i o a r1. - ?3 i 3 g Roofing Permit Number De Buildin Official: j I.� N)A certify that I am not required to retrofit the roof to wall connections of my building because: `The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attaeb proof Qtac� 0 0 • • .. valorem taxation. 0000.. • •••••• • 0.000. ❑ The building was constructed in compliance with the provisions of the Florida Building Cod6F•I or with tMe provist'bns0. 0 .. 0 of 1994 edition of the South Florida Building Code (1994 SFBC) 0900 • • • **:see 0000.. 0 0 000.0 WIQZ4"" 0000.. Signature Print Name• . 0000.. . .. .0000. ........ .. . . 0.0 . . 0 . . 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 th;�� 5iay of X71 DARK S. FOX i MY COMMISSION # EE 089600 EXPIRES: May 15, 2015 Notary Public, Sate of Florida at Large Tr ul,� When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121!2009' Property Search Application - Miami -Dade County Page 1 of 8 Address Owner Name Folio SEARCH: Sub -Division: MIAMI SHORES SEC 8 REV IN PB 43-69 Property Address 1059 NE 98 ST Miami Shores, FL 33138-2505 Owner MICHAEL GORMAN &W ANN Mailing Address 1059 NE 98 ST MIAMI SHORES, FL 33138-2505 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/ Floors 1 Living Units 1 Actual Area 60.00• • • • 0000•• 0000•• 000.0 • 0000• .0000. • 0000•• •0000• • http://www.miamidade.gov/propertysearch/ 1/21/2015 Property Search Application - Miami -Dade County Living Area Adjusted Area Lot Size Year Built 2,494 Sq. Ft 9,880 Sq. Ft 1955 Page 2 of 8 Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Glossary PA Additional Online Tools Property Search Help 00.00• • • • 0000•• •••••• • •0• ••••• 0000•• • • 0009•• • •••9•• http://www.miamidade.gov/propertysearch/ 1/21/2015 MIAMI. ,, MIAMI-DADE COUNT11 CONTO DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) PROD 11805 26 Saect, Room 208, N BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEP'T'ANCE (NOA) www'.miamidade v2L/ cra ,Eagle Roofing Products LLC -' 1575 East C.R. 470 SumtervilIe, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modifyor suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this , acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. 0000 ESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Goldan Eagle'....- 0000.. Low Profile Concrete Tiles ' ' • .00.00 00 LA13ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city:state and following . 000*••• statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 0000 .. • RENEWAL of this NOA shall be considered after a renewal application has been filed and"dres been fto •hI,�,g e 0 0: • • in the applicable building code negatively affecting the performance of this product. 000 0 'so so 0.0000 . ...... TERMINATION of this NOA will occur after the expiration date or if there has been a revIsion ofchan °'►lOLlit'. 000000 materials, use; and/or manufacture of the product or process. Misuse of this NOA as an endossemetY of any Product, :....: for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to** mply with anseetion 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 revises NOA4 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. Ai'1'ROVED F�= NOA No.:12-0430.04 Expiration Date: 10/05116 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Annlicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W = 12 ''/d" nail holes. For adhesive set, direct deck or Thickness = %z" battened nail -on applications. Bel Air .Double Eagle L = 17" TAS 112 Concrete Tile Flat profile concrete roof the equipped with two W = 12'/a" nail holes. For adhesive set, direct deck or Thickness = %" battened nail -on applications. 000000 Ponderosa Concrete Tile L = 17" TAS 112 0000 0006.• Flat profile concrete roof title: with t sh • 0 equipped with two nololtcjle3 For edhesive set, Goo— Thickness = %" direct deck or battendti6rMItan applications. :6066: Ponderosa Double Eagle L = 17" TAS 112 6006 .. • 0 • p 0000. Flat profile concrete finish Concrete Tile W = 12'A" ro'bftite with shak6 6 6 equipped with two nalrI�dlR For eAesivit set, 0.0 0 • Thickness = %Z" direct deck or battened naoil•on applications. 6 • • • 0 • Golden Eagle Concrete L = 17" TAS 112 6.66.6 6 Flat profile concrete roof tile brushedfinuh 0000.. Tile W = 12 �1°� 6 o equipped with two nail Weg For adhejive set. 0000. . Thickness -'/x" direct deck or battened nail -on appltc� Beni. 6 Trim Pieces I = varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each the profile. MIAMI-DADecourv-rY KOA No.:12-0430.04 now Expiration Date: 10/05/16 Approval Date: 08/02/.12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test� Test Identifier Test Name/Report Date PRT Asphalt Technologies ERPF -001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix If TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies better Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 b TAS 108 (Mortar Set) The Center for Applied Engineering, Inc. 94-084 Static Uplift Testing Ma 1994 Y TAS 10I (Mortar Set) The Center for Applied Engineering, Inc. 25-7094-(2, 5, & 8 ) Static Uplift Testing Oct. 1994 The Center for Applied Engineering, Inc. 25-7183-(5 thru 6) TAS 102 Static Uplift Testing Feb 1995 i TAS 102 • The Censer for Applied Engineering, Inc. 25-7214-(], 5 & 8 • Static Uplift Testing • • • : • • • Marc 1995 •''�' 000000 • • • • 0 • o The Center for Applied Engineering, Inc. 25-7497-2 TAS 102 • • • • • . ' Static Testing � � : Dec. 1995 0000:. � • • • •: 0000 0 0 0. IAS 102 *00000 :'6.0 ' • The Center for Applied PP Engineering, Inc. 25-7496-(1 & 4) "" Static Uplift Testing ... • .. • • Liec. l 995 • • • • • • • • • The Center for Applied 25-7804-6 TAS 102 00'00' '..'.; 0000.. Engineering, Inc. Static Uplift Testing :":': Sep 1996 �. Celotex Corporation Testing 520109-1 TAS 102 .0000. • • • • • • Service 520111-4 Static UpliftTesting"Z298; • • • • • •' Celotex Corporation Testing 520I91-1 TAS lOl Service Static Uplift Testing March 1999 Walker Engineering, Inc. Calculations TAS 101 Aerodynamic Multiplier Sep, 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 P11AMIMECou FF NOA No.:12-0430.04 I` w' n Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS I I8, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11,4 1.42 1�(j • Ponderosa, Golden Eagle, 0.30178 00. • Ponderosa Double Eagle Flat • Tile 0 0 0 0 0 •••• • • Table 2: Aerodynamic Multipliers - A (ft) ' Tile ProfileIt (ft } ••••x } •• Bel Air, Bel Air Double Eagle, Batten Application Directbec*k ApplicoIlion Ponderosa, Golden Eagle, 0.30178 • onderosa Double Ea le 1=1at Tile • MIAMI -DADS KOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - MQ (ft-lbf) TileT Profile 3":12" 4":12" 5,.:12" 6":12" Greater than (min 15/32" plywood) (min. 19/32" plywood) 7":12'• Bei Air, Belttens Double Eag 30.9 Direct Battens Direct Battens Direct Battens Direct 4,9 Eagle, Battens Direct Ponderosa,.48 Deck 7.71 7.37 Deck 7.59 7.22 Deck 7.44 7.05 Deck 7.27 6.86 Deck 7.07 'Golden Eagle, Eagle, Ponderosa 1 #8 Screw 30.8 30.8 18.2 Double 2 #8 Screw 1-10d Smooth or Screw 51.7 51.7 24.4 Ponderosa Shank Nail Field Cli 243 24.3 •742• Tile I 1-10d Smooth or Screw••• 19.0 19.00000.. 0000 ��• Double Eagle 2-10d Smooth or Screw 35,5 35 5 • • • • 3 8 Shank Nails Field Clip)0000 Flat Tile .. 2-10d Smooth or Screw 31.9 31.9 32. Shank Nails Eave Cli Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck Direct Deck Battens (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw i 7.3 9.8 4,9 Eagle, Shank Nail I Ponderosa, 2-10d Smooth or Screw 14.0 1$,8 7.4 Golden Shank Nails Eagle, Ponderosa 1 #8 Screw 30.8 30.8 18.2 Double 2 #8 Screw 1-10d Smooth or Screw 51.7 51.7 24.4 Eagle Flat Shank Nail Field Cli 243 24.3 •742• Tile I 1-10d Smooth or Screw••• 19.0 19.00000.. 0000 ��• Shank Nail Eave Clio 2-10d Smooth or Screw 35,5 35 5 • • • • 3 8 Shank Nails Field Clip)0000 .. 2-10d Smooth or Screw 31.9 31.9 32. Shank Nails Eave Cli • • • •. • • • 2-10d Rin Shank Nails' 50.3 -65.5 48. 1. Installation with a 4" the headlap and f t 0000. 0000. 0000. •0000 •000• 000.0 • 0000• as erners are boated a min. of 21 from ad pf tile.V: 0 • • • •�- . 0000.. MIAMI.DaaecouNW NOA No.:12-0430.04 I� m ' Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TiieBond Average weight per patty 13.9 grams. 3M 2 -Com onent Foam Roof T'sle Adhesive AH -160 Avera a wei ht er a 8 rams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 118.5 Ponderosa, Golden Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 4p 4 Ponderosa Double Eagle Flat Tile m Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) 0000 for Mortar Set Systems • 0000 Tile Tile "OAftachninat.: • Profile Application 0"MesistAce Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Se# • • * � � • Ag gL 0• Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mnrtar MiAMI•DADECOUNTY NQA No.:12-4430.04 Il♦I ' i1�1 Expiration Date: 10/45/16 Approval Date: 08/02/12 Page 6 of 10 S. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE -%� FLORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUN-WERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building ode i order tG• •. • pP g cs .Pxgp. ...... y evaluate the installation of this system. •. 0000.. • .•i0•. • •0•i•• • 0000•• • • . 0000 •• • • • • • i 0 • 0000 i •• .••0• 00i00• • .• 011• 1• •• i• •• i 000000 • .00••• . • • i •i • • • • 0000•• • • 0 • • • • • 0000.• i• . . 000 • • • • . C DAI7ECpUt�ryy NOA No.:12-0430.04 � - 'now Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR BEL AIR DoiBLE EAGLE ►iAMI-DaoeCOUN Y NOA No.:12-0430.04 r r � Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 • • .... 0000•• 0000•• • 0000•• • 0••000 • • • 0000•• •••• • •• 00000 • • •0•••0 0 • 0000• 0000 so «" �" • • • 0000•• 0000• •. • • •, _ I' • • 0000•• 00 0 p~� BEL AIR DoiBLE EAGLE ►iAMI-DaoeCOUN Y NOA No.:12-0430.04 r r � Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE 0000 0000 0000•• 0000•• • • 0000•• 0000•• • •• 0000• • • • 0000• •• •• 0000•• • • • 00.000 0000•• •••••• • •s• • • MIAMIM" OUNTY NOA No.:12-0430.04 ' �' Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 1 o GOLDE\ EAGLE END OF THIS ACCEPTANCE C6DADELOUNV7Y X0A No.:12-0430.04 ' Expiration Date: 10105/16 Approval Date: 08/02/.12 Page 10 of 10 00.0 0000 0.00.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 .. • 0000 i .• 0000• 0000.• • • 00000 •• •• •• .• 0000•• . • • • 0000.. 0000•• C6DADELOUNV7Y X0A No.:12-0430.04 ' Expiration Date: 10105/16 Approval Date: 08/02/.12 Page 10 of 10 Florida Building -Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C tLow Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, identi as "NA") System Manufacturer: NOA No.: _ /.g Design Wind Pressures, Frnm RAS 328 or Calculations: Pmaxl: Z� max2: 7/7 Pmax3: Max. Design Pressure, From the Specific NOA System: �°' 5,Z' jr Fastener Spacing for Attachment Field: " oc 0 Lap, # Rows _ Perimeter: " oc @ Lap, # Roy Corner: " oc @ Lap, # Rows Number of Fasteners PE Board w Field: Perimeter Deck: ype' t�z S , Illustrate Components h GaugeJTh'ckr'ess' Details as Applicable: Slope: -ice Woodbiocking, Gutter, E s O'� Stripping, Flashing, Gontim Anchor/Base Sheet & No. of Pty(s): -76 trip, Base Flashing, C oping, Etc. An or deet F eniprkaon ell- Indicate: Mean Roof Height 41 Height of Base Flashing, Cc Material Thickness, Fastene Insulation Base Layer: Spacing or Submit Manufacl Comply with RAS 1 t t and Chapter Base Insulation Size and Hess: Base Insulation Faster/Bonding Material: Top Insulation layer. Top Insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sh er/Bo_noing aterial: Top Ply: Top Ply,.e4s n I ondjn M rial- Surfacing: /, )r/Base Sheet "oc ;- C @w Insulation Corner ted and ie Termination, us Cleat, Cant inter- Flashing, Parapet Height, ponent Material, Type, Faste'ne`r• eta •Details* 10.4t • • Parapet 34 eight I • • • • ••• • • • Mean Roof Height MIAMI -DADS COUNTY MIAM>•U E PRODUCT CONTROL SECTION OWNEW 11805 SN 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w, n .minmidade. ,ovleconomv_ GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of co6struction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County?Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails toperform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code including the High Velocity Hurricane Zone of the Florida Building Code. 0000 DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. 6'.•.•' 0000.. = 6• 6 . . 6 .0.6.0 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogoi �t1,06 tate aAd fallowing 00 statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • 00 0 V 6 0 0 6 0 0 RENEWAL of this NOA shalt be considered after a renewal application has been filed and tbi 0 as no char a '' ' • PF ��� g 0000. in the applicable building code negatively affecting the performance of this product. 6;'66' ' 0000: 000000 0 •00..0 . • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ckania in the 0 66,:0 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en rs m nt of any i6duc . 6 p P �?fg yF �...... for sales, advertising or any other purposes shall automatically terminate this NOA. Failure totbuiply wil:4 aripfction • • 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 displaced, 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 Oficial. This NOA revises and renews NOA No. 07-1219.09 consists of pages I through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0424.09 MU4Mi-QADECOUNTY Expiration Date: 11f04114 Approval Date: 10131113 Pagel of 17 ROOFIlYG SYSTEM APPROVAL at orv: Roofing Sub -Category_ BUR Material: Fiberglass Deck Tvpe: Wood Maximum Desien Pressure: -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICAI T: TABLE I Test Product Product Dimensions Specification Description GAFGLAS#75 Base 39.37" (1 meter) ASTM D 4601 Type 11 asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS #80 Ultima'" 39.37' (1 meter) ASTM D 4601 Type A asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® FlexPly— 6 3937' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS Ply 4 39.37'' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. •' • • • • • • GAFGLAS® EnergyCap' 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber M& cal) sheet itjrf4ged BUR Mineral Surface wide with mineral granules with 'A1IbIj appliSd Cap Sheet EnergyCote7 • • • • • • • GAFGLAS® Stratavento 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet coated wboth silos V*AW Eliminator Perforated Wide asphalt. Surfaced on the bdt T *,Jle wit�mLnetal Venting Base Sheet granules embedded in asph ffi! Coating m4th fttory •j• • • • • • perforations. ._ GAFGLAS' Stratavene 39.37" (1 meter) ASTM D 4897 A nailable, fiberglass base sheetdmpregiWt and Eliminator'wNaifable Wide coated on both sides with ahalttSurfarml Qnthe Venting Base Sheet bottom side with mineral granules embedded it? asphaltic coating. Ruberoido SBS Heat- 39.37" (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer - Weld" Smooth Wide modified asphalt and smooth surfaced. Ruberoid® SBS Heat- 39.37" (1 meter) ASTM D 6164 Non -Woven Polyester mat coated with polymer- WeldT' 25 Wide modified asphalt and smooth surfaced. Ruberoid 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. NOA No.: 13-0424.09 ��� MlAhfl•DADP COUNTY /1777t1rJ3if� Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 2 of 17 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification DescrWtion Ruberoido Mop Smooth 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. FireOut" Fire Barrier 5, 55 gallons Coating VersaShieleFire 350 sq ft. roll Resistant Roof Deck Protection Topcoat* Surface Seal 5 gallons SB APPROVED INSULATIONS: Product Name EnergyGuarC Polyiso Insulation Proprietary Low VOC, water based fire barrier coating. ASTM D 226 Non -Asphaltic Fiberglass Based UnderIayment. ASTM D 6083 Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. TABLE 2 Product Description Polyisocyanurate foam insulation EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation EnergyGuarr RN Polyiso Insulation Polyisocyanurate foam insulation EnergyGuard'" Perlite Roof Insulation Perlite insulation board. EnergyGuard"14 Perlite Recover Board Perlite recover board EnergyGuardr" RA Composite PoIyiso Polyisocyanurate foam insulation with high Insulation density fiberboard or Permalite perlite insulation SecurocO Gypsum -Fiber Roof Board Gypsum roof board Structodeko High Density Fiber Board High density fiber board Manufacturer With Current NOAI GAF i { NOA No.: 13-0424.09 Expiration Date: 11/04/14 ;Approval Date: 10/31/13 Page 3 of 17 GA);•••• .$ . 0000 00.000 •' GA • 0000.. 0000.0 GAF 0000.. 0;000.. ... GAT:. :....� 0000 GAi 0000.. . . 0000. 0� 00 00 00 ...... 010000 • • 01 0 0 . 'r """ USG Corl'!"i& Inc.:"": Bltuit4ltidje FiberBoard, . . . 00 0 i { NOA No.: 13-0424.09 Expiration Date: 11/04/14 ;Approval Date: 10/31/13 Page 3 of 17 APPRAVED FAsTENERs: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions ;(With CurrentNOA) 1. Drill-TecT" 412 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill-Tee#14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill-TecT" XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tecr" ASAP 3S Drill-TecTm #12 Fastener Various 1 GAF with Drill-TecTm 3" Standard Steel Plate S. Drill -Tec"" 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill-TecT" fasteners. 6. Drill-TecT 3" Standard Steel Round galvalume plated steel 3" round GAP Plate stress plate with reinforced ribs :For use with Drill-Tec— fasteners. 7. Drill -Tec" AccuTrac* Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill-Tec'm #l2 Fastener, Drill -Tec' #14 • • • • Fastener and Drill -Tec'' #15 • • • • • • • • • • 8. Drill -Teem AccuTrac" Fastener. Galvalume Steel plate for use 3" square • • @ 7 " ; ... ;. GAF ' . *00000 Recessed Plate with Drill -Tec"` fasteners, 0000 .. 0000 . 0000. 0000.. 4,.. . 0000. .. .. .. .. 0000.. ...... 0 00 . . . . ...... 00000. . 0 0 .. 0 .00.00 N©A No.: 13-0424.09 txpiratiou Date: 11/04/14 ;Approval Date: 10/31/13 ( Page 4 of 17 EVIDENCE SUBMITTED: Test Arencv Factory Mutual Research Corp. PRT Asphalt Technologies, Inc. IRT of S. Fl. Trinity I ERD Test Identifier J.I.2B8A4.AM J.1.3139Q 1.AM J.1.ODOA8.AM J.I.ODIA8.AM J.1.OY9Q5.AM 3029832 GAF -084-02-01 GAF -314-02-01 GAF -315-02-01 GAF 276-02-OIRev GAF -276-02-02 GAF -270-02-02 02-005 02-014 G6850.08.07 -I G34140.04.11-4 G30250.02.10 -3-R1 G34140.04.11-5 634140.04.1 I-5-Ri G34140.04.11-2 i DescriMion 4470 4470 4470 4470 - TAS 114 4470 - TAS 114 t 4470 - TAS 114 ASTM D 6083 ASTM D 2178 ASTM D 2178 ASTM D 6083 ASTM D 226 ASTM D 226 TAS 114 TAS 114 t ASTM D 3909 ASTM D 6401 ASTM D 3909 ASTM D 4897 ASTM D 4897 , ASTM D 6163 . . Date 07/02/97 01/08/98 07/09/99 07/29/94 04/01/98 05/11/07 05/09/06 08/23/11 08/23/11 12/16110 11/15/10 11/15/10 01/18/02 03/22/02 08113/07 04/25/11 11/26/12 q4j2�11 I '1,Q(j $613 .04/2$/ l I ...... • •• • .. .. ...... 00 0 MAM4DADEc� NOA No.: 13-0424.09 . • , �xpiratioa Date: 11/04/14 'Approval Date: 10131113 Page 5 of 17 Deck Type 1: Deck Description: System Type E: Wood, Non -insulated t9/32" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: i FireOutTM Fire Barrier Coating, VersaShieldo Fire Resistant Roof Deck Protection or SecuroekTM Gypsum Fiber Roof Board. GAFGLAS #80 Ultimam Base Sheet, Stratavene EliminatorTM T Sheet, Ruberoido 20, Ruberoido SBS Heat-WeldTM Smooth or Rul WeldTM 25 base sheet mechanically fastened to deck as described GAFGLAS Ply 4, GAFGLAS FlexPlyTM 6, GAFGLAS'0 #75 Ba base sheets attached to deck with approved annular ring shank nail fastener spacing of 9" o.c. at the lap staggered and in two rows 12' (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS'0 Ply 4, GAFGLAS'o FlexPlyTM 6, GAFGLASO #75 Ba base sheets attached to deck with Drill-TecTM #12 Fastener or Dr. TecTm 3" Steel Plate, Drill-TecTu AccuTrac® Flat Plate or Drill -Te Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. I equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex Plyw 6, GAFGLAS #75 Base Sheet or any 0A attached to deck with approved annular ring shank nails and tin cal of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the fieti (Maximum Design Pressure -52.5 psf, See General Limitation #; GAFGLAS' #80 UltimaTM Base Sheet, Ruberoie20, Ruberoid") attached to deck with approved 1'la" annular ring shank nails and is fastener spacing of 9" o.c. at the 4" lap and in two rows staggered 9" o.c. in the center of the membrane. fable Venting Base oid1e SBS Heat - ;e Sheet or any of above and tin caps at a o.c. in the field. Sheet or any of above TecTM # 14 and Drill - M AccuTrac* other rows are 0000 . 0000 . 0000.. rov Aiase sheets• • • 0000.. ram fastener spacing• • • • • • 0000 0 000 0000.. 00 -- 00000 by lmooth, base sheet a e: o o • rimed 3" steel,plale at a • • • • • • ttb%fastener spacing of • • 0 0 0 000000 0000.. (Maximum Design Pressure -60 psf, See General Limitation #7j . 0000.. 00 0 0 000 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck withbafl-lecTM #12 Fastener or Drill-TecTm #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM Accu?rac'o Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced appro;imateiy 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 sunk 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 -60 psf, See General Limitation #7) 4 i �� NOA No.: 13-1424.14 IMiAMI-RADE CC1l3MY - , . * Expiration Date: 1II04/14 ;Approval Date: 14/31/13 Page 15 of 17 GAFGLASO #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #/14 Fastener and Drill-Tecw 3" Steel!Plate, Drill-TecTM AccuTrae Flat Plate or Drill-TecTM AccuTrae Recessed Plate 8'3 o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ii (:Ply Sheet: One or more plies of GAFGLASO Ply 4 or GAFGLAS� 480 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS0 EnergyCapTm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate off 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq, respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq- Maximum Design Pressure: See Fastening Above ��� NOA No.: 13-0424.09 M . ,• ! JExpiration Date: 11/04/14 [Approval Date: 10/31/13 i Page 16 of 17 • . . .... ...... w••• . •• 00:406 • 00.00• • • 0000• •• •• ".06 0000•• • 0000•• • •! • • • ••0.0• 0000•• • • s •009 • • • • •0006• • • • ��� NOA No.: 13-0424.09 M . ,• ! JExpiration Date: 11/04/14 [Approval Date: 10/31/13 i Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS4' PIy 4 and GAFGLAe Flex PiyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" Dens DeckTM Roof Board or'/" Type X gypsum board is acceptable to belinstalIed directly over the wood deck. GENERAL LIMITATIONS: I . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the E'VT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum_ 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow dross ventilation. Asphalt application of either system shall be at a minimum rate of 12 IbsJsq. Note: Spot attached systems shall be Iimited 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,4m below 275 lbf. insulation attachment shat I not be acceptable. • • • • • • • • • • • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmen Wba6d ones minimum e fastener resistance value in conjunction with the maximum design value listed within a sp�ei k systentShould thee • • • 0 • fastener resistance be less than that required, as determined by the Building Official, a rd%1fdMtener spdcing, ; •. e • prepared, signed and sealed by a Florida Registered Professional Engineer, Registered AO%Uct, or Ril&teirgd ' Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdraWa10resistante value **:Goo taken from Testing Application Standards TAS 105 and calculations in compliance with�oo�rk Appli�t"o$ • Standard RAS 117. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirement of these arias. Fasten,, ••; densities shall be increased for both insulation and base sheet as calculated in compliancg wit4 Roof1drApplieatiorl • Standard RAS 117. Calculations prepared, signed and sealed by a Florida registeil�.Prdfessional Zgineer;""; Registered Architect, or Registered Roof Consultant (When this limitation is specifically refer ;Vithin this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I 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 comers). Neither rational analysis; nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) j 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.09 Expiration Date: 11/04/14 =Approval Date: 10/31/13 I Page 17 of 17 C TGFU.R1306 Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA 81306 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 4. Deck: C-15/32 Incline: 1 Slip Sheet (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. "Olyl and Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri,Ply@ #75 Base Sheet" (may be nailed). ."". Ply Sheet: — One or more plies Type G 1 "GAFGLAS4D Ply 4" or "Tri -'Ply 4": r �. GAFGLAS® Ply 6". • • • • • • 0000.. Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Slip&.' pr "Tri - Ply@ Mineral Surfaced Cap Sheet" or "GAFGLASOD EnergyCapTm BURUkoeral .. Surfaced Cap Sheet." • • • • • • Surfacing (optional): — "TOPCOATO EnergyCoteTM" applied at a rater?-gaU10ptf . 9. 99 .. .. 0000.. 9 Copyright © 2011 Underwriters Laboratories Inc. 0 99 9 9 999 The appearance of a company's name or product in this database does not; in itself asswe that products so identified have been manufactured under UL's Follow -U0 Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Rerinted from the Online Certifications Directory with permission from Underwriters LaborAtories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 0 2011 0000.. 0090.. .9009. 99999 0000. 0000.. 0000.. 0000..