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RF-12-547Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171730 Permit Number: RF -3 -12 -547 Scheduled Inspection Date: April 05, 2013 Inspector: Bruhn, Norman Owner: DARRING, AL & STEPHANIE Job Address: 38 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060131480 Phone: 305/244 -7501 Building Department Comments REMOVE EXISTING TILE ROOF AND REPLACE W FLAT ROOFING MATERIALS. REMOVE AND REPLACE TONGUE AND GROVE OVERHANG BOARDS. Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 05, 2013 For Inspections please call: (305)762 -4949 Page 1 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187353 Permit Number: RF -3 -12 -547 Scheduled Inspection Date: March 19, 2013 Inspector: Bruhn, Norman Owner: DARRING, AL & STEPHANIE Job Address: 38 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Permit Type: Roof Inspection Type: Roof in Progress Work Classification: Flat Phone Number Parcel Number 1132060131480 Phone: 305/244 -7501 Building Department Comments REMOVE EXISTING TILE ROOF AND REPLACE W FLAT ROOFING MATERIALS. REMOVE AND REPLACE TONGUE AND GROVE OVERHANG BOARDS. Infractio Passed Comments INSPECTOR COMMENTS False Pass ,04fif-(1 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- 171729. work covered without inspection. NB March 19, 2013 For Inspections please call: (305)762 -4949 Page 24 of 41 A -1 Engineering Inspection Services, Inc 7066 SW 44in Street Miami, FL 33155 Tel: 786 - 398 -9177 Fax: 786 - 800 -2627 alroofinspection@gniail.com LAB CERTIFICATION # 10- 0512.01 TO: CITY OF MIAMI SHORES BUILDING DEP Project 38 NE 102 ST MIAMI SHORES FL DATE: March 14, 2013 CONTRACTORS: Advance Construction PERMIT# RF -3- 12-547 On 03/14/2013 our inspector made an inspection at the above - mentioned property. Base Sheet= WOOD DEK 1 Base #75 1/2 Fiber Board 2 Ply VI Hot Mopped 3x3 drip metal 11/4 RS nails 4 OC 1 Ply Cap Seet Hot mopped FIELD 9 OC @ LAP 2 ROWS @ 9 OC PERIMETER 6 OC @ LAP 4ROWS @ 6 OC LONER 6 OC @ LAP 4ROWS @ 6 OC Product used G.A.F Material Corp This report is based on a physical inspection of existing roofing material installed as described above and certifies that the above roof complies with the plans and permits submitted. to the above mentioned city. Please do not hesitate to contact my office if you have questions regarding this inspection. REMBERTO CONTRERAS P.E P.E # 21522 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (-41 61 ) 1 rL-- INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMI : ' ICATION FBC 2 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): AI 1) kit/ A/ Address: 31 /2 /02. Y €..CT" City: 441/fr2ji-.34ad lef State: Pi Tenant/Lessee Name: ECau �tiP k R�i�.• lt6.t "'� nht Permit No. 12,(212- Master Permit No. Phone#: -305-42/ -3207 Phone #: Email: a %Ary ly a y4102. Co#i, Zip:3J /3F JOB ADDRESS: 33' /IL /02. J1'j�'+ee?— City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: 3313) Is the Building Historically Designated: Yes NO 1/P Flood Zone: CONTRACTOR: Company Name: ,4-,4h.Ce- 141"rne,Oat, 1f � Phone #: 3o,' °i©V 7P-7 Address: . + PVC s ttiB. f3'h 1 City: 4/040i,/ State: Qualifier Name: Phone #: State Certification or Registration #: C GCCO /773 Certificate of Competency #: Contact Phone #: of 004" 795 % Email Address: N/ A- DESIGNER: Architect/Engineer: Nary; !�i 747 33/ 73 Phone #: Value of Work for this Permit: $ vrQOep�lD Square/Linear Footage of Work: SL Type of Work: ❑Addition ❑Alteration New hk7Repair/Replace ❑Demolition Description of Work: R ye ACA j° ii - K, reef <,s, Ace /v/ rQ i /q PI e,' > ! ' v .4 , • +x******** `* ** ** **** *********x:*a *** * s **x: *** ************ ***** *****+x*+x****+x**** Submittal Fee JCJ ;14:7 Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ c21�' 10 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ;Moiigage'Lender's Address • e ° a City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or gent The foregoing instrument was acknowledged before me this day of � , 20 I .., by /�''( P who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Signature Contractor The foregoing instrument was acknow edged before me this ?2 day of pAc — , 20 .by > C&M( 60 idea-1/4.. who is personally known to me or who has produced 112•1, as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My c ARIANG GON7AI F7 ary Put ric, - State of Florida Jt yon y 24, 2014 t�et xpit erni ,swn # DD 995253 ************************** x:: x******* ***u:*+x***+x+x+x+x***** *** : **m************ ******+ x*****x :***u:*****+x******+x****** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk • • 0,16”900P7=Sigriatvaxt4.,,, • #1.741W4-7:4.,. Atr,?' *km •• :*6510.4it • ; • ..P.T.4m$1-€07/toc41" :yiSgtOkt:rititit* • • • • • • • .1., , .,.. ''').' 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THIS DERTIFICATE 00E3 NOT AMEND, EXTEND OR Miami , ?L 33126 ALTER THE coVIERAGE AFFORDED SY THE Pamirs BELOW. (3051649-3S66 i INSURERS AFFORDING COVERAGE INIMIED ADVANCE CONETRoCTIOR swim GRoDP, 3:6C mum A: Ankmax. cum= =mama HAW 5910 SW 93 PL NIA/61 , FIg 33173 ••■••■•■• COVERAGES INSURER INSURER O; INSURER DI INSuRIFR ol=1• THE POLICIES OF INSURANCE Lem BELOW HAW ash-II ISSUED TO THE INSURED NAMEDABOVE FOR rTHE POLICY PERIOD INDICAM, NOTWITRErANDIND ANY REOLETEMENT, TERM OR COMMON OF ANY CONTRACT OR OTHER Doculimusr WITH RESPECT TO WHICH INS CERTIFICATE MAY BE MEMO oR MAY PERTAIN, THE INSURANCE AFFORDEP lav THE POLICEs DESCRIDED HEREIN IS SUBJECT TO ALL THE TERMS WOLUSIONS AND CONDMOn OF SUCH POLIOIMAGGREGATEINITS SHOWN MAY HAVENER asguDED SY PAID CLAIM& J. IJul rorlipprpirri 11111M0111111*- ELRALNALNNWIm 1LomwaR ELDGEME-POLMYLIMIT DESCRPTIONOPOPERATIONS/LOC.ATIONE/VEINOLES/EXCLUSIONEADDEDBYENDORDEMENTIEPEDIALFRoMON5 NERTIFICA75, MIAMI SEOS sumnan DEPT 10050 N.E. 2ND AVENUE KUM 21102121 33132 LOORD2S(2001101) ZOO/ TOO'd Z6ESO .••■■••.11111=6. E OP THE Agovk BE CANCELLED ORE EXPIRATION DATE TNEREOF. THE ISSUING INSURER TALL ENDEAVOR TO NAILEL, DAYS WRDTEN NOME To THE GeRTIPICATE HOLDER NAMED TO TiiE LEFT Bur FAURE to DO et) tRiALL voSe IO OBUSATION Ca LAWN OF ANY KIND UPON THE INSURER. ITS AGENIV ON RsPRIISINTATNEE. AuTNORIZED REPResoNTATIVE 0 ACOFtD 170N 1888 SO:ZT ZTOZ/tO/t0 . ACORN CERTIFICATE OF taiscn-y INSURANCE i ; DATEOREDERMY.) ' 2/121ANW... fIROtdc at "t arrienzaz MOR• OP mamma 4620 NW nb. tt Miami , Fit 33126 • ao 64:9h-S5E i1 etitig=== gS 1SU6D AS .A. WaTUR Or. ttarafgazOrktf i cove AND CONNERS MOWS' trosi THE asTDAGATE . I HOLD5R. MI5 000 ig4 . MBA EMIR OR 1 fel:MR.3AR . .— AppoRriED EP( THE .POLICIES DIEU*. ,. tOtsualEas APPORONNI CJE . NNW 4240RED • .....______• apanicEss CONSMszterz MO spr 93 FL 33113 . • . • a:PAVY-CRZ GROUP, mat ■ faseffax.4. *Arm= casEaz **441*Asism .1, MOROI a, 1 . . : n4505are et ' . • . . ristmeg cr. ' i.912GFieR E • . . . •• . .THE.eottle§prsouRsozuktoserow /Ott PFDIARIEssawr. •TERat OR CONDITION. Of. OAYMaTTAWDOAOURANCeNWM#OW POMMES.AdoReDATVDAstrasHISANIAW 413k7=1-7----u .145porist usissury onateauLasioamiliaLarY I cLaussme • mom •11. GSM AGOFERAVE tiSlitavetges Pa • potacr 7-1.00 ageSlestatritratfi.ikaosts tostEDABOye FOR THZPOLICYPIERIo0 HvgoATED. NOTINITNSTANOtNo csgarNip-ve matfOorrnIENTVatul AgaIVCr voscii TINS P45PITwitATA NAY ND.ISSLIEP. 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CDN2RWTOR Vit, ZERTIROATIE '1401TER WAta saok0$ 1.60E0 Z4E 2HD .avp immt m 03166 09 5% COSR4ERciA,T1 r•95% PiESIDENT lab AciORO2Npaa.Faa) 100/ TOO'd Le9SO cARdRitAtii0/1 f:aLtoupwri 0,114vezve you= crocamecvssFoRrINE•wswom tam TGEREOF.:410 MGM emossvo* To.mss..30. oat yoarreu ticroce•To THE. ceerFordas I4flAMEb7OT) LT MO 00.80 GEtALL: wogs tp.osueolott oft wintsrror Are Ths. impeuvw its.Acrotrate.: ponstsitiksiieks.. ApaaatsmaREPAESENVI.TNN' OAOORD ts:9T S10Z/SI/Z0 Miami -Dade My Home My Home miarnic ade._ Show Me: Property Information Search By: Select Item Text only LA Property Appraiser Tax Estimator Property Appraiser Tax Comparison El Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 -013 -1480 Property 38 NE 102 ST Mailing AL DWAYNE DARRING &W Address: STEPHANIE Living Units: 38 NE 102 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2323 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 3,538 Lot Size: 17,250 SQ FT Year Built: 1948 $50,000/ $179,432 MIAMI SHORES SEC 1 City: AMD PB 10-70 LOTS 7 Legal TO 9INC BLK 11 LOT Description: SIZE 150.000 X 115 OR 18978 -2805 01 2000 4 OR 18978 -2805 0100 01 Assessment Information: Year 2011 2010 Land Value: $148,522 $155 595 Building Value: $275,809 $275,847 Market Value: $424,331 $229,432 $431,442 $226,042 Aseecsed Value: Exemption Information: Year 2011 2010 Homestead: $25,000 $25,000 nd Homestead: YES YES Year 2011 2010 Applied Applied Taxing Authority: ETaxable ETaxable Value: Value: Regional: $50,000 / $179,432 $50,000/ $176,042 County: $50,000/ $179,432 $50,000/ $176,042 City: $50,000/ $179,432 $50,000/ $176,042 School Board: $25,000/ $204,432 $25,000/ $201,042 Sale Information: k, .nee• 11 mrtnn Page 1 of 2 AC 11\1E: TOOL' i',Lit 1 it GI n GI II Aerial Photography - 2009 0 116ft My Home I Property Information 1 Property Taxes 1 My Neighborhood I Property Appraiser Home 1 Using Our Site 1 Phone Directory I Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site O 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street Highway Mlaml -Dade County Water N a+E i http: / /gisims2. miamidade .gov /myhome /propmap.asp 4/3/2012 P11 iami Shores Vivage 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 Date: 3 Z.5 Az. 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: '4 4 Attgtel/1161 Property Address: 3? Ik- s'T"' l2�14 j �. �/? Roofing Permit Number: Dear Building Official: I Ai Ave/cm/6 certify that I am not required to retrofit the roof to wall connections of my buil ' g because: 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 constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 4-1 Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this f2Ci day of �0tcP` Pi ' MARIANGEL GONZALEZ so ,� • Notary Public - State of FIq Ida Notary Public, Sate of Florida at Large _ : �i� '= u „ ices May 24, 2014 qT %FO F f,,q;:° Commission # DD 995253 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or'7 Ole tt m ODwow: n,ito age mom was 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 5/21/2009 4. Florida Bundling Code Edition 2002 High Velocity Hurricane Zone Uniform Permft Application Form. Section A (General information) Master Permit No. Process No. Contractor's Name At va.) COP-0 s4 1r 4--Z, s.--d t,p3 nos 4,c-. 10,1"; 641 ktAt ROOF CATEGORY At et. • , t Div ilx,.�lT� ZONING DEPT BLDG DEPT is UBJ T TO COMP NCE WITH ALL STATE kND COl1NTi9UtES AND R1_1.Q; 8 -M11 Ivo • Slope 0 Mechanically Fastened Tile 1:3 Mortar/Adhesive Set Tile 0 Metal PaneUShingles CI Wood Shingles/Shakes ogles Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stacks Yes CI No ROOF TYPE TYpe: Natural D LPGX w Roof C Re-Roofing 0 Recovering "Repair 0 Maintenance ROOF SYSTEM INFORMATION lope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) e c) 3 S 0 Section B (Roof Plan) Sketch Roof Ram Illustrate all levels and sections, roof drains,/ scuppers, o e scuppers and overflow drains. 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INSTRUCTION PAGE .COMPLkTE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 0, 0 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Fire Directory Listing Page Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 A B,C 1,2,3,4,5,6 7 , 1 Prescriptive BUR-RAS 150 g A,B,C 4,5,6,7 Any Requ red Roof Testing/Calculation Documentation Asphaltic Shingles A,B,D 1,2,4,5,6,7 e Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. , From Notice of Acceptance: - Front Page . Specific System Description Specific System Limitations General Limitations, . Applicable Detail Drawing's 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofin . Considerations Re-Roofin • On 7. Any Requ red Roof Testing/Calculation Documentation 123_01-48 5/03 PAGE 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 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: 6 D1( no 1r cti Ce - Product Approval No.: 0 7' l J 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: —S /• y Pmax2: — eo• 3 Pmax3: -- I q• q Max. Design Pressure, from the specific Product Approval system: S 2. S r' 5 F Deck: y Type: 'y (N © U Gauge/Thickness:/ Slope: Anchor/Base Sheet & No. of Ply(s): 40' 7$ i 1'ty Anchor/Base Sheet Fasten arBonding Material: 4J-s ovq >U t/g t,wcPrt� insulation Base Layer: Base Insulation Size and Thickness: % ,A4 B se insulation Fastener/Bonding Material: h77/0P No 64 a T'Ype- Top Insulation Layer: 0" 4 Top Insulation Size and Thickness: /,a► Top insulation Fastener/Bonding Material: Nl, Base Sheet(s) & No. of Ply(s)• Base Sheet Fastener/Boing Material: rho- Ply Sheet(s) & No. of Piy(s): 2 P tY P4 PI Sheet Fastener/Bonding Material; Ply n o%) i.111C1n`a.i't Top Ply. CPO s *14 Top Ply Fastener/Bonding Material: Fla noP Rif eha l FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows 9 " oc Perimeter: to " oc @ Lap, # Rows 4 @ G " oc Corner: 4 " oc @ Lap, # Rows @ �' " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner 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 tti 6' uvo0 FT. 0 N h F Parapet Height Mean Roof Height 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: : 12 Steep Sloped Roof System Description Deck Type: Type Underlayment: Insulation: Fire Barrier: Fastener lupe & Spacing: Ridge Ventilation? • • Adhesive Type: Mean Roof Height: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: 15.34 FLORIDA BUILDING CODE — BUILDING 1 V1' V.1 \1JVU - 1 \VV1111 , LI)'JlVllla i ubv £. va ✓4.. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of V2 -in. minimum thick gypsum board is an acceptable altemate 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 (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma 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 Permalite 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- gal /100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® 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 "Ruberold® Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite/urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type G1 or " GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or " GAFGLAS® 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 polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — 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® EnergyCapTM' '" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. PIy Sheet — Two or more plies Type G1 "GAFGLAS® Ply 4 ", '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® EnergyCap7M BUR Mineral Surfaced Cap Sheet." 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. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -PIy® #75 Base Sheet" (may be nailed). PIy Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or 'Tri-Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-PIy® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT® EnergyCote'"" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 http: / /database.ul. corn /cgi- bin/XYV /template/LISEXT/ 1 FRAME /showpage.html ?name =TG... 4/5/2011 htar- 23 2011 1 U: SUHM HPERF EC I SEHL ROOFING 3054771576 TGFU:R1306 - Roofing Systems ONLINE CERTIFICATIONS 0 (RECTORY page Bottom p.1 Page 1 of 25 TGFU.R1306 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA "Ruberoid 20° or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. Ya -in, thick (minimum) gypsum board or 1/4-In. thick (min) G -P Gypsum Corp. "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. minimum) roof decks. However, the butt joints In the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Poofboard" 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 My 4 ", or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard° or "DensDeck DuraGuard "" Roofboard" In hot roofing asphalt. R1306 "EnergyGuard Ultra" is an acceptable alternate to " EnergyGuard" In any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be mechanlcally 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 "EverGuard" insulation In any of the following systems. 0 Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference In any of the following Classfications Include " EnergyGuard EPS Insulation ". References to glass fiber insulation Include " EnergyGuard Fiberglass Insulation". 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 altemate for Type GI 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 to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type (32 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet' or "Tri -Pty #75 Base Sheet" or " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be substituted for Type 01 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 Classifies perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems fisted. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, a or C systems listed over C -15/32 or NC. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desuriibed 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of 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 paged 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 APPROVED ASSEMBLIES Deck Type 1I: Deck Description: Wood, Insulated 19/r2" or greater plywood or wood plank System Type A: Anchor sheet Mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only plastic plate only (Table 3) Density /ft2 =P). EnergyGuardrm, EnergyGuard i Composite, EverGuard® ISO, EnergyGuardrM RA, EnergyGuardrM RA Composite Minimum 1" thick N /A' N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum V2" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Fiberglas (Min. 15/16" thick) N/A • N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation-listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVE•T® EliminatorrM Perforated laid dry or a layer of EnergyGuardm Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield°Non-Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT! Bliminatoi'Y'M Nailable, RUBBROID® Modified Base Sheet, RUBEROIDe 20, RUBEROID Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yT"' 6, GAFGLAS® 1175 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) NOA No.; 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: Base Sheet: Ply Sheet: GAFGLAS® Ply 4, GAFGLAS® Flex PIym 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Trill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill-Teem 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 Desi:,_ . GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows •9" o.c. in the field. (Maximum GAFGLAS® #80ULTIMATh, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved PA" 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 #7j GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -Teem 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 Anchor 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 —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem 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 --75 psi; See General Limitation #7) (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® EliminatorTM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 .RUBEROID® Heat- WeIdTM Smooth or RUBEROID® Heat -Weldor directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsisq; (see General Limitation #4). • One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yrM 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20. adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 1bssq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: Surfacing: (optional) One ply of Q FGLA.S® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral ap in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 4001bsisq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat.of Leak Buster"' Matrix"' 103 Cold Process Adhesive applied at a rate of 3 gatlfsq. 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 lbsisq. 3. Leak Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster"' Matrix"' 715 , Leak Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 13 gal./sq. 5. Leak Buster"' Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 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. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W' Dens DeckTM or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliancewith 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 Ibssq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psi. 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 maybe 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 nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and 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.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 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 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. C'9 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. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. ! 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). 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 to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be v ewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. t / 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 original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove ded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. J( Ventilation: Most roof structures should have some ability to vent natural airflow through the rote the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting w :. result in extending the service life of the roof. &t#*' Owner /Agents Signatu ate Revised on 7/9/2009 LD Li Contract',,?: i ► 'ure ' ate