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RF-13-1443Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INS P- 195921 Permit Number: RF -6 -13 -1443 Inspection Date: July 31, 2013 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: BONET, ALEJANDRO AND ELLEN Work Classification: Repair Roof Job Address: 1361 NE 104 Street Miami Shores, FL 33138- Phone Number (305)545 -4964 Parcel Number 1122320320020 Project: <NONE> Contractor: HORACIO UNZUETA Phone: 305 - 264 -5444 Buildina Deoartment Comments RE- ROOFING OF FLAT AREA Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 194250. Need to see pictures Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 31, 2013 Page 1 of 1 me temm wm eanaroars - ure p—wov, �, E••••,•••••,' •,• , •..,___ _ . _.___--- - -__ -- - cterdrdato holder In rou of such end s . FRovo z Alliance Insurance Solutlo , LLC. ID: TLR UQ cio TLR of Bonita Inc St Petl'e#ersb g� Fl uita B .�,, Ram TM of Bonita, Inc dba Enterprise Encore Business Soultions, Inc_ and its Subsidiaries Stt. P tersburg FL Street 4 Ste B INDICATED. NOTWITHSTANDING ANY RI �. CERTIFtCATE MAY BE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF SUCH WX CLAMOWAACE TYPE Qi' @1nANCE : ®ENERALWABIL47Y - *"� - CfIAL t�fERAt. LfaBfUii` ocam I Ar f4XM LtWr AFPLM PM. Attu) 6LIABU= AW auto nLL Ovma R somm .eta HM AUras j{ �a wo, � MR ON S ' Wa mm Compwmaftn G Excess Coveme Corm ProAded for a11 hid Clhcdve:1MV2007 ;NT, TERM OR.CONI)fTION OF ANY CONTRACT OR THE INSURANCE AFFORDED BY THE POLICIES DE : UMI s SHOWN MAY HAVE BEEN REDUCED BY PAID vr-r iT -r,-,- COGUMENT WI'['1-I RESPECT TO WHICH THIS D HEREIN IS SUBJECT TO ALL THE TERMS, 4�'- jw Isomy maw (Per 90") 1$- r rwps" cEm wo.: 16742974 AiMft Q=Y a /24/2013 42424 JO P419'M 1 of 1 07115'2013 15:33 3052649964 UN/Z'`UUETA HORACIO PAGE 01/02 sari 14 isutmup Assurance7soctates•5 C6 C- 0,✓ A - fr72263 p,1 1 rte- CtATH ---- 'TER ICATE OF LIABILITY INSI THIS CERTIFIGATi: IS:38tIED A'. A {1F INFORArW7101V Orq Y AND OCIrtFEFiS NO RJ�Ff' CBRTIPICATE DOVA NOT AFFMRP IA R 140GATIVEL.Y AMEND, EXTEND OR ALTER, THE C BELOW. THIS CERTIFICA'T`E OF NDOES NOT CONS'TITUT'E A CONTRACT BETWEEN _ FIAMMENTATWE OR. PRODUC.I iR C6RTincATE HOLDEN. ••• -- • — ... -- - -- - tISAPWM and littlo C6r{ifi0M holdiW i an • ITIONOkL INSUpMt th@ P09q{ieaj MUNI be endowad, If BUR R01 the feriaeo�°O ati* PO11Wy,co lkioantiv roauireaneedorxement.Astffwmnt oil tn{scerrk cs►tl8calr �,akta M tip, v# wch eedgr PtLObUcaR —..�. - -.,. -- CNrt►at� SalvaWcr Ga .Rr►s�lugttCeA�oca {esOtMtOrrti Vin"•""- a6; —._... _ 8743 SW 9 Terraw j1 ) 227 Mfe{tti, FL 331741st.- .... saiv;lldorg 3 pRDAtlG6ie Phone (345)227 -1121 .� Fox 3Q5j227.2263 +�u$roree>tlors�_ ' 110t2 to 11.1meta Lim A_- Ompada Insu 9422 S.W. 82 Ci -ir ":x.41- -. -iysu"a'ct MIA1141. FL 33144 - - -- 1 005) 9aT'9 -8023 9 IroguAV! e: cdVl= iiACCS - _ :ICA'CE1d113V113E[i: - ` - -.'1 1 Til§b lS TD' Tir=Y THAT '{YiE f'O�1G 33 OF i . S f INDiaAr�fl. NQ L157Inp BELOW [iA�E 8EEF11Sai1ED Tt) TH£iNSUFiE CET7g i'dAY °v{! O OR rAA P£RT Tf1E CYSURANGEA FORDED By THE PaLIC8 {iES{:RJSED# �pEXCLUSIQI4S ANN CONOr ouS OF 81. CH P IE L L6dRS Sti QWId MAY HAVE BEHN 1??i T4PEOFeN g St)tiR' - -• _- ii;rBUCEO BYAAIDMM LAMUly -101 rYHD FQS ICI NUlt2 PQLI4`f�F- - vl] CO C" GENenAL LLANLay J •A ;- =0193fl0004107q0 1 ' 11=2 202 11120 I riEf1Y AGGW60A7L u►�m Aart1E8 PER U FOUCYr Q -� LOC iooL �y tWaUia ALL OWNED AUrC$ r�-1 SCHMUL40 AUTOS, ! r L. K4t£15 Aut08 i U NC AUTOS i Nry P9?M1 r0R1 aR �xOFFIC pctrl%.VW? j Y� N f I ybp� IN NH) I D€SCf1iP?ItiNOF r IION9aa�..- �OE�iU 'nWV/3F01'ERA.T��>.QCA71Dl�Sf t6 :tJ47�dtAf:ORa19f,Auglttonel ..._� B StHad�la, M e�ors spwa* N riwlrga t_ csriTr` ttoiiil� — Mlcsrtl3 3honas 1%illaatgo. 10060Ne 2nd ave I Miami S . Ft 331:! 9 fox: 3136-2644W ACORD 2s (7,8ftf S,l qF SHOULD ANY pF T}{E A901 THE EXPIRATION BATE THt ACCOR{7ANCE "711 THE P 1 Al1TN0ii12{iD REP NTAT ' SakWOt Garda I!P( Tt^IL GERYIFIGATE 14OWS MRAGE AFFORDED SY THE PO! IE 4SUING INSLiREF{(9), AUTHO UON IS WAN W, adgocf to - -- d0ea not oanftr rtg:lt wine 'NT 1419111 R0WEC•TTO WHKV TI 18 SUWeCT TO ALL THE TERMS, — 6�N�!. +AiGflEOAiE _L 2, G,09U.00 pRd�trlk.'r8- AiPAfxr S .. - 1,0'OO,E�OC >6 COtrgtW®s1NC�tE uN�i -- ` - EOf�LY WJURY Per pestaan) ' S •T» .. e81ALY W.R,iRY (per sxlQme;lj g - • -.,�•— PPRMRI DAMM$ �! - AGGR1:CyerE 77- EL S4CHp�ppEMT - $ - { E,LOISGA3�f�,FzAEAk�.O'f'EEdb ,�•.. 11.41113EASE_?pLIGYI- - -- = St�i1BED POLICIES BE CANcELLE0 J WORE IF. NOTICE VNLL Be baUVERf Wj4 Y PRR VISKINF. 198E -Z 1�CORD C4RPORAi'�O�t. AM rig JA0 ery Af�1RD me and toga are regietersd Maria OR D i 11 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BIDING JOB ADDRESS: 1361 NE 104 Street FBC 20 Permit No. Master Permit No. -13 °-1 i1 L City: Miami Shores County: Miami Dade 71p: 33138 Folio/ParceW 1122320320020 Is the Building Historically Designated: Yes NO X Zone: AE OWNER: Name (Fee Simple Titleholder). Alex Bonet phone#. 305 - 609 -7004 AAA—­ 1361 NE 104 Street City: Miami Shores State: Florida Tenant/Lessee Name: Phone#: Email: 33138 CONTRACTOR: Company Name: ".. eA c% v TL Uj �_P, 0 ETA Al Phone#: ACC c('3 q '8® 23 Address: 1422- SL-L) Rte. C-7-- City: / ftM f State: RZ, o Zip: !?1q3 / ** Qualifier Name: ei-kc% ® A t 4j -rU��3& Phone#: State Certification or Registration #: C e? c OQ�p j 3(- Certificate of Competency #: Contact Phone#: 2-3 Email Address: DESIGNER: Architect/Engineer Phone#: Value of Work for this Permit: $ 900.00 Square/Linear Footage of Work: f3 15 'S�° -P Type of Work: OAddition OAlteration ONew XRepair/Replace ODemolition Description of Work: Re- Roofing of flat roof area Color thru tile: o? Submittal Fee $ Permit Fee $ �0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $. Notary $ Training/Education Fee $ _ ^_ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ W ,Bonding Company's Name (if applicable) bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged A Signature_ , �/ �� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowled c b&fo J✓ =V-- day o f ��h P. . 20 3 (bye " 4M'4day of , 2p�° who is personally known to me or who has produced who is personally known to me or who has produced_ NOT who did take an oath. ALEJANDRA BRITO /// A 3 My Comm. Expires Jun 10, 2014 b APPROVED BY eZ2&-,a Plans Examiner Structural Review (Revised 3 /1212012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) NOT identification and who did take an oath. ALEJANDRA BRITO Notary Public - State of Florida Q, y Comm. Expires Jun 10, 2 14 Commission # DD 1000541 = Clerk t , +i ��r� �FICATE OF LIABILITY I 0 W. CT Salvador C th4TEtMRUDDIYYY1f7 11/13/12 THIS CERTIFICATE IS ISSUED AS A MA CERTIFICATE DOES NOT AFFIRMA BELOW. THIS CERTIFICATE OF INSU REPRESENTATIVE OR PRODUCER, AN R OF INFORMATION ONLY AND CONFERS NO RI Y OR NEGATIVELY AMEND, EXTEND OR ALTER THE NCE DOES NOT CONSTITUTE A CONTRACT BETWEE THE CERTIFICATE HOLDER. UPON THE CERTIFICATE HOLDER. THIS OVERAGE AFFORDED BY THE POLICIES THE ISSUING INSURER($), AUTHORIZED IMPORTANT: If the certificate holder is an AD the terms and conditions of the policy, certain ITIONAL INSURED, the pol "Iss) must be endorsed. H SUBR#QATION licles may require an endorsement A statement on this IS WAIVED, subject to does not confer rights to the PRODUCER Assurance Associates Of Miami 8743 SW 9 Terrace #1 Miami, FL 33174 Phone (305)227 -1121 Fax - 305)227 -2263 W. CT Salvador C arcia PHONE - 1121 - 305) 227 -2263 salvado gacialgO@Yahoo.com ER INSURER M AFFORDING COVERAGE NAIC a INSURED Horado Unzueta 1422 S.W. 82 Ct MIAMI, FL 33144 (305) 989 -8023 A INSURER A: Granada In urance Miami Shores, FI 33138 INSURER 13: 04100086 11115/2012 INSURER a : EACH OCCURRENCE INSURER D P E $ 100,000 INSURER E: $ 5�� PERSONAL & ADV INJURY INSURER F ❑ GENERAL AGGREGATE COVERAGES CERTIFICATE N11MRFR• PRODUCTS - COMPIOP AGG >D�mm�v u�neeern. THIS IS TO CERTIFY THAT THE POLICIES OF I INDICATED. NOTWITHSTANDING ANY REQUI CERTIFICATE MAY BE ISSUED OR MAY PERT EXCLUSIONS AND CONDITIONS OF SUCH PO SURANCE LISTED BELOW HAVE BEEN ISSUED TO THE EMENT, TERM OR CONDITION OF ANY CONTRACT OR OMENT IN, THE INSURANCE AFFORDED BY THE POLICIES DESCIN ICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PATYPE JINSU�D MED ABOVE FOR THE POLICY P ERIOD WITH RESPECT TO WHICH THIS IS SUBJECT TO ALL THE TERMS, OF INSURANCE SHOULD ANY OF THE Al OVE DESCRIBED POLICIES BE CANCELLED BEFORE POLICY NUMBER M THE EXPIRATION DATE ACCORDANCE WITH THEREOF, NOTICE WILL BE DELIVERED IN POLICY PROVISIONS. LIMITS A GENERAL LIABILITY Q COMMERCIAL GENERAL LIABILITY ❑ ❑ DLaMS MADE ❑ OCCUR ❑ Miami Shores, FI 33138 04100086 11115/2012 11/11V2013 EACH OCCURRENCE $ 1,000,000.00 P E $ 100,000 � I � person) $ 5�� PERSONAL & ADV INJURY $ 1,000,000,00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GERL AGGREGATE LIMIT APPLIES PER: ❑ POUCY ❑ FM ❑ LOC PRODUCTS - COMPIOP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ❑ ANYAUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON- OWNEDAUTOS 1 COMBINED SINGLE LIMrr (Ea ) $ BODILY INJURY(Parp ) $ BODILY INJURY (Per accident] $ PROPERTY DAMAGE (Per accident) $ $ ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS UAS ❑ CLAIMS -MADE � EACH OCCURRENCE $ AGGREGATE _ $ ❑ DEDUCTIBLE El ON $ $ $ WORKERS COMPENSATION ANDEMPLOYED' LIABILITY YIN ANY PROPRIETORIPARTNERJEXEC UTIVEF OFFICER/MEMBER EXCLUDED? (OFFIMatxIddcoiq In H yyes describe under DESdRIPTION OF OPERATIONS below N A pS P WC STATU- OTH- LIMITS EL EACH ACCIDENT $ EL DISEASE - EA EMPLO $ E.L. DISEASE - POLICY LIMIT $ 1f DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICL 3.8 (Attach ACORD 101, AddMonat Remarks Schedule, B more space is ) ELM- �7lId V7Glf -tai l�! Jig ofal"!N=1 0 WY Val] W 1VGU6AUUV AccmU VJKPOKATt©N. All rtgttts reserved. ACORD 25 (2009109) QF The AC D name and logo are registered marks of ACORD II SHOULD ANY OF THE Al OVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores 'Village. THE EXPIRATION DATE ACCORDANCE WITH THEREOF, NOTICE WILL BE DELIVERED IN POLICY PROVISIONS. 10050 No 2nd ove Miami Shores, FI 33138 AUTHORIZED REPRESEITA ; fax: 305 -264 -9964 Salvador Garcia W 1VGU6AUUV AccmU VJKPOKATt©N. All rtgttts reserved. ACORD 25 (2009109) QF The AC D name and logo are registered marks of ACORD II its 9 .'� .J; � s: K' : "a. :s+$"•?ai%x �' -..ar�c, ��`,•., • m .. 2. • p�' !' :jb CS. /. `• HAS - • r •' L'. « N'a '` .';`� d, .�, � a® tom- T ( 650) 487-1395 CongraluktitmW VVM Us Room you become one of the nearly one mMm Deparbylent Of ... our and _ a/ c ftects W yacht F. Ana and keep Ws � °a WAD i0/ s do business In of der to serve you better s For t7Fti7 fpdy Vf 1lV a� :rte There 'you can find our dhrisions its that x Wapact you, wjbscfte to depw#nwd nf weletters and learn more about Ow Our mission at the ® , Regulate Falft. We constantly strtve to serve you better so, you for doh business In Florkle, tA you can serve your cu and congrakdatloha on new Ocensel your k 3`` c 9 .'� .J; � s: K' : "a. :s+$"•?ai%x �' -..ar�c, ��`,•., • m .. 2. • p�' !' :jb CS. /. `• HAS - • r •' L'. « N'a '` .';`� d, .�, � a® tom- T ( 650) 487-1395 1 41 �p f 1011 W4 Miami s Village 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: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: Property Address: P Roofing Permit Number. Dear Building Official: I -` L 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 an $300,000.00. Plea a attach proof of ad valorem taxation. he building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions o 1994 e ition of the South Florida Building Code (1994 SFBC) A(Ae�-, (504,et Signature Print Name State of Florida County of Dade The undersigned, being the first duly swo a oses and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me th' r S" an ALEJANDRA BRITO Notary Public - State of Florida Qc My Comm. Expires Jun 10, 2014 Notary Public, Sate of Florida at Larg Commission # DD 1000541 • When the just valuation of the structure for p e of ad valorem tax 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 a tion from a General Contractorfor on Hurricane Mitigation. Revised on 5/21/2009 'Property Search - Report Property Information: Folio 11 -2232- 032 -0020 Property Address 1361 NE 104 ST Owner Name(s) ALEJANDRO BONET &W ELLEN Mailing Address 1361 NE 104 ST MIAMI SHORES FL 33138 -2661 Primary Zone 1300 SGL FAMILY - 2801 -3000 SO Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds /Baths /Half 3/2/1 Floors 2 Living Units 1 Adj. Sq. Footage 2,622 Lot Size 8,925 SQ FT Year Built 1955 Full Legal Description 32 52 42 RIVER BAY PARK ADDN PB 40 -72 LOT 2 BILK 3 LOT SIZE 75.000 X 119 OR 16799 -0275 0595 1 COC 21901 -2842 11 2003 1 IMPORTANT NOTICE: The 2013exemption and assessment values currently shown are preliminary and are subject to change until they are certified on July 1. Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $267,396 $207,975 $148,553 Building Value C $209,655 5 $234,485 $233,158 Market Value $477,051 $442,460 $381,711 Assessed Value $392,849 $386,283 $375,033 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $84,202 $56,177 $6,678 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note. not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Page 1 of 2 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser Aerial Photography 2012 N Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$342,849 $50,000/$336,283 $50,000/$325,033 School Board $25,000/$367,849 $25,000/$361,283 $25,000/$350,033 City $50,000/$342,849 $50,000/$336,283 $50,000/$325,033 Regional $50,000/$342,849 $50,000/$336,283 $50,000/$325,033 Sale Information: Date Amount I OR Book -Page Qualification Code 11/2003 $566,250 21901 -2842 Sales which are qualified 5/1995 $250,000 16799 -0275 Sales which are qualified 5/1977 $90,000 00000 -0000 Sales which are qualified Disclaimer: The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /discialmer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Tue Jun 25 2013 http: / /gisweb. miamidade. gov /PropertySearch /printMap.htm 6/25/2013 m ivl arni Shores Villace ROOF ASSEMBLIES AND ROOFTOP STIiUCTU BY DATE I v Florida Building Code Edition ,2007, High - Velocity Hurricane Zone Uniform Permit Application Form. Section A Menecal Information) Master Permit No. Process No. Contractor's Name ffv rz&cio Job Address (Q - Of o W IZE 5 ROOFCAXEGORY x/Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 �/ �� Vf kJTS ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair 13 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) S12,- 3) 2— 0 Section R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of Parapets. t� T FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Applicall f Fonn. SeCtloft C (Low Slopg Application) Surfacing: _ Fill in specific --assembly components and identify manufacturer (If a component is not used, Identify as "NA") System Manufacturer. F A)AIM7,6 CORP Product Approval No.: 0 7" 12 117. Design Wind Pressures, From RAS 128 or Calculations: Pmax1:���` )I w. �'-7I` 7 Pmax3. Max. Design Pressure. from n+4 specific Product Approval system'_ Deck: 7 // e0 _ A m q1_2 E/ AnchodBase Sheet S No. of PIv(s4=7 —'S OlU Anfhae�rlBase�,Sbeet Fa�ener onding Ma vial: Insulation Base Layer e� Po 0 Base Insulation Size and Thickness: O " O L-1 l� Fastener Spacing for AnchodBase Sheet Attachment: Field: J," oc @ Lap, iii Roam -2 @ " oc Perimeter ( " oc @ Lap, # Rows ,� @ " oc Comer " oc @ Lap, Al Rows _L @ _� " oc Number of Fasteners Per Insulation Board: Field °A Perimeter fv /i Comer 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 _ Base�atio F in ate � Top insulation Layer A Top Insulation Size and Thickness: 4`` rit�w; Top Insulation F nedBonding Material: f l ri Base Sheet Old s) S No. of Ply(s): C� � Base Sheet Fastenedi3onding Materlal: ,f f ( � Ply Sheet(s) S No. of Ply(s): PLY 117 " 2 P14i e, Ply eet Fa n ®. di g Matarl�L Top Ply: ��J� -� Top PlyastenearlBo ®���Materl��� FLORIDA BUILDING CODE — BUILDING `7J USr 114 F &PC'oo-S 0 /-Q C% PH Mean Roof Height r -11 '1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PRA GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desan"bed 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 Deelss. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement '%fiami -Dade County Product Control Approved ", unless otherwise noted herein. RF14EWAL 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 any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. C � a ® Roofing Snh-Cateaoa; BUR Decklms t Wood MRAMU—M Desim Emu me -75 psf GAF Mineral ShieldTm Granules Leak BusterTM MatrixTm 305 Fibered Asphalt Emulsion Leak BusterTM Matrbem 303 Premium Fibered Aluminum Roof Coating Leak BusterTM MatrixTm 204 Wet/Dry Roof Cement RUBEROIDP Modred Bitumen Flashing Cement LeakBusterTm MatrikIrm 201 Premium SBS ashina Cen]en GAFGLAe #75 AFPR44.�D, 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTm Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 55 gallons Elastomeric roof coating. 55 gallons Asphalt emulsion fibered. 1, 5 gallons ASTM D-4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. N ®A No.: 07- 1219.09 Expiration Datet 11AW13 Approval Date: 03=09 Page 2 of 19 Test Dimensions Specification Product DMd2fiIon 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass wide base sheet 39.37" (1 meter) ASTM D 2178 wide 3937" (1 meter) ASTM D 2178 wide 39.37" (1 meter) ASTMD 3909 wide Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. GXT �► 39.3T' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCapTM Mineral wide surfaced with mineral granules with factory Surfaced. Cap Sheet applied layer of TOPCOAI*EnergyCote'rm. GAFGLAS* STRATAVENTO EiiminaiorTM Perforated -GAFGLASO Flashing GAFGLAS* STRATAVENT® EliminatorTm Nailable RUBEROW* SBS Heat WeldTm Smooth RUBEROIEP SBS Heat-WeldTM Granule RUBEROO SBS Heat- WeldTM 170 FR RUBEROO SBS HeatWeldTM PLUS RUBEROO SBS Heat- WeldTm PLUS FR RU13EROO SBS Heat WeldTM 25 39.37' (1 meter) ASTM D 4897 wide D 3672 Various 39.37" (1 meter) ASTM D 4897 wide D 3672 1 meter (39.37') ASTM D -6164 wide 1 meter (3937) ASTM D -6164 wide 1 meter (39.37 ") ASTM D-6164 wide 1 meter (3937') ASTM D-6164 wide 1 meter (39.37) ASTM D -6164 wide 1 meter (3937") ASTM D-6164 wide RUBEROID® Modified 39.37' (1 meter) ASTM D4601, Base Sheet wide Type II, UL Type G2 BUR r. '" i OY0D �iY.11 1 APPR Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coaled glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surface.. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11AM113 Approval Date: 03120/08 Page 3 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: '9 /32 " 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 =S, plastic plate only (Table 3) Density /W P). EnergyGuardm, EnergyGuardru Composite, EverGuard6ISO; EnergyGwwdTM RA, EnergyGuardTM RA Composite Minimum 1" thick N /A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTm Recover Board, Wood Fiber, Minimum /2" thick N/A N/A EnergyGuaWK Perlite Minimum 3/4" thick ' N/A N/A Fiberglas (Min. 15/16" thick) N/A NIA 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 fe. 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 tap 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 GAFGLASn STRATAVEN114 Eliminatorm Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAe #80 ULTIMA.TM Base Sheet, STRATAVENT* Eliminator= Nailable, RUBER.OMP Modified Base Sheet, RUBEROMP 20, RUBEROID Heat WeldTM Smooth or RUBEROIDP Heat- WeIdTm 25 base sheet mechanically fastened as described below, Fastening Options: GAFGLAS* Ply 4, GAFGLASa Flex P1yTU 6, 4atjj e eet or any of above Anchor sheets attached to deck wrin shank nails and tin caps at a fastener spacing of 9" o. d in two rows 12" o.c. in the field. (Mxcbnum Design Pressure -45 psf, See General Limifation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04113 lLNTY Approval Date: 03!20108 Page 8 of 19 Fastening Options: GAFGLAS* Ply 4, GAFGLASO FlexPlyTM 6, GAFGLASte #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecT #12 standard, #14 or # 15 Screws and 3" Drill TecTm steel plate or Drill TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2 ".side lap. The other rows are equally spaced a y 12" o.c. in the field of the sheet. aximum Design Pressure 45 psf, See General Limilblion #7) -GAFGLAS* Flex P1ym d, GAFGLASP #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 tb,, field. •••_' .,.-., Pressure S2.5psf, See Gps or4 L ,0` ca�►a ; .,AS# 6T�LTuv ; , "'URUBERQ�D _.,p Smooth, base sheet attached to deck with approved 1' /a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Mwdmwm Design Pressure —W psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec7m #12 standard, #14 or # 15 Screws and 3" Drill -TecTm steel plate or Drill -Tedm 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 -TedT" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9 11 -in the field. (Maximum Design Pressure —60 psf, See General Limitation #7j GAFGLAS* #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTu #12 standard, #14 or # 15 Screws and 3" Drill -Tec= 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 , eneral Llmitatinn #� Base Sheets {Optional} Install one ply f GAFGLAS� #75, GLAS* #80 ULTIMATm Base Sheet, GAFGLAS TRATA iminator'" Perforated, RUBEROIDP Modified B t, RUBEROIDP Mop Smooth, RUBEROMM 20 RUBEROMP Heat- WeldTm Smooth or RUBEROIDP Heat -Welder directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rats of 20- 401bsJsq; {see General Limitation #4 }. Ply Sheet: One or more plies FGLASO PLY AFGLASP Flex Plym 6 sheet, #80 Ultima, RUBEROID p Sm or RUBEROIDP 20 adhered in a full mopping of approved as applied within the EVT range and at a rate of 20-40 lbsJsq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13, Approval Date: 03/24/08 Page 9 of 19 Cap Sheet: (Optional) One ply LGLAFGLAS" Mineral Surfaced Cap heet or GAFGiAS Ener Mineral Surfaced Cap Sheet ed in a mopping of approved t plied within th range and at a rate of 20-40 lbs. /sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROM" 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak Busterrm Matrixw 103 Cold Process Adhesive applied at a rate of 3 gedJsq. 2. GAFGLAe 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- 401bsJsq. 3. Leak BusterTM Matriim 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak 13usterTm Matriirm 715, Leak BusWTM MaWxTm 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM Matriim 602 MB Xtra Elasiomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshiele SB Solvent based Mastomeric 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: Sees Fastening above. NOA No.: 07- 1219.09 ®t: Expiration Date: 11/04/13 a Approval Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM LIlrnwAnoNS: 1 A slip sheet is required with Ply 4 and Flex P1y7m 6 when used as a mechanically fastened base or anchor 1 she 2. Minimum %r Dens Deck7m or W' Type X gypsum board is acceptable to be installed directly over the wood deck. GEN RAL AT]IONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EYT range and at a rate of 20-40 lbs1sq., 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 ps£ 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 fnstemer value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or-membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, Generallimitation #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 fisted shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitter 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 E 0 u Approval Date: 03/20/08 Page 19 of 19 r r SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES – REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. �F =— 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. A 0 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.) Iii 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 viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. ?Q L 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 overloaded from a buildup of water. Perimetededge 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. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of•the roof. er /Agents Signature Date Contractor Signature Date Revised on 719/2009 LD 16. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness partite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyMnd Fastening System" or any UL CiasslHed insulation adhesive. Base Shea: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" mechanically fastened Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Pty 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing: — 'TOPCOAT® EnergyCoteTM" or "TOPCOAT@ MB Plus - White" or "Matrix 322" applied at a rate of 2 -gal /100 -fie. 17. Deck: C -15/32 Incline: 1/2 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum y4 -in. thick Georgia- Pacific Gypsum LLC "DensDedk@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard" Roofboard" or minimum 1 /4 -in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive with butt joints in the barrier board products staggered a minimum of 6 -in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or 'Tri-Ply #75 Base Sheet mechanically fastened Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — "TOPCOAT@ EnergyCoteTM" or "TOPCOAT@ MB Plus - White" or "Matrix 322" applied at a rate of 2-gal /100 -fl?. 18. Deck: NC Incline: 1 insulation (optional): — Any thickness perite 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 "GAFGLAS@ Stratavent Eliminator Venting Base Sheet" or. Type G2 fully adhered with hot roofing asphalt Ply Sheet: — One or two plies "Ruberokl@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.S' or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" fully adhered with hot roofing asphalt Membrane: — One ply "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing: — "TOPCOAT@ EnergyCoteTM " or'TOPCOAT@ MS Plus - White" or "Matrix 322" applied at a rate of 2 -gal /100 -fi . 19. Deck: C -15/32 Incline. 1 Insulation (optional): —.Any thickness perite or wood fiber. or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum y4 -in. thick Georgia - Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard— Roofboard" or minimum W -in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX -G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with _OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6 -in. from plywood deck joints. Base Street: — One ply "GAFGLAS@ Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth Plus" fully adhered with hot roofing asphalt Membrane: — One ply "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing: — 'TOPCOAT@ EnergyCote -" or "TOPCOAT@ MB Plus - White" or "Matrix 322" applied at a rate of 2 -gal /100 -fe. 20. Deck: C -15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more piles "Ruberoid@ 20" or "Ruberoid@ 20 FIT" or "Ruberoid@ Modified Base Sheet ", hot mopped or mechanically attached. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet." 1. Deck: C -15/32 clam B Incline: 3 -1/2 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 flber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or -rri-Ply@ Ply 4" or "GAFGLAS@ Ply 6" mechanically fastened Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Pty@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap"" BUR Mineral Surfaced Cap Sheet ", fully adhered with hot roofing asphalt. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): — One or more layers perlte 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. Base Sheet: — Two or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or " Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatch"- SSS Modified Granular" or 'Ti i -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch— APP Modified Granular" or "Tri -Pty@ TP-4G" or "Td -Ply@ TP-4" or "Ruberoid@ Dual Smooth." Cap Sheet, — "GAFGLAS@ Mineral Surfaced Cap Sheet ", or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapTM' BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 3. Deck: C -15/32 Incline: 2 -1/2 http: / /database.uLcom/egi- bin /XYV/ template /LISEXT /IFRAME/showpage.html ?name =T... 6/27/2013