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RF-10-594 R Miami Shores Village E3f. Mz_ x r 10050 N.E. 2nd Avenue r Miami Shores, FL 33138- 0000M !"RO Phone: (305)795 -2204 � 'W M 4f: Expiration: 10 /'1012010 ef_ - � _ r Pro ject A ddress Parc Number Applicant 948 97 Street 1132060143170 Miami Shores, FL Block: Lot: VIRGIL &DIANE LIJFOCK a z Owner In format ion Address Phone Cell VIRGIL & DIANE LIJFOCK 948 NE 97 ST MIAMI SHORES FL 33138 -2756 Contractor(s) Phone Cell Phone Valuation: $ 2 0,100.00 MERICK ROOFING INC (786)402 -5475 Total S Feet: 4 3673 Type of Work: Re Roof Available Inspections: Additional Info: Inspection Type: Classification: Residential Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.60 Education Surcharge $420 Invoice # RF -4 -10 -37536 04/14/2010 Cash $ 311.60 $ 50.00 Permit Fee - New Roof $325.00 Scanning Fee $3.00 04/08/2010 Cash $ 50.00 $ 0.00 Technology Fee $16.80 Total: $361.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. April 14, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 14, 2010 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Num ber: INSP- 140171 Permit Numbe RF -4 - -5 Scheduled Inspection Date: May 17, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: LIJFOCK, VIRGIL & DIANE Work Classification: Tile /Flat Job Address: 948 NE 97 Street Miami Shores, FL Phone Number Parcel Number 113206014317 Project: <NONE> Contractor: MERICK ROOFING INC Phone: (786)402 -5475 Building Department Comments Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 14, 2010 For Inspections please call: (305)762 -4949 Page 15 of 32 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 ® s Telephone: (305) 378 -1991- Fax: (305) 378 -1997 FLORIDA INTERNATIONAL I ENGINEERING & 1FSTING LAB Miami Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1830 Job Address: 16 T 1- o J X E W Owner's Na e : Y Jt_ Contractor: t Permit # Install Date: %S N - 1C Type of Tiler �`} fit° Approx. Height '21 Floor: 2- Type of Access: Scaffolds: Ladder: t✓ Slope: 1 Test date: Y(z App. Sq.Ft: 7 e�Ll Req. Force: 351bs. Testing Equipment. F.G.E. 100X.Shi=o Instrument ------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL Test Uplift Pull Test Uplift Pull Test Uplift Pull Test Uplift Pull Test Upt Pull Location ; Test { or F) Location Test (P or F) Location Test (P or F) Location Test (P or F) Location Test (P or F) ; 1 . !�6'rr' 21 P4 -5 41 61 81 2 22 1 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 1 1 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 ------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RespeFtfully Submitted By:` F f Vinayagar M. Balakrishnan V, P .E. State of Florida Lie # 63107 i; � ! � , � � ! { { { } K � } } \ � � \ / { : / { A ! ! � ! � ! ! . � -� } } ! } \ } } | } � } \ } \ \ � \ } } } ( � � � E , !'� { ! � - � �/ � ` \ / { � ��� { � /} � } \ \.\ {_ � � \ /� \ { } / } ` � ! � ! } • , LT { } (_ ` F1 it \ : ' -I � ! I ! ! { � \ � � 1 \ \ : - � \_ \ \ } { { \ ! ! { . i � ! !_/ � ! � } } j ' ! } � � \ } } \ � � ! � < ! ! � ! | ! !f _ > _ | Vn i vl - - QJV al tv { � \ � ! � \ � � � " \ ! \ ! ! / ! f , ` ! ! ! ! -� � \ ! | ! \ / } ! I lu. � ! ! ! . ! 7 � R , SNoR 2 G Q Miami shores Village IRON ..,.. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 re to Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # 1 �� (/ �/ DATE: O Y — / eT a INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: V3 - 7 Z 9 On or about , I did personally inspect the roof deck nailing and (Date & time) secondary water barrier work at 33 k� (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Si 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 day of (U r Notary Public, Sate of Florida at Large f * QAAQ� 0 1) . i� p fa CLAUDIA TAMARA ROCHA SILVA *General, Building, Residential, or Roofing Contractors or any individual certified u cfer'4 Seto pWc graphs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection : EXPIRES September 1 7, 2012 407 398 -0153 Floridallotmyservice.com Revised on 5/2112009 Miami Shores VillageU`.� Building Department K 0 8 2010 ` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 E3 Y -__ Tel: (305) 795.2204 Fax: (305) 756.8972 -- INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. 1�1� (C ) PERMIT APPLICATION Master Permit No. FBC 20 Permit Type BUILDING ROOFINC,f �� �jn Owner's Name (Fee Simple Titleholder) / /1 �` / � ��I �'F Phone L%% 9-J C�� t/ " g ' 5 Owner's Address q K 1 'f City_ 1 " `)A 15�MXT State ( Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done Il / q7 Int City Miami Shores Villa e County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name M £ Q. % CL n C Phone # Contractor's Address L&) C City "% a. kz�-k State F Zip 33 o 4 Qualifier Name 45 "ec� l ^c_j Phone # State Certificate or Registration No. g : ,� 1�� Certificate of Competency No. Contact Phone 305 310 419 E -mail Architect /Engineer's Name (if applicable) Phone # ac, t-� Value of Work For this Permit $ ���� _ Square / Linear Footage Of Work: 3 t Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: Mae �� Q �• Submittal Fee $ Permit Fee $ CCF $ 2. CO /CC $ 41) Notary $ Training /Education Fee $ Technology Fee $ . Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ L 0 See Reverse side -a 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 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 b sted at the job site for the first i pection which occurs seven (7) days after the building permit is issued. In the absence of u posted notice, the inspection of be approved and a reinspection fee will be charged. Signature bkd � - ignature Owner or Agent Contr The foregoing instrument was acknowledged before me this � The for in i nt was acknowledged before me this' day of 20 Y, by , day of , 20 M, by , who is personally known to me or who has produced who is personally known tome or who has produce As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: • _0 au � . si�l� Sign: Sign r Print: Print: CftaujoaWLU My Commiss it S:MY COMMISSION # DD824101 M3 id%"W RorHA SILVA d� EXPIRES September 17, 2012 "e MY COMMISSION # DD824101 osr� ,. 407 sse -0153 F"ewtaryservicexom EXPIRES September 1 7, 2012 , FbrideNotaryService.com 407)398 -0153 :kk�:�e:Y9F:Y�c:F9t *eY *�c:r 9c9r �F9r *eY 9e9ttlF�: *4ca'r * *9e9F k:F �c9::t;F9::F�::F:k9c Y �t9F :F �e * *sk*:F9cF :F *�� * * ** 9e &9e :t�: k *dcdedF9t�t *iF * *:F :F aF * * * * * *at * *9r 4r APPROVED BY ��.�lC� Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) NOTICE OF COMMENCEMENT 111111 11111 11111 11111llll lull 11111 Illl 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C:F" 2010 -54 PERMIT NO. TAX FOLIO NO. OR Sk '2724.3 . Pg 3099 � [ p s RECORDED 04/14/201_ t 0 HARVEY RUVINt CLERK OF COURT STATE OF FLORIDA: MIAMI-DADE COUNT Y r FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Legal description of property and street/address: // �a 3 2. Description of improvement: D 3. Owner(s) name and address: - a .T $ < A - N 3313 Interest in property: 5 Name and address of fee simple titleholder: Vimil 4L 1 Yom. 9 - \ roc 53 4. Contractor's name and address: 5. Surety: (Payment bond required by own from contractor, if any) Name and address: } t rd Amount of bond $ 4 f fl Jn___ j i f l Ii1 i ftJ 1. J: VJ..r•r - NIG� {'r 6. Lender's name and address: y e ! ' +y 'u�aECav ' 7. Persons within the state of Florida designated by Owner up6n m� ' r er documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the folio 'ng person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this otice of Commencement: (the expiration date is 1 year from the date of recording unless a 4 - A erent date is spe f } Signature of Owner / ' Print Owner's Name - Prepared by - �c�_� tv1 ` cD Sworn to and subscribed before me this day of , 20 _ Address: a V7201 K)W � �E Notary Public t m t FL ( S_ -- Print Notary's Name r vA My commission expires: =7• " {SAY CQMMISSION # pp8 24101 ~r EXPIRES September 1 7, 2012 (407} 39 -0753 FkwW9Nota!XServ1ce.c0m Apr 14 10 12:14p ERICK MEDINA 3054565 -=3 p.1 !',`• a,, .. t', �: bi' j '1�•• +�'.A:a:.�:•:rr� „.., . yam•: t • ,rti...•.,.. +. ;1', ;j'.r •. �.`o�i ;l 'i_lry•'+i,'ti+Y'��Y.'. ",,{�:ti ..•'.:r�:' {r�i�' ''� .�`' '� �Y,. -d•.� •:f'. �a� „•• .., 's "� - '�'�f' ...f' ~ t, "ri'� �;- •. ��j�}�ay� ey���' ' . �, • ^ ��,,,� �� f� ,� •7f '.c_.g .•Y-s- aWraan�f�"��';. •.1 . ::..� s) • ' '1.w �y�Jy� rte � -..) '? -ct } •.tip r { "`'•, ate, rtzs.1:� LL {. Ilk _ Ne '�� '', r• .�U��.�1T1'18 . IrOS DO NOT PCHWwRD "ERX K ROQF ZNC 16905 * SW 122 AVE MIAMI PL 33177 sm Y 4 1 ^.L�.'. a 'x'31 .t 1 •' "��•` =• �� -* '�'' ! 1! � lli �1 1 � ! ! l! ! �;lr��!lr�,rl.i?�!k! _. i, �-.'' �,. h � a �� ,. a ra rrsr rsr sa n s r<u s as 9 • { i i r r; 04/12/2010 LION 22:01 FAX 305 441 6443 FIRST CLASS INSURANCE NA 14001 /001 ACORD CERTIFICATE OF LIABILITY INSURANCE x "0411 PR0° (305)441 -2997 THIS CERTIFICATE IS !SSUM AS A MATTER OF INFORMATION Fist Class 8tsuragce Market ONLY AND CONFERS NO tRlGtiiS UPON THE CERTFICATE HOLDER. THIS CERTIRCATE DOES NOT AME NO, EXTEND OR 392 Minorca Ave. ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. Coral Gables. FL 33134 INSURERS AFFONNNG COVERAGE NAIC B r+mL"m ommmk ATLANTIC CASUALTY -NS COMPANY MERICK ROOFING INC INGURMee 18905 SW 122 STREET INOUNR e imam MIAMI. FL 33177 COVERAGES THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURE NAMED ABOVE FOR THE POLICY PERIOD INOICA7m. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CE RTIRCATE MAY BE SUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. ENCIMSIONS AND CONDITIONS OF SUCH AGGREGATE WITS SHOWN MAY NAVE BEEN REDUCED BY PAID CLAIMS. Lm �oo�, TYPE OF MLRAKE POLICY WJMBEFt UTAtTS OBmRALLMBX.IFY S CIt000Ut MCE c0MM&M ntaEn ft - LWM n L110002950 02/1812010 02/1812011 'VORBow $50.000 GAMwwE qj Doom SWOWom °we"I $5.000 �ees�w aAwXaXmY $1,000.000 " $1,000 QENLAOGRE6IREUSgTAPPU�PE4Y. PROOJCTs- coaACC 1.wo.000 POUCY a un A R0a01111E UAWA Y AWAUTO SYkiLEINT $ (. ALLOMMA nm sooty N6XRY ' SCHMNAM Mupwast $ NUMAUFOS am YnxmY FXXVwowAUSOs I $ $ eARAOELVA LM xY• EAACCIDEVF ANYALIM FAACC $ oTrN�erww ZILA UMMI.Fly BACH $ , OCVJR OAOZWW SAT $ °EOUCTO.E $ RETUaM Z $ WORKBF COWSIM ONAM - wos:ATU- oTw. EwtoYaw uAeam ANY 9001ACCUMF $ OFfEXC1U0E0T as��- EAEa�PwYEE _. PRDIShNdw oI�A9E•POLICYUNrr oThEA - - O"MP MOFOPMTansTU=TtOWI%O FaCM/ENC r4l"ADMeY FISpeCUtPRW,ISK s CERTIFICATE HOLDER CANC MIAMI SNORES VILLAGE ww=ANYOFTW A964E *cu=s EEcpjxm maEFORE TKEXwATm 10050 NE 2 AVE GATE T1430OF, TMM*& WWWR VOU F CEAVMTO WL 30 DAYS YA mm MIAMI SNORES. FL 33138 KATE tfM3 RFW MWe UT-T WT FAAUE MOO SO 04ALL NE N0C8= OF�NYKNO UPONTWRSYAER.RsAGEd OR ATXtQS. I i ACORD 25 (200I108) 0 ACORD CORPORATION 19M CHRUWA env= in nM"TF� vMMM C l61i1AlAt�� I]& OWNUM GM die WkidM thftd helm twat a11 eild b be saoei it t to I%rW Wetloers' Doeep�Ww taw. IFFECTM bA'& - O.sMI2= pl9mf#k VASCIM scolms of ca sptoze I- cMMw rwiN6 COKWiNU: M EXPIATION OA"M 0.'i V 12M PEDW 11let 1YOt Plowed Is ar.r eM . 4W4L M as oftw at s aiswedta is weft aws♦Bw am me ck " 4" a immou" d abeam soft do SUMS MW M SNMW e801160 0 geeaeINIiett MAW O I lasruet ar ONOW 44MAKM #JL ee Meolls d dweem 6 is M M W — ago" o itab t4 toes 401 an imius or Daft MIM a Me OWAM d 961tl6s n 10 eft- Pbollot a► Omow oatMKM F A, Mrtora ar a - 1w • m •react re auaeata et abeam w M dow AM to !pa N nreeatas N. at ar sum Glow is tuft rt 4 prat u tas ttrore rr Wee come" of - Wood at ft sttaa v o o - .so — O M *A d eta sortie Gr bowe" d a Goodiftleft Me dooms=" a" loboo • coated• at ow Wo be #~w et the � MonWi e.sa -irsatier4.m moo Se oaqwbruesoft of shit •ream, QUFSTSt� 81519 >♦73 - ?i;OJ DW -Zt !8l WATE 0 U.E ER 7D BE fllffirT PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTVwe+ 1tEFERENSE F P' I oit m Cbww "SA5t14 P.t?,. = efraw of a owpont ea who a mess eaew tko feoa tide d+ir by fr" s erdfic is of destion L Meador INS SwAw vft1 sw saw bwarft or conoson6we uale Ob a eAO I , Pwowert % ampw "IMAX F.S. aer0kiwas d a m be ettnopL. W* owe* Ythis tte: not of to itatsieeas w tares• rww at R *0 aaI-M of dodos to is eas=t& E P+rleaat is Dow 4 nAHl3L F.5„ Nod , a! -I p m be sunw ad cardracemas of aoleetW iv to cumipt sloth be g6joass 1Q notaft- it at Way ifiw after the sift ail ac owdo or gee isow= of Oo aerdficaft ow I I asard an the wake or crdocase Was fewer sae ow ro4sbunsm of Ms I - for i oases of a car dfkdL As A-@ lntttet suit rterots a ow d ica t at cap » fair faire of the pwset sowed an the erNf "" Wheat tta r of V& socaft UUESCf01iSi~ 06% 413 - Y • Qwry bodom VoM n as tin jok lump qpW poMon for Vow ceo wds. VW-M CMTfIMU; tF SMM TO E EMrl EiRM 811-08 g iK 2289M 1 3UWW VP3 clovof 60 vz unr ROO ASSEMBLIES AND ROOFTOP STRUCTURES �� � ' "�- � � � '� V Florida Building Y __,..__® ___ g Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name ++ ,, tr e� Way, t °C'�L'"� _1 Y'\Gt Job Address 9y ` j t " \�. ltd' Low Slope ❑ Mechanically Fastened Tile L Morta he ., SI!Til I ❑Asphaltic ❑ Metal Pane! /Shingles ❑ Wood ! ' , f l S"jes Shingles LL ❑ Prescriptive BUR -RAS 150 Sf lL F; ROOF TYPE'` r ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Vii?, 3` �?10 - 3 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. �r i FT � a • • • • • • • • • • • • • I s ' • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: IPt Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor /Base Sheet Attachment: (If a component is not used, identify as "NA ") � Field: �" oc @Lap, #Rows Z @ a _ " oc System Manufacturer: �-� riT Co —�- t Perimeter: 2 " b oc @ Lap, # Rows @ " oc Product Approval No.: _ 01292 . Corner: _q_" oc @ Lap, # Rows ' 4 @ oc Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners Per Insulation Board: Pmax1: " S Z Pmax2: Pmax3: - 1 3 1 . Q Field Pen�tnetl � Corner Max. Design Pressure, frgm the specific Product Approval system: `� Z Illustrate Components Noted and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Type' �� y� Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope: Type, Fastener Spacing or Submit Anchor /Base Sheet & No. of Ply(s): y!L Q,1SS A hor ase Sheet Fastener /Bondin Mat rial: /Lk Insulation Base Layer: i - 7 _ 1 R5 '1 "o�� ey" .5-, C) Q ' y� o � y Base insulation Size and Thickness: ' )43 G � - �t�d� Base Insul tion F t ner /B din Matpilia l: - - - - -- - - T2: Parapet Height. Top Insulation Layer: Top Insulation Size and Thickness: JJJ —� ---- _. FT--- - E- Top Insulation Fastener /B ding Material: Q c) n Mean Roof 0 Base Sheet(s) & No. of Ply(s): _ Height Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): • •, • • • : I; • • • Ply Sheet Fastener /Bonding Material: jA . . . . . . . . . . . . . . . . . ... . . Top Ply: GM ' V�O1 Y-ot d 0 0 . To Ply Fastener /Bon "n ate • • • • • • • • . ..... . ... . ....... . .... .... . . .... . FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section [� (Steep Sloped Roof SV-gtpmt Roo Sy to an factur I Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculation s)1 •� P2: P3: P Z Maximum Design Pressure -� (From the Product Approval Specific System): Z t Steen Sipped Roof S stem []ecrript Deck Type: Fj _ l Type Underlayment'� Rj Slope: 12] - - -- Insulation: Fire Barrier: Ridge Ventila i n? Fastener Type &Spacing: 1 s��h� h J+il s Z Adhesive Type Type Cap Sheet _ -__- Mean Roof Height: Roof Covering :����' "�'� Type & Size Drip Edge: ..' _?- • I. • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE — BUILDING i r , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from M if the M f values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. { 0.1 Method I "`,Moment Ba(ssed�Tii�le Calculat RAS 1 ^_7" (P — 1 =�x J. �Z - 4 1- Mg: ^&' ►7 = M,j �� J Product Approval Mf Zq° (P,: x ?,l M � ��- { = b1 ° ° - r a Product ApprovalM 4 .3 (P ;: _1�ty— n 7� = ,r_�- - Mg: 6 M G�J .. ' \ Proclucl Approval A1t: \ _ `3 Method " "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From `[able Below Product Approval M M re uired Moment Resistance* Mean Roof Height --�, Roof Slope 15' 20' 25' 30' 40' "blast be used in conjunction with a ist of moment based file systems endorsed v the Broward County Board of Rules and Appeal:. For Uplift based rile systems use Method, Compared the values for F' with the v hies for Fr. lfthe [ 'values are greater than or equal to the Fr values, for each area of the roof. then the tile attach ent method is acceptable. Meths 3 "Moment Based Tile alculations Per RAS 127" (P x L - x w: _ ) §': x, cos 0 = F. Product Approval F (P,: x 1. _ x w:.= W: x co © = F Product Approval F" os — F 3 -- Product Approval F' ___ -- Where t btain Information Description S mbol Where to find Desi m Pressure P I or P2 or P3 RAS I ^ 'fable 1 \ I. by an engineering analysis prepared by PE based on ASCE 7 Mean Root Heioht H lob S e Roof Sloe 0 Job Site Aerodynamic Multiplier 1, P nduct Annroval Restoring Moment due to M, Product Approval Gravitv Attachment Resistance M Product A proval Required Moment Resistance M Calcu • • • • • • • • • Minimum Attachment • • • • • • • • • • • 1 Product Approval Resistance Required U Milt Resistance Fr Calculated • 0 00 • 0 • Avera ge pile Wei,ht W Product Approval • • • • • • • • • • • • • • • • 1, = length 'file Dimensions 1, Approval W = width All calculations must be submitted to the building official at the time of permit application. 0:* • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE — BUILDING r M I A M I DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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 described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID Modified Bitumen 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 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 raant&WtWe; or its • • distributors and shall be available for inspection at the job site at the request of the Building bfliclal; ; . •• • • • • ••• . .. ... .. . . . .. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. • • • .. . .... . .. NQA Tid.: p9•o224,61• • - Ex §batiod jatey f 1/06713: • MIAMI ADE=NTY / Approval Date: 04 /08/09 Page 1 of 31 ••• • • • • ••• • • ••• • • • ••• • • ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: Modified Bitumen Material: SBS /APP Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Leak BusterTM MatrixTM 5, 55 gallons ASTM D41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built -up roofing. Primer GAF Mineral Shield 60 lb. Bags ASTM D1863 Granules for surfacing of exposed asphalt, Granules 100 lb. bags cold process cement or emulsion. GAF Mineral Shield Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM D 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 1, 5 gallons ASTM D 2824 Fibered aluminum coating. Premium Fibered Aluminum Roof Coating LeakBustefrm MatrixTM 322 55 gallons Elastomeric roof coating. Elastomeric Roof Coating LeakBusterTM MatrixTM 306 55 gallons Asphalt emulsion Fibered. LeakBustefrm MatrixTM 204 1, 5 gallons ASTM D3019 Refined asphalt blended with a mineral Wet/Dry Roof Cement ASTM D3409 stabilizer and fibers. Permits adhesion to ASTM D4586 wet and dry surfaces. ASTM D3409 GAFGLAS #75u 39.37" (1 meter) ASTM D4601 Type H Asphalt impregnated and coated Base Sheet Wide glass mat base sheet. GAFGLAS 480 39.37" (1 meter) ASTM D4601 Type H Asphalt impregnated and coated, ULTIMATM Base Sheet Wide . fiberglass base sheet GAFGLAS Flex PlyTM 6 39.37" (1 meter) ASTM D2178 Type VI asphalt impregnated glass felt Wide with asphalt coating. GAFGLAS Ply 4 ` 39.37" (1 meter) ASTM D2178 Type IV asphalt impregnated glass felt Wide with asphalt coatinge • • . . .. GAFGLAS Mineral 39.37" (1 meter) ASTM D3909 Asphalt coated glass.i b "t•ma� cap Inlet: Surfaced Cap Sheet Wide surfaced with "fler j gr�tf es.• • • • :NO.A iV. p9A0224;9- '.'ExAitatiod %06713 M COUNTY - Approval Date: 04/08/09 ' ' Page 2 of 31 ... . . . . ... . . . .. .. . . . .. .. Test Product Product Dimensions Specification Description GAFGLAS ® EnergyCapTM 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet Mineral Surfaced Cap Sheet Wide surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTM. GAFGLAS EnergyCaprm 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap wide Energystafrm surfaced with mineral granules with Sheet Title 24 factory applied EnergyCoteT'" Compliant GAFGLAS 39.37" (1 meter) ASTM D3672 Fiberglass base sheet coated on both sides STRATAVENT Wide ASTM D4897 with asphalt. Surfaced on the bottom side Eliminatofrm Perforated with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS Flashing various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS 39.37" (1 meter) ASTM D3672 Fiberglass base sheet coated on both sides STRATAVENT Wide ASTM D4897 with asphalt. Surfaced on the bottom side Eliminatofrm Perforated with mineral granules embedded in Nailable asphaltic coating. RUBEROO SBS 1 meter (39.37 ") ASTM D6164 Non -Woven Polyester mat coated with Heat- WeldTM Smooth wide polymer- modified asphalt and smooth surfaced. RUBEROID SBS 1 meter (39.37 ") ASTM D6164 Non -Woven Polyester mat coated with Heat- WeldTM Granule wide polymer modified asphalt and surfaced with mineral granules. Roof MatchTM 107 sq. ft. ASTM D6222 Non -woven polyester mat coated with SBS Mop Granule (9.9 m2) ASTM D5147 polymer modified asphalt and surfaced with colored mineral granules. RUBEROID SBS 1 meter (39.37 ") ASTM D6164 Non -Woven Polyester mat coated with Heat- WeldTM 170 FR wide fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID' SBS 1 meter (39.37 ") ASTM D6164 Non -Woven Polyester mat coated with Heat- WeldTm PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter (39.37') ASTM D6164 Non -Woven Polyester mat coated with Heat- WeldT PLUS FR wide fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROV EnergyCap I meter (39.37') ASTM D6164 A fiberglass mat reinforced, SBS modified SBS Heat- WeldTM PLUS FR wide bitumen cap membrane. RUBEROID Modified 39.37' (1 meter) ASTM D4601, Premium glass fiber r a infor ced SBS- • • Base Sheet Wide Type II, UL Type modified base Sheet : • G2 BUR .. ... RUBEROe SBS 1 meter (39.37') ASTM D6164 Non -Woven Pdlyesttf tnatt'bated witty • • • Heat- WeldTM 25 wide polymer- modified asphalt and smooth surfaced. • • • NOA ropa Q9- V244.Q1; •. txpiration p3te!.ri /06/13; • • • MwMi•aaoe couN rr Approval Date: 04/08/09 ��� Page 3 of 31 Or Test Product Product Dimensions Specification Description RUBERO Mop Granule 39.37" (1 meter) ASTM D6222 Non -woven polyester mat coated with Wide ASTM D5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP Smooth 1 sq. roll ASTM D6298 Non -woven polyester mat coated with 871bs. ASTM D5147 polymer - modified asphalt and smooth surfaced. RUBEROID MOP PLUS 39.37" (1 meter) ASTM D6164 Non -woven polyester mat coated with Wide ASTM D5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 170FR 39.37" (1 meter) ASTM D6164 Non -Woven polyester mat coated with fire Wide ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR 39.37" (1 meter) ASTM D6164 Non -Woven polyester mat coated with fire Wide ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID TORCH 39.37" (1 meter) ASTM D6222 Heavy duty, polyester reinforced, asphalt Smooth Wide ASTM D5147 modified bitumen membrane, smooth surface. RUBEROID TORCH 39.37" (1 meter) ASTM D6222 Heavy duty, polyester reinforced, asphalt Granule Wide ASTM D5147 modified bitumen membrane, granule surface. RUBEROV EnergyCap 1 meter (39.37 ") ASTM D6222 A fiberglass mat reinforced, SBS modified Torch Granule FR wide ASTM D5147 bitumen cap membrane. Roof MatchTM 107 sq. ft. ASTM D6222 Non -woven polyester mat coated with APP Torch Granule (9.9 m2) ASTM D5147 polymer modified asphalt and surfaced with colored mineral granules. RUBEROID TORCH 39.37' (1 meter) ASTM D6222 Heavy duty, polyester reinforced, asphalt PLUS Wide ASTM D5147 modified bitumen membrane, granule surface RUBEROID TORCH FR 39.37' (1 meter) ASTM D6222 Heavy duty, polyester reinforced, coated Wide ASTM D5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROV 170FR 39.37" (1 meter) ASTM D6222 Heavy duty, polyester reinforced, coated TORCH Wide ASTM D5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID EnergyCap 1 meter (39.37') ASTM D6163 A fiberglass mat reinforced, SBS modified SBS Heat Weld Plus FR wide ASTM D5147 bitumen cap membrane. RUBEROe20 39.37' (1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce Wide ASTM D5147 with a glass fiber mat. RUBEROID 39.37' (1 meter) ASTM D6163 Non woven fiberglas$nat coated with • • Wide ASTM D5147 polymer modifigd asph$lt40 4irfacpd; ; with Mineral granYles. • : • • • • .• ••. .. NoA NQ' a9- q 22 ,. 4 .V: �� • • ExptAtion bite' JI/06/13 • • • Miar+aoaoecouNrr Approval Date: 04/08/09 Page 4 of 31 • Test Product Product Dimensions Specification Description RUBEROID ® 30 FR 39.37" (1 meter) ASTM D6298 Non woven fiberglass mat coated with fire Wide ASTM 135147 retardant, polymer modified asphalt and surfaced with mineral granules. RUBEROID 1 meter (39.37 ") ASTM D6163 A fiberglass mat reinforced, SBS modified SBS 30 FR wide bitumen cap membrane. RUBEROID 39.37' (1 meter) ASTM D6163 Woven fiberglass mat coated with ULTRACLAD SBS Wide ASTM D5147 Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. RUBEROID Dual FR 39.37' (1 meter) ASTM D6164 Non -woven polyester and fiberglass mat Wide ASTM D5147 coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. Vent Stacks TAS 100(A) One -way valve vent used to relieve built - (metal and plastic) ASTM D1929 up pressure within the roof system. GAF ASTM D635 Vent Stacks are available in metal or plastic. GAF Built -Up Roofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt Asphalt bulk Types I, II, III and IV RUBEROID MOD Asphalt 60 lb. kegs SEBS modified asphalt Asphalt L & Asphalt P TOPCOAT 5 gallons Surface coating for smooth surfaced and Surface Seal SB mineral surfaced roofs. LEAK BUSTERTM 5 gallons ASTM D3412 Surface coating for smooth surfaced and MatrixTM 715 MB ASTM D21 mineral surfaced roofs. Elastomeric Roofing ASTM D1475 Membrane ASTM E1644 ASTM D6083 EnergyCoteTM Coating 2, 5 gallons Highly reflective eastomeric coating VersaShield 350 sq. ft roll ASTM -13226 Non - Asphaltic Fiberglass -Based 4869 Type I,11 Underlayment TOPCOAT FireShiele 5, 55 gallons ASTM D412 Elastomeric roofing membrane MB ASTM D21 ASTM 1475 ASTM E1644 Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 531 WeatherCoteTM mineral surfaced roofs. Elastomeric Flashing Grade _ LeakBustefrm MatrixTM 201 5 gallons ASTM D3019 Cold Applied Mo1ifi®dSEBS.Asphalt •.. Premium SBS Flashing Adhesive — Flashing G;ada • . • Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied M58ified SE03 Asphalt • • • 102 SBS Adhesive Label Adhesive. • ••• Y f • • 140A•146 • i e i MIAMI•DADE COUNTY • 4;xpiralion >date: • 11706/1.3 • • • Approval Date: 04/08/09 Page 5 of 31 ••• • Y • •. ••• • • ••• • • • •• • • Test Product Product Dimensions Specification Description Leak BusterTM MatrixTM 202 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt SBS Flashing Cement Label Adhesive — Flashing Grade. Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive Label LcakBusterTM MatrixTM 304 5 gallons ASTM D2824, Non - fibered. Aluminum pigmented, Non - Fibered Aluminum Type I asphalt roof coating. Roof Leak BusterTM MatrixTM 5 gallons ASTM D412 Surface coating for smooth surfaced and 602 MB Xtra Elastomeric ASTM B 117 mineral surfaced roofs. Roofing Membrane ASTM C794 ASTM G21 F 'MS141.6271 ASTM D2196 ASTM D1475 ASTM E1644 TOPCOAT MB Plus 5, 55 gallons ASTM D412, Water - based, low VOC, sprayable ASTM D21, polymeric liquid, which cures to form a ASTM D1475 seamless rubber membrane. ASTM E1644 -NO k Apr 89- 6224.01 • 'ExIfPatioiPpttte! ;1/46A3: MiaMi•oaoeco�rnr Approval Date: 04/08/09 ' • ' Page 6 of 31 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM Fiberboard Fiberboard insulation GAF Materials Corp. EnergyGuardTM Permalite Perlite insulation board GAF Materials Corp. EnergyGuardTM Strip Cut perlite board GAF Materials Corp. EnergyGuardTM Recover Board Perlite recover board GAF Materials Corp. EnergyGuardTM Tapered Edge Strip Tapered perlite board GAF Materials Corp. EnergyGuardTM Polylso Polyisocyanurate foam insulation GAF Materials Corp. EnergyGuardTM RA, RN Polyisocyanurate foam insulation GAF Materials Corp. EnergyGuardTM Composite, RA Polyisocyanurate /wood fiberboard or GAF Materials Corp. perlite composite DensDeck Water resistant gypsum board G -P Gypsum Corp. DensDeck Prime Water resistant gypsum board G -P Gypsum Corp. DensDeck DuraGuardTM Water resistant gypsum board G -P Gypsum Corp Structodek® Wood fiber insulation board Knight Celotex StructodeV TD Flame Resistant High Density Wood Knight - Celotex Fiber board. SecurockTM Fiber reinforced roof board USG Corporation APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill -TecTM #12 Standard, Insulation fastener and Various GAF Materials Corp. #14 and #15 extra Heavy Base Play fastener for Duty Fastener, Heavy Duty steel, wood & concrete Roofing Fastener decks. 2. Drill -TecTM ASAP Pre - assembled Drill -TecTM Various GAF Materials Corp. Fasteners and metal and plastic plates. 3. Drill -TecTM CR Base Base sheet fastening Various GAF Materials Corp. Sheet Fastener and Plate assembly. 4. Drill -TecTM Galvalume Round Galvalume stress 3" and 3 '' /a" GAF Materials Corp. Plates plates. 5. Drill- TecTM Polypropylene Round polypropylene 3" and 3 %Z': GAP;M%jrijisC0r1> Plates stress plates. • 6. Drill -TecTM AccuTrac Square Galvalume coated 3" Square OMG Plate steel plate. *of f f • :NOA koK 49 -D224.a1 f • f fExitation &tei 111803: M Approval bate: /08/09 ' • Page 7 of 31 ••• f • • f fff f • EVIDENCE S UBAUTTED: Test A2ency Test Identifier Description Date Factory Mutual Research Corp. 3029832 4470 - TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 OD1A8.AM 4470 - TAS 114 04/01/98 Underwriters Laboratories TGFU.R19254 UL 790 10/27/06 Trinity Engineering 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF - 020 -02 -01 ASTM D 249 02/01/02 ASTM D 4977 IRT -ARCON Inc. 02 -005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 Trinity ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 . • 60: . . . . . .. ' • NOA No.: 09- 0224.01 • • . �. Expiration Date: 11/06/13 Muarai�uecouNrv; �•' Approval Date: 04/08/09 Page 8 of 31 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/3211 or greater plywood or wood plank System Type A(1): 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 Insulation Fasteners Fastener (Table 3) Density /fe EnergyGuardTM PolyIso, RA, RN, EnergyGuardTM Composite RA, Minimum I" thick N/A N/A Wood Fiber, StructodeV, StructodeV TD, EnergyGuardTM Recover Board Minimum V2" thick N/A N/A EnergyGuardTM Perlite Minimum 3 /4 " 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 -401bs /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 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 STRATAVENT EliminatorTM Perforated laid dry or a layer of EnergyGuardTM, Perlite or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVEN1 EliminatorTM Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: 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) GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor. sbaets attgched tq dick with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill- 'Ter.'r l stel plate or Drill -TecTM AccuTrac Plates, 12" o.c. r ow in t13e "�" eide 'the other rows are equally spaced in 3 rows. Oq� approximately 12" . J1 h the field ofthe sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) 0 0 * ••• . • ... : : NOA No.: 09- 0224.01 '.' ; • • • • Expiration Date: 11/06/13 MIAM4DA06 • • • • E Approval Date: 04/08/09 Page 9 of 31 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" Iap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #80 ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet 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 Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, 414 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in then" 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 -TecTM # 12 standard, # 14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS' #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS PLY 4, GAFGLAS Flex PIyTM 6, GAFGLAS STRATAVENT Eliminatorrm Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat - We1dTM Smooth or RUBEROV SBS Heat- We1dTM 25 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 lbs. /sq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4, GAFGLAS Flex P1yTM 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Membrane: One or more plies of RUBEROID 20, RUBEROID 30, RUBEROV EnergyCap SBS 30 FR, RUBEROID 30 FR RUBEROID MOP Smooth, RUBEROID Mop 170 FR, RUBEROV Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD SBS, or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb. /sq. t 15 %. .. •ww . . w . . w• _ ww w w ww • w . w . ww www ww w w • • ww ' • NOA No.: 09- 0224.01 • • • .' w 0 Expiration Date: 11 106/13 MIAMUDADECOUNTY • • Approval Date: 04/08/09 Page 10 of 31 ww w' w w w w w w w 00 . ... . Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTm MatrixTm 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshiele 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 • •• ••• ••: '.' ' • 000 • • 0 0 0 0 0 0 0 0 0 NOA No.: 09- 0224.01 :. • "• Expiration Date: 11/06/13 MIAMI- oAO+ coin •. • '.' Approval Date: 04/08/09 Pagel l of 31 . ... . • : """ • .. .. .. .. WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens Deck or '/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIIVIITATION& 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq., or mechan ically 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 side lap 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 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to 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 tgeatty- assurance.aiglity& accordance with the Florida Building Code 0 0 and Rule 9B -72 of the Florida Admtinistrat=ve, Ep do . . ENDmOF•' HISPACCE ANCE • NOA No.: 09- 0224.01 • • • ; • • • • Expiration Date: 11/06/13 M1 COUNTY' Approval Date: 04/08/09 ' ' Page 31 of 31 MM I DADE M 4AH -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, 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 by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. - - -- - - - -- - -- This product is approved as described herein, and has been designed to comply with the Florida Building Code, and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete Tile 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 any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6.: • .. • The submitted documentation was revie n -d byn&ige$a ; ; •; • • NOA No.: 06- 0526.08 • • • • Expiration Date: 10/05/11 • • i i i i • • i : Approval Date: 10/05/06 • • • • • • • • • Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category Roofing Sub- Category: 07320 Roofing Tiles Material: Concrete Deck 1�ue: Wood 1. SCOPE This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For Iocations 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 Applicant Dimensions Specifications Description Capistrano Concrete L = 17" TAS 112 High profile concrete roof tile. For direct deck Tile W = 12 /a" or battened nail -on applications. Thickness = 1 /2 " Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF - 001 -02 -02 TAS -112 Aug. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied 94 -083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied • • $4-Q8� Static Uplift Testing May 1994 Engineering, Inc. A�6'f01 (Mortar Set) • .. .. NOA No.: 06- 0526.08 • • • • • Expiration Date: 10 /05111 • . . • • • • : • : Approval Date: 10105106 • • • • • • G • i 0 Page 2 Of 6 • . •.. . • The Center for Applied 25- 7094 -(3, 6 & 9) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7120 -(1 & 2) Static Uplift Testing Nov. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7183 -(3 & 4) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(3,4, &7) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7804 -4 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191 -2 -1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Sep. 2006 Gravity 3. MUTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 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 underlayments 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 chapter 29 of the SFBC. o Y • • • NOA No.: 06 -0526.08 • • • . . . • • • Expiration Date: 10 105/11 i i • ' �' • • • • • : Approval Date 10105/06 • • • Page 3 of 6 • 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 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) Wldth -w (ft) Capistrano Concrete Tile 10 1.417 1 1.04 Table 2: Aerodynamic Multipliers - A t Tile A (ft)A (ft ) Profile Batten Application Direct Deck Application lication Capistrano Concrete Tile 0.300 0.277 T 3: Restoring Moments due to Gravi - M ft -lb Tile 3" 4 ":12" 5 ":12" 6 ":12" Greater than Profile 7 ":12" Capistrano Baft s Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.6$ 1 6.99 6.57 6.88 6.44 1 6.73 6.28 1 6.56 6.10 6.38 - - - -- -- Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -0n Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19132" plywood) Capistrano 2 -10d Ring Shank Nails 28.6 41.2 WA Concrete 1 -10d Smooth or Screw 5.1 6.8 N/A Tile Shank Nail 2 -10d Smooth or Screw 6.9 9.2 N/A Shank Nails 1 #8 Screw 20.7 20.7 N/A 2 #8 Screw 43.2 43.2 WA 1 -10d Smooth or Screw 23.1 23.1 N/A Shank Nail Field Cli 1 -10d Smooth or Screw 29.3 29.3 WA Shank Nail Eave Cli 2 -10d Smooth or Screw 27.6 27.6 N/A Shank Nails Field Cli 2 -10d Smooth or Screw 38.1 38.1 N/A Shank Nails Eave Cli 2 -10d Ring Shank Nails 33.1 48.1 N/A 1. Installation with a 3" tile headlN and 4astemeFs are looatad vain. of 2'/z" from head of tile. • • •• . • NOA No.: 06- 0526.08 • • • • • • • • • • • : ' Expiration Date: 10/05/11 • • ' ' ' • • • • Approval Date 10/05/06 �' ' ' • • • • Page 4 of 6 • Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set S stems Tile Tile Application Minimum Attachment Profile Resistance _ Capistrano Concrete Tile Adhesive 29.3. 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per a 8 rams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Capistrano Concrete Tile Polyfoam Pol ProTIA 66.5 Poiyfoam PolyProTm 38. 3 Large paddy placement of 63 rams of Po ProTm. 4 Medium paddy placement of 24 rams of Pol ProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Capistrano Concrete Tile Mortar Set 24.5 5 Tile -rite Roof Tile Mortar. 5. 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 ". Mrs EArGLE Ob FL o R / -D A- ***0:0* 0 00 CAP1STRANO CONCV TE Roos -fidE LnJsa, .9uMTERVjLLE P1.Arrr U 6 OC4TjDOr U;AP NE OUTME) _ NOA No.: 06- 0526.08 " • • " ' Expiration Date: 10105111 • • • • • • • : : Approval Date: 10 /05/06 • 0 0 • Page 5of6 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL MOLE 4 17 1 � CAPISTRANO CONCRETE ROOF TILE 00 000 0 19ND OF Y IiTy� AQC��ANCE • . • . . . 0 069 . , NOA No.: 06- 0526.08 • • • • : . `. . `. M • Expiration Date: 10 /05/11 • • • • • • • *s i i Approval Date: 10105/06 . • . . • Page 6 of 6 • gHoRFs Miami shores Village soon Building Department 10050 N.E.2nd Avenue LORI 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: 0-1 k 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: V r Property Address: ve, S Roofing Permit Number: Dear Building Official: I r 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 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 1 4 e ' ion of th South Florida Building Code (1994 SFBC) V \CAY\O \_ Signatur WPrint Name State of Florida County of Dade • • •.... , , • The undersigned, being the first duly sworn bnt saris Alt fie /the is the owner for the above property mentioned. Sworn to and subscribed before me this day of • `� A;A Y b ` = GLAVOIA TAMARA ROCHA SILVA Notary Public, Sate of Florida at Large • ` ' :;i3'°�`; MY COMMISSION # 00824101 • When the just valuation of the structure for u � ec EXPIRES September 1 7. 2012 p rpose at as vlorem Ixa:on:s Emlo tour mor kthan $300, p��Ys building c�eA )K ith FBC or a 1994 SFBC. Then you must provide a building application Irm aG �r �l Gn1ractor lbr thgRppf i Wall connection Hurricane Mitigation. Revised on 5/21/2009 E � w w" ORE RIDp 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. 04esthetics- 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. n 2. V enailing 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. , ommon 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. "xposed 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 earance. 5. YP onding 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. 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. Ventilation: Mosftof 8tu%tujes should t avosome ability to vent natural airflow thr h the interior of the structure assemfj (th4builMng itieli the existing amount of attic ventilations t be reduced. It may be beneficiaKo co 4e can result in exte the a life of the roof. Id 0 n r /Agent's Signature Uat ;• •,• �ontrecibr Date Revised on 7/9/2009 LD • . •