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BP-05-1465OR Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 2/4/2005 Building Permit Permit Number: BP2005-116 Applicant: VICTOR ORTEGON Owner: ORTEGON VICTOR JOB ADDRESS: 550 NE 101 ST Contractor OBENOUR ROOFING Local Phone: 305-757-2612 Parcel # 1132060171160 Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A-101 Legal Description: MIAMI SHORES SEC 4 PB 15-14 LOTS 1-2-3 BLK 95 LOT SIZE SITE VALUE Fees: Description Amount FEE2005-1511 Building Fee $250.00 FEE2005-1513 CCF $3.60 FEE2005-1516 Scanning Fee $15.00 FEE2005-1517 Submittal Fee ($50.00) FEE2005-1518 Training and Education Fee $1.20 FEE2005-1519 Technology Fee $6.25 Total Fees: $226.05 Total Fees: $226.05 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/25/2005 Construction Value: $5,600.00 Work: RE -ROOF FOR MASTER BP2004-1465 (FOYER AND REAR TERRACE) Signed: (INSPECTOR) FFa o A•40 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ECE11VE®Permit No. f '�JJ i I PERMIT APPLICATION � aster Permit No. bf 2O5 i 4(:z_ FBC 2001 At, 6 2?95 Electrica rank ng Building Owner's Name (Fee Simple Titleholder Owner's Address CCity%ij,(,G',.Yvt•(. a Qn State Zip 33 i8 Tenant/Lessee Name Phone # Mechanical ;l Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO ✓ County Miami -Dade Zip Contractor's Company NameQ ��Z /� Phone # !�� - `' 7 —2C /2 ntractor's Address 1 1 PE- 10�-MP /r — /0 yt�,t� Qj State_EL Zip 3 3 /28 Qualifier '7041 ,1 ' . State Certificate or Registration No. (t / 143 ( Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: Describe Work: ['Addition ❑Alteration PD/IJM:I (4s`74 Square Footage Of Work: 5-3 7 ❑ Repair/Replace ❑ Demolition Cdt f�o� ****************************Fees****************************** Submittal Fee $ 5-0 ''Permit Fee $ (5 CCF $ y1 0 Notary $ � Training/Education Fee $ Scanning $ 6 S Radon $ 'ode Enforcement $ Total Fee Now Due $ Zoning Structural Plan Review. $ Technology Fee $ r—� Bond $ CO/CC a5- (Continued on opposite side) 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 c dition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith tha copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subje t to ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio whi h occurs s en (7) days after the building permit is issued. Inabsence of such posted notice, the inspection will not b ved and a e spection fee will be charged. Signature / Signauur Contractor The forego g instrument was acknowledged before me this AO fit The for oing instrument was acknowledged before me this 2 G day of � Er- , 20 6, Lk �"T 6(-eg (Gavde-.Q day of , 2€O , by Ta VII A.S f) c) btiouir who is personally known to me or who has produced who is personal known to me or who has produced As ident ication and who did take an oath. as identification and who did take an oath. NOTARY P Sign: Print: My Commission Expires * * * * * * * * * * * * * * * * * * * * ANA GONZALEZ a: �44 OMM iSSIQ�! OD 062330 " * *Wk*Fia*ciG44V44* * * '. , Ay ' Bonded ThruNotary PudicUnderwriters. NOTARY PUBLIC: Sign: Print: AIL r •l -u Hart 872 - ` Expires A ;il 2, 2005 My Commission EAf pjres::Q.� '� P Bondsd Thru. reti � �`� *****************************�'�FF0 **kwk '*'alb*IA****** **********************************************************_ *`,********************************************* APPLICATION APPROVED BY: _ , JA 2�6 2605 Chc 05/13/03 Plans Examiner Engineer Zoning Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System -- Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 _Concrete or Clay Tile I A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application r i 6. Owners Notification for Roofing Considerati R.` R fin nly) 7. Any Required Roof Testing/Calculation Docuit t o 123_01-48 5/03 PAGE 1 Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. /54 Process No. Contractor's Name a /11-1va aX- 7 r A/6 Job Address 5-5o I<I E to I 5 +(f -?-/ ROOF CATEGORY Low Slope 0 Mechanically Fastened Tile I Mortar/Adhesive Set Tile 0 Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stacks?/ Yes ❑ No C�' ROOF TYPE Type: Natural ❑ LPGX ❑ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep. Sloped Roof Area (SF) Total (SF) 5 3 7 3'e 3 N Section . B (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. 123_01-48 5/03 PAGE 2 0 tp E. ui Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: ,Lfow /de LOOP Notice of Acceptance Number: 6 7 — 6403, 611 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: qt,'4 P2: P3: 9.1 Maximum Design Pressure ��7 i (From the NOA Specific System): Method of tile attachment: µ- Roof Slope: 3 :12 Steep Sloped Roof System Description Deck Type: ihx ype Underlayment: nsulation. Fire Barrier. A STrr D .2 2l # 3e 111,4- Ridge Ventilation? astener Type & Spacing: dhesive Type: Mean Roof Height: 2-S 'rm/G I I . ittlik /J �b c i yix Asfi(.5-vr ype Cap Sheet: oof Covering: 41164. /4 .d / $4 14-le Type & Size Drip dge: i34t¢C Zeizo- fal.✓-� C/ay 123_01-48 5/03 PAGE 4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from M a If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: i A. s —_) - Mg: - Ma NOA h'k (P2: x A. m .) - Mg: m NOA Mr (P3: z A, 0 _) — Mg: = Mr3 NOA M Method 2 "Simplified rile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mi Mr Required Moment Resistance* Height 15' 20' 25' 30' 40' Mean Roof — Roof Slope 2• 2 34A 36.5 38.2 39.7 42.2 3:12 322 34A 38.0 37A 39.8 4:12 30A 322 33.8 35.1 37.3 5:12 284 30.1 31.6 32.8 34.9 6:12 264 28.0 294 30.5 32A 7:12 24A 25.9 27.1 282 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the valves for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. ,'''�pp Method 3 "Uplift Based Tile Calculations Pere 127" (Pi :49lx1• t,s =i4� w:=,(,1 )-W4+•9° zcos e: •fl = Fri:'T /76 NOAF'Ail-2- ' (P2 :ire z 1: 1 =l5 . w: _ .4 t ) —W: b'96 z cos 0: •9l = Fr2: g-rJ NOA F't r 1, 9- (P3 4 z 1: i _% w: _ G 7 1- W:(L ° z via 9: = Frs: NOA F',?r 7, 1- Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site _ Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity Mr NOA Attachment Resistance Mr NOA Required Moment Resistance Mt Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. • 123_01-48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA') System Manufacturer. NOA No.: 6 3 2-- Design Wind Pressures, From RAS 128 or Calculations: Pmax1: SL Pmax2:875 Pmax3:'9/ Max. Design Pressure From the Specific NOA System: SZ,5 Deck Type: Gauge/Thic mess: 677ft Slope: Vii FT Anchor/Base Sheet & No. of PIy(s): A/4 Anchor/Base Sheet Fast#y/Bonding Material: insulation Base Layer. ki/4' Base Insulation Size and Thickness:/r/ft Base Insulation Fastenq nding Material: 4— Top Insulation Layer. Top Insulation Size and Thickness: 11// — Top Insulation Fastener/Bo r Material:' Base Sheet(s) & No. of Py(s)Zrit4 ( %T Base,Sheet Fastaner/Etondin77terial: Ply Sheet(s).& No. of Ply(s): 2'ckr� Ply Sheet77f' rBo, rydi M�teri" Top Ply. ifeu tio// %70 fit — Top Ply Fastened/Bonding Material: Surfacing: G/104N114.0 t j G 43' Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 ' oc a/ Lap, # Rows Z o / ' oc Perimeter. G " oc © Lap, # Rows (d1 " oc Comer. " oc @ Lap, # Rows @ ti " oc Number of Fasteners Per Insulation Board Ae/i_ Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Jndlcate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. , sivce.a C$/vsrocc� Orr/°; `t 4 74fuNf /7 "'yc 74/rem- ,P0.0" f(�rro/rlop , i k7s�o�c f,L�IhE�aNf FT. ��( Parapet Height Mean Roof Height 1,ivW 3�yWc( / ilys';83 70,G =639 123_01-48 5/03 PAGE 3 M ?A M 1-DADt nay BUILDING CODE COMPLIANCE OFFICE 03CCOj PRODUCT CONTROL DIVISION NOTICE Q[CACCERTANCE (NOA) Zion Tile Curporrtion.J 13450 SW t26`" Street Miami, Florida 33186 AIIANTI-DADS COUNTY, FLORIDA . METRO-DADE FLAGLEP. BUILDING 1.10 tti'ES; FLAGLER STREET, SUITE 1603 M;AMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 3 75-2905 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction rnaterials.- The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BOR.A) to be used in tvMierni Dade County and other areas where allowed by the Authority Having Jurisdiction (AFIJ). This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) anifor the AFIJ (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 ofsuch testing and the AI-IJ may immediately revoke, tnodify, 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 Contra: Division, chat 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 :v,:, the High Velocity Hurricane Zone of the Florida Building Code._____ .--.�- DESCRIPTION: A.lhanibral-landniade Clati' Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and foll,dwing 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 bas been a revision or change in the materials, use, and/or manufacture cif 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 .shat! 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 acid shall he available for inspection at the job site at the request of the Building Official, This consists of pages, 1 through 3. The submitted documentation was reviewed by Frank Zuloaga, 1tRC NOA Flo.:,02-0603:03 Expiration D.ttc:07/05/077 Approval Datc: O7/05/02 'age 1 of 3 J ROOE'ING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Rooting 'Tiles Clay SCOPE This roofing system using "Two Piece Barrel Alhambra", as manufactured by Zion Tile Corporation described in Section 2 of this Notice of. Acceptance. for locations where the pressure requirements, as determined by applicable Building Code does not' exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in .section 4 herein. The attachment calculations shall be done: as an uplift based system. 2, PRODUCT DESCRIPTION Manufacture by Applicant "Alhambra Tile" Trim Pieces Dimensions t 18" w-P>'�:"to7'„ taper A" thick t s varies w = varies varying thickness Test Specifications ASTM C 1167 ASTM C 1167 Product Desrrii tion High profile, two -pike, clay roof tile. For direct deck adhesive set applications only. Accessory trim, concrete roof pieces for use at hips. rakes, ridges and valley terminations. Manufactured tor each tile profile. 2.1 Components or products manufactured by others Test Product Product Dimensions Specifications Description Roof Tile Adhesive N/A See NJA Two component polyurethane. ("Folypro® adhesive designed for AH160") adhesive set roof tile applications. Manufacturer Polyfoarn products, Inc. with current NOA 3. LIMITATIONS 3.1 Fire classification is nor. part of this acceptance}. 3.2 For mortar or adhesive set tile applications, a static field uplift test shah be performed in accordance with RAS 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 rev, e:v. 3.4 Minimum underlay -merits shall be in compliance with the applicable Roofing Applications Standards listed secticr. 4.1 herein. 3.� 30/90 hot mopped underlayment applications may he installed perpendicular to the roof slope unless stated 'otherwise by the undcrlaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall he in compliance with applicz blc Building Cade. NOA No.: 02--0603,04 Expiration bate: 07/05107 Approval Date:01/05/02 Page 2 of A. TESTS: Test Elgcncv Test Identifier Test Nan /Re sort Date The Center for Applied 940150-2 Static Uplift Testing 08/94 PA 10 (Adhesive <ct) Engineering, Inc. Testwell Craig Laboratories Lab ##: AV-19 Physiccal Properties 09/95 & Consultants . ASTM C 11E7 Testwell Craig Laboratories Lab#: AV.20 Static Uplift Testing 02/96 & Consultants PA 101 (Mortar Set) B. OTHER Notice ofAcceptance number 02-06'0.3.04 E-1 .. INSTALLA LON 4,1.1 "Alhambra Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120, 4.2 Data For Attachment Calculations Tahiti 1: Average Weight (W)'and Dimensions (I x wI Tile Profile Weight-W_(tbt) 1 Lencdth=,l_(teet) Width-wsfeet) Two Piece Barrel Alhambra Tile 0,. Y' 1.50 .e O.67a'g. Table 2: Minimum Characteristic Resistance Load - F' (Ibf) Tile Profile Tile Application Attachment Resistance, Two Piece Barrel Alhambra Tile Adhesive Set 1217,20_ Mortar Set 38.80 5- LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". 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 c. applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING "AL11AMBRA Tile" END OE THIS ACCEPTANCE NOA No.: 02-0603.04 Expiration Date: 07/05/07 Approval Date: 07/05/02 Page 3 of3 rvr.iru.tA t L UL'LI. .', 1NI(_ , 16002 PRODUCTCON.T.ROL NOTICE OF .-kCCC1'T-‘NClr Pnlyff ►my,roducts,'.Tric_ z-IUu Spring-Stuebncr Ruad Spring ,T.X 773S3-1132 Your Application :orNoticc: of"Acceptance (NOA) c,.t: Two Component Polyurethunc 'Fo:lm Adhcsivc under Chapter 8 of the Code or Mian}i-Dark County governing tht use of Alternate Materials and Type, o, Construction, and completely describFd herein, has been recommended for acceptance by the t!vficwni-Du,ku County Bui!din Code Compliance Office (13CCO) under the conditions speci lied herein. Thi7, NOA 5hall not be valid after the expil ation date stated below. BCCO reserves the right to secure this product or material at any time from 7 jobsite or manufacturer's plant for quality control testing, If this product or material fails to perform in the approver mariner. GCCO may revoke, modity, or suspend the use ref such product Or material inin- diate.ly. BCC( reserves the right to rcvo[`e this approval, if it is tlCtcrn3irted by BCCO that this product or material fails to meet the requirt..nlcnts of the South Florida 11uiiding Code, MIAMI-DADE COUTNTY, FLOR(QA NIETRO•DAI)E FLAGLER BUILDING DOLDIN1,, CODE COr lr'LIANCE OFFICE IETaO-DAoIT r1..,\r,IrR Di/1LDINC,C 1.I0 WEST FLACLER STREET. Sr!(:.1: I(an MIAMI, FLORIDA )313t)-150 1:115) )7S-:yil1 t',\.'< O(>) 375- ?t);i The expense of such testing will be inc.ttrNd by lht2 manul;uturcr, • ACCit TA.NCI: NO.. (11-1)�1'} ij2 EXPIRES:45/10/2011-6— , Raul rt.odriuuc Y. Chief Product Coctml Division TI•tJS i`i'TIII: COv tRSlTEFT (SEE ADDITIONAL PAGES re 1z SPECIFIC &Nt) Cr.:rNrz.Al CONDITIONS T3UTI,DINC c )nr & Pr{ODL:cT RF-vrrW COMMITTEE Tiny application for Product Approval has been reviewed by 111E BCCO and ilppravr:d by the 3uilding Code and Product Review Committee to be used ir, Mia:1li-Dad County, Florida under the conditions set forth above, z:oN•rtz,\c rc)t Ll("k,NNINC tii:CrioN 005) a7S-2527 I',\N (3Q5) )15-:S5(4 CON'I It•ICF'(.)itENFORCEMENT IM•INION (1 ) 375-1!Ia6 I AS (305) )75_190 I'1 ODL'CI' CONTROL Q('✓tSION Ou=1275-2902 FAX O051_171.6):'i. PPROVtC); 06/14/2001 Yks015000 ‘pc1000 ccmpaci;Mouco )ceepunee co'r,.r patf dI In(crncc mnil address; pnstmnsicr(j Iiti IdinSgndeonlinc..iun 10' d rSt78erLs0C 0.L t7�C ,96E11t_;0C l'nncisco J Quintana, R.A. Director lvlianti-auto County 1iuilllingCgtlQ Compliance Oificc 1lmucpage: ullp:nwww.bulWingeodconlinc.com o IQHaff 6_1 r'S: J1_ cool,: 70 dd' 10 tl+l 1114' 11 -too 1'1 •� Q'J `l JI R0O111NC; A55EM 3LY APPROVAL Cate. ro : Roofing Approval Date: Junc 14, 2001 Su!'-cieteLnrq_ Rool'Tila!Adhe;ive 1 Materials: Poly('retn inc 1 1. SCOPE This approves I'olypru0 A11160 as manufactured by Poly foam Products. Cnc. its cicScribed in Section 2 of 10 Notice or' Acce.ptance. For the locations where tine design pressure requirement, as decermincd by applicable building code, does trot exceed the design pressure values obtuiiltcd by calculations in compliance with Rooting Application Standard R.AS 12'7, for use u{ilh .appraved nat. tow. and high profile rooftiles system using P'olypre0 AH 160. Where tl>p attachment calculations are done as a moment based system ['or single patty placement, and to an uplift based system for double patty systems .nh Snflm Prod urtl,_ c. 2. PRODUCT DCSCRI.C'TIO Manufactured by I Anpljca►nt Ditnr dons PolyproQ AH160 N/A i romprog 1RT1' 1000 N/A prof';►ck6$ 30 Sc 100 l/A 1 ,JL LA v.t:t 1.0.‘11"..,, .., 1.1%, ` ACCCPI'ANCC No_ : 01-0,521.01 13.:pir;tti:.)11 Data 11/p.iy 10 7006 Test Sncr.ilicit n9 PA 101 Product Description Two component polytiretnane Dispensing Equipment Di,pensing Equipment 2.1 Components or products manufactured by others: Any Miami-Datie County Praduct Control Accepted hoof" (ile ASwni1 ly having a current NOA which list uplift resistance vaitics wilt the: use of Polvpro Al 1160 roof tilt adhcsive. 1 2,2 Typical Physical Properties: ITest ASTM D 1622 ASTM D 16-31 ASTM D 1623 ASTM D2127 AS VM E. 06 AST t D 2126 1 Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transio ission Dim MSional Stability Rcvl'Its 1.6 1b;J(t' 13 PS1 Parallel to rise 12 PST Perpendicular to rise 28 PSI Parallel to ris,: 0.08 Lbs./Ft2 3.1 Pero) / loch +f.0? %o Volume Chanel.: (c . -40° P.. 2 weeks +ti_0 Volume Chanf:c 1ltmtidity, 2 \veL 1. ; l:rn'tk RRC Product Control 1 xorniner c:o v�- d 99 LgOE 01 ''' ` CC9E!'jr,t1' C r' o IaHdi3 J t,g : S 1 20 d _iu :14; uJ ltil d / : UJ C.1.1. :. 14 rV4XtVd.A rxVu4A 1 :1 .r..`.. • P4lyfparn y'rodtrct,_Inc, A.CCCI'T_ NCE No.: 01-0 521.02 Note: The physical propertirs listed above me presented as tyl,i4;rl nverage vnloes'ns determined by accepted ASTh1 test rrletllods And arc subject to nornr,il m.urufncturing' rrriatiorr. 3. LItMITA`i'IONS 3.1 Fire elassifieatiOh is not part or ;his ac:.ceptince Refer to the Prepared ItootTiie Assembly For tire, rating 3.2 1'olypro® Al-1169 shall solely be used with flat, low, & high ti!e profiles, 3.3 Minimum underlilynacnts skill be in compliance With the lt_oo:ing Application Standard RAS 1?0_ 3.4 Root Tile manuFactures acquiring acceptance, for the u:c. of Polypro Al-I160 roof the adhesive with, their tile: assemblies shall test in :tccordance with PA .101. 3.5 Roof Tile manufactures aegtririnw., icceptance For two paddy placement with the, use of P'olyproe lV\.1. i 160 roof ale adhesive with their the assemblies shall test in accordance with 1 A. 101 and with 5ect,on .0•4 as modified herein, I I —II- to tyl S d• INSTALLATION 4.1 Polyproe AI-1160 malt' be used with any roil tile assenOly having a current l'JOA that lists uplift resistance values with the ose or. Po►ypro') AI -I I60, 4.2 Polypro0 AI-1160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein The root ti1c assembly's adhesive a;ttachmcnt with the use of Polyproe AI-1160 shall provide sufrictenv. attachment tesistanc.c, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with M.liar-,r-Dade County Roofing Application Standar4 RAS 127, The adhesive attachment data is noted in the roof the assembly 1OA 4.3 Polyproe AIa 160 roof the adhesive and its components shall be installed in accordance with Rooting Application Standard RAS 120, and Polyfoam Products, Inc. POlyproe A.1`1l60 Operating instruction and Maintenance Aooklct, 4.4 Installation must be by'i a Factory T-aincd 'Qualified Applicator' approved arid licensed by Poly -Foam ProductsInc. Polyfoam Products Inc. shall supply a list of approved applicators to the autliority having jurisdiction. 4,5 Calibration of the Foainpror9 dispensing equipment is required before application or any adhesive. The rni?, ratio between the ''r\'' cornpone.n and the; "I3" component shall bc maintained between 1 0-1.15 (A) : 1.0 (D). The dispense timer shall be set to deliver 0.01'75 to 0.15,potinds per tile as determined r.t calibration. No Other settings shall be approved. 4.6 PolyproZ A1-1(50 shalj be applied with Foampro R-rr 1000 or Prol'ackC 30 cC 100 dispensing equipment Only. 4.7 Polyproft;' AI.1160 shall'i not bc cxiroscd pernian4lrlly to sunlrif j 1~`� a t rankl..11oago, Rt:C Product Control Examiner CO :'Br'S'o8S,'s0C Ct t'', CC969SOi oDai a 'ad SS:9i E:0072 20 'ddI 1,LAl 1 I .L •i• . J'1 0 1 0 “.Y ‘,1.411- :1 11 fn111$1_I 1.?. Pulyfoa► t Products Inc. ACCEPTANCE. No. 01-0521.02 4,8 Tiles must be adl,cr d in freshly applied adhesive Tile must L•e set within 2 to 2 rr.iriutes aft r Polypilo Al-f 160 has been dispensed 4,9 Polyprol . All IGO pIaoemcrt and minimum patty \vcight shall be in rtccordanci. wi(h thc'Pl;tcc,mcnt DciaNs' herein, Cal gt::ncrie tile profile require; the specific placement not.:d hcrcirt. 'Cable l: Adtlesivr. P1accrilcnl For Each Generic file Profile �1 _.__ Tilel'roGlc I 1 , 1 I'laccincnt Detail .riingle 1'n.Jdy \.ti'�ir;l,t�"I'wo Pi ddy Weight \lin. (gnulis) i per paddy h'lin. , grams) _ Flat. lt. Low, 1-lit11 Profiles f; I 35 _ ' i r NIA l-(;l;11 Prolile (2 Piece Barrel) • I 17/side on cap :ay.! ' NIA }`1/21-iil Flat, Low, 6iieh Profiles 1 r, 24 \1/A Flit, Low, l•rial► Profiles iw ,._ a3 - i• 8 �. LABELING AJI PolyprA A.HI 60 containers shall comply wish tha Standard Conditions listed herein. .6. BUILDING PERMIT Tt.1�.QUIR.C1\7CNTS 6.1 As required by the Building Official or applicable Building Code in order io properly evalate the. installation of this systcrn rr,lnk Luloaba, PRC' Product Control F..cuniner r0'd t et798gL 0C 01 r.`Cos69;t30 c,Dau s dd Ss:91 CtOA7 70 ;d,_U • ;••• 13 / 03 .IHU Polyfoani ProcitictOnc. 10 FAA, 042 FuLFQ,I,M ACCEPTANCE No. : 0 1-0521.02_ ADHES I VE LACENIENT DETAIL SINCLE PATTY ar,a0 am pi 1.11c comrn1 Jroien.m.I t s• •••••,. 111 be. [bun Net, 1110W-111N ...-f"..,,,,,-:-.• ''.:::,,,,, )• ,....N....",.../),, N••••,,...„ ecf•::::::......::).,>,.....,,,.., ...,.(••• 40,4111 hnit fiw cu.n A bike AMA}... 190ena A ic. ,Je I•on neepho ... A In ue Won veriatolle ' 7 A...vs 141 II FlAtc Ano,411 3entelve le zchlt A 11 lo 13 rplIonAirjr.Ter— .00,110141 la, 4:61.1.:1.rlal Its ganglia eiStp 00 aocIlcotIOnl 13'11/1'-ourlh 11111:4 cent il II %fit GO•airl wriskaa. lo enm. Klce 4CAt thoi I o i 11,FIVA 0,A)11, •Agt 1 m..r We, :;:::-„,-"."--' j.)•_. '":„.-7- rho 1n.t.II I. it. .A.":; .,,,,----.'"Ve:';' Lhh..,(Airrun ..' ,-;--- `. -,' -4-7------ ........... •-,,,T.,,,.......____:<,....---,,,"::-<",,,\ L,,,,,----.., -I .7. lk :--;:2.....-/ ...,- ,,,,,:„. ......„, ° ----- Eiv. :.w. `-s. -t. - ..." )' • ,... • „e .. ....Z.:-...5.- A.ro.i-,.., >...,.......--- i,. Ai., .,!:,...' c....51 ..),,....._,"' ./„..„...,' d ".:::•4',,, pri CA3 E113,111 V 4VI enA el / 0410/.4 cm, 304 IOW( glr a .ft Plarl,p illeartaa / ,, en Iongli6olneJ pdarn 1116r Ranh al WI Om CM WIWI Vipatta4!. lancru, a aaq..11 -....—....— 140 ihnAgn pleik L hArie Whinreard UVai GIU(SI 41.'4 coon. enh• nee, inn, i,looms. A I,. op low Anna.401a/a NotI It flC4rWM Peach iVonellI1 14.1 FILQ 3 3 1.:1-411k.1iIOag1, R.RC Proclwr. Control Esarnin,.:r t1 O d V8V88SLSOC 01. VLCO969S0C ryDauas ad 9S:9I 000? 70 eldt) UJ lit. I r 3 4, • Polyrolnt Products, inc. I'1,111 through olvitic erneot 1. t A ruLiruAm ACCEPTANCE No. 01-021..02 DIIESIVE PLACENIENT DET,Ati., 2 SINGLE eATry- P 1CylilthrIth nit) tadtmoliVpiwItcmcM Underly.'hnn 1 4,4 C41.inc Pl;,111C embnt Plody(limat Ll4) OeleAymW \ k,„„ 7:.tNe Cz,ent, jB Icl Elv I C:cluno F).3c.13 ephois EMI/ dOlUi0 esigt Frank Zulonv,a, RRC Product Control EN,arniper 90'd V8t783SLSOC 01 ,C096.9SOC oDcHas ad Scir9T COO? .70 adt1 vrar paltfoagt Products, Inc. Nall through cement ;e'3 In. IT c3iin, $Inge Paddy on under. laymen; Single paaay" on top of tsle Sinole paddy under Ole ACCEPTANCE. No. _ (IL5? 1.02 AD11E$ VE PLACEMENT D[:'I',11L 3 DOUBLE 'PA1 y (6elNeon tile) ➢adsr 'under Ills) 1 iq, X 7 in, medium site'addy we our only Hall iMeugn plulle temcnl 1t . .4"")in.s 3 In, Single padoy cruAdertaymenl /" ' SIndle paddy on top o1 the r hie Course ti Hyd ilrc,rgn plait. cen:er!zr S;ngla paddy under Ilia I i Sinvlc " pads} on "� ender. hymen' Sin61e paddy ceiweer Ille 2 In. a 7 in meaium tiro Paddy trYo course only :14: paddy Fascia on top of the • Wtt��io�e lave :oval �/ava cloevre �..� . f ▪ Crlp edge SIngla paddy under rile Single paddy bower the bye Cla,ut %1 In, t 1 In. msdlum site paddy ta•e ccureo only Fascia 15 Fr:tid Gtllo:tkt RRC t'ruduCt Control EN;u iut;r LL ' d b8h88SSLSOC Ol 'LCCSSS.. 1C OOQd93 LS: S 1 COO,_ ZI_I adI y �ni�d 1H1_ w -_ Polvfoant Products, Inc ACCEPTANCE 'No. : 01-0521,02 I. Kcncwal of this Accept uic9 (approval) shall be com;idered oiler c, rude\\•;tl application has beeit fil,:d and the original submittcri flOeu1`l':nts, rneludioyr :u)t• supporting LAM. et iiieCr:ny documents, :Ire: Itp older than t;ibh: (h) years. i ?. Any and ail approved procucts shall 'oc peru:utuuly lab.tct, \\ith the tnanut.,cturer's name, cite, state, and il•.e following St:;tcrnent: ''ttiliami-Dade County 1'iodiict Control Approval", or as specifically stated in the Specific conditions of this, Accttlrtance. 3 Renewals of Ac.ccptance will) not be considered if', a. There has b_cn a clialnbc ill the. South Florida Ouildrnsg Code affecting tare evaluation of this product and the product is not in compliance ,,vtth the code chan�,es. b. The prod.uet is no longer the same product (idr:nticat) :u (hi: one originally approved. c. If the Aecopt anec hgidcr has not complier? n. ith all the requirements of this acceptance, including the correct installntian of the prod:ict. d. The cngincr:r who on inaily prepared, signed and sealed the roqurred documentation initially submitted, is no longer) practicing the engirt :ring profession 4. Any revision or change ;n !11,: materials, use, andlor manufacture of the product or process shall automatically be cause for I;crininatton of this Acceptance, unless prior written approval ltas beta requested (through the filin` of a revision application tviilt appropriate fee) and gralucd by this office, I ;• Any of the, following shall alsG be grounds for removal of this Acceptancc: a. Unsatisfactory perforn a.nce of this product or process. b Misuse of this Accepfi ncc as an endorsement of any product. for sales, advertising, or any other purposes Ci The Notice of Acceptance nu,t1bcr preceded by the words fvfiami•Dade County, Florida, and (ol;ovcd by the rNp,ration cats may 1pe displayed in ad\•ertisutr literature. Ir am portion of the No'cc or Acceptance is displayi:d, then it shall b. dear: in na t:n_ir.iv. 7 A copy of this Acccpcnnce asltrell as approved drawings ,lid otl}e.:r docw,tcnisi where it applies, sha11 be provided to the user by the, manufacturer or its distributors ,ano shall be available for inspection at the job sit_ at all ling, The crlgin'cr aced not reseal the copies, Failure to compiy atilt any Section of t,iis Accept ncc shall be cause for tcrmii;Ition and rcmo' al of Acrcptaocc, 1 I 9. This Notice of Acceptance cor'psists of pages I through R. END Or THIS ACCEITANC! Zuloaga, RItC Product Control L'• Narnincr GO d 7 e i' s J S J j o C 01 L L C 8 E 9 q0 U o")ak d3 dd :9I t 0 Ej dJH Membrane Type: S1 BS7SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat-We1dTM Smooth or RUBEROID SBS Heat -Weld 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 Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75,Base_Sheet or.any.of above Base sheets_ attached-to,deck with approved annular ring shank nails and tin caps at a fastener r- spacing of 9".o.c.-at the 4" lap staggered and in two'rows 9" o.c. in the field. j � (Maxim'um Design -Pressure —52.5 psf, See General Limitation #7) GAFGLAS-#75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTHb) 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 Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the2" 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) Ply Sheet: (Optional) One or orppliesGAFGLAS PLY 4®rGAFGI:AS'Flex P1ST46, GAFGLAS #80, RUBEROID MOP Smooth or RUB_ERO1D20 sheet-adhered,in-a full mopping of approved asphalt ap it ed wn the ithiEVT.range and at'a rate'of 20- 1 t40 lbs:/sq�` '— - - —�.a_ NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 26 of 32 1 Membrane: One ore plies o RUBEROID MOP Smooth, Rub doe it ®. Mop 17 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid620? Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID U1traCladTM SBS� in a'dheied"in a full mopping of approved asphalt appl d within the'EVT range anand at a rate of 20,-401bs./sq'? _ . T One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1-2 gal./sq. Surfacing: (Optional, required if RUBEROID MOPSmooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15%. 3. GAF Weathercote® MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening above NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 27 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 74 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 14" Dens Deck or �/z Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.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 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (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: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32 of 32 TGFU.R1306 - Roofing Systems Page 1 of 55 Underwriters Laboratories Inc... Page Bottom TGFU.R1306 Roofing Systems Questions? iPrevious Pagei Roofing Systems Guide Information AF,MATERIALS CORP. 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT http://database.ul.com/egi-bin/XYV/template/LISEXT/1FR AME/showpage.html?name=TG... 10/22/04 TGFU.R1306.- Roofing Systems Page 7 of 55 Class C 1. Deck: C-15/32 Incline: Unlimited 'Insulation (Optional): — One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal/sq or "Weather ;Coat Emulsion" at 3 gal/sq. 2. Deck: C-15/32 Incline: 2 .Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, 'urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate 'composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal/sq. 3. Deck: C-15/32 Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". .Surfacing: — "Weather Coat Emulsion" at 3 gal/sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: — "Weathercote Low VOC" or "Weathercote" - 2 gal/sq. SINGLE"PLY'MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. http://database.ul.com/cgi-bin/XYV/template/L.ISEXT/1 FRAME/showpage.html?name=TG... 10/22/04 -TGFU.R1306 - Roofing Systems Page 9 of 55 Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel at 400 lbs/sq, loose laid or concrete blocks, at 10 lbs/sq and spaced not more than 1/8 in. 3. Deck: NC Incline: 3 Insulation (Optional): — Perlite, glass fiber or wood fiber, 3/4 to 1-1/2 in. Base Sheet (Optional): — Type 15 asphalt organic felt or Type G2. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel. 4. Deck: C-15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1-1/2 in. diam river bottom stone at 1000 lb/sq or concrete pavers weighing not less than 10 lb/sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: — a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: — "EverGuard SR" or "EverGuard FB", 40-100 mil (TPA), laid loosely. Surfacing: — River bottom stone (3/4 - 1-1/2 in. diam) at 1000 lb/sq or concrete roof pavers. 7. Deck: C-15/32 Slip Sheet: — Membrane: Surfacing: — 8. Deck: C-15/32 Incline: 1/2 One or more layers Atlas Roofing "FR50", mechanically fastened. — "EverGuard TPO2 Plus" , 45 mil. River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs/sq or concrete roof pavers. Incline: 1/2 Base Sheet: — Two or more layers Type G2, "GAFGLAS Basesheet #75", mechanically fastened. Membrane: — "EverGuard TPO2 Plus", 45 mil. Surfacing: — River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs/sq or concrete roof pavers. •Class A - i' ill Adhered— http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TG... 10/22/04 TG'FU.R1306 - Roofing Systems Page 11 of 55 Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule". Surfacing: — Gravel. 7. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite. Base Sheet: — Two or more layers Type G2 or G3. Ply Sheet (Optional): — One or more layers Type G1. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule". Surfacing: — Karnak No. 97, 1-1/2 - 3 gal/sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, 1-1/2 in. min. Base Sheet (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1-2 gal/sq. 9. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, phenolic, 1-1/2 in. min. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal/sq or "GAF Weather Coat Emulsion" at 3 gal/sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. Incline: 1/2 http://database.ul.com/cgi-bin/XYV/template/I.ISEXT/1 FRAME/showpage.html?name=TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 12 of 55 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite/isocyanurate composite. eBaseSheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional)— One or more layers Type GI, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR". 16. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite/isocyanurate composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G-2 or G-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G-1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth". Membrane: — One layer "Ruberoid Mop 170 FR". 17. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite/isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G1, hot mopped in place. Membrane: — One layer "Ruberoid Mop 170 FR" 18. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite/isocyanurate composite. Base Sheet (Optional): — One or more layers Type G-2 or G-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G-1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth". i Membrane: — One layer "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, isocyanurate, urethane or perlite/isocyanurate composite, any thickness. Base Sheet: — One or more plies Type G 1 or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1-1/2 gal/sq. Membrane: — One layer "Ruberoid Mop 170 FR", hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1-1/2 gal/sq. 20. Deleted. 21. Deck: C-15/32 Incline: 1/2 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TG... 10/22/04 Miami Shores Village Budding Department BUILDING PERMIT APPLICATION FBC 2001 10050 N.E.2nd Avenue, Miami Shores, -Florida 33138 Tel: (30r5) 795-2204:Faz (3J65 156.8972 yye .� 1 Y a, �' 0 5 cnn5 t. i Permit No. zQ-=11�`a`ster Permit,No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address 9-6D. PE City 1,14, 114172e, State `Tenant/Lessee Name y,. -� �t_Phone # Zip .3(39 Phone # Job Address (where the work is being done) 3 b V /0 City Miami Shores Village County Miami -Dade Zip, , 3 S/ -3Q is Building Historically Designated YES Contractor's Company Name NO Y/ Phone # Contractor's Address Q3 0 / ,O/' l (La/ ,OJ 3057ST'-016/ 2 City fri�,1444t 4 /<f �' State Zip L17 Qualifier 161 State Certificate or Registration No. Certificate of Competency NoOCo ifS —4 Architect/Engineer's Name (if applicable) AilAg. 6(.t Phone # 1)(' $ Value of Work For this Piermtt` Square Footage Of Work: Type of Work: Describe Work: J'Addition ❑Alteration ENew [� �Repair/Replace ❑ D m lition ****** it** Submittal Fee $ � i * F _ * � e * f* .iJ * ********************* CCF $ CO/CC Notary $ Scanning $ ob �. Radon $ Code Enforcement $ Structural Plan Review. $ Training/Education Fee $ Zoning Technology Fee $ Bond $ Total Fee Now Due $ L f a L co 0- 1 (Continued on opposite side) whose property is sub for the first in ection which inspection will not be app Bonding Company's Name (if applicable) Bonding Company's Address r • • City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 'O 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 ect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site rs seven (7) days after the building permit is issued. In the absence of such posted notice, the d a reinspection fee will be charged. Signature Signatur Owner or Agent__Contractor The foregoing i .trument was acknowledged before me this .2 The fo oing instrument was acknowledged before me this 2 day o ' 2/% 20 ciic; by V• J 0 day of a who is zsonally known to me or who has produced ' As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: el., 20 01 by NOTARY PkJBLIC: who is personally known to me or who has produced Sign: 4, -c. 4 2 ,---,.. 0-7dra D. hart Sign: �ute2 c/j t rr, Print: A DfA t • fiQi '.. '` ` 7r,FriJtL2�iiOrO52 Print: S Al)(i/ -f,s,ai, affjDD 01487 MyCommission Expires: a 3 }`� 3� p Vic' ; i Air 1 ,2005 xP �,J.,r,/ ti•' i>t.._ :: t�.�', Co Ia. My Commission Expires: - : f:.« , i c 1.52ru . *,411.11.A- ittliriie B: ;fig Co., Ito. ************************************************************************************************************ k 4 } I , t ********************************************************* ,ifs ********************************************* APPLICATION APPROVED BY: Cho 05/13/03 V--if 105 Plans Examiner Engineer Zoning y I VIsLoCIT'S: eURR/CAlli ZO4i74:4 Jth,VaRILD QWW1Mi4 NOTIrZCATICai ?ok1FICOWSZDuawrIa 415,4.2 A 4Cpercain co chi s- it ia the r(eaponibility. colt co pro-veLe rtle owne rc:,c,tin9 pexmit, Owner the content of this li:ecta.or, Th px,nvit4ion oT Chapter '15 Cc7)ci, gov,trn c:11 minimum 1:4.,,Lio.irF,man and .at:and. c)f chc-, indllatry for roofing F.,.-y-4M ir,eacalIZ-Acions, Additiona.21v, followino itam a3 Q-atC OZ che bc-4cwn c.:,wfle.):- and cht chcraccor The in desinaced space indicacas that the item nas 1.)en • :ti.astbatica-w)arkuiaaship; The wrkmannhip pcovaion of c 144Ecelr,A5 Velocivy Hurricane Zr) are tQr the purpose of providin ttic ac the roofin,D syacam n144c wilad .--asiecanet.and water 1,1:1-.4ion ipxfor-ma.zo.a lappe-4.tran6i0 44:Q xic:Va corlidraktion r,,::ap-4cc. co wQr-klinian5hip prcvision t;Ich as color or arcfitectural nppsarance, that are not 1.1r7- 01' 2,041ing cod, th.ould bt addreeried part ot rile agi-emenv Lel;wei-n- che owner nc K.-ht cr.tracto, WQQa Lhack4; rrinc,,.n replacing rooting, cni,-t wx1r.inQ wood root deck may nave to brene4led i.;1 accordance with che our-aht provaiona ot c.haz,a-F_16 011 Valoclty Hurricane Zones) of rh. (T4a coot deck ueually oohctaio.td prior t.o 1,:amoving exi$t2n9 Lcocjf eiyatem). Q41.14popla Ropfai Common rQoffi are tho5e which have no vi$thle delirleation between nei9hborin9. ,1:nite (i.e., townhouees, condominiume, In buildin9 with common mote, the roofin2 concract;or and/or e owner should notify the occupants of adjacent bportormd. wlite Of rc,ofin9 work tO 4, . :),cipogitud tlailip.#1 Exposed, open baam ceilings 4u::::;, wrlre. the undaraida oi the coot decking can be, viewed from below. 111. ‹vair m4y w,eh to maintain the architacLuxal appearance; theatore, roofih9 nail penetrations; at ..ti- underQida of the deoking may not ba acceptable. 4)j me provides the option. of maintaining.thls appearence. pQ4dili Water; The current root syeem and'or deck ot cite bui_laing may floc drain wt11 and may caua w-ac.i: t:AD pond (accumulatG) in low- lyin9 are5a of the roof, Pohding can t)( a.n indi(-,ation QZ EcruccuraT di$treda and may require die ct.,.viiw ot a protessional tiLrucLural tliginr. Polldin may FihorcGd che lit a)pct,aricy and pezta-r.-ifidnoc-: car nGw rodiin9 Qyacao, Ponding coridicionki may not be evident until. corrected. the original roofIrag e\,eni lO removed. Ponding conoit,onz 6, ovilrtlow acuppuro (uva.11 outlers)r It is r,.eq-LIAred. t:Irat rain p4rimec.elved,ae weale or ocher roof exteneioni: may block tb' flow off eo chat. t:he 4f0f, ..i. aot overloaded from a buildup COJA, it OVerrlOW eouppere (wall ouclete) ere not provided. IC r ital necetlaary no inecall overflow r.;,cupper ifl accordzalce wit recilliZMcsnL 7. Vi ii of; •;„:.- 0 MO4L root structures ehonIO nave eome bi.l.i,t 0 '°i . naz1 1 airti w through the interior of the structural assembly (che bl.1dih icii /s). The )%7itatn,.. amount of attic vantilatlon shall AOL . 441 r*4 1.?e ch.lo d c may 4* bebeficial co conaider additional Vating whiOh 1 exendi.p5 the eeryice lo zhe root, ,94CDoei . Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Contractor's Name it, Process No. Job Address G-50 i i E 10 I 5 , X i✓ Cr..-i ROOF CATEGORY iJ Low Slop e ❑Mechanically Fastened Tile al ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Shingles Cl Prescriptive BUR-RAS 150 I Re -Roofing ROOF TYPE Mortar/Adhesive Set Tile Wood Shingles/Shakes Are there Gas Vent Stacks? Yes ❑ No Type: Natural ❑ LPGX ❑ ❑ Recovering 0 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area`(SF) Steep Sloped Roof Area (SF) Total (SF) 1 Section B (Roof PIani 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. RoI T f - J =1= _J: = 123_01-48 5/03 PAGE 2 67 5 i Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as `NA") System Manufacture NOANo.: 03Ocof r 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - s2- Pmax2: I r-3 Pmax3: (3 i • Max. Design PressyreeFrom the Specific NOA System: ��PP Deck: Type: tAs—D^C' Gauge/Thickness: 3/'f Slope: `(t r ,4140-to 57T rI IeIVT Anchor/Base S t & No. of Ply(s): Anchor/Base Sheet Fasten r/ nrlding Material: ji=12prim'w Insulation Base Layer: Base Insulation Size and Thickness:! VA)/ Base Insulation Faste0Bong Malarial: Top Insulation Layer: 11 Top Insulation Size and - ess: 4.)? Fastener Spacing for Anchor/Base Sheet Attachment eA-t i v44'il61J d N Sheet Field: /sZ ' oc @ Lap, # Rows /1-." oc i Perimeter: I ` oc t S.ap'# Rows 3 c ' oc Comer. 0 ' oi© Lap, # Rows If © ' oc J Number of Fasteners Per Insulation Board Field Perimeter ____Corner ___ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Sf., cs- "--------�___s� 6 jt1,:kto t6 //11) �c v'%["* ,mac �% •f,�cw-i !!o `\ 7a'ly Top Insulation sttener/Bonding Ma • 1. ✓f ��'�'� J ��'' X'/� 1 1► Ro FT. TLG Kie141-1-1 Base Sheet(s) & No' of 1 per�/,/r/oo-id v£ivr'— P(s)• % 7`.4elo/ScAla/ y• � i��T,4v �____--- � /°z�stf Base Sheet astener/Bonding Material: OP S Lot-1 }a Ply Sheets).& No. of Ply(s): 2 'Floc city 6 Ply Sheet FastgrerBo ing (_a-f 4t. Top Ply: Viii‘tiOt i1 (qt./ c1 Top Plyltener/ B n in a�enal;� Surfacing: (/44-AiL'/ Parapet Height f/ff cRNT' Mean Roof Height 123_01-48 5/03 PAGE 3 / en) (0) )( 9.2 / J 2J-- (04" -0- ' 60 IC. 73; z(3,ko 91sec ( ,/ 87.3 y 7‘r 5:4 ---- J7 fr t(3 it.(1 3 0 ? It 1 '&,-1 7y, M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF MaterieCorporat on 1361 A1ps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF•Ruberoid® Modified Bitumen Roof Systenifor Wood'D`ecks. 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 renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed;by }*rank Zuloaga, RRC. NOA No: 03-050L02 Expiration Date 11/06/08. Approval Date` 10/23/03: Page 1 of 32 APPROVED ASSEMBLIES Membrane Type: Deck Type 1I: Deck Description: System Type A (1): SBS Wood, Insulated 19/32" or greater plywood or wood plank 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/ft2 ACFoam-I, ENRGY 2, GAFTEMP® Isotherm R,ENRGY 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, ISORoc, BMCA EnergyGuard, BMCA EnergyGuard Composite, EnergyGard ISO, EnergyGuard RA Composite, EnergyGuard RA Minimum 1"'duck N/A N/A Wood Fiber, GAFTEMP® Fiberboard, BCMA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP Recover Board Minimum'" thick N/A N/A Paroc, Perlite, GAFTEMP® Permalite Minimum 3/d' thick N/A Fiberglas Minimum'S/16" thick N/A 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 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: Fastening Options: GAFGL_AS #80UltimaTM Base Sheet, STRATAVENT® Eliminator. Perforated INailable Base Sheet'RUBEROID Modified Base Sheet, RUBEROID® 20, `RUBEROID SBS Heat-We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, 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 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 sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 9 of 32 GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet o�,any_of,above-Anchor sheets'attached-to deck with Drill-Tec,(GAFTITE) #12.or,#14"Screws and.3"-Plates, 12"o.c. in rows —One row iiin the-2""side lap7-The-other rows are equally spaced. approximately 9" o.c. in the field of the shee (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-Tec (GAFTITE) 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-Tec (GAFTITE) #12 or #14 Screws and 3" 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 Sh eet:, (Optional) Install one ply f GAFGLAS® #75, GAFGLAS #80 ULTIMATM Base ' Sheet, GAF,GLAS®.PLY.4®,.GAFGLAS,FIex P1yTM 6, GAFGLAS STR, ATAVENT Eliminator Perforated (laid dry)1RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smmooth or RUBEROID SBS Heat -Weld 25 directly over the top layer off insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 207401bs./sq (see General Limitation #4). Ply Sheet: (Optional) One_or, more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6 she`at";' GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered'in as full1 mopping of approved asphalt applied_within the EVTrange and at a rate of 20-4017 1bsJ147 tMembrane i, cOne'or more plies.of RUBEROID® 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid®'Mop � 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD®, or RUBEROID Dual FR fully adhered•in'an'approved'asphalt_at_ari application ,rate of 25-1bJscr±:15% 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 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15%. 3. GAF Weathercote® MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening above. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 10 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply Tn-c 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 14" Dens Deck or 2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.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 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32 of 32 TGFU.R1306 - Roofing Systems Page 1 of 55 Underwriters Laboratories Inc., Page Bottom Guide Information 4kGAFµMATERIALS:CORD 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Roofing Systems R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR A ME/showpage.html?name=TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 7 of 55 1. Deck: C-15/32 Class C Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal/sq or "Weather Coat Emulsion" at 3 gal/sq. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, 'urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. -Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal/sq. 3. Deck: C-15/32 Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: — "Weather Coat Emulsion" at 3 gal/sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: — "Weathercote Low VOC" or "Weathercote" - 2 gal/sq. SINGLE=PLYLMEMBRANE:ROOFING:SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. http://database.ul.com/cgi-hin/XYV/template/LISEXT/ 1 FRAME/showpage.html?name=TG... 10/22/04 TGFU.R1306 - Roofing Systems - Page 9 of 55 Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel at 400 lbs/sq, ibose laid or concrete blocks, at 10 lbs/sq and spaced not more than 1/8 in. 3. Deck: NC Incline: 3 Insulation (Optional): — Perlite, glass fiber or wood fiber, 3/4 to 1-1/2 in. Base Sheet (Optional): — Type 15 asphalt organic felt or Type G2. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel. 4. Deck: C-15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1-1/2 in. diam river bottom stone at 1000 lb/sq or concrete pavers weighing not less than 10 lb/sq ft and spaced not more than 1/8 in. 6. Deck: NC Insulation: Membrane: Surfacing: — 7. Deck: C-15/32 Slip Sheet: — Membrane: Surfacing: — 8. Deck: C-15/32 Base Sheet: fastened. Membrane: Surfacing: — Incline: 3 — a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. — "EverGuard SR" or "EverGuard FB", 40-100 mil (TPA), laid loosely. River bottom stone (3/4 - 1-1/2 in. diam) at 1000 lb/sq or concrete roof pavers. • Incline: 1/2 One or more layers Atlas Roofing "FR50", mechanically fastened. — "EverGuard TPO2 Plus" , 45 mil. River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs/sq or concrete roof pavers. Incline: 1/2 — Two or more layers Type G2, "GAFGLAS Basesheet #75", mechanically — "EverGuard TPO2 Plus", 45 mil. River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs/sq or concrete roof pavers. Class A - Fully Adhered http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 11 of 55 Base Sheet (Optional): - One'or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule". Surfacing: — Gravel. 7. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite. Base Sheet: — Two or more layers Type G2 or G3. Ply Sheet (Optional): — One or more layers Type G1. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule". Surfacing: — Karnak No. 97, 1-1/2 - 3 gal/sq or'gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, 1-1/2 in. min. Base Sheet (Optional): — One or more layers Type Gl, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1-2 gal/sq. 9. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, phenolic, 1-1/2 in. min. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal/sq or "GAF Weather Coat Emulsion" at 3 gal/sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck:. C-15/32 .J Incline: 1/2 http://database.ul.com/cgi-bin/XYV/template/I.ISEXT/1 FRAME/showpage.html?name=TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 12 of 55 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite/isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G 1, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR". 16. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite/isocyanurate composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G-2 or G-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G-1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth". Membrane: — One layer "Ruberoid Mop 170 FR". 17. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite/isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G1, hot mopped in place. Membrane: — One layer "Ruberoid Mop 170 FR" 18. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite/isocyanurate composite. Base Sheet (Optional): —,One or more layers Type G-2 or G-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G-1, hot mopped in place. Membrane: — One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth". Membrane: — One layer "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, isocyanurate, urethane or perlite/isocyanurate composite, any thickness. Base Sheet: — One or more plies Type G1 or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1-1/2 gal/sq. Membrane: — One layer "Ruberoid Mop 170 FR", hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1-1/2 gal/sq. 20. Deleted. 21. Deck: C-15/32 Incline: 1/2 http://database.ul .com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TG... 10/22/04 GEOTECHNICAL ENVIRONMkNTAL HYOROGEOLOGY ASBESTOS akif DYNATECH ENGINEERING CORP. Miami, March 31, 2005 Mr. Jim Obenour OBENOUR ROOFING SHEET METAL & SUPPLY, CO. 9301 NE 6`I' Avenue, #A101 Miami Shores, FL 33138 Re: Existing Residence @ 550 NE 101' Street Miami, FL Dear Mr. Obenour: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING In accordance with your authorization, DYNATECH ENGINEERING CORP., has performed a Roof Moisture Survey in compliance with TAS-126 and the Florida Building Code on March 30, 2005 at the above referenced project. The purpose of our inspection was to determine the moisture content of the existing roof. This is not a roof top inspection, this is a roof moisture survey only. The subject building consists of a (1) story CBS structure with a built up roof system over recovery board over a wood deck. On March 30, 2005 our field engineer visited the site and conducted a nuclear moisture survey. In addition 3 core samples were secured to verify the oven dried moisture content. All tests were performed according to the Florida Building Code and the Roof consultants Institute Standard Practice for the Detection and location of Latent Moisture in Building Roofing System by Nuclear Radioisotopic Thermalization using a Troxler model 3416. 750 West 84 Street, Hialeah, FL 33014-3618 • Phone (305) 828-7499 • Fax (305) 828-9598 Page No. 2 550 NE 101s` Street, Miami, FL The following is a summary of the core test results: OVEN DRIED GRAVIMETRIC ANALYSIS DECK TYPE % MOISTURE CC-1 CC-2 CC-3 Core No.: A-1 C-3 C-5 Built up roof system 0.8 1.1 1.9 ;Recovery Board 0.3 0.5 0.7 Nuclear Reading 16 28 40 Nuclear test results are presented graphically thru a histogram in the appendix. Pursuant to the Florida Building Code Section; the moisture content of the existing roof system shall not exceed 5% by weight in the roof membrane and 8% by weight in the insulation system. The moisture content of the existing roof deck was found in compliance with the Florida Building Code and TAS-126 at the time of our inspection. Page No. 3 550 NE 101st Street, Miami, FL The test results presented here, reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements and roof top traffic. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, Wis m Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector no. 757 WN/sk DATE CLIENT PROJECT ADDRESS DYNATECH ENGINEERING CORP. MOISTURE GRAVIMETRIC ANALYSIS 750 W. 84th Street, Hialeah, FL 33014 : March 30, 2005 : Obenour Roofing Sheet Metal & Supply, Co. : Existing Residence @ : 550 NE 101s` Street, Miami Shores, FL. TEST NO. & DESCRIPTION Moisture % CC#1: ' Built up roof system 0.8 Recovery board 0.3 CC#2: Built up roof system 1.1 Recovery board 0.5 CC#3: Built up roof system 1.9 Recovery board 0.7 x 2 3 4 5 16 ►g IS Is 2.4 21 2•I 23 23 23 20 23 L.J A 8 C LEGEND 0 CORE cuT NUCLEAR READING : 0-40 DRY Dynatech Engineering Corp. Client: OBENOUR ROOFING SHEET METAL ' SUPPLY C.O., Scale: N.T.S.v Project: 550 NE tottr STR6,E-r MIAMt SH00.E5, FLOAIDA Date: 3.30.05 05-04-2005 13:50 PRODUCER odsuaeo FROM -FRANK H FURMAN INC FRANK H. FURMAN, INC.• FRANK H . FURMAN #.A0 914 2 5 P. 0. BOX 1927 1 POMPANO BEACH, FL 33061 OBENOUR ROOFING SHEET METAL & SUPPLY CO INC 9301 N E 6 AVENUE SUITE A101 MIAMI SHORES FL 33138 7-188 P.001/001 F-413 DATL (MMICWr ) - 05/04/05 THI • TIFICATE IS ISSUED AS A MATTER OF INFORMA170 !f ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE 954 942 5304 COMPANY A SCOTTSDALE INSURANCE CO BRIDGEFIELD EMPLOYERS INS CO COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE 1 f�URrO NAMED ABOVE FOR THE POIJCY PERIOD INDICATED, NOTANTHSTANDINR ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR ?flIER DOCUMENT WrTH RESPECT TO WHICH THIS CERTIFICATE MAY Be ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY TFPOOL Ea EXCLUSIONS AND CONDMONS OF SUCH POUCIES. UMIT'S SHOWN MAY HAVE SEENtfz REDUCED EIYf5 SCPAID CLAIMS,RI3EO HEREIN IS SUBJECT TO ALL 'THE TERMS. LTA TYPE OF wsURANCf POLY NUMBER fff �PONCY EPF'ECTNe 'POLI CY EXPIRATION DATE (MM/DOVYYI DATE IMWDp/yy) • GENERAL UAfl RY X1COMMERCIAL GENERAL LIABILITY 1..1 CLAIMS MADE ill OCCUR I 'OWNER'S i CONTRACTOR'S PROT 1AUTOMG1RLZ UAYLLLtY ANY AUTO ALL OWNED AUTOe SOHEDULER AUTOS HIRED AUrOs NON -OWNED ALTOS GARAGE LIABILITY ANY AUTO BCS008179 06/01/04 06/01/05 GENERAL AUC,RECIATE s 500,000 PRODUCTS - COMP/OPADD $ 500,000 PER30NAL E ADv INJURY 5 500,000 EACH OCCURRENCE $ 500, 0 0 0 PINE DAMAGE (Any One ore) S 10 0 , 0 0 0 MED EXP (Any ono Doman) s EXCLUDED COMBINED SINGLE L:MT BODILY INJURY (Pn pawn) BODILY INJURY (Por occidMp) PROPERTY DAMAGE S EXCESS LIABILITY UMBRELLA FORM 'OTHER T)IAN UMlREL A FORM W ORID!R$ COMPENSAnQN AND 83024364 EMPLoyERsw LIABILITY THE PROPRIETOR! PARINERSlEXECUTIYE OFFICERS ARE. OTHER INCL EXCL O S IuPnoN OF OPERATICNsnoCAnc*SNEHICLES/SPECIAL ITEMS MIAMI SHORES VILLAGE ATT: BUILDING & ZONING DEPT 10050 N E 2 AVENUE MIAMI SHORES FL 33153 1/01/06 A4R0 ONLY - EA AccIDENT $ jZT IER THAN AWrC CM.Y; EACH AGCIOENr 3 AGS,REGATE € EACH OCCURRENCE S AGGREGATE X1 TwORYUMRSe lUi I ER El. EACH ACCIDENT El. DISE:ASE.POUCY LIMrr 500 000 EL DIsEAss.EA EMPLOYEEs 1 0 0/ 00 $ $ s 100,000 SHOULD ANY OF THE ABOVE DEScRBFD POLICIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, Trim ISSWNG OOYPANY WILL. ENDEAVOR TO BAIL 10 DAYS WRITTEN Nonce To THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL UCH NOTICE &HALL IMPOSE NO OfILIGATION OR LIABILITY OF ANY IND UPON COMPANY ITS AGENTS • REPNESENTATNES. AUThoRDIED OP A i'� ,