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915 NE 91 Terr (7)c•1•V•1• E•N•G•I•N•E•E•R Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 November 16, 2004 Porto & Garcia Roofing 8433 West Okeechobee Road Miami, Florida TILE UPLIFT TEST Residential Home 915 Northeast 91 Terrace Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: November 12, 2004 Roofing Contractor: Porto & Garcia Roofing LG Engineering Services, Inc. Project Number: LG04 - 2929 (Testing Laboratory Certificate #00- 0224.07) In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. amad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 915 Northeast 91 Terrace Miami, Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 915 Northeast 91 Terrace Miami, Florida Project Number: LG04 -2929 LG Engineering Services, Inc. — Tile Uplift .Test Result -- Project Number: LG04 -2929, Page 1 Test Number Test Load (lbf) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. — Tile Uplift Test Result — Project Number: LG04 -2929, Page 2 Test Number Test Load ((bf) Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. — Tile Uplift Test Result — Project Number: LG04 -2929, Page 3 Test Number Test Load (lbf) Test Status Pass 85 35 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. — Tile Uplift Test Result — Project Number: LG04 -2929, Page 4 102' + + + + + 48' APPI;OX, POOF 715f LOCA110N5 ANI717IMgN510N5 + + + + To: City of Miami Shores I Roberto Rodriguez would like to cancel the roofing application of the property of 915 N.E 91 terr, and that Porto & Garcia roofing take over as the roofing contractor. If you have any questions please call me at 305 -305 -3870 Thank you, Roberto Rodriguez R & R ROOFING 10000 SW 53 ST. MIAMI FL. 33165 305- 305 -3870 Miami Shores Village Building Department Owner's Name (Fee Simple Titleholder) Vt,j c - . Zak To M Phone # Owner's Address 4 t E °i 1 're f. City X H a rt. eS State L Zip '33 Tenant/Lessee Name Phone # Job Address (of where the work is being done) 91 ! ( - rF n ' City fr .. w� C tf(.,iF S County >96.D ' Zip Legal Description Contractor's Company Name Ari" D c i QA20!rt 7(91Pi Phone # 33T ' n La —7 DO ) Contractor's Address 6c/ M arw:‘ \ .mss 141. • F la) 5 City t 0, .,;,. \-- 0Ac -t.-, State T.- \ . Zip - RO 0 ( y Qualifier .__.'0 ---- /V n Describe Work: a._ I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to c ' plete the contract. I hold the Building Official and the Village of Miami Shores har ii :from a4 gal involvement. r or Agent The foregoing instrument was acknowledged before me this this /! e °4 , 20 0�, by day of a J / 22 E -) �"�— who is personally known to me or who has produced As identification and who did take an oath. NOTARY P LIC: Sign: Print: A 16,4 {-E 6C.ev 'be.. My Commission Expires: ,,r Alex Fernandez E Rev. 09/19/03) Change of Contractor Permit No. Sign: cot Signature Contractor The to er going•instrument was acknowledged before me day of Oc7- , 20 0 by SOSZ T_e - who is personally known to me or who has produced as identification and who did take an oath. NOT •/ 1 Print: /� (�>C �E/Z��o� z z— My Commission expires: N Alex Fernandez • My commission D0287833 . " . ; Expires March 30, 2008 .41 d� Commission D0287833 ti xpires March 30, 2008 NOTICE OF COMMENCtMtn A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION DD 76 TAX FOUO NO.LL -3aow o'a •� —___ PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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 streeVaddress: ivl n.,n 2. Description of improvement:- 3.Owner(s) name and address: Interest in property: 5 Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6 Lender's name and address: CFhI 2004R0905129 OR Bk 22734 Ps 0694; tips) RECORDED 10/1512004 09:06 :25 HARVE, CLERK OF MIAMIYDADEICOUNTY/ FLORIDART LAST PAGE STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY Mat tttt; t chi t apy of the original fkrd . s, ,f 1 s c �j 0 `, of :HAM ; n �o c _ P. A: .. d as Vi e , �. � nW , • „ . By . �Y D.V. `.- c 7. Persons within the state of Florida designated by Owner upon' provided by Section 713.13(1)(47., Florida Statutes, Name and address: A 1 8. In addition to himself, Owners designates the following p erson(s) to receive a copy of the Lienor's Notice as provide in Section 713.13(1)(b), Florida Statutes. Name and address: fh g. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless different date is specified) e.., • Signature of Owner Print Owner's Name - Sworn to and subscribed before me this 14 Notary Public Print Notary's Name My commission expires: r To day of 4.. ., Expires June 23, 2007 e-r , 2 OQ Prepared by o Address: --'� Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -1290 Printed: 10 /14/2004 Applicant: RENEE ROBEISON Owner: ROBEISON RENEE JOB ADDRESS: 915 NE 91 TERR Building Permit Contractor PORTO & GARCIA ROOFING Contractor's Address: 3550 N. W. 52 St. Local Phone: 305 - 820 -7009 Parcel # 1132060030070 Legal Description: PL OF BISCAYNE RIDGE PB 39-41 W51 FT LOT 9 LESS N7FT E29FT OF LOT 10 Fees: Description Amount FEE2004 -10047 Building Fee $350.00 FEE2004 -10048 CCF $10.80 FEE2004 -10049 CO /CC $50.00 FEE2004 -10050 Training and Education Fee $3.60 FEE2004 -10051 Technology Fee $8.75 FEE2004 -10052 Scanning Fee $15.00 Total Fees: $438.15 Permit Status: APPROVED Permit Expiration: 3/27/2005 Construction Value: $18,000.00 Work: REMOVE TILE ROOF AND REPLACE REMOVE FLAT ROOF A REPLACE Signed: (INSPECTOR) Signed: (Contractor or Builder) BY: Page 1 of 1 Total Fees: $438.1 Total Receipts: $ 0 5751S .IS , C, k OCT 1 5 BED 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. • • i � ' .. APPENDIX • «F" -. REQUIRED OWNERS NOTIFICATION FOR ROQFING CONSIDERATIONS As it pertains to this Appendix •'F', it -is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all 'the minimum requirements and standards of the indus- try .for roofing system installations.. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- • ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. �2. Renaiiing Wood Decks: When replacing roofing, the existing wood rocf deck may, have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) '►T 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- . - houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. • 4. Exposed ceilings: Exposed, open beam ceilings are *here the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. Ponding Water: The current roof system and/or deck of the building ma) not drain well and may cause water to pond (accumulate) in low -lying arcas of the roof. Ponding can bean indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the Iife and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions . should be corrected. Nir 6. Overflow Scuppers (wall outlets): It is required that rainwater flow of so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may he necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be.reduced. It may be tter.eficial 0 consider venting which can result in c.ute;,4ing the service life for the rco`. VAr S. The owner rata, contact the Miami -Dade County gym: . further s on Consumer � =s D. .rtmcr:• for further info�._.i,,.: regarding . the above. Owners/ gears Signature 12201.12 PA e 2 7/99 • Date Sketch Roof Plan: Illustrate all levels and sections, roof drains. scuppers. overflow scuppers and overflow drains. include dimensions of sections and levels. dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): I Comer Size (a' x a'): F_ i - - D' - '.- 1_- 1 ._I -. Wit__ —r_1. I - } 1. _ _ -�_ .�_f- -- , - I . 1 _3 -;--„ ,• �- d_ .. �. -i +- ' !._ 1 1 i ' ? 1' . -' i -- - i- - - � . --t'ti T-4 , -- , � y- _ -- � / 1 ; .Li. ' 1i I i 1..1 ii • • a 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form lM1AM -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: 4 1 c R. 'Rcof‘rn I New Roof Low slope roof area (t.2) Section A (General information) Process No. 400 Job Address: Roof System information Section B (Roof Plan) Pane 2 1 915 NE 9 i ie..r � Roof Category 7 Low Slope r Mechanically Fastened Tile g/( 4ortar /Adhesive Set Tile " E Asphaltic Shingles r Metal PaneUShingies Wood Shingles /Shakes r Prescriptive BUR -RAS 150 I— Other. I Roof Type e- Roofing r Recovering r Repair Maintenance Are there Gas Vent Stacks located on the roof? r Yes " lAlo tf yes, what type? i Natural r LPGX Steep Sloped area (ft.) I 3 T OO Total (ft.') i 32 Page 1 of 1 '1 Florida Building Code Edition 2002 H'. h Velocily Hurricane Zone Uniform Parmil Application Form. FPI in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA') System Manufacturer c NOA No: Design Wind Prosrurea From RAS 128 or Calculations: Pmaz f S Z Pmax2 -2 7.3 Pmax3: ''' a i• y Max. Design Pressure, From the Specific NOA System;," Deck Type: GaugefTB tin •/{ i 2 Anchor/ease she 8 No. of Ply(s)• LA, Anchor /Base Sheet FasteneriDonding Materlat: Insulation Base Layer f 12 r r of t N Base insulation Size and Thickness: Base s t. tion Frkc enerl8ondino Material: Top insulation toyer Q Top Insulation Size and Thickness: Top tnsutuiop Fastener/Bonding Materiat Base Sheet(s) d No. of Piy(s): N1 p Base Sheet FastencrlBonding Matilda!_ 1't∎ Ply Shect(s) s No. of Pty(s): Pty S ee l �'�i nding Material: "at nT „ Top Pry :_ritrlCr46 — �.+++ Top pl S Surfkdng: � tr- ckr U Section C (Low Sloped Roof System) Fastener Spacing for Anchor/Base Sheet • - Attachment _ Field: I ` • p oc �, Lep. *Rows Perimoter: "oc Lap. d Rows k _k," oc Comer. " oc fp Lap, it Rows Co (0 ' oe Numbei of Fasteners Per Insulation Board Field Perimeter _ Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter. Edge Termination, Stripping. Flashing. Continuous Cleat. Cent 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 18. ' irt ►4Q G'C1, 1r150�0, �. 2; flies of f lySC Mirtero.sAice Ca ? 1 I re iProN 11 N 3YaeN ci c,. co if.! Parapet Height FT. /Q Mean Roof Height Roof System Manufacturer: Hai>r rtkir- 1: 1 e . Notice of Acceptance Number: Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: tojIS P2:'I -11? P3: Al , Z,F) Maximum Design Pressure D , �( (From the NOA Specific S,�stem):- D Method of tile attachment: • PO4octr■ t 90. Roof Slope: 3 : 12 I . Ridge Ventilation? ORONO Florida Building Code Edition 2002 High Velocity thxsielailli Zone Uniform Permit Application Form, Section D (Steep Sloped Roof System) Deck Type: L 5 ype Underlayment: p--- ---- -- Mean Roof Height: l nsulation: I P We Barrier: Steep Sloped Roof System Description So \b. Rsrm \ate A astener Type 1°. Spacing: fiV4 � � Sk hTt • LA (LS. rT,w dhesive Types" — "' col • • C01 ►Mel : f ype Cap Sheet: go (b. oof Covering: t1-61►tv1`.l Er► le Jo��e Yt Type S Size Drip Edge: e�ul. EJ 0 6w e 0r.:1;:i iiLie L'or;.?: iiratorm ., -'errnaApg,Theauet - , t'Lltrrt. ScIctinr a-- p SVS.L. I i I 1 ; I - Mei"- --" "Mottitmi B.Astil; ”1. kk 1.:sic.1)13: P. 8 kf -r.-45, ( ,, -12 9 c',43 Os _ ..-.4t45b , .",t, i_ _______„. .,.., , >A 6. . Se," • , V i 'Oa/ t :If a..it 1 • .....,..0. . ,-.,-. .. - lvig; _4 =---' Tv 7.:1..i I NOA K _ 24: --;7S3 *.kfz:3V- kl.j.j,,13 *rfe' A 7t1 ;:er r•At,"leglt " •" 7.1tf..7.rA!, rtt--15? e'r 2 Cr! the r^"acn 3t 1rL Ui 3it.ittes irt)ea 714 m 4s equai ilte.:14., for e.11,711 •,strika of Ilia. th. the IF aitt:4rforia:84 Kiel +44. shcrelot.ulik, Method 2 im ii3cd Ti:ti? Cat.. ulialiatta Pi4r 'Requital' Moment Rttistmoev c3 r4) from we - ergitpT NO.A. ! ! I I-- . - • Su-of Hetsht — 1 i Roof Z4opy. i II' ! .C5* A :r...I I 30' 1 i l Z - 1 z.. 74 -- • .1.:_= t .- 1 , ..tS: ,; . 1 .1 i -..._ 2 i .:. 1 3-.1 ' n.7, -• I ; i , i; I .; - * 1 . 20.4 ! .101 1 I 32.0 1 = t , • - i 3 i 40 .t f :2, i 7:12 -- 1 24A 3 ! c i lt ; ............ 1 i ; i 1 I I i rer uplift eased We 5vstems use .Method 3. Compared the vaturs. for 1 with the 1, InaT E, IT itt:e. Ir - c7,..17 - ::::: - . L'Ari: fsi. 11:.-e :az' -0.:5 T v= c::: 1 are2 et' the reel: :hen the We attache:tent method is atteptabie. i i 1 i : i ! i 1 1 tatr.St:Sigt.tvl 4-. • • 4 Where Er.; fillIci i , tY_sieta reszalat 4 P1 or EE o t IP; A RAS 127:44,7. i or bv .r•-.4 co-dreceatg azatyris pro:amyl Oy PE INAs.r_tirm Aci 1 i 1 i : = i 7 i I Meart Ruof Helot.; 1 14 1 tot, %ifr 1 1 I ; , • 1 ,....................,s, i i i . ..r 1 C.= tr. tar.P ' " ii.4. ......-j i 1 i 14.14t2tiCu ersucuv-si scs7au:A=, i e...7k1,7117c.r; M. kr.:4;1rp.r: 4AA:rriPw=1 'Mug be used In coati combo!: cries a 1ist of vouatent based tile Sy:05411S e4udorsecl isy the Itraware rThLilty TZ:.az.! A 3 U3.1ii Ba5etti k.., £ R.Ab . 127" I! !: = -.= »- = ) - W: • -. e: - F. :: ( 7 - r. i: II ______ = FeZ ............ 1? ; _ X i: . _ ''''' _ A w: -- • --W: 7. tO5 0: = F.,e: !44)A F. i 1 i isist.-a;r: i . .•q- 4..,2bau.m A itardtgl21= Ze'..*:=4 I 1."' I 1410A. i liELIWIVG wee F.e...isamr.e. ; F. I Calculated I A.• ... AI, 74, WellAi. !, Y.; 1 111.. nTAIA,r;rsAR ! Tr•rumt: t \Vest_ -!! Ettaljz. Ctilk -t • —4 0111.11016 COMCOMPLIANCa c>eaet t (sc CrA tR011I1C1'CORIUM DIMON M6IRODAI3$ FLAMER R1111DUFG tarw1sr *Lamm annum wH 103 MIAN1 MINK 11190.1563 t3 ) 3754901 PAX (305)3734903 NOTICE OF ACCEPTACE Mader Iiie, LLC 133 NWIVASheet BOBS Ras, PL 33431 satin. This NOA is being issued under the applicable rides Ond regehtion s governing the use of conattneaion maaatieb. The documentation submitted bes been reviewed by MismAtede County Product Control Division aid accepted by the Beard entitles and Appeals (BORA) to be need in Mated Dade Comity and odetr amts where allowed by the Authority Roles Miediotios (AHJ). This NM shall not be valid el er the a ipinnies date stated below. The l mei -Dodo County Product Control Divides (ht Miami Dade Cleanly) and/or t)ee:.RW (in areas other Wen Miami Diode County) reserve the rift to have Ibis peoduet or martial tweed for sped ty wee purposes,. If their product or seaeertal fib m paribrm in tine accepted anuncr, the manufactuetr will imam the aftpenn emit testing Mad the AM may inanediately meek, modify, aeraegttad the me of stack ptod.:t ar m siveial *Mao dmir jurisdiction. BORA neer vat the right t o revolt: thus accepaca, if it is daeara l 41 b y Miami -Dade Cy huditct Castro* DMA* that it s prodnet or atmcim1 Ma in meet the requirements of the apphc blc buddlieag code. This product is approved as described herein, Mad has been *signed te comply with the H Velocity Hurricane) Zane of the Florida &Ming Coda. Dori: vhf Rail, seaa>d Capri Concrete Rand lIe LAINELINCa Bab unit shall bear a permanent Mal with the maarafienmra?s name or logo, city, state and lbiiowing statement "Ntimni-Dade County Pradxt Ca1oi Approved'. wiles otherwise noted herein. RENEWAL of this NOA shalt be emeidacd altar a renewal application has been filed and we hes been np charge in the apptsaable building coda aeptivvly affectiag the perfonmaoe dale prodw L 1$AiA$ATION of ffi NOA will Manor attar the agitation** aiata ar ifthere has been a !stiffen at dense in the n d e r i z 1s, see, sod/or emmulbctme attic product or p r o m o . M eneo snide N O A as an a denoment cf at y product !brava. advertising er sal' Aber 'moms !bail aummaticafy terminate Ms NOA. Failure an amply w i t h m y m o t i o n o f this NOA drill be M d s e f a r uenoeaetioa Mond nunwai of 1 A. ADVERTIMIENZNT: The ? A somber preceded by the words Miemi-Dads County, Florida, and iW0wed by the Imitation rile may be displayed in aim** iitendure. ffaay portion efWe NOA is dirphxyed, then it shall be dame in its euttieety. IPSPIC ITON: A copy of thin entire NOA shall be provided to the MPS by the manufacturer et its moors and shell be available kr impaction at the job site at the requiem of the Building Official. This NDA amebae of pages 1 darougb 7. flee submaiped docuteaatation was reviewed by Fork Zutoegt, RRC NOA Nor: e2420A5 Eapast;oaThan 1snWWo7 Apprsvd Data 01102103 Page Y 617 • ROMPING ASSEMBLY APPROVAL Mellor Roofmg Sols -e segtry: Loa Profile Rooms Tilaa Mated* Omea:;st: I. SCOPE This renews a system using Monier Lifts le villa, Roll, and Capri comae Roof Tile. as maedarad Monett Ufa& LLC and deoaribed is Section 2 of this Notice of Amalgam. For locations niters the preemie requirements, as dined by applieabls Balding Code does not exceed the design pressure va ms obtained* eabolatfoas h oompllance with RAS 127 ming the value baled in section 4 herein. The attaoba.mt cslevletioos sheen be done as a moment based system. 2. !RODUCT DESCRIPTION klianstolluslitt Test Monier Lifetiile LLC I - I ee Villa die Retli w =13' tick Monier Liibtfc LLC Capri Tile Trim Pieces L ir Wa12V Si" thick 1— varies w a varies varying thickness 2.1 SU11M1?6D EVIDENCE: "wham Rallied 7leehoologies Rredland Tv:biologies Rolland Tt molo fvw The Creates for Applied Engineering, bo. The Center Art Appp1ied 8, bee. Ir 7161 -03 Appendix RI 7161-03 Appenidia II PO402 - 94 -068 Pvoa.ct iheillitm pA 112 Law profile, interlocking, high mom extruded comae roof ale equipped wittb yr e nail hole and doable roll nits. For dhect deck or teutesed inel-rio, manor or allusive set PA 112 Low poi1e, Etalodtiog, high Winded o enereta meta equipped with one nail hale and doable roll ribs. For direct deck a; harmed aa'l -en, mom or adhesive set none. PA 112 Amy trim, COMM zuof picas for use at hips, rakes, ridges and valley tallittitialit airanuhetured for eacb tfhe profile. lhaticyplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tama Tenting Dm. 1991 PA NM (u'6On) Withdrawal lbedsamoe Testing of Sept 1993 screw vs. smooth sheik n.1s Sc tati Uplift Testing Much, 1994 PA 101 (Aeitalus Set) :Retie Uplift Testing May 1994 PA 101 (Mortar Set) tt0A a2-1225.e15 Zeptrattem Data UMW Awing, Patti 01l02l00 Page 3 ed1 TAISAISIEL Redmad Technologies Redhead Toaheoioaiiri Profaesi and Service Industries, loo. The Center for Applied Engineering, Ina The Caster for Applied Inc. The Ceder fa Applied Enghreering,1 'h1 Caster for Applied Engineering, Inc. The Center for ARdied floginowiag, Cent& for Applied Engineering, Ina The Center for Applied Via, - Qintex Corporation Testing Services Welker Engineering, Inc. Walk Engineering, Inc. Wallow Engineering, tot. Walker Frighwerieg, Inc. Wallow Embittering, Inc. Walker Engineering Inc. Wanes Engineering, Inc. MalaffINIOL P0631 -01 Letter Dated Aug. 1, 1994 72447099 25- 7094-1 257094 -7 25 -70944 Project No. 307025 Test I06IDC -760 25- 7183 -1 24- 7183.2 25 -72142 25 -72146 4284542 -1 520109!„2 Colcubricine Evaluation Cale ma Dirdn lion Calculetions Evaluation Calculations Evaluat ou C alcolativas Evaluation Caleadations Evalutien Calculation INESSIffielltd Wind Teel Testing PA 108 Wader Set) WIWI Tumid Testing PA 108 (Nail-On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" 1leadlep, Naga, Direct Deck, Naive Goasanctlon)0 Static Uplift Ted PA 102 (4" Median, Nails„ Battens) Sonic Uplift Test PA 102 (4" Headhp, Nails, Direct Deck, Wind Drivel Rath PA 100 Stbatic Uplift Testing PA 102 (2 Quik love Screws, Direct Deck) Static UpEft Tenting PA 102 (2 Qau' ive Screws, 8arte es) Static Uplift Testing PA 102 (1 Qulo-ih*e Saw, Direct Died[) (1 Quilt-Drive Screw, Battens) Static Uplift Testing PA 101 Aerectpande 2S -7183 25 -7094 25 -7496 .25 -7584 25-78041)4 25 -780 & $ 2S- 78486 Aare dynernie hinhiplicsa Two Patty Adhesive Sett System Pak July 1994 Aug 1994 Sept. 1994 Oct 1994 Oct 1994 Oct 1994 Oct. 1994 Feb. 1995 Feb. 1995 Me eb,1995 Sep 1998 Dec. 1998 Minch 1999 Mitch 1995 Ferbreary 1996 April 1996 December t996 April 1999 April 1999 NOA Nee U- 1205.e >1Wtnatttwr Defn pI26IS7 Approval Daum $ Pap 3 et 7 Table 3: Restoring i1Aumss its due to Gravity - M. (f! -11d) proles Monier Ulnae VMb, Ro.and 11r1 Vita air Battens Dime innek r:4r sattans Muds Deck r:ir Monier Mae Vas and ROM 1Re r:ir' r':ir greater Haft* or Dned! Deck Min Deck Salons Direct Dear 5.57 6.30 5.48 6.15 5.37 6.05 5.24 5.90 5.09 5,73 Tabis 1: Avsrags Weight Dinionolorts (W) sod (11c w Tile Pronto Wei0M4V (WA LansW4 (A) Wiwdh -w ( Monier Mae Vas and ROM 1Re 9.1 1.33 1 .06 ddb Capri Tie 9.51 1.42 1.03 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For miter or adhesive set the apptiaatims, a trade Odd uplift teat doll be performed in eacatde ice with RAS 106. 3.3 Applicmt shall retain the services of a Menrd -Dade Cindy Certified t abm'atary to perform quarterly test is aeardrarce with TAS 112, appendix `A'. Seal tasting ill be sited to the Sadiail Code C *ilimee Office fir review. 3.4 Minimum uedaIayment *ail be in oomph: ce: with the applicable Roofing Appbc ttiioae Sande* dated section 4.1 besan. 3.3 3W90 but mopped applications my be clued perpendicular to the roof slope tmkss stated otherwise by the undedayraut msasial mmufsemers published literstearc. 3.6 This acceptance is for wood deck applioaeiont Mi*oi®mn deck requirement shell be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier I le Vale. Roll, and Cap1 Concrete Roof 'Tile sad its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data for Atincluntrit Caku kticns NO* N..: 02- 1215.05 S]plsatiaa Data ivioc07 Approval Dates *112101 Pao 4 Me 4: AltnIn1MINIB uCem4ainor F Type y� Direct to We 1513r • lacRgomM - IMF vv7Y/ .aa j ®I ._ F– Deck (Wm . 2-10terit S 1 1 -10d 9mooh or Scow Shank Nal 27.0 37.4 28.9 4.1 8.8 � 11.8 2-10d Smooth ar Stae*► Shenk Mils 164 21.0 -- 7.1 1 /9 Screvi 25.5 _ MI 22 _ a /8 SofSu7 47.1 47.1 49.1 _ 1 -10d Smoot or 9adw tttonit Neil Odd Clip) 24.3 24.3 24.2 r�..� 1 -10d Smooth ar Sow Stttet+it Nall LEA ) 19.0 19.0 22.1 2 -10d Smoolh or Smed►' Shank Neils (Field gyp) 35.5 31.9 35.5 3 31.9 32.2 2-10d Smooth or Sava Shank Nags (Save tom) — 2-10 Rites S hastk Nte� 43D 57.5 50.8 wtlt a V 63 ittrOup and ate located a min. of 2W from Mad of axe. Table 5: Mtaehmeld Resistance Expressed aS a Moment Mr (IWbf for IWe Adh iw Salt Tits Application Minimum ARtsetunsi t Resistance 28.1 Tits Profile Monier i.tet* tea, Rot and btesiae Capri Tie 2 3eo moms oontpo ant OPPIOVSIfor insiO4 mnufromortilL 3 Finns Products Compstry 71hUond Average gs t>rmpht pa pety 11.4 grans. Polvioont Produltl, ific. Avorocro 140111 DAr L8 Ottr&U Tail 8A Amt Resistanse Euless ild as a Mama • W. Wise NOA N..: 0242.85 lExplirolloo Dates I2Q11197 APProval Data OVUM Page s .17 Table .snt Res Mom Expostwd as a MourM - M,Ht-bI) • - for MAN Stet . : tents 3. LABELING MI tins stall bar the imprint Cr uestiflobic mailing of the maou name a logo, of following siatem -.t. "Idiani.Dode County Pomba Control Append" . 6. BUILDING PERMIT REQUIRU N S 61 App lb: brdldingponnit H bt; occumpanied by copies of the following: 6.1.1 This Notice of Aec. 6.1.2 My other documents rega ind by the Sniffing Offxid at applicable building code to cedar to properly costal: fire insodleion of this system. Pxtowas DRAWINGS MONtr=rt Lore ua Vaa.1► CONCI U Row T'tut IODA No.: 01- 120Sms Ettplraga* Da* 1211607 Aptrrb$d Data 011'0=(03 rlae el 7 Moan cwritua Rou Cdr ROOF TILE Maw= Lawns CAS! COt kkL1E Roof TILE END OF TES ACCEPTANCE PIOA Nta 02- 12OLDS Espiratisa Dtta:12116197 Approval Dian 111J63/03 !fie7et1 09/23/2003 10:34 954 - 578 - 1042 MIAM MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfn:tm Products, Inc. 2400 Spring- Stuebncr Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. POLYFOAM PROD INC MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE NIt:TRO -DADC FLAGLER t3U1LDING I40 WEST FLAGLLI. STREET. SUITE 1603 MIAMI. FLORIDA 33130 - 1563 (305) 375 - 2901 FAX (305) 375 - 2903 CONTRACTOR LICENSING Sl•:CPION (305) 375 -2527 VAX (305) 375 -2558 • CONTRACTOR ENFORC1:M1l:NT 0IVINIAN (305) 375 -2966 FAX (305) 375 -2908 PRODUCI' CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of Two Component Polyurcthcne Foam Adhesive under Chapter 8 of the Code of County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein.. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01 -0 521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE, COVERSUEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE St PRODUCT REVIEW COMMITTEE PAGE 01 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 \ 1s 04S000I\pc2000\1tomplateslnodce acceptance corer page,dot Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 09/23/2003 10:34 954 - 578 -1042 4 P ol. fonrn r oducts Inc. ROOFING ASSEMBLY APPROVAL :ttc a : Roofing Sob- Cntgnry: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® A111160 as manufactured by Polyfonm Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® A1-1 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Polypro® A1-1160 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 Se 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro All 160 roof tile adhesive. 2.2 Typical Physical Properties: Test ASTM D 1622 ASTM D 1621 PropertY Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM C 96 ASTM D 2126 POLYFOAM PROD INC ACCEPTANCE No.: 01- 0621.02 Approval Date: June 1,44 2001 Expiration Date: May 10, 2006 Results 1.6 lbs. /ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28. PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / inch +0.07% Volume Change ® -40 F.. 2 weeks +6.0% Volume Chance u Humidity, 2 weeks h'A(±. U 2 Frank Zulongn, R RC Product Control Examiner 09/23/2003 10:34 954 - 578 -1042 Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be uscd with flat, low, & high tile profiles. 3.3 Minimum underlaymcnts shall be in compliance with the Rooting Application Standard RAS 120, 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA and with section 10.4 as modified herein. F -W MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160, 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI -1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "13" component shall be maintained between 1.0 -1.15 (A) : 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration, No other settings shall be approved. 4.6 Polypro® A1I 160 shall be applied with roampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A1.1 160 shall not be exposed permanently to sunli 3 POLYFOAM PROD INC PAGE 03 Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic "file Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (rams) N/A Flat, Low, High Profiles 11 l 35 High Profile (2 Piece Barrel) #1 17 /side on cap and 34/2212 24 N/A N/A Flat, Low, High Profiles #2 Flat, Low, High Profiles #3 8 09/23/2003 10: 34 954 - 578 -1042 Polyfoam Products, Inc. 4 POLYFOAM PROD INC PAGE 04 ACCEPTANCE No.: 01-0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® A1-1160 placement and minimum patty weight shall be in accordance with thc 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® Al containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate thc installation of this system. Frank Zuloaga, RRC Product Control Examiner 09/23/2003 10:34 954-578-1042 .Polyfoarn Products, Inc. Nall through plastic cement Paddy (Beneath /Ile) hid& D. mop only Ke*p zollwohol appro. 4 tn. up hum wino:hoist Nall through plat& earner:I Undodaymonl Elva COMI 10 la. E 014 CLAM only Keep ataanire &pprot 4 In. up from inepholee POLYFOAM PROD INC PAGE 05 ACCEPTANCE No. : 01-0521.02 ADlIESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Bonnoth Thol Fascia Erv4 Clow. ) Nell Ihrough pleellc cement Underlayment 10 la, bye Churn Ewe come onty Keep Whelk, 3purot. 4 ln.up ken woophoNg ,„ Oplional 2:4 s for 11 PIRA enough Adhesive atlieve 1110 iletp phth apptltillont 'guano Inches conuci with the pan 1116 7) Twn Mem upside down, Pber aohnotun 111 n. To 1 In, from pallid') edge of tatter Ilia. Then kipull Ihn OIL UatUdereM Rimer portIon rite@ era count cower UN, Abui to wand ftrte of pan Nu, Enloe etre sad al can and einto glei on: hush iiiiIIii. Eno clomp / Weepholo Facie B prow 'haw) %%phi* Eno cloture Nip ado Frank Zuloaga, RRC Product Control Examiner Nei thmugli pUsUe come 09/23/2003 10:34 954 - 578 -1042 POLYFOAM PROD INC Potyfoarn Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Underiayment Paddy (Beneath T11e) Fasda Nail through plastie cement Underlaymenl Era Come 7 le f In. Eve Course Ea , CIO SUM Fascia Weephole Eve closure Drip edge 6 Nall Through plastic cement Underlayment Paddy (Beneath TOO Frank Zuloaga, RRC Product Control E=xaminer PAGE 06 09/23/2003 10:34 954-578-1042 Polvfonni Products, Inc. Nall through plastic cement -41n, I x 3in. Single paddy on under- laymen, Slngle paddy on top of the Single paddy undor the Paddy (between tllo) Paddy (undor tile) bye course 2 111. X 7 in. medium sizo paddy ova asela course only POLYFOAM PROD INC PAGE 07 ACCEPTANCE No. : 01-0521.02 ADIIES1vE PLACEMENT DETAIL 3 DOUBLE PATTY Noll through plastic cement 3 in. Single paddy on underpayment Single paddy on top of the EaveCourso Single paddy 'under the Single paddy between tIle Eave Closure 2 In. x 7 In. medium size paddy eave course only Fascia 7 Nail through plastic ce Single paddy undor tile Underlayment m111111111116 -/Pln. x 3 in Single 4 1n. paddy on under- lament Single paddy on top of Me Eave Course Single paddy between 2 in. x 7 Int medium size paddy Imo course only 1 rank Zulona, RI2C Product Control Examiner Fascia Weephole Eave closure Drip edge 09/23/2003 10:34 954 - 578 -1042 .I'olyfoant Products, Inc. ACCEPTANCE No. : 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years, 2. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically bc cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse. of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in Its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site al all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptancc. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 POLYFOAM PROD INC PAGE 08 Frank Zuloaga, RItC Product Control Examiner 06/15/01 FRI 13:33 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0404.01 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documents, including test - supporting data, engineering documcnts, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3, Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the. evaluation of this product and thc product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product, d. The enginccr who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession, 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acc :eptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5, Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory perfonnancc of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. Thc Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. Thc engineer need not reseal the copies. 8, Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner i 009 r MIAMIOADt: PROPUCT CONTROL, NOTICE OF ACCEPTANCE Tamko Roofing Products, Inc. 220 West Fourth Street Joplin ,MO 64804 Your application for Notice of Acceptance (NOA) of: Tamko BUR Roof System over Concrete Deck under Chapter 8 of the Codc of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. expense of such testing will be incurred by the manufacturer, ACCEPTANCE NO.: 01- 0509.05 EXPIRES: 05/23/2006 TH IS THE C e VE 0 ET E' ADD A APPROVED: 08/23/21101 SH Pre =tV151") AUG 3 1 2001 ONA P .F SPECIE[ CONDITIONS B C E • PRO R VIEW COMMITTEE MIAMI -DADE COUNTY. FLORIDA MCTRO•DADE FLAGLER DUILDING BUILDING CODE; COMPLIANCE OFFICE METRO -DADts I LAGLI3R 11UILIING 140 WI;$1' FLAGLER S'rRI ET. SUITC 1603 MIAMI, FLORIDA 33130 -1%3 (305) 375 -2901 FAX (3U5) 375.2905 CONTICAC.rolt LICt:NSIN(;,SECT1UN (305)375-2527 FAX (3U5) 375 CONTRACTOR ENFORCENIF.NY nIVIS10N (305) 375 -2966 FAX (305) 31S-290s PRODUCT CONTROI DIVISION (305) 375 -2902 FAX (305) 372 -6339 / Raul Rodriguez Chief Product Control Division This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dadc County, Florida under the conditions set forth above. D CF F A Francisco J. Quintana. R.A. Director M iami -Dade County Building Codc Compliance Cam llsatS00011pc20001ttemplateslnouce acceptance cover pagcdot Internet mail ' dl aiZEI8 'QN.tera@buildingcodeonline.com tee Itomcn ace : ht4NV11NNOSindinlWdtiE:1lnt+00Z '6l' i TAMKO ROOFING PRODUCTS, INC. ROOFING ASSEMBLY APPROVAL. Catceoryi Sub- Catceorv; Dccl;1ync: Maximum Design Pressure f ily; Classijf„jation: Product Awaplan 170 FR Awaplan Premium FRm Awaflcx FR Roll weight: 101 lbs.; 33' 11" x 39 Roofing Quilt -up Roofing TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Awaplan 170m Roll weight: 98 lbs.; 33' 1 1" x 39 3 4" Awaplan Heat Roll weight: 96 lbs.; WcldingTM 25' 5" x 39 3 /8" Awaplan PrcmiurnTM Roll weight: 101 lbs.; 33' 11" x 39'/," Awaflex Concrete -232 psf Sce General Limitation #1 Test Dimensions Spesifeation Roll weight: 98 lbs.; ASTM D 6164 33' 11 "x39%" Typel ASTM D 6164 Typc 1 ASTM D 6164 Type 11 ASTM D 6164 Type 11 ASTM D 6164 Typc 11 Roll weight: 76 Ibs; ASTM D 5147 33' x 39 -318" Roll weight: 76 Ibs; ASTM D 5147 33' x 39 - 3/8" Page 2 Product Description A 180 g /m polyester reinforced SOS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/nr polyester reinforced SOS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 WO polyester reinforced SJ3S modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 On' polyester reinforced SOS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SOS modified cap sheet constructed with a 155gm /m' non- woven polyester mat saturated with asphalt, coated on both sides with SOS rubber modified asphalt and surfaced with ceramic granules for UV protection. SI3S FR tttodified cap sheet constructed with a t 55gm /m non- woven polyester mat saturated with asphalt, coated on both sides with SOS rubber modified asphalt. FR treated, and surfaced with ceramic granules for UV protect Acceptance No:01- 0509.05 Approval Date: &gust 234001 Expiration Date: August 23, 2006 Frank Zuloaga, RRC ZE18'(41 Roofing QNV1INNfSurol WMME:l Irti00Z 61' god TAMKO ROOFING PRODUCTS, INC. Acceptance No:01- 0509.05 Product Awaplan Versa- Smooth Awaplan Versa -Flex Base -N -1'W Glass -Basem Tam -CapTM Dimensions Roll weight: 100 lbs. 33' I t" x 39 Roll weight: 76 Ibs 33' II" x 39 -3/8" Roll weight: 72 lbs. 108' x 36" Roll weight: 72 lbs. 97.5' x 39 -3/8" Roll weight: 83 lbs.; 32' 11" x 39 -3/8" Tam -Glass PremiumTM Roll weight: 53 lbs,; 161' 9" x 39 -3/8" Tam -Ply !VT"' Roll weight: 44 lbs.; 161' 9" x 39 -3/8" Type 43 Base Sheet Roll weight: 85 lbs.; 72' x 36" Vapor - C "' Roll weight: 86 lbs.; 32' 11" x 39.3/8" Versa -Base FR' ' Versa- BaseTM Versa -Cap FRT"' Tam-Pro Fibcred Emulsion Tam -Pro Primer Tam -Pro FR Aluminum Coating Roll weight: 60 lbs.; 48' 2" x 39 -3/8" Roll weight: 94 lbs.; 48' 2" x 39 -3/8 "" Roll weight: 87 lbs.; 33' x'39.3/8" 5 gallon 5 gallon 5 gallons Test Specification ASTM D 6164 Type 1 ; ASTM D 6164 Type 11 ASTM D 4601 Type II ; ASTM D 4601 Type 11 ASTM D 3909 ASTM D 2178 Type VI ASTM ID 2178 Type IV ASTM D 2626 ASTM D 4897 Type!! ASTM D 5147 ASTM D 6163 Type I ASTM D 5147 ASTM D 1227, type I I ASTM D 41 ASTM D2824, type III Page 3 A 180 g/nr polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 g/m& nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Typc VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up rooting. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. I•Icavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing, Asphalt impregnated and coated glass Fiber base sheet for use in conventional and modified bitumen built -up roofing. . A fiberglass reinforced, mineral surfaced, 5135 modified bitumen top membrane. Protective coating. Asphalt based pruner Flame Product I)cscription loaga, RRC ZE18' °N RoofingONV1110f1SntrolliM :1 1 :r$00Z '6l'clod MIAMI SHORES VILLAGE ` k BUILDING DEPARTMENT i 305 -795 -2204 Buding d Inspection Request Date 1 i 6 1 pc Type Insp'n ` )4- I 2-90 Permit No. Approved Correction Re- Insp'n Fee Name OM Address q1 5 �- 6 1H ` r Company Phone # Inspection Date 1' 9 ; 4.0 0/xi_ ovei" 1 )0b (150 MIAMI SHORES VILLAW BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date `v 12 )0 Type Insp'n o 2 n Permit No. 8P ° LA -ago Name 12.0b r>3 o n Address q 1 3 NL q l el-- I r v Company o IILJc' ct ` l Phone # Inspection Date l v 1 Approved ❑ Correction Re- Insp'n Fee ❑ Type Insp'n Permit No. ds 53L MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date \\ • q Oct 174 a_C■ rL ■ 7, C Name \ 'f\CQ Address (\ \s i v 1; 9' T� --P,C( Company Phone # Inspection Date Approved Correction Re- Insp'n Fee ° MIAMI SH9RES VILLAGE BUILDING•)EPARTMENT 305 -305 -2204 Buildi g Inspection Request Correction Re- Insp'n Fee Date _ 4/ry TypeInsp'nV Permit No. B P Dq ' Name ?9 V Address % /S E q/ Company O Phone # l �f 3 �' 3g v C Inspection Date 1- L D-3 MIAMI SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 nom( i) Building Inspection Reque Date CO Time Type Insp'n Permit No. Name \ Address Phone # Ne, 91 ter. Company , PIun io I , � rI For Inspe- :r: 1 0 Approved Correction Re- Insp'n Fee Name & Date 4401,1. ad Appotped 4r .3h � s afiti avirMAL; TAMKO ROOFING PRODUCTS, INC. Acceptance No:OI- 0509.05 EVIDENCE SUBMITTED: Tcst Agency/Identifier factory Mutual Roscarch Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Exterior Research & Design, LLC. t 'd l£18' °N NHnrc Comparative Rupture Testing Class 1 Fire Class 1 Fin;; 1.90 Windstorni Classification Class 1 Fire; 1 -90 Windstorm Classification Fire'Classification -- sec current directory Wind Uplift Resistance Wind Uplift Testing Wind Uplift Testing Wind Uplift Testing • Aagc 4 Rc tt Date .1.1. 4D0A7.AM .1.1. OZ4A3.AM 1.1. 1D4A7.AM 1.1.3135A9.AM 08.27.97 10.21.98 08.27.97 10.20.97 R3225 Published Annually • R3225.1 through 13 02.17.94 4440.05.95 -2 05.01.95 4440.05.95 -1 4444.06.98 -1 Frank Zuloaga, RRC 05.01.95 06.15.98 Rcofing6611 NN(1 vgc :i I '61183 TAMKO ROOFING PRODUCTS. INC. Acceptance No:01- 0509.05 APPROVED ASSEMBLIES Deck Type 3I. Concrete Decks, Insulated. New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type A: One or more layers of insulation adhered with approved asphalt. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Layer Tyne Detail No. . Per Board Density One or more layers of any of the following insulations: Approved Type(s): AC -Foam II, E'NRG'Y 2, E'NRG'Y 2 Plus, IsoTherm R, E'NRG'Y 2 Composite, ISO 95 +, ISO 93+ Composite, ISO -Roc, UltraGard Gold, AC -Foam Composite, Pyrox, Multi -Max FA Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ConPerl, GAFTEMP Pcrntalite, Fesco Board Minimum: '/" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Foamglas Minimum: I" x 2' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiberboard, Strut todek FS Minimum: 'A" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: $ / x 4' x 4' N/A N/A N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt printer and allowed to dry prior to application of insulation. All insulation shall be adhered to the deck In full mopping of approved asphalt within the EVT range and at a rate of 20-40 lbs/100 R = . 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 used as a top layer shall be placed with the polyisocyanuratc side facing down. Base Sheet: Note: Typc 43 coated base sheet cannot be spot (Optional) Install one ply of Type 43 .coated bast sheet, Glass -Base, Tam -Ply IV, Tam -Glass Premium® or Base -N -Ply® base sheet directly to the insulated substrate. Adhere in a full mopping of approved asphalt applied within the CVT .range and at a rate of 20-40 Ibs /sq.. or spot mopped as detailed in this approval; sec General Limitation 04. [rime sheet is adhered directly to polyisocyanurate insulation only a spot or strip mopped applicaiton as detailed in this approval is approved; sec General Limitation #4. Page 5 • rank Zuloaga, RRC lCIB'°N RoofingONV11NN(1SntrolWVge: Ir1700Z ' 6l'ged TAMKO ROOFING PRODUCTS, INC. Acceptance No:OI 0509.05 PIy Sheet: Cap Sheet: Surfacing: Two or more plies of Tam -Glass Premium ®, or Tant -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibslsq. (Optional) One ply of Tam -Cape adhered in a full mopping of approved asphalt applied within the I3VT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1. I -t4 gallons fibered aluminum coating per square (Tropical Asphalt Products Alumallrite 120, Tam -Pro FR. Aluminum Roof Coating). 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20-25 Ibslsq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 Ibslsq.; plus gravel or slag with an application rate of 400 or 300 lbs./sq. respectively. Maximum Design Pressure: -165 psf (for minimum 1.5" thick Approved polyisocyanurate followed by minimum %" thick Approved perlite applied in hot asphalt.) (See General Limitation #9) -230 psf (for minimum 1.5" thick Approved polyisocyanurate followed by minimum'' Vi" thick Dens Deck or minimum W' Approved High Density Wood Fiberboard applied in hot asphalt.) (See General Limitation #9) -147 psf (for minimum 1.5" thick Approved polyisocyanurate followed by minimum'' W' thick Approved Regular Density Wood Fiberboard applied in hot asphalt.) (See General Limitation #9) -200 psf (for minimum 1.5" thick ACFoam 11 Composite or C'NRG'Y -2 Composite applied in hot asphalt.) (See General Limitation #9) -230 psf (for minimum ' /4" thick Dens Deck applied in hot asphalt with no underlying insulation.) (See General Limitation #9) -45 psf (for all other applications) (See General Limitation #9) 9 'd 1£18' °N Page 6 Frank Zuloaga, RRC Roofnj4NV1 I NNflStntrollNVS£ : l l0 Ol3 ' 61 ' qa d TAMKO ROOFING PRODUCTS, INC. Acceptance No:OI 0509.05 CONCRETE DECK SYSTEM LIMITATIONS: t. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shalt/ be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 1117. calculations shall be signed and scaled by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Material} 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 arca 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 at maximum design pressure of - psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value. as field-tested, arc below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or ntumbranc 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 win not be applicable.) 8. All attachment and sizing of perimeter hailers, 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.c. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not he applicable.) L 'd d£18' °N Page 2 . Flank Zulns►aa RR(' rt m '6I'ged Roofing Systems (TGFU)- Continued ong G crushed stone or slag in a flood coat of hot roofing alt or laid loosely. Incline: 1 Sh t (Optional): Type T e G2 "Vent -Ply ", Type Gl "Tam -Glass e e , o r "Tam ply IV ", hot mopped. bryr�e: "Awaplan Versa - Smooth ", (modified bitumen), hot em _ an d 1 o r more layers Type G1 ply sheet "Tam -Glass Premium" lntri P1 IV" hot mopped. f ply in flood coat of hot roofing asphalt at 60 lb / sq. 5u C 1 32 (with joints blocked) Incline: 1/4 e- Type 15 asphalt organic felt "43# Base Sheet ", nailed. 3a�e ahon ' - : 1 -1/2 to 2 -1/2 in. perlite, wood fiber, fiberglass or Apache/ l ot x isoc y a nurate. Sage :sheet: One or more of the following: Type G2 "Glass- Base ", 'vent -ply Type G1 "Tam -Glass Premium ", "Tam -Ply IV" or "Vapor - = ian spot attached. 'M mbrane: "Awaplan Premium", "Awaplan 170 ", "Awaplan Versa - smoo th", hot mopped or "Awaplan Heat Weld ", torch applied. - -5 adn "Tam -Cap" gravel or crushed stone at 500 lb/ sq or crushed slag a t 3751b /sq in a flood coat of hot roofing asphalt or laid loosely. 9 D NC Incline: 1 Base Sheet: Type G2 "Vent-Ply", "Glass- Base", "Vapor- Chan ", Type Gl "Tatri-GlaSS Premium" or "Tam -Ply IV ", hot mopped. _ pl Sheets: One or more Type G1 "Tam -Glass Premium" or "Tam -Ply jV ", hot mopped. Membrane: Awaplan Premium" (modified bitumen), hot mopped. Surfacing: Gravel. Deck: 3/4 Incline: 1/4 Base Sheet Type G1 "Tam -Glass Premium", Type G2 "Glass- Base ", "43# Base Sheet" or "Vent - Ply, ", nailed or sprinkle mopped. Membrane: "Awaplan Premium ", granule surface hot mopped in place. "Awaplan Versa - Smooth ", "Awaplan Heat Weld" or "Awaplan Versa - 1Iex ", (modified bitumen), hot mopped or torch applied. Surfacing: Gravel. Class A - Fully Adhered 1. Deck: NC Incline: 1/4 Base Sheet: One or more layers of the following Type G1 "Tam -Ply IV "; Type G2 "Glass - Base ", "Vent -Ply" or Type G1 "Tarn-Glass Premium ", hot mopped, or Type G2 "Vapor- Chan" venting base sheet, spot attached. Base Sheet (Optional): Type 15 asphalt organic felt or "43# :,ase Sheet ", hot mopped. Membrane: "Awaplan Premium" (modified bitumen), hot mopped or "Awaplan Heat Weld ", heat welded (modified bitumen). Surfacing. Monsey "Asbestos Fibered Asphalt Emulsion" at 3 gal/ sq. Optionally, No. 11 roofing granules at 25 lb / sq may be embedded in wet coating, "Tamko Fibered Aluminum Roof Coating" Pro FR / 2 gal / um Karnak Chemical "No. 97AF" at 1 -1 / 2 gal / sq, "Tam-Pro Roof Coating- Asbestos Free ", 1 -2 gal/ sq or gravel. 2. Deck: C -15/32 (with joints blocked) Incline: 1/4 Base Sheet: Type 15 asphalt organic felt "43# Base Sheet ", nailed. Insulation: 1 -1 / 2 to 2 -1 / 2 in. perlite, wood fiber, fiberglass or Apache/ Celotex isocyanurate. Base Sheet: Type G2 "Glass-Base", "Vent -Ply" or "Vapor- Chan" vent- ing base sheet, spot attached. Membrane: "Awaplan Premium ", "Awaplan 170 ", "Awaplan Versa - Smooth", hot mopped or "Awaplan Heat Weld ". Surfacing: Type G3 cap sheet "Tam- Cap ", hot mopped or Grundy's " Fibered Asphalt Emulsion" at 3 gal /sq or Karnak Chemical Corp. "No. 97AF" at 1 -1/2 gal /sq. incline: 3/4 3. Deck: NC Insulation (Optional): Perlite, glass fiber, wood fiber, phenolic, isocya- nurate, urethane, polystyrene, any combination, any thickness mopped in place. Base Sheet: One or more layers of the following base sheets: "Tam - Glass Premium ", "Tam -Ply IV" "Vapor -Chan' "Glass- Base ", "43# Base Sheet ", "Vent- Ply ", "Awaplan Premium Smooth FR" or "Versa Base" hot mopped in place. Membrane: 'Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 4. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, wood fiber, isocyanurate, urethane, polystyrene, any coin y LOOK FOR THE UL MARK ON PRODUCT binati on any thickness, mopped in place Roofing Systems (TGFU)- Continuea Base Sheet: Two or more layers of the following base sheets: "Vent- Ply ", "Tam -Glass Premium ", "Tam -ply IV ", "Vapor - Chan', "Glass - Base ", "43# Base Sheet ", "Versa- Base ", hot mopped in place. Cap Sheet: "Versa -Cap FR ", hot mopped in place. 5. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber, wood fiber, phenolic, isocya- nurate, urethane, polystyrene, any combination, any thickness, mopped in place. Base Sheet: One or more layers "Versa- Base ", hot mopped in place. Cap Sheet "Versa -Cap FR ", hot mopped in place. 6. Deck: NC Incline: 1 Insulation: Perlite, glass fiber, wood fiber, phenolic, isocyanurate, urethane, polystyrene, any combination, any thickness, mopped in place. Base Sheet One or more layers "Versa- Base" or "Versa - Flex ", hot mopped in place. Ply Sheet (Optional): One or more layers "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped in place. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR ". "Versa-Cap FR ", hot mopped in place. 7. Deck: NC Incline: 1/4 Insulation: Perlite, wood fiber, glass fiber, polyurethane, isocyanurate combination isocyanurate /perlite or polyurethane/ perlite any thick- ness, hot mopped in place. Base S1ieet: One or more of the following: "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped in place. Membrane: "Awaplan Premium ", "Awaplan 170 ", "Awaflex" or "Versa - Flex ", hot mopped in place or "Awaplan -Heat Welding" heat fused or "Awaplan Versa - Smooth ", hot mopped or heat fused. Surfacing: Grundy "Fibered Aluminum Roof Coating" applied at 1 -1 / 2 gal / sq, Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" applied at 3 gal / sq, "Tam -Pro FR Aluminum Roof Coating- Asbestos Free", 1 -2 gal / sq or Karnak Chemical "No. 97AF" at 1-1/2 gal/ sq. 8. Deck: C -15 / 32 Incline: 1 /4 Insulation: Perlite, wood fiber, glass fiber min. 1 in. thick, hot mopped in place. Base Sheet (Optional): One or more layers "Glass- Base ", hot mopped in place. Base Sheet: One or more layers "Versa Base FR ", hot mopped in place. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa Cap FR ", hot mopped in place. ncline: 1/4 9. Deck: 15/32 Insulation (Optional): Fiber glass, foam glass, any thickness. Base Sheet: "Versa -Base FR ", hot mopped in place. Base Sheet: "Tam -Glass Premium ", hot mopped in place: Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 10. Deck: 15/32 Incline: 1 / 4 Insulation: Perlite, wood fiber, min 1 in. thick, hot mopped in place. Base Sheet: "Versa -Base FR ", hot mopped in place. Base Sheet: "Tam -Glass Premium ", hot mopped in place. Membrane: "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 11. Deck: 15/32 Incline: 1/4 Insulation (Optional): Perlite, fiber glass, foam glass, any thickness. Base Sheet: "Versa -Base FR ", hot mopped in place. Base Sheet "Tam -Glass Premium ", hot mopped in place. Membrane: "Versa -Cap FR ", hot mopped in place. 12. Deck: 15/32 Incline: 1/4 Insulation: Perlite, wood fiber min 1 in. thick, hot mopped in place. Base Sheet "Versa -Base FR ", hot mopped in place. Base Sheet: "Tam -Glass Premium ", hot mopped in place. Membrane: "Versa -Cap FR ", hot mopi dine place. / 4 13. Deck: 15/32 Insulation (Optional): Perlite, glass fiber, wood fiber, hot mopped in place. Base Sheet: Two or more layers of the following base sheets: "Tam - Glass", "Tam -Ply IV ", "Vapor- Chan", "Glass- Base ", "Versa- Base" or "Versa -Base FR ", hot mopped or mechanically fastened in place. Membrane: "Awaplan Premium FR" or "Awaplan 170 FR ", "Awaflex FR ", "Versa -Cap FR ", hot mopped in place. 14. Deck: NC Incline: 1 -1 / 2 Insulation: Polyisocyanurate, glass fiber, perlite wood fiber, hot mopped or mechanically fastened, any thickness. $ Value of Work For this Permit 1 u po � Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (3052756.8972 BUILDING OCT 1 # � Qa� Permit No. ) PC q —I 7 c !( PERMIT APPLICATION , j aster Permit No. FBC 2001 Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Roofing Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) ' 1 4K,4.411 '.-f1 Phone # Si Owner's Address ens- City ?'l\�\ i, S(4 , ET) State Z ( . Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) C7 , t= t I / %t)'' City Miami Shores Village County Miami -Dade Zip is Building Historically Designated YES NO Contractor's Company Name Rct, C (7A11- C-15-. ) 1, 0 3 t r # �•0 6 - '2 0 - ] fro Contractor's Address COY t{ kT j aaj LAMS D City State "f, ( _ Zip - 3'3 O II Qualifier State Certificate or Registration No. . (C. 7 Z2, (p Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Submittal Fee $ Permit Fee $ CCF $ Square Footage Of Work: kiao Type of Work: ❑Addition ❑Alteration [New XRepair/Replace ❑ Demolition Describe Work: I L- o Tr c- ' 61. 4- 81.): t- op * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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: promise in good faith whose properly is s for the first insp inspection will As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must a copy of the notice of commencement and construction lien law brochure will be delivered to the person to attach - t. Also, a certified copy of the recorded notice of commencement must be posted at the job site hich 96cur . seven (7) days after the building permit is issued. In the absence of arch posted notice, the pproved any a reinspection fee will be charged. i ject ction of be Signatur -Xab / /1,a Signature O ier or Agent The foregoing instrument was acknowledged before me this / io day of OC-- , 20 o by -V ,Er - 7 -2 : 5 '—'\--- who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY P LIC: � NOTARY PUBLIC: Sign: / � r��. � � Sign: /11e, Print: A t e. - G + L�2n3 A nd �� Z Print: A (&i My Commission Expires: e Alex Fernande My Commission Expires:„, Alex Fernandez * * * * * * * * * * * * * * * * * * * * * * * ** • M * * 8Z2**** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** fxhlffferARNsdiM &Ms * ** w n Expires March 30, 2008 ' kw , Expires March 30, 2008 APPLICATION APPROVED BY: Chc 05/13/03 Contractor The rregoing instrument was acknowledged before me this %cf' day of U L77 - , 20 1y, by , as identification and who did take an oath. Plans Examiner Engineer Zoning PERMIT APPLICATIION FOR MIAMI SHORES VILLAGE Date 7 8-C°Job Address .` q15 Az c tire 42 - Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 6 ,ytititi � =�� ^-�'Y Master Permit # 7c Owner's Address} Contracting Cd Square Ft. - ,_poD / FEES: PERMIT tt)LOvl P C' Signature of owner and/or Condo President Date RADON C.C.F. Tax Folio Address Address Address Phone 30. 7s -S3 Ito Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Permit Type (circle one): BUILDING PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION AA 'I 1 ' U 11111, 1e/t z)/ e-/-7 Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 4 17 r e of Contractor or Owner -Buil 1WC O L-- � 7400 0 Notary as to Owner and/or Condo President Date Notary as to Contract" wner- Builder Date My Commission Expires: My Commission Expires: -. • - F OF 0- NOTARY BOND 72,200 Date APPROVED: Zoning Buhl ' Electrical Mechanical Plumbing Structural Engineer TOTAL DUE Date ��� �<'> Job Address 9/3 /e-j- W il7e/C' Tax .Folio Legal Description Historical)/ Designated: Yes No Owner/Lessee / Tenant ( Q (1)/7 e l .1* A -J 5 CAA K Master Permit # .7_ ? f S Owner's Address WORK DESCRIPTION PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Contracting Co. 4ae 49 /"4:2l> Address 7d7 e., (2 2 , 1 g i j % 7 / Qualifier "- TO A i2 `' _ 0� /4)6 U Phone . 7 /6 // State # Y Municipal # /---,/'.4s" . Competency # Ins. Co. Architect/Engin Address Bonding Company Address Mortgagor Address Phone Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL R(g, PAVING FENCE SIGN Oa wif eefr,g--,ri-ficrifi-i -TILE efc. Square Ft. letelU le Estimated Cost (value) L/ /S OS WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 r lating construction o P ' ' UNIZ Date f Notary . o Owner My Commission Ex d/or Condo P si • t Date Of It LP Co Q 7`-- FEES: PERMIT - RADON 0eV C.C.F. APPROVED: Zoning Building Mechanical Plumbing Engineering did'- 4) ) Signature of Contr or or • wner -Buil Notary as o Contractor • w er- Builder My Cor. fission Expire . .1± 4 1 ( e . JOANNA M NIZ * T * My Comrn': -ian CC506139 . Expires Nov. Oa. 1999 OF it." NOTARY TOTAL DUE Electrical Date Date T �) UnT_ ISTUETA HOOFING COUP. State licensed-Insured CC CO54759 7482 P1.V1. 8111 Street MIAMI, FLORIDA 33126 - 4 - 1).4) 5 7 - (305) 266.1011 FAX (305) 266.6484 MR. JAMES CLARK 915 N.E. 91 TERR. t1IAMI SHORES, , FL . 33138 PRO ACCEPILD )OSAl( CO IN I1. MOUE 305 - 754 -9897 Jot? NAr.1I. / 1 SANE JOU FIUMUCl1 111 1'11.4 11 ; lo he, ^by ;Weil ; `oaw.ms awl esiewoe. h n. NEW TILE ROOF SYSTEM FOR TIIE ABOVE ADDRESS: - REMOVE EXISTIIIG ROOF DOWN TO WOOD OR SMOOTH WORKABLE SURFACE. - HAUL AWAY ALL ROOFING DEBRIS, LEAVING PREMISES II{ A CLEAN CONDITION. - CONTRACT PRICE INCLUDES 100 FT. OF WOOD OR 3 SHEETS OF PLYWOOD, ADDITIONAL WOOD AT: $2.50 PER FT. OR $60.00 PER PLYWOOD SIIEE'1'. - INSTALL ONE LAYER 1130 AS'I'M FELT WITH NAILS AND TIN CAPS AS PER SOUTH FLORIDA BUILDII {G CODE. - INSTALL NEW LEAD SIHIELDS AND GALV. ROOF VENTS ON ALL PIPES PERT'I;UUIII'J ROOF DECK. INSTALL NEW 2&1/2 X 2&1/2 GALV. EAVE DRIP ALONG EIITIRI EDGE OF ROOF. - INISTALL ONE LAYER 1190 ASTM UNDERLAYMEIIT, MOPPED SOLID WITH IIO'1' ASPHALT. - INISTALL NEW 16" WIDE GALV. METAL AT ALL VALLEYS. INSTALL NEW M,TUSA- =.&_RED-CLA'T TILE, SET IN POLYURETHANE FOAM ADHESIVE. IIEW BUILT -UP ROOF SYSTEM (REAR FLAT DECK): INSTALL 1175 GLASS BASE, HAILED WITIH TIN CAPS AS PER BUILDIIIG CODE. INSTALL ONE LAYER OF FIBERGLASS FELT, MOPPED SOLID WITH 110'1' ASPHALT. INSTALL FINAL LAYER WITIH GAF RUBEROID WRITE MOPPED FIRE RA'Z'ED, SET 11I HOT ASPHALT. - CONTRACT PRICE INCLUDES ALL TAXES, PERMITS AIID 1I {SPECTIONIS. - NEW TILE ROOF SYSTEM IS GUARANTEED FOR 7 YEARS AND NEW BUILT -UP 1i0U1' SYSTEM IS GUARANT'ED FOR 6 YEARS, FROM THE DATE OF COMPLETION. MUTE: ANY VEIITILATIOI{ REQUIRED BY BUILDING CODE IS ADDITIONAL '1'U CONTRACT' PRICE. CONTRACT PRICE EXCLUDES THE SIDE FLAT CONCRETE DECK AND ALSO R E R BARREL TILE EXTENSION. 1� iDTupt)';C hereby to Iunlish nlalwlal and labor — complete in acco■Il, with the above au r'lll,:nliuns, lo the st 0!: Seven Thousand Seven Iluiidred Twenty Five and 00/100 Dollar s tt '1725.00 • r,' 'J ;7i5 1011nv.5 10 ON ACCEPT/VICE OF CONTRACT , 40% 011 COMMENCEMENT OF JOA AND BALANCE DUE AT CCMPLET1ON. rrEr r_ASH • NO DISCOUN INVOICES APE DUE WHEN RENDERED GENERAL TERMS AND corm 11011SOtt REVERSE BY: THIS BID MAY DE WITIIUPAWN IF NOT ACCEPTED WIIE4111 30 DAYS: When this b1d is accepted, please sign and return yellow copy which will be our order to proceed with wank and when approved by our cr∎ lit department -••,nshiule5 the en11r13 ayreq,1113111 01111e parties Attention is directed to the General lernls and Conditions set truth elsewhere in this rmnuact, whILll :011 incorporated herein b/ relerence arid made a pan her eul. All work to be done or guaranteed shall be set lorlh in specificatuns Nu promises verhnl u1 ulhetwl n will be v,1hd. The undersigned accepts the above job al Ilse price quoted and agrees to pay for said wor p raptly upon cemplruun u1 Sanm :15 11e1em spc'Lllred, 11 any s'lm5 are due collected by suit or demand of an attorney or collection agency Then the undersigrle arlr PS 10 pay all Lust, including rensun,lble attorney's lees for Cplto� ticn, - r Ti C ti (' IMl1 8/U9/96 ISTUETA RFG ORP. Job Address: 9/C ) ' / . 11-11 Contractor's Name: ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) NI (Mortar Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance gc Zi 23 Flat Roof Area (ft 9 -' Sloped Roof Area (ft Total (ft 7% Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ala i2. 123.01 -78 9/96 -.' � < t4 <si Ft. n v Ft. A V Deck type:-0 P/y /10OcJ ATTACHMENT • Fastener Type: / in oAj h a1'IS SPACING DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS ..raw details as needed) tti d� y � � �� Field: red Perimeter: 6© Corner: 4 Page -1 ROOF PLAN Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rid MEAN HEIGHT Deck type: .S /g P / Underlayment: Insulation: 12" ROOF SLOPE )D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: /- 1 41'i/, e ( q £r /4n < Nl1i d5 !2 • DC. gs/J e L Cap Sheet: 4090 4- Sf'ha /t 7 ` /pE Roof Covering / p 2 Drip edge:2Y2. EP GA✓ 26 / I /L -540.6k' ! %2 Rihq S'��a r►1� /041_, JI 4 " OG ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS A014Q.6' /,Q se' ? Pmaxl: x a (Aerodynamic Multiplier): p M 90= M : /4-I9 PCA: Ss7 / en x 1 Pa x 2 / .3 X (Pmax2: 421 X a, (Aerodynamic Multiplier): 0,27)- M .6 .7c M PCA: g6 6 1 { 7 7 3,2 0.2 (Pmax3: 1,AI x ? (Aerodynamic Multiplier): 4 ) - M lj•gO= M PCA: 0 .6f 20 , '/ 5 go , &). Page -2 6 X4 /6? Vo 6 t ,.?7 2? g 61 07/10/95 16:54 METRO MOT O DADS FLAOUNT BUILDING M gTRpDAOH OM BUILDING CODE COMPLIANCE O E 180 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET • MIAMI. FLORIDA 313 -156 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 375-2908 CONTROL SECTION PRODUCT Lifctile Corporation (305) 375-2902 FAX (305) 372.6339 200 Story Road Lake Wales FL 33859.063 Your application for Product Approval of: Nail On Mortar or dhesive apri Tile governing the use of Alternate Materials and under Chapter 8 of the etropolitan Dade County Code g 8 letel described in the plans, specifications and calculations as submitted by: Types of Construction, and comp Y Redland Technologies, The Center for Applied Engineering, Inc., and Atlanta Testing & Engineering «Code Compliance office to be used in Dade has been recommended for acceptance by the Buildin„ County, Florida under the specific conditions set forth, on pag es 2 et. seq. and the Standard Conditions on page 3. This approval shall no ance t be valid after the expiration date stated below. The Office of Co d u plant for reserves the right to secure this product or material at anytime from a jobstte manner, the Code quality control testing. If this product or material fails ie upe of su h in the product cP or material immediately. The Compliance Office may revoke, modify, or suspend mendments to the South Florida Building applicant shall re- evaluate this product or material should any am Code Compliance Office reserves the Code be enacted affecting this product ore material. ned b;hthe Building Code Compliance Office that this the right to revoke this approval, if it is d product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. n Acceptance No.:95-0316.04 (Revises No.: 94- 09114.23) Expi><es:06 / 14198 HEE'T, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL THIS IS THE COVERS CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade Cou in Buil Code Compliance Department and approved by the Building Code Committee to b e u County, Florida under the conditions set forth above. Approved:06 /1 Raul Rod'figuez Product Control Supervisor s v anger, Director Building Code Compliance De Metropolitan Dade County Applicant: Lifetile 200 Story Road Lake Wales, FL 33859 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Tile Luz Nail -on /Mortar Set/Adhesive Set S1 b.Tyje: Concrete System Description Lifetile is a member of the Boral Group and is a national producer of extruded concrete tile in California, Texas and Florida. Lifetile manufacturers � concrete individual molds with the exposed for nail-on, mortar set and adhesive set applications. All tile is extruded undo high pressure in tile surface finished with a cementitious material colored with synthetic oxide additives. All tile is nt. 1re 'cured' prior to shipping to achieve maximum strength. Thi •� pct ntr• r v c f l.ifetile's "Capri T' " ► .v it f . Refer to av• • • iate profiles. Lifetile sells tile systems through local, wholesale distribution. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tice system accessories such as ventilation systems. clashing systems and birdstops are also available. These accessories arc manufactured for all profiles and form a part of this Product Control Approval. Lifctile's "CapriT''' Tile" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar sct and adhesive set tile applications. The minimum roof slope for Lifetile 's Capri Tile" nail -on, mortar set or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Capri'" Tile" profile drawing. The Lifetile "Capri'" Tile" tile profile has been tested for both wind characteristics and static uplift performance. therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this approval. Contact: Dave Faulkner Technical Services Manager 200 Story Road P.O. Box 632 Lake Wales, FL 33859- -632 (813) 676 - 9403 Product Control No.: 9> 9316. JUN 1 4 1995 JUN 1 4 19x8 Approval Date: Expiration Date: Raul Rodriguez Test Product Product Djmen%ivnl Speci Reath= Dcscrifjton Capri Tile I = 17" PA 112 Low profile, interlocking. high w - 123/`" pressure extruded concrete roof tile '/-" thick equipped with two nail holes and • double roller ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY A,PPLICAiNT 1 = varies w = varies varying thickness PA 1 12 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 3 Raul Rodriguez Product Control No.: 9i-,0316,04 430 Felt Eoduct #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof 11 lee and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Undcrlayment 22 lbs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Product Specification Des6Gption ASTM D 226 Saturated organic felt type 11 to be used as a nailed anchor sheet. ASTM D 2626 ASTM D 249 Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 Single ply, nail -on underlayment. PA 104 ASTM D 312 type 111 or IV ASTM D 4586 4 Ftaul Rodriguez Product LOtltrul i�u•= _' ''� ' " Single ply, nail -on underlayment with 2" self- adhering top edge. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Many nalirSI: generic generic generic Lenzing Performance, inc. PCA #94- 0527.0$ Protect -O -Wrap, Inc. PCA #94- 0714.01 PA 103 Self - adhering W.R. Grace Co. underlayment for use PCA 4'92-1116.01 as a top ply in a two ply underlayment system with approved #30 or x43 as the base layer. generic Cut back. asphalt generic based. asbestos free. fiber reinforced, trowel ,grade cement for repair and flashing applications. •Test Product ccri tin M'tttufac urcr Pr od» Dimensi .fs Specificatic s R Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ("Quikretc® Roof Tile Mortar if 1140") min. 12 ga. with 'I," head min. 32 ga. min. l' / o.d. max. 2" o.d. min. 8d x 2'A" or niin. 10d x 3" k8x2'/: "long 0.335" head dia. 0.131" shank dia. 0.175" screw thread_ diameter PA 114 Appendix E PA 114 Appendix E vet! Wood Preservers Salt pressure treated min. l" x 4" Institute LP - 2 or decay resistant horizo�J lumber battens min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone PA 114 Appendix E PA 114 Appendix E 5 Product Control No.: 1- " SL - ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw or smooth shank nails. Corrosion resistant. coated. square drive, galvanized, coarse thread wood screws generic generic generic generic generic N/A PA 123 Prepared mortar mix Bermuda Roof Roof Tile Mortar designed for mortar Company, Inc. ( "TitcTite " ") set roof tile PCA #94- 0614.0 applications. PA 123 Prepared mortar mix Quikretc Constructio N/A designed for mortar Products N94- 0803.Oi sct roof tilt applications. Raul Rodriguez • Test Product P1oduSt j�imensions a ift£a UQscription. Roof Tile Mortar N/A PA 123 Prepared mortar mix ("BONSAL® Roof designed for mortar set roof the Tile Mortar Mix ") applications. Roof Tile Adhesive ( "Polypro® AH160 ") Hurricane Clip Sc. cU12s Fasteners min. ' /z" width min. 0.060" thick Valley Flashing Drip Edge N/A See PCA Two component Poly foam t Products, polyurethane adhesive designed for adhesive PCA 1194-0 set roof tile applications. min. 8d x 1V." min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange . min. 2" deck flange PA 114 Appendix: E 6 Product Control No.: Corrosion resistant bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Mttnu :lcturC� W.R. Bonsai Co. PCA #94- 0628.03 generic • ge ASTM A 525 Galvanized steel o valley flashing PA 1 1 1 Galvanized steel drip generic edge Raul Rodriguez ( ISILAga10 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Enigneering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Ccntcr for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering. Inc. The Ccntcr for Applied Engineering. Inc. T EST REPORTS TISIJULWJELVI 7161 -03 Appendix 11I 7161 -03 Appendix 111 94 -084 94 -060B 25-7094-1 25 7094 - 7 25- 7094.4 25- 7183 -1 25- 71S3 -2 25- 7214 -2 7 Product Control No.: 95-0316. Test flame /Report Date Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing Dec. 1991 PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, 5/8" plywood) Static Uplift Testing PA 102 • (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap. Nails, Direct Deck, 15/32" plywood) Static Uplift Testing PA 102 (2 Quik -Drive Screws. Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw. Direct Deck) May 1994 March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March. 1995 Raul Rodriguez '�'mi Product Control No.: 05- I t 6"04 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 /,," or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underiayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "/):" plywood is an acceptable substrate. 12 Maul Rodriguez Product Control No.: �- 4 SYSTEM LIMITATIONS th 1: The standard minimum roof pitch for Lifetile's lPACapig "'oTPA' 120 depending shall of Dade County Application Standards PA 118, installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Lifetile "Capri "' Tile" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Bascd System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. installed 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may y be cure s perpendicular to the roof pitch unless stated otherwise by the underlay ment material published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Lifetile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. S. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Raul Rodriutimazazeszimasime ��� Table 3: Attachment Resistance Expressed as a Moment - Mc (ft -Ibf) from PA 102 and PA 102(A) Testing' Tile . Profile Tile • Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Capri" Tile Battens 4.10 7.10 22.90 49.10 24.20 34.80 22.10 32.20 Direct Deck 11.80 21.90 25.80 47.10 24.30 35.50 19.00 31.90 Table 2: Restoring Moments due to Gravity - M (ft -lbf) from PA 102 Testing Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Capri Tile 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 N/A DATA FOR ATTACHMENT CALCULATIONS Data noted in Table 3 is for installation with a 3" tile headiap. Product Control No.: 95 ' Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. 14 Raul Rodrk ucz Table 1: Aerodynamic Multipliers - X. (ft from PA 108 Testing Tile X (ft') X (h') Profile _ Batten Application Direct Deck Application Capri Tile 0.27 0.29 DATA FOR ATTACHMENT CALCULATIONS Data noted in Table 3 is for installation with a 3" tile headiap. Product Control No.: 95 ' Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. 14 Raul Rodrk ucz Capri' Tile Table 3-A: Attachment Resistance Express from PA 102 Testi Tile Profile Capri` Tile DATA FOR ATT.ACHMENT CALCULATIONS (CONTINUED) Tile Application Direct Deck New Construction (min. "722" plywood) Direct Deck Recover/Reroot (rein. I s / plywood) Product Control No.: 9 i -Q t 6,Q4 ed as a Moment - M, (ft-lbf) ng Two (2) 10d x 3" long nails' 67.50 43.00 50.90 Battens New Construction Tile installation with a 4" headtap using two (2) Approved 10d x 3" Tong polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2W from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Profile Tile Application Mortar Set Adhesive Set 15 Raul Rodrinuea Attachment Resistance 20.60 86.61 •• • 4. $ .. •k • • 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re scaled by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This approval supersedes all previous approvals. 18 METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SURE 1603 METRO -WADE FLADLER BUILDINO 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1503 (305) U75}2001 FAX (3051 576 -2avo aul Rodriguez Product Control Supervisor METRO-DADE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 PRODUCT NO. : ACCEPTANC1 P4 EXPIRES: APPROVED: PRODUCT CONTROL NOTICE OF ACCEPTANCE Oft 2 1 1995 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING OUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of yolyfoam Products "Polypro AI -160" Roof Tile Adhesive under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by The Center for Applied Engineering, Inc. and Miles Laboratories Polymers Division has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. ul Rodrigu roduct Control Division Supervisor - PLEASE NOTE - • THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. - - t;- �'g , '.E., D irector Building Code Compliance Department Mctupulitaii Dade County Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383-1132 Category: Sub - Category: Tvpe: Sub -Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL Roofing Co Fasten in Roof Tile Adhesive Two Component Polyurethane Contact: System Description Pat Murray P.O. Box 1132 Spring, Texas 77383-1132 (713)350 -8888 Fax: (713)288 -6450 1 Raul(odrigucz Product Control No.: 95- 0314.10 Approval Date: APO ? 7 1995 Expiration Date: APR 2 7 1 998 Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AH160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTF1000 dispensing equipment. Approval of this product is specific to the two. component mix and Foampro® RTF1000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95- 0314.10 Test Product Product Dimensions Specifications Description Polypro® AH160 N/A PA 101 . Two component polyurethane Foampro® RTF1000 N/A See Detail Attached Dispensing Equipment .Raul odriguez Product Underlayment Roof Tile TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria Product Description PA 120 All Dade County Component Approved products as detailed in Dade County Application Standard PA 120 PA 101 All Approved roof tile systems having tested in compliance with Dade County Protocol PA 101, as detailed in the systems section of this Component Approval 1 'aul Rodriguez Product Control No.: 95 -031 4.10 114anufacturcr All Dade County Approved Products All Dade County Approved Products TEST REPORTS Test Agency Test Identifier Test Name /Report Date Center for Applied #94 -060 Metro Dade Protocol 04/08/94 Engineering PA 101 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division TYPICAL PHYSICAL PROPERTIES Property It Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor ASTM E 96 3.1 Perm / Inch Transmission Dimensional ASTM D 2126 +0.07% Volume Change @ -40° F., 2 Stability weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 4 Product Control No.: 95- 0314.10 Deck Type: Deck Description: SYSTEM A: Slope Range: Uuderlayment: Roofing Tile: SYSTEMS Wood, Non- insulated, New Construction /Reroof New construction 19 / 3 ," or greater plywood or wood plank. Re -roof 15 / 3 ," or greater plywood Adhesive Set Application 2 ":12" to 7 ":12" Product Control No.: 95- 0314.10 Install choice of Approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. Install Approved tile system in compliance with PA 120. Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Roofing Component Product Control Approval. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The adhesive attachment data is noted in the tile Roof System Assembly Product Control Approval. Comments: 1. For re -roof applications, minimum 15 / 32 " plywood is an acceptable substrate. 2. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. 5 Ra /Rodriguez or Roofing Tile: SYSTEMS (CONTINUED) Deck Type: Concrete, New Construction /Reroof Deck Description: New construction SYSTEM B: Adhesive Set Application Slope Range: 2":12" to 7 ":12" 6 Raul Rodriguez Product Control No.: 95- 0314.10 Underlayment / Install Approved underlayment system of one of the following: Waterproofing: Underlayment System # l (30/90 Hot Mop) noted on Page 1 of Dade County Protocol PA 120, installed in compliance with Section 3.02(A) of PA 120 Any Approved urethane or asphalt based concrete waterproofing component installed in compliance with the waterproofing component manufacturer's Roofing Component Product Control Approval. Strips of reinforcing fabric shall be installed at all concrete deck joints. Install Approved tile system in compliance with PA 120. Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Roofing Component Product Control Approval. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The adhesive attachment data is noted in the tile Roof System Assembly Product Control Approval. Comments: 1. For re -roof applications, minimum 15 /,," plywood is an acceptable substrate. 2. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or waterproofing component Roofing Component Product Control Approval shall apply, as applicable. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel #1 'S' Shaped #2 Double Roll #3 Large Flat #4 Small Flat #5 COMPONENT APPLICATION Polypro® AH160 tile adhesive shall only be applied over an underlayment installed in compliance with application instructions detailed in its Component Approval.. Underlayment shall be any underlayments or underlayment systems listed as Approved in Dade County Protocol PA 120. 2. Adhesive application shall be in accordance with the instructions provided in this Component • Approval, the manufacturer may provide additional instructions subsequent to this approval date which shall prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foampro ®.dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.05 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of this Component Approval. 4. Adhesive shall be dispensed in a 17 in' to 23 in' pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' provided in this Component Approval. Each generic tile profile requires a specific placement, as noted in Table 1, below. A tile manufacturer may test a tile system in compliance with PA 101 and add an additional detail without incurring an additional revision cost. 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. 6. Adhesive shall be placed to create contact with minimum 2 tiles, as outlined in the 'Placement Detail' for each tile profile. 7 Raul Rodriguez Product Control No.: 95- 0314.10 1 SYSTEM LIMITATIONS 1. Tile must be applied within 2 to 3 minutes of the application of Polypro® AE -1160 adhesive. 2. Polypro® AH160 adhesive shall be instal'ed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. For adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 72 hours after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category I (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than `i% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with this Component Approval. 5. Refer to tile Roof System Assembly Product Control Approval for system Approvals with this Component. 6. Refer to the Prepared Roof System Assembly for fire rating. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Polypro® A1-1160 shall be applied with Foampro RTF1000 dispensing equipment only. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 8 Rau / odriguez Product Control No.: 95- 0314.10 PAH WEEPHGLE COYER ('• MORTAR BED FOR COVER TILE PLACEMENT DETAILS METAL (AYE DRIP mortar ea•�4 Clocure cctional FASCIA BOARD point -up mortar Placement Detail #1: Two -Piece Barrel Profile 9 Raul l odrigucz Product Control No.: 95- 0314.10 x 107' Foam Pad when applied 2Xa OH EDGE '.- NAU. f1RST PAH KERE (•,14EN ACO!TION AL N A; utIC 15 RECO BT GOOE) 2" X 10' :loam Zed whan applied HAIL GOFER HERE (V?4CN REGOIREO) PLACEMENT DETAILS (CONTINUED) Product Control No.: 95- 0314.10 FASCIA BOARD 901 MINERAL SURFACE ROOFING FELT 2" x 10" Foam Pad when applied N All ThROUCN (WHEN A001TIC ROOF CEMENT NAILING I REQUIRED I3Y G BARGE BOARD Placement Detail 03: Double Roll Profile 11 Rau odrigucz PLACEMENT DETAILS (CONTINUED) FASCIA BOARD METAL EAVE DRIP — 12 Product Control No.: 95- 0314.10 2" X 10' Foam Pad When applied NOTE: FOAL'- CONTACT 1S MADE MATH 3 TILES. 1. THE HEAD of ONE TILE 2 -ME UNOERLOCK SIDE OF A SECOND T ILE 3. THE N ERSSE? OF THE NAIL THROUGH PLASTIC ROOF CEMENT (WHEN ADOITIONAL NAILING IS REQUIRED oY CODE) BARGE BOARD P01`WHE USI;1C N0RRAKE AE FIXTURES -. FLAT TILE ONLY) SAw -CUT HALF 71LE Placement Detail #4: Large Flat Profile Raul Rodriguez PLACEMENT DETAILS (CONTINUED) NOTE: FOA.`t SHALL NOT REACH ONTO THE HEAD Of TILE IN PREVIOUS COURSE OR ONTO VNOERLOCK OF ADJACENT TILE. 2" x 10" .cam Pact •„er applied HEAOL AP >.IETAL CAVE DRIP THICKBVTT T1LE NOTE: FOA,^t CON TACT IS MADE: WITH 3 TILES I. THE HEAD OF ONE TILE O O FASCIA BOARO 1 _ 7. ME UNOERLOCK SIDE 0 A SECOND TILE --J. THE UNDERSIDE OF THE TILE 8EINC SET NAIL HERE THROUGH POST ROOF C£ufNT (M—IEN RCCUIREC 8Y CODE) 11 419 1 GARDE BOARD SAWCU1 HALF T1 E POINTED —UP MORTAR - 9C0 • Placement Detail #5: Small Flat Profile 13 Rau $ Z.odriguez Product Control No.: 95- 0314.10 FASCIA BOARD gOX MINERAL SURFACE RooF1No FELT PLACEMENT DETAILS (CONTINUED) 2' x )0" Foam Fad When appl (EP0M). PREFABRICATED CLOSURE NAILED 'THROUGH T INTO APF OVZD AOHESI'E Placement Detail #2: 'S' Shaped Tile Profile 10 Y,EEPHOLE Product Control No.: 95- 0314.10 NAIL HERE 7rt1CUGN PLASTIC RQCF CEMENT (16-(E14 A0OI11CNAL NAM 15 RECUIRt0 8? CCCE) !'.E CLAP ROLLEO RAKE CJS) (SPANISH 'S' EA-ICE 130a SECURE 'YAM CCRROSIO 11E515 N Af.S Sealant POINT—UP L OR1AR TO I UA7CHTI E SURFACE Raul I6driguez 2 This approval supersedes all previous approvals. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approva; is granted for revisions or change. 3 Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be dome in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure'to comply with the Standard Conditions shall be cause for termination of the Approval. Rau odriguei Pr uct Control Division Supervisor MET11O1'OLITAN DADE COUNTY. Fl_01710A MEMO-DADE FLAGLEII BUILDING UUILDING CODE COMPLIANCE DEPARTMENT SUITE 1003 METRO -DADE FLAGIER BUILDING 140 WEST FIAGLER STREET MIAMI, FLORIDA 33130-1563 (306) 376 -2901 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 376-2900 GAF' Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof System under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 95- 0330.06 /' •ul Rodriguez Product Control Division EXPIRES: NOV 1 0 1997 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Coin lorida under the conditions set forth above. APPROVED: _ MAY a 4 1995 arles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County A ppl i cant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub- Category: Built -up Roofing Type: Modified Bitumen Sub -Type: SBS, APP Product Control No.: 95 0330.06 Approval Date: MAY 0 4 19;5 Expiration Date: NOV 1 0 1997 System Descripii9.II GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built-up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (201) 628 -3000 2 Product Control No.: 95- 0330.06 Insulation Types: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf 3 Raul Rodriguez Product Control No 95 0330.06 Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Dimensions 1 sq. roll 87 lbs. '/4 sq. roll 93 Ib. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Specification Product Control No 95 0330.06 Product Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 ASTM D 5147 ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min ;al gr u 4 Raul Rodriguez Product GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks. GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® GAFGLAS® Mineral Surfaced Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement Dimensions 3'x36" 69 Ib. roll GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated 3' x 180' 45 lb. roll 3' x 180' 40 Ib. roll 3' x 108' 75 Ib. roll 3'x36' 76 Ib. roll 5, 55 gallons 5 gallons 1, 5 gallons Test specification ASTM D 4897 D 3672 ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 ASTM D 2178 ASTM D 4601 ASTM D 3909 5 Product Control No.: 95- 0330.06 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt impregnated and coated glass mat base sheet. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Raul Rodriguez Product GAF Materials Corporation Jetblak ' Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® various Isotherm R GAFTEMP® Composite various GAFTEMP® Permalite various GAFTEMP® Fiberboard various GAFTEMP® High Density Fiberboard GAFTITE® 12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener NTB Fasteners Test Dimensions Spec ification Product Description 1. 5, 53 gallons ASTM D 4586 Asphalt flashing cement. I. 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. various PA 110 PA 114 GAFTITE® Base Sheet PA 114 Fastener and Plate Galvalume Plates 3" and 3 1/2" PA 114 Polypropylene Plates 3" and 3 ' /z" PA 114 6 Product Control No.: 95 0330.06 Granules for surfacing of exposed asphalt, cold process or emulsion. Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Perlite insulation board. PA 110 Fiberboard insulation. PA 110 High density wood fiberboard insulation. Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Raul Rodriguez Product Control No.: 95- 0330.06 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer Hy Therm AP various PA 110 Polyisocyanurate foam Apache Products Co. insulation Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation White Line various PA 110 Polyisocyanurate foam Apache Products Co. insulation ACFoam Composite various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products Hy -Tec various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Tec 2 various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation Hy -Therm Pyrox various PA 110 Polyisocyanurate foam Celotex Corp. insulation Energy LOk various PA 110 Polyisocyanurate foam Celotex Corp. insulation Thermax various PA 110 Polyisocyanurate foam Celotex Corp. TRI -STAR insulation 7 Raul Rodriguez Product Dekfast Fasteners #I4 Dekfast Hex Plate Dekfast Fasteners #15 Dekfast Fasteners #12 TPR Test Product Dimensions Specification Descript[on PA 114 Insulation fastener for steel Construction and concrete decks Fasteners, Inc. 2 7/8" x PA 114 Galvalume hex stress plate. Construction Fasteners, Inc. 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 PA 114 PA 114 Insulation fastener for steel Construction and wood decks. Fasteners, Inc. PA 114 ISO 95+ GW various PA 110 ISO 95+ GL various PA 110 ISO 95+ Composite ISO 95+ PA 110 • Asphalt High Density Wood various Fiberboard PA 110 Polypropylene locking plate. Insulation fasteners for concrete decks Aluminum fastener for lightweight, gypsum and tectum decks Polyisocyanurate foam insulation Polyisocyanurate foam insulation 8 Raul Rodrigue Product Control No Manufacturer Construction Fasteners, Inc. Construction Fasteners, Inc. Creative Construction Components Firestone Firestone PA 110 Polyisocyanurate / perlite Firestone ridged insulation Polyisocyanurate foam Firestone insulation ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive Wood fiber insulation generic board Perlite Insulation various PA 110 Perlite insulation board generic 95- 0330.06 Test Product l'rlAttct L11114It]ILI15 L c,tiptit11 N.lanul;tcturcr Red Rosin various Rosin paper for barrier generic laver on ■wood decks Roofing Nails Minimum ti PA 114 Corrosion resistant annular generic 12 • ring shank nails rite Caps tlin. 32 ga. x Corrosion resistant circular generic Is/," discs. T■pe X Gypsum various Fire resistant rated gypsum generic Sturdi -Top various PA 110 Wood fiberboard Georgia - Pacific al MB aluminum roof coating Grundy Industrial I tt 1.4 Roofgrip PA 114 Gripdek Fastener I'A 114 Product l_unlrul No . 95- 113311.116 PA 121 Aluminum roof coating Grundy Industries PA 121 Asphalt emulsion Grundy Industries Insulation fastener steel, VFW Buildex wood or concrete decks Insulation fastener I•r\ Buildex Premium Metal 3" square PA 114 3" square galvalume AZ55 ITW Buildex Plate stress plate •dard Plastic 3" round l'A 114 I'olyolelin plastic plate VFW Buildex 169 ASTM D 2824 Aluminum roof coating Karnak Corp. PA 121 Roof coating Karnak •'ous PA 110 Polyisocyanurate foam / NRG Barriers, Inc. wood I her insulation I) Raul Rodriguez n I Ir I <, • 1111, 111 d r I (, lest Product 1/uticiUion.i Spe_cilic_►tioit E'NRt PSI -25 carious 1-'NIRG'Y -1 various 1:'NRG'Y Plus various PA 110 1:'N RG'Y -1 Plus various L'NRG'ti' various I'A 110 Con -Tite (Fluted Nail) Olympic Standard 3" round Olympic Polypropylene Olympic Fastener OIvrnpic C -R I3ase Sheet Fastener and Plate Fiberglas 1 1 1':\ 1 P.\ 110 PA 114 P.\ 114 Olympic G2 Plate 3.5" round PA 114 3.25" round PA 114 PA 114 PA 114 various PA 1 1 0 Product 1 .eticrip1I!'lt Po'visoCNaitllrate foam insulation Polyisocvatturate foam insulation Polyisocyanurate loam insulation Polyisocyanurate loam insulation Polyisocyanurate foam insulation Concrete deck insulation fastener 3" round galvalutne AZ55 steel plate 10 Raul Rodriguez — l'It 1iICt Control No. 95-11330.06 M al►lI NRG Barriers, Inc. NRG farriers. Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Olympic \lanufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.5" round galvalunte AZ55 Olympic steel plate. Manufacturing Group, Inc. Polypropylene Olympic plastic plate Manufacturing Group, Inc. Insulation fastener Olympic Nanufacturing Group, Inc. Base sheet fastener and Olympic plate. Manufacturing Group, Inc. Fiber glass roof insulation Owens - Conning Fiberglas Corp. Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier 44818 J.I. OT4A I .AM J.I. 1 V7AO.AM J.I. 1V8A4.AM J.I. 1R1A6.AM J.I. 0T2Q4.AM J.I. 0Q6A6.AM J.I. 2M0A4.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM GAF -53 -X -915 R1306 3600.02.95 Test Reports Test Name/Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale 13 Raul. Rodriguez Product Control No.: 95 0330.06 agg 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91 07/16/91 03/21/87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 02/02/95 Membrane Type: APP Deck Type 11: Wood, Insulated, New Construction Deck Description: ' ° /,:" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Insulation Base or Top Layer Approved Type(s): ACFoam -I Minimum: 1.2" x 3' x 4' N/A ACFoam-II Minimum: PA" x 4' x 4' N/A Fastener typq Barrier Board Plus, E'NRG'Y-1 Plus, E'NRG'Y -2 Plus Minimum: 1' /z" x 3' x 4' N/A GAFTEMP® Permalite Minimum: '/z" x 2' x 4' N/A GAFTEMP® Composite, ACFoam Composite Minimum: 1'/2" x 4' x 4' N/A Fiberglas Minimum: 15/16" x 4' x 4' N/A Minimum: '/z" x 4' x 4' N/A Fastening Fasteners Fastener Detail No, Per Board Density N/A N/A N/A N/A N/A N/A GAFTEMP® High Density Fiberboard, GAFTEMP® Fiberboard, Gypsum Board N/A 14 Product Control No.: 95- 0330.06 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Hy -Therm AP, Pyrox, White Line, UltraGard Gold, GAFTEMP® Isotherm R Minimum: 1.3" x 4' x 4' N/A N/A N/ N/A Raul Rodriguez Membrane Type: SBS Deck Type 1: Deck Descriptio System Type E: All General and Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Wood, Non - insulated n: ' °/,," or greater plywood or wood plank decks Base sheet mechanically fastened. System Limitations apply. One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 ° /►. Maximum Design Pressure: -60 psf. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- 1 -1 -MG, N -1 -1 -MGFR, N -1 - -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP 41 Raul Rodriguez Product Control No.: 95- 0330.06 42 Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. Product Control No.: 95- 0330.06 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. 4. See PA 117 for extrapolation of data for higher design pressures. Raul Rodriguez gib /Vg qf 7r / 0 AL GABLES, A. 3313 �� ^'' lf�two: (306) /Je - 3296 Fax: ta96)44I - 6494 LAND SURVEYOR SURVEY OF •w . . �� - e AA-iii , ?9, �rlr Or0 L�ss rue BLocK SUBDIVISION ` IV.S yA1R D[ . ` A�Q77J 7 p4 7 ACCORDING TO THE PLAT T IEREOF $ R DED IN PLAT BOOK No. .___, _.r... S AT PAGE No. TTI PUBLIC RECORDS OF �'-� . COUNTY, FLORIDA. DATE : — .. FOR / i ri20..7 ' LOCATION SKETCH SCALE: 1 " : GO' , 4 . , ( V 0 ASSS / A .5 ra FLOOD ZONE • •THIS 1S A FLOOD HAZARD ZONE E COMMUNITY PAN w • "- PANEL No. [[�� BASE FLOOD ELEV. ��- NOTE : UNDERGROUND ENCROACHMENTS, IF ANY, NOT LOCATED. L /C/Z 206 KELLY, I M sURVEY NO -0 SHEET _/ OF 2 / £irr' // 200' ,lT SUFFIX : LOWEST FLOOR ELEV. 9/5 Ad. 6...9/ `*' 7'5'x'. 4042,-1 IsLog/ , f/ ' THISS IS NOT A FLOOD HAZARD ZONE DATE OF FIRM' / 2 c — HIGHEST ADJ. GRADE : J - 1 hereby certify that .this sketch: of survey of the above described property is true dnna correct to the beet of my knowledge and belief as surve dnd platted under my direction. l further certify that -this survey meet the minimum requirements adopted by th oolety selonal ;Land Surveyors and the Florida Land Title Association aired also CH 21 Hit-6 EA. code. There xeept oe shod. _ , 1. If shown, bearings are to on assumed meridian ( plat ) • nc ( Dote of Field Work? 2. If shown,elevgqtions are referred N.G.V. Datum 1929 '-r tonal Land Surveyor # 4858 3. This is a Land survey. ate of Florida Closure above I : 7500 .'.(Not $.4111d Unless imprinted With An Embossed Surveyors Seal) SCALE I CoO ..... ". .............., Vie ALHAMBRA CIRCLE - SUITE 404 s.._j_... CORA L. GABLES , FLA. 33134 DADE : ( 30e) 444 -not THOMAS J. KE L LY , IN. SURVE N 0.0.98 ISAWb: I 300) 779- 3E99 FAX • (NM 4 41•• 6414 ' LAND SURVEYOR SHEET / Z OF 2 afETCH v OF SURVEY SCALE : 1 2 W nFer-T4-4994 15:03 FROM /) J 09.3 N 5 ' 4 . . tc■ ! "tq ki : ' aso'. CL, 455 buir) et? 4 '00 Zs. 75• (iso fc1P44. a 70- e 0,oa /e.w/ tio (c) TO 7584341 P.O __549. 5,5 ) e# 2/ ag- A7P. 167 Recover System Limitations: 1. Insulation shall be bonded in a hot mopping of approved asphalt applied at a rate of not less than 30 lbs. /sq.. All insulation shall be bonded to a primed surface using ASTM D 41 asphalt primer. Primer shall be fully dry before application of asphalt. Do not prime base sheet if one is present ?. No insulation panels shall be bonded to an existing built up roof with a eravel surface without full removal of the gravel, priming of the surface, and a leveling flood coat of asphalt, prior to mopping of the insulation bonding asphalt. No insulation panel shall be larger than 4' x 4' when bonded to the substrate in approved asphalt. 3. Existing roof surfaces used as a bonding substrate shall be tested for uplift resistance, in compliance with. Dade County Protocol PA 124 to the calculated design pressures of the field, perimeter and corner areas, determined in compliance with Chapter 23 of the South Florida Building Code. 4. The moisture content in an existing built -up roof shall be in compliance with Section 3401.10(j) of the South Florida Building Code. 5. Fasteners shall be tested for withdrawal resistance in compliance with Dade County Protocol PA 105 to confirm compliance with the wind load requirements set forth in Chapter 26 of the south Florida Building Code. 6. In no case shall the fastener requirments for recover be less than the requirements for the deck type in the new construction approvals. 7. GAF Materials Corporation requires tearoff of the existing roof over lightweight insulating concrete decks, except as determined on a job -to -job basis. Product Control No 95- 0330.06 General Limitations: Product Control No.: 95- 0330.06 1. All asphalt shall comply with ASTM D 312 type 11I or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories. Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /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 may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot 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 maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 1 1 1 of the South Florida Buil ;' g Cede. � 168 Raul Rodriguez Product Control No.: 95- 0330.06 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive., approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. 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 at an application rate of 25 lbs/sq. t 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA, Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre- assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of n91 move th 90 I,bf 1' / Raul Rodriguez / . 169 • 170 Raul Rodriguez Product Control No.: 95- 0330.06 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 Ibf. as tested in compliance with PA 105. If F' as field tested, is below 300 Ibf. insulation attachment shall not be acceptable. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 216 ROOF COVERING MATERIALS (TENT) ROOFING SYSTEMS (TGFU)- Continued Incline: 2 ure- 2. Deck: ion ( wood fiber, glass fiber. isocyanurate thane. perlite/isocyanurate (Optional): One or more Ia. r erli a /urethane composite, wood fiber /isocyanurate thane, perlite /isocyanurate composite, P composite, phenolic, any thickness. Ply Sheet: Three Grundy t more ustries 'al MB Aluminum Roof Coating" at 1-1/2 gal/sq. D Deck: C.1 /32 nd Inc Unlimited ure- a, thanee, , p Deck: Lion (Op tional): One or more ood fiber, glass fiber, isocyanurate Insulation (Operlite /u ethane composite, wood fiber /isocyanurate perlite /isocyanurate compoo site la , p p composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Weather Coat Emulsion" at 3 gal/sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following syste multiple Unless otherwise indicated any of the following Single Ply Membrane Systems may utiliz layers of Ruberoid Membrane. Class A- Ballasted Incline: 2 7. Deck: NC Membrane: Any UL Classified membrane used nhacballasted system. or mechanically fastened. Surfacing: River Bottom Stone, 3/4 to 1 -1/2 in. dia., 1000 Ibs /sq. Class A -Fully Adhered Incline: 1/2 Deck: NC wood fiber. glass fiber, Insulation perlite/isocyanurate (Optional): One or more la, perlite /u ethane composite, wood thane, perlite /isocyanurate composite, p composite, phenolic. any thickness. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. "Ruberoid Torch (granule). S Gravel, Surfacing: Gravel, 1. u 400 l bs /sq, d or Membrane: One more layers "Ruberoid Torch" (smooth or "Ruberoid Mop PIS- (g anu e). halt. Plus" (gran • 0 Mop loose laid applied in a flood coat of hot roofing asp S 4 Incline: 1/2 2. Deck: NC a G1, G2 or G3. "Ruberoid Torch Base Sheet (Optional): om One more layers ro Type Membrane: One a or more layers of Ruberoid Torch" (smooth or granule), Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97. 1-1/2 - 3 g al /sq. Incline: 1/4 3. Deck: NC wooer, glass fiber, any thickness. Insulation (Optional): One or more layers perlite, wood fib ib or G3. Base Sheet (Optional): One or more layers of Type smooth or granule), "Ruberoid Torch Membrane: One or more layers of "Ruberoid Torch" ( Plus (granule). Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Coating: Karnak No. 97. 1 -1/2 - 3 gal /sq. Incline: 1/2 4, Deck: C -15/32 lass fiber, isocncnnrate, urethane, perlite /isocyanurate perlite, g I Insulation: One or more layers P phenolic, 1 -1/2 in. min thickness (off -set from plywood y composite, perlite /urethane composite p joints 6 in.). Base Sheet: One or more layers of Type G2 or G3. 1 Ruberoid Torch Ply Sheet (Optional): One or more layers of Type smooth or granule), Membrane: One or more layers of "P,uberoid Mop Plus" (granule). Plus" (granule), "Ruberoid Mop" (granule) Surfacing: Karnak No. 97. 1 -1/2 - 3 gal /sq• Incline: 1/2 5. Deck: NC a G1 (Optional): One or more layers of Type 01 (smooth or granule), "Ruberoid Torch I Base Sheet Membrane: One or more layers of "Ruberoid Plus' (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1.3 gal /sq or Grundy Ind. "20 F Emulsion" mu stun • at 3 gal /sq. Incline: 1/2 6. Deck: C -15/32 lass fiber, 3/4 in. min, isocyanurate, urethane. perlite/ Insulation: a One co or more layers perlite, g isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in min. Bess Sheet (Optional): om One more layers of Type 1, (smooth or ranulul "Ruberoid Torch Membrane: One ne or more layers b Torch" ( h or "Ruberoid Mop Plus" (g anu granu), Plus" (granule), "Ruberoid Mop" (granule) Surfacing: { Gravel. Incline' 1/2 7. Deck: Insulation 15/32 thane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate i on (Optional): One or more layers perlite. wood fiber, glass fiber, isocyanurate I composite, phenolic. Type G2 or G3. Base Sheet: pt 0 00r ): more One layers or more layers of Type G 1 ranule "Ruberoid Torch M e Sheet (Op (granule) . g One or more layers bor01Ruberoid Mop Plus" (g Plus" (granule). "Ruberoid Mop" (granule) al /sq or gavel. Surfacing: Karnak No. 97. 1 -1/2 - 3 g Incline: 1/2 erlile/ j Deck: NC lass fiber, 3/4 in. min, isocyanurate, urethane, p Insulation: One or more layers perlite, glass isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in min. Base Sheet (Optional): One or more layers of Type 01, G2 or G3. "Ruberoid Torch Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), Plus" (granule), "Ruberoid Mop" (granule) or 'Ruberoid Mop Plus" (granule). j Surfacing: "AL MB Aluminum Roof Coating" at 1-2 gal 'ncline: 1/2 Deck: Deck: Lion p (O C.1 / Optional): One or more layers perlite, glass fi 3/4 in. min, isocyanurate, ere• I thane, partite /isocyanurate composite, perlite /urethane composite, e, Sheet", hot mopped r ma c. 1-1/2 nt. n Base Sheet: One or more layers of Type G2 ' GAFGLAS # 75 Base chanically fastened in place. LOOK FOR MARK ON PRODUCT I� isocyanurate, ere - fiber /isocyanurate R001 ROOFING Ply Sheet: One or more lay Membrane: "Ruberoid Mop Surfacing (Optional): GAF 1 Emulsion at 3 gal /sq. 10. Deck: C -15/32 Insulation (Optional): One thane, perlite /isocyanurate Base Sheet: One or more I. chanically fastened in placc. Ply Sheet: One or more mopped in place. Membrane: "Ruberoid Torc Surfacing (Optional): GAF Emulsion at 3 gal /sq. 11. Deck C -15/32 Insulation: 'soy ...crate, 2 mopped or mec' - ically fa Base Sheet: On. ,r more I chanically fastened in plat Ply Sheet (Optional): On mopped in place. Membrane: "Ruberoid Tor Surfacing (Optional): GAF Emulsion at 3 gal /sq. 12. Deck: C -15/32 Insulation (Optional): Isor chanically fastened in plat_ Base Sheet: One or more chanically fastened in plat Ply Sheet: One or more 1. Membrane: "Ruberoid To Surfacing (Optional): GAF Emulsion at 3 gal /sq. 13. Deck: NC Insulation (Optional): [so mopped or mechanically Base Sheet: One or mor place. Ply Sheet (Optional): 0 mopped in place. Membrane: "Ruberoid Tc Surfacing (Optional): "G. Emulsion at 3 gal /sq. 14. Deck: NC Insulation (Optional): Isc mopped or mechanically Base Sheet: One or morn Ply Sheet (Optional): 0 place. Membrane: "Ruberoid Tn Surfacing (Optional): GA num Coating at 1 -1/2 gr 15. Deck: C -15/32 Insulation (Optional): Pc ite or phenolic. Base Sheet: One or mo fastened. Ply Sheet (Optional): Or Membrane: "Ruberoid F 16. Deck: C-15/32 Insulation (Optional): P ite or phenolic, off -set 6 Base Sheet: One or mo fastened. Ply Sheet (Optional): 0 Membrane: One layer o Membrane: One layer c 17. Deck: NC Insulation (Optional): F rate composite or phen Base Sheet: One or mr fastened. Ply Sheet (Optional): C Membrane: One layer r 18. Deck: NC Insulation (Optional): f rate composite or phen Base Sheet (Optional): chanically fastened. Ply Sheet (Optional): t Membrane: One layer Membrane: One layer L ROOF COVERING MATERIALS (TEVT) JOFING SYSTEMS (TGFU)— Continued more lavers of Type G2 or G3 ): One or more layers of Type G1. more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid T )erord Mop` (granule) or "Ruberoid Mop Plus" (granule). !o 97 1 -1/2 - 3 ga) /sq or gravel. Incline: 1/2 ',ore layers perlite. glass fiber, 3/4 in. min, isocyanurate, urethane, ped site perlite /urethane composite. phenolic. 1 -1/2 in. min. al): One or more layers of Type 01, G2 or G3. more layers of "Ruberoid Torch " (smooth or granule), "Ruberoid •ero.d Mop (granule) or - Ruberoid Mop Plus° (granule). Aluminum Roof Coating" at 1 -2 gal /sq. Incline: 1/2 I): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, nurate composite. perlite /urethane composite, phenolic, 1.1/2 in. min. more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or n place. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT► ROOFING SYSTEMS (TGFU)— Continued LOOK FOR MARK ON PRODUCT 217 Incline: 2 Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot stopped in place. mall: One or more layers perlite. wood fiber, glass fiber, isocyanurate Membrane: "Ruberoid Mop FR" (granul(j ioni yanurate composite. perlite /urethane composite, wood fiber /isocyan Surfacing )1)• GAF Frbere Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat ic. any thickness. Emulsion at 3 gal /sq. n more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS PI 6 Deck: C -15/32 Incline: 1/2 Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. y Insulation (Optional): One or more layers perlite, glass fiber. 3/4 fit. min, isocyanurate, ure- Incline: Unlimited thane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. .aI): One or more layers perlite. wood fiber, glass fiber, isocyanurate Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or me- yanurate composite, perlite /urethane composite, wood fiber /isocyan chanically fastened in place. c. any thickness e Ply Sheet: One or more layers of Type G1 "'GAFGLAS Ply 4", or "GAFGLAS Ply 6" hot more layers of Type G 1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". mopped in place. r Coat Emulsion" at 3 gal!sq Membrane: "Ruberoid Torch FR'" (granule) SINGLE PLY Mull R SYSTEMS Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat aced phenolic insulation on may be e used use sed i n any of the following systems. Emulsion at 3 gal /sq. aced any of the following Single Ply Membrane Systems may utilize mu Deck C -15/32 Incline: 1/2 rase Class A— Ballasted Insulation: Iscy 'irate. 2 in. min . wood fiber, perlite or glass fiber, any thickness. hot Incline: 2 mopped or met- mically fastened in place. Joints off -set 6 in. two layers - Isotherm R"', any thickness. loose laid or mechanical) fast( Base Sheet: On. it more layers of Type G2 "GAFGLAS # Base Sheet hot stopped or me- Classified membrane used in a ballasted system. y chanically fastened in place. atom Stone. 3.4 to 1 -1/2 in dia , 1000Ibs /sq. Ply Sheet (Optional): One or more layers of Type G1 '•GAFGLAS Ply 4" or "Ply 6" hot Class A —Fully Adhered mopped in place. Incline: 1/2 Membrane: "Ruberoid Torch FR" (granule). al): One or more layers perlite. wood fiber, glass fiber, isocyanurate, Surfacing (Optional): GAF Fibered Aluminum Coating at 1•1/2 yal /sq or GAF Weather Coat yanurate composite. perlite /urethane composite, wood fiber/isocyan Emulsion at 3 gal /sq. Incline: 1/2 p p • any thickness. y Deck: C -15/32 . al): One or more layers of Type G1. G2 or G3. Insulation (Optional): isocyanurate, perlite or glass fiber, any thickness. hot mopped or me- r more layers of "Ruberoid Torch (smooth or granule), "Ruberoid 1 chanically fastened in place. Joints off •set 6 in. berond Mop" (granule) or ';Ruberoid Mop Plus " (granule). Base Sheet: One or more layers of Type G2 - 'GAFGLAS . #75 Base Sheet hct stopped or me- 400 Ibs:'sq, loose laid or applied in a flood coat of hot roofing asphalt. chanically fastened in place. Incline: 1/2 Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", (tot mopped in place. ;al): One or more layers of Type G 1, G2 or G3. Membrane: "Ruberoid Torch FR" (granule). r more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid 1 Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat bermd Mop' (granule) or "Ruberoid Mop Plus" (granule). Emulsion at 3 gal /sq. Incline: 2 m 97, 1.1 /2 - 3 gal /sq. • Deck: NC Incline: 1/4 Insulation (Optional): Isocyanurate, wood fiber board. perlite, glass fiber. any thickness. hot '1): One or more layers perlite, wood fiber. glass fiber. any thickness. mopped or mechanically fastened in place. Joints off -set 6 in. 01): One or more layers of Type GI. G2 or G3. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Street ", hot mopped in r more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid T. Place. bero.d Mop" (granule) or "Ruberoid Mop Plus" (granule). Ply Sheet (Optional): One or more layers of Type G 1 "GAFGLAS Ply 4" or "Ply 6" hot • 37 1 1 '2 - 3 galrsq mopped in place. more layers perlite. glass fiber. isocyan ate /urethane, perlite /isocyanu Membr "Ruberoid Torch Fibered (granule). u Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat ,rethane composite. phenolic, 1 -1/2 in min thickness (off -set from plyw Emulsion at 3 gal /sq. Incline: 1 - more layers of Type G2 or G3. I. Deck: NC Insulation (Optional): Isocyanurate, woad fiber board, perlite, glass fiber, any thickness, hot I): One or more layers of Type G1, mopped or mechanically fastened in place. Joints off -set 6 in. more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Tit Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. bero.d Moo" (granule) or "Ruberoid Mop Plus" (granule). Ply Sheet (Optioned: One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in Jo 97. 1.1/2 - 3 gal /sq place. Incline: 1/2 Membrane: "Ruberoid Torch FR" (granule). mil): One or more layers of Type G1, G2 or G3. \ Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Alumi- more layers of "Ruberoid Torch" (smooth or granule), ' "Ruberoid To sum Coating at 1 - 1/2 gal /sq. b. Deck: C -15/32 Incline: 1/2 I): Karnak No 97" or "169•' at 1-3 gat /sq or Grundy Ind. "20 F Emulsb Insulation (Optional): Perlite, fiber glass isocyanurate, urethane, perlite /isocyanurate compos- Re or phenolic. Incline: 1/2 .ore layers perlite, glass fiber. 3/4 in min, isocyanurate, urethane, Pal Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. site. perlite /urethane composite, phenolic, 1.1/2 in. min. ply Sheet (Optioned: One or more layers of Type G -1, hot mopped in place. :a1): One or more layers of Type G 1, G2 or G3. Membrene: ' " Ruberoid Mop FR" (granule). more layers of Ruberoid Torch (smooth or granule), "Ruberoid Tag, Deck: C -t5/32 Incline: 1/2 tero.d Mop" (granule) or "Ruberoid Mop Plus" (granule). ( Insulation (Optional): Perlite, fiber glass, isocyanurate. urethane, perlite /isocyanurate compos- Incline: 1/2 ite or phenolic. off -set 6 in. from joints. d: One or more layers perlite, wood fiber, glass fiber . isocyanurate, BssenSheet: One or more layers of Type G -2 or G •3 base sheet, (tot stopped or mechanically anurate composite, perlite /urethane composite, wood fiber /isocyanu PIy Sheet (Optional): One or more layers of Type G -1. hot mopped in place. Membrane: One layer of "Ruberoid Torch (smooth). Membrane: One layer of "Ruberoid Torch FR" (granule) 7. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanu- rate composite or phenolic. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" (granule). 8. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber. isocyanurate, urethane, perlite /isocyanu• rate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot stopped or me- chanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth). Membrane: One layer of "Ruberoid Torch FR" (granule). 52 i MEIN am Nei *WM* leeminps Substrate • °l:r Inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete, See "Lightweight Insulating Concrete Decks,' page 10 tope • Up to 1 inch per foot for lightweight insulating concrete, up to 3 Inches per tool for other decks Materiels GAF Matartats Corporation Steep Roofing Asphalt ASTM D -312 Type iii or IV Base Sheet RU8ER01O MOP (Smooth or Granule) or MOP 170 FR Approximate Weight Per Were Total 145-15510V • Plus weight of pour coat and gravel These specifications can be applied using RUBEROID Modified Bitumen Adhesive. References to cold applied installations require the specification designation to be followed by a "(CA)" to indicate that It Is to be cold applied UL Approvals for cold applied constructions are pending. Contact GAF MC technical Services for current status. General Design and Application Considerations detailed In this Manual shall appty in addition 10 the following recommendations and specifications. Application Recommendations 1 Lay one ply of RUBEROID Modified Base Sheet or GAFGLAS' 075 Base Sheet or one ply of STRATAVENT' Na }table as requited for naltable decks in the case of a fresh lightweight Insulating concrete or gypsum deck. with a minimum 2 Inch side lap and not less than 6 inch end laps. Nall along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 Inch intervals in each row See • NallIng of Base Sheer on page 20 2. Starting at the low point of the root, Tully embed one ply of RUBEROID Membrane In a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of Steep Rooting Asphalt ASTM 0 -312 Type III or IV. The RUBER010 membrane must be positioned to provide 4 inch side laps and 6 Inch end yaps 3 For specd,c,ation of NN 1.1 -MSG, a surfacing of an asphalt flood coat and gravel is required ins flood oat • must be GAF MC Steep Rooting Asphalt (AS TM 0312 Type III or IV) Over the entire surface, apply the asphalt in a unl• form coating of 60 pounds per 100 square feet. White the Asphalt Is still hot, aGCN ass than 400 pounds of gravel or 300 pounds of slag per 100 square 1pp• RUBEROID® Specification N- 1- 1 -MGt, N -1 -1 -MSG and N- 1- 1 -MGFRt RUBEROIO FR 111 Claulficatfon _UL Clasi trilobite • Mee A r` fpc 2. 1 A NO ' r Fo- more extensive classifications, see page 6 UL Chart Rey 1.:6ubstrate = Combustible and Noncombustible !Combustible = Wood planks, boards etc . plywood (min. Is inch thick- ness). oriented strand board (min 7, Inch thickness) lie = Noncombustible only Noncombustible = Steel, poured or precast structural concrete. lightwetgm insulating Concrete, gypsum structural wood fiberboard etc 2 Slope Maximum slope allowed, in inches per toot Bulrutees MOON _ •, t= _yealfication IIUI�JIOID U �ppp ., . N-1-1-MG, N-1 -1 -MSG 12,10 12,10 N- 1- 1 -MGR 12,10 12,10 .4 December 2, 1997 City of Miami Shores 10050 N.E. 2 Ave. Miami Shores, Fl. Attn: Margarita Ref Permit # 41506 & Bond Dear Margarita: As per our telephone conversation on December 2nd. Please be advised that our customer Mr. James Clark of "915 NE 91 Terrace" no longer wishes to do his roof. I therefore need for the bond to be returned to us. The bond amount was for S300.00. If you have any questions, please feel free to contact me. a Rubio ISTUETA ROOFING CORP. ISTUETA ROOFING CC CO54759 • STATE LICENSED- INSURED 7482 N.W. 8th STREET MIAMI, FLORIDA 33126 Tel. (305) 266 -1011 Fax (305) 266 -6484 BUILDING ❑ PL MB NG ELECTRICAL D PERMIT ROOFING J8( 0 J.LA '' Owner of Building Architect Contractor or Builder Lot= G l I BI Address of 115 i� 5 ` .11 F Building 1 Legal Description ption MIAMI SHORES VILLAGE, FLORIDA 19 Dot. q to 4 4 1 5 0 5 Contractor's / License No. Work to be performed under this This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby wh ther show on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or em p o e {�s� / Subdi- vision Permit 49A .F 11004 11L. ocI4L7 • � /41 Sq. Ft / Value of II Amount of , „/L>� Project $� 11 Permit $ ((��'"'ii Signed• t W "" rt/ (INSPECTOR) BY 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, servant or employee. ._2s & 4 ! p 8 e 1 1-0 CONTRACTOR or BUILDER BY AUTHORITY D a t e / 2 / 4 7 Job Address Q /5 /11I / f ' Tax Folio // ^ 32. " `G (D — vo 007 4-or 9 c,e ss N7CT y Fr re f cAI T / r3 Legal Description PL. OF ,� I SeQ y,.��= DQE P 39 -1/ Historically Designated: Yes No Owner's Address Architect/Engineer —' Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION Square Ft. 6, 0 Sign Notary as to 11% an or, My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE vJ Owner/Lessee / Tenant A Q 5 (7 / - API Q5 C / 5rn < 9, 9,/ Contracting Co. T i / % ' / g 0 ) /U r 1-U 0 4 / � 9 Address 2 Qualifier .e C? U 7) C) C !g S S / State # CCC 0 ' b 90 Municipal # 1 44 e of owner and/ ogdo President °:'51t. ., ';'�'F+ cm,' . � , 2YSE A . 4 6 Sr at.' 'Ar A 1 st ogy \' c P C ; .fiat' I f 7e /,0Q9r Date •T FEES: PERMIT RADON C.C.F. (.//9y Phone ■ G Competency # Address Address"' Address Phone No as to Contra My Commission Expires: 1 NOTARY Master Permit # 4 22. to Ins. Co. Signature of Contras or-or ,Owner- Builder i, _I4,ie d - BOND BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIGN g 7 " Q4.e77727 7 . 40( S'PAz O (PM /iv aj W 6rao / a 9 f9PPd 36, /6)4 P-0 g 9 0 ,e ,e )97 J er/5 //i 9/ 6 Estimated Cost (value) /SO V • 0 a WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 re sting construction and zoning. Furthermore, I authorize the above - named contractor to do the work stated. Date APPROVED: Zoning Building 2 ,I/ Electrical Mechanical Plumbing Engineering Contractor's Name. f Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. qa /(O f 2.6.(NF-, , Job Address: 9 ?-2 C 9 , 7 ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft 4,0 Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. A v Ft. A V Deck type: ATTACHMENT Fastener Type: Field: SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ROOF PLAN Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -2 Insulation: Ridge Ventilation? Fastener type & spacing: MEAN HEIGHT Deck type: z Underlayntent: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Cap Sheet: Root C overing: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (PmaxI: x ?1 (Aerodynamic Multiplier): ) - M = M rl: PCA: (Pmax2: x a (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: x ? (Aerodynamic Multiplier): ) - M = M PCA: Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address._ C L. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot r Y t Block Subdivision _ — et _ as- _ .2 7 _ ?Li) Street and Number where work is to be done 1 t 5 _ ' ` • C 2- too. - Chairman Member Member -- - -- -- -- -- -- ---- Council Approved. APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT State work to be done and purpose of building (by floors) 2 ` rj'- A— :. . Date � ,19-20 e No [_ P - 7 -- --- Street_ iv . and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Q 2- - Amount of Permit $ Zone cubage required ________ _Plan Cubage Distance to next nearest building ______Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontra tors, on work to be formed under this permit, as are licensed by Miami Shores Village. Remarks._ (Signed STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. cr, Z r � Permit � Read, Sworn to and Subscribed before me. No.______ __ Disapproved ___ Date_ Notary Public, State of Florida (Signed) --- Building Inspector My Commission Expires PLANNJ1 G BOARD __ _ DATE Member Member Member Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. • t .14•MLa. c. Cozstcroc..-5.1- - g.t fropt. E 4:-1" 21■•■ LLVT Ltj . . --F-- . 4° . fte -a/4P= Wad L hd 5 it/ CoLero I 4 GO it 4:1 ito E.-)//,57°04c,;, brArvi 4 a) —FS- ti—VAttOk ,Rt..puAct. pe_qyt..D p_ bY _aisdk PoRT flok et I e_. rARRA c 4 m , --CgoXs4 _ Aro t. 21. 1170 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores %'illage, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must bc kept at building during progress of the work. Date..- ��y'i1 23 ,_ t ° _ _ _ 19.. T Irs. John Roth N o 915 ` Street_. 91:31. -- Owner's Name and Address _..._...._ --- —••••– Registered Architect and /or Engineer.. -,.... ___• __„- ,__A„ _•.•___._ :_,- _, .. -. Name and address of licensed contractot 3orin'''$t 2o of in . a • 3up t 0o. Inc. . 3710 X.. '+lst. 0t., : - iT., '3 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 915 T'TEL_9ls . .. QC s _ e - I:7_ 11 .s. ..._ 1 C • 1...) J State work to be done and purpose of building (by floors) b_, ::Q.•..Q. o...(1.) .30 rsL .lt :'::l t' nal one (1) r90 -.• . „� a - o 3o )lr.co now cement barrel :.! �i:;r�.__ �a: °_�.ce�. roll roofi.i�� und..r L�1., solar hcat�r. _ .. tile. and for no other purpose. New Building Remodeling Addition Repairs X 1 j 2 S ggo, of Stories 1 To be constructed of Kind of foundation Roof Covering 3emen'i, 73:'.i; rol_ Rile Estimated Total cost of improvements $ 400,00 Amount of Permit t.5. 00 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. 37 0 41st. St. , Lt ��- ,. -a r... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such- :iubcontr ors, o• work t. ;• performed under this pcnnit, as are licensed by Miami Shores Village. / r a Remarks. ( Signed _._ _. g! STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No..____ J(<'C 5 /t9f r . Date Disapproved Date. (Signed) Building nspector My Commission Expires Chairman Mcrrbcr Member _ _...-- •-- -•-- ....__._._. Read, Sworn to and Subscribed before me. PL NING BOARD DATE Member Member Member Notary Public, State of Florida to me well known, Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- in >pcction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials and /or workmanship.