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BP-05-1301
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -47684 Permit Number: BP2OO5 -1301 Scheduled Inspection Date: August 03, 2009 Inspector: Bruhn, Norman Owner: ALCE, LOUISIANA Job Address: 1275 NE 94 Street Miami Shores, FL 33138 -2946 Project: <NONE> Contractor: ROOFS BY CHERRY Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050100090 Phone: 305 - 653 -8542 Building Department Comments RE -ROOF TWO REAR FLAT ROOFS GO BACK BUILT UP MUST RENEW, PAY RE- INSPECTION FEE, AND PAY FOR LOST PLANS/ 6/24/08 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP -4166. No permit available for inspection. 4/30/07 CG. lit a 4-740L4( h.1.• 21 OAAD For Inspections please call: (305)762 -4949 D.,..e. 1 a ..f 1 Q Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 April 24, 2007 Roofs by Cherry 3901 Southwest 40 Avenue Hollywood, Florida 33023 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 1275 Northeast 94 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: April 20, 2007 Roofing Contractor: Roofs by Cherry Project Number: 07 -1308 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative ofReiieh Engineering Corporation 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 40 feet above ground surface. The type of tile used for this project was reported to be Concrete Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation o meets the test req reM nt tit1in d i C al Ye-mention test report for your revie' erencedproject a copy ofour Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have an questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation 116 $7/ ((f) ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1275 Northeast 94 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 07 -1308 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 1275 Northeast 94 Street Miami Shores, Florida Project Number: 07 -1308 Test Number Test Load (Ibf) 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 Reileh Engineering Corporation -- Project Number - 07 -1308 — Page 3 of 5 Test Number Test Load (lbf) Test Status 24 35 Pass 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 a 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 Reileh Engineering Corporation -- Project Number - 07 -1308 — Page 4 of 5 Test Number Test Load (lbf) Test Status 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass Reileh Engineering Corporation -- Project Number - 07 -1308 — Page 5 of 5 ��• 26 28 27 6 4 - 20 40 41 50 51 52 53 98 22 13 14 19 49 39 45 31 4 41 48 46 44 15 2 I 18 17 16 50, 9 24 I 8 58 57 25 7 59 60 30 29 2 55 56 23 12 07 -1T708 55 APR OX. I2OOF SST LOCATIONS ANI7 f7IWN5ION5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING "i MEDVED PERMIT APPLICATION JAN FBC 2001 Permit Type (circle): Building Electrica Permit No. aster Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Nu /Vet- /6` /j' /Z Phone # Owner's Address /27.5" -fra ,"" / sr City flesh.,, $4 445 State Zip -257fJ Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villa • e Is Building Historically Designated YES tie- 'ti5'A)e- County Miami -Dade NO Contractor's Company Nam oCii /3r c `44/e/2Y. Contractor's Address 3 f C � sS YO 142•) City fjr/[?�``l Gc.%"id State (7l Zip 33' °41 ualifier �F-/�� ✓ 5:-C6'• �/ ` Zip (a5)3—&B. Phone #'1.6.r1 8s Qualifier State Certificate or Registration No. CCc 132 SYff Name (if applicable) $ Value of Work For this Permit Type of Work: []Addition ['Alteration Describe Work: , 2 /St 2 � I) R.) 6 Certifica Phone # -3• Square Footage Of Work: /q 0 ['New [' Repair/Replace [' Demolition /Le /7 00. ,Y/t70 Submittal Fee $ Notary $ Scanning $ * * * * * * * * * * * * * * ** * z* ** * ** s�,� Permit Fee Training/Education Fee $ Radon $ Code Enforcement $ Total Fee Now Due $ 3 B2 CCF $ CO /CC. Technology Fee $ Zoning Bond $ Structural Plan Review. $ (Continued on opposite side) Pe z�r rr z Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced As identification and who did take an oath. NOTAR, PUBLI Sign: Ai Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Signature j)Se74?) The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: or =?i Thal My Commission Expires: 40.. Plans Examiner Engineer Zoning Miami Shores Village • Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 FiQEMED SEP 0 Permit No. 6 1331 aster Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical ( Roofn Owner's Name (Fee Simple Titleholder) 4-1 U I (4- ( 1 I- r Phone # Owner's Address 17) S ICE 4 51t'Pe - City ►,(Y)*l State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ID-1 S f,De Cii re City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ! bH C Le, Contractor's Address 0 ( ntO go nve . City Hok State FL. Qualifier Z. r 1 n GliLLYr1 Phone # (Oco `t 2 Zip 33023 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1203 , OD Square Footage Of Work: q5Ds Type of Work: ❑Addition ['Alteration ONew Repair/Replace 0 Demolition }�- Describe Work: j{' =�� 1 C 6r nth r0f rT GA n, O 1p(.° nk, 13o if. u * * * * * * * * * * ** ***************Fees****************************** Submittal Fee $ Permit Fee $ -,1-cD i� CCF $ 4:20„ CO /CC Notary $ Training/Education Fee $ 1.40 Technology Fee $ C:=). Z G. Scanning $ • CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILFRS, 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 constriction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature kt;i6A-- Owner or Agent The foregoing instrument was acknowledged before me this day of Q , 20 OS' -F, by -U 3 j( -- 1 ki r who is personally known to me or who has produced As identification and who did take an oath. NOTAr PUBLI Sign: Print: My Commission Expires: ** * * * * * * * * * * * * * * * * * * * ** Signature C Contractor The foregoing instrument was acknowledged before me this day o s , 20 by 5 clksirci who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: °��,iss m siion # DD227744 ° Dune 30, 2007 14** *AAle"«9taS* ** Sign Print: My Commission E ' ��1j�Parie'toCompetency Holder) A4 Ba A"° State Certificate or Registration No. Certificate of Competency No =744 June 30, IftWelUif******** Atlantic Boncling cep., t . *******************.*************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** * * * ** * * ** ** APPLICATION APPROVED BY Cho 12/15/03 * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Pegi1I qppiikatiojt ForVI ... • • • • •.• •. • • • • • ••.•• - • • • • • • Section A (General Information' "' �.. • • • .•• . •• Master permit No. 5 L v FFrctcests No.: ' • : • • • Contractor's Name Rook f / c. • • • • •' • • • • • • Job Address /•Z 7 - St" • ElrED• • • 5-7 (01 • ROOF CATEGOR . •' Low Slope D Mechanically Fastened Tile = /Adhesive © Asphaltic D Metal Panel/Shingles D ood Shingles /Shale • Shingles D Prescriptive BUR -RAS 150 ROOF TYPE 1 rpe: -Q New iRoof,Retooiing Cl Recovering D Repair i Mainterianrie ROOF SYSTEM INFORMATION Low Slope Roof Area (SF). Steep Sloped Roof Area (SF) /160. • /?0o. Section B (Roof Plan? Sketch Roof Plan: illustrate all levels and sections, root drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • e • • li•• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • .•••• • • �^I' • • • • • • • y, • • • ••• • • • d ••• • •• • • • • • •• • .0,_• • • • • • Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Want pbrplti Rap114at10h Form • • • Section D S#ot e* Rbd tem) /0??5" ,vz' Fy r •••• • ▪ •• • • • • • • • • • . • • • • .. ... •••• ..• •• • • • • Roof System Manufacture zia4 Tit eau _- Z C 71s!$.c, J4 cf' "vez • • • Product Approval number A 060 ,'03' • • • • • • ••• •• Minimum Design Wind Pressures, If Applicable, {From RAS 127 or Calculations): P2: Y7 P3: /p' 7?7 Maximum Design Pressure Product Approval Specific System 0 (5Y Method of Tile Attachment: J° /y ,'i?d ,¢/f_ -/6© Steep Storied Roof-Svstem Description :peck Type: ---- Type Underlayrent: Tin 26 7vPF;f' insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Roof Slope 3 :12 Ridge Ventilation? 1 . a /; #J4 /cs - • vd C4/6' 4°',4) Ailed J I Mean Roof Height,,, j, Type & Size prip Cap: • Florida Building Cdd'e �dtio;QB HIGH Velocity Hurricane Zane Un or 1'Pe rmi#A icatlo,11'brm Section E (Tite'Cakcutaitionrs) :e: . . •. • • .. .•.• ••..• ••• • • • For moment based tile systems, chose either Method i Or 2. Compared the values for M. with the values from Mr. lithe Mr values are greater than or equal to the.M es, valu fw•ea area•of the roof, then the tile attachment method is acceptable. • • • • • • • • • • • Method 1 "Moment Based Tile'Cal'cthat oris Pbr IRAS :127" (P,: yes" x 74, 0.4 7 = /2,if -M. S. 7-1 AMrt (,,2Z Product Approval Mrs (Py j/ x7tan n20:4 77 )- Nis a, -73 Mr* /2 7(/7 Product Approval Mr_____ (P3: W.? x X ®. g7 0 • 677 }_ M¢ kit f3 =Mr:`F.JY% Product Approval Mr 82 •J r Met od 2 t1 S' 1• 11- Required Moment of Resistance r) From Table Below Product Approval Mr Mr Required Moment of Resistance* • Mean Root Height-t. Roof 310 1 15' 20, 251• 30► • Mean Roof He . ht H 40' Z12 34,i 36:t 981 Aerod tunic . • tier 3817 Product A .. , • • 42.2 . 3:13 32.2 33.4 33.4 — ti- :� 37.4 39.8 4:12 30.4 32.2 33.6. 31.6 • 35.1 328 llMIIIIIMI- MArtilth 1Wr". v dth • 37.3 34.9 • 5:12 28.4 30.1 012 28,4 116.0• 28.4 30.8 • 32.4 7 :12 24.4 • 25.9 21»1 28.2 30.0 'Must be used in conjuction with a list of Moment based die systems endorsed by the Broward County Board of Rules and Appeals.. For Uplift basest tile systems use Method 3. Compare the values for F' with the values for Fr . If the F' values are greater than or equal to the F r values; for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tire Calculations Per RAS 127" • • 1: = x w:= ). w: x cos 8: SFr,; , Product Approval F' (P' :... --,., x '1: °t x w:P }• w: X cos 6r* F&..,.__Product Approval F' (P3:,,_____ x 1: = x w :* ).. w: x ©os Ot =F4 . Product Approval F' Where to Obtain Information Desert Ion Whereto find • QTR Pnessure RAS 127 Table 1 .or by an engineering analysis prepared by AE based on . • Mean Roof He . ht H Job She . , .. IIN — Job Site Aerod tunic . • tier i Product A .. , • • Regain • Moment .due to G ' Anachment Resistance — ti- :� �t� Fr ,. Calculated Tits Dimensions llMIIIIIMI- MArtilth 1Wr". v dth J' All Calculations must be submitted to the Buildin, Official at the time of • • . it a» » • • tion • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • .. • • • • • • • • . • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • ... ... • • . • .. • • • .. ... .. • • . • • • • 00 • • • • • ... .. Lir 0,27 h? /s -- II 93 a 12/22/2005 07:49 3052529116 BUILDING CODE COMPLIANCE Ot; rl.Cc.(IICCO) Pit'(oucr CON'I'RUL DI NOTICE OF1flCCEI1 \NCC NO�k Ziun Tile Corporation 13450 SW 126th Street Miami, Florida 331116 ZION TILE COP PAGE 02/06 • • •• •• • • • • • • • • • e•• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• btlANI- AAOECOUNTY, FLORIDA • • • • e • • ME11LO -D4DE FLAGLER BUILDING • • • • •• • • •• 440 %EX FLAOi�Ctt STl-Itt:F'I; SUITE 1601 • • • • • • • • . • IrlM1. t=Lt7RMA .13(30-1 563 (305)'1$ -ztioi FAX (aos) 375-290S •• • • • 00 ••• .• • • • • • • • • e • ••• • • •• • •. • • • • e SCOPE: This NOA. is being issued under the applicable rules and regulations governing the use of construction materials. Tbc documentation submitted has been reviewed by Miami -Dade County Produce Control. Division and accepted by tits Board of Rules and Appears (BORA) to be used in Miami Dade Coujity and other areas where allowed by the Authority i laving'lurisdictiun (Al (1). This NOA slain not bc valid niter the expiration date stated below. The Miami -Dadra County Product Control Division (In Miami DaJc County) and/or the AI•II (in areas other than Mianti Dade County) reserve the right to have this product or material tested for qualify assurance purposes. [f this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Al[l may immediately revoke, modify, or suspend thc usc.ofsuch product or material within_tbcir jurisdiction. BORA reserves the right to revoke this acceptance, if it is dcterrniucd by ivliami -Dade County Product ContrQ1 Division that this product or material fails to meet the requirements of tilt applicable building code. This product -is approved as described herein, and has been designed to comply with thc tl'tbh Velocity l[urricattee Zone of the Florida isuitding Codc. DESCRIPTION: Terracotta Clay Spanish `S "'rile LAItELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state; and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL c4.11.1.1 NOA shall be considered a(ler a renewal application has been tilt•! and thcrc has been no change in the applicable building code negatively affecting the performance adds product. TERMINATION of this NOA will occur after the expiration dale or if thcrc has been a revision or change in the materials, use, and/or manufacture of the product. or p °Dress. Misuse of this-NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any stCtion of this NOA shall be cause for termination and removal of NOA. At)VERTISEMENT: The NOA number preceded by the words Mianmi -Dade County, Florida. trod followed by the expiration date may bc displayed in advertising literature. 1 f arty portion of the NOA is displayed, then it shall be done in its entirety. INSt'EC.-EION: A cola) of this cutire NOA shall be .provided to the user by the manufacturer or its distributors and shall be available roc inspection at the job site at the request of the luilrlin6 Offitial. This consists orpagcs 1 through 4. The submitted tlwaunicntatiun was reviewed by Frank Zuloaga, RRC tIOA Ka.: 02 -0401.05 Ev oirriliun Dale: 9'7/05101' Approval Dale: 07 /05/02 rage 1 of 4 12/22/2005 07:49 3052529116 ROOFING. ASSEMiBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE Roo Gng Roofing Tiles Clay ZION TILE COP • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• • • • • • • • ••• • • • • ••• • • • ••. • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • • •• • • • •. •e• •. • • • • • • • This roofing systctn using •• • to Spanish S „� as manufactured by Antonio Ramon t3otjas S.A. described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in 'compliance with RAS 127 using the values listed in section 4 herein, The attachment catculations.shalt.be done as an moment based system. 2. PRODUCT DESCRIPTION • • ••• Of Manufactured by pnlica d "Spanish S" Trine Pieces 3. LIMITATIONS Dintcusiuns 18" w = 11 •It8" 'A" thick .1= varies w = varies varying thickness Test Snecilcntions Product Description PA 112 High profile, interlocking, clay roof tile. For direct deck adhesive set applications. PA 112 Accessory tri.-q. ir.yncrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 3.1 Fire classification is not part of this acceptance. 3.2 tor mortar or adhesive sct tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perfbrm quarterly test in accordance with TAS t 12, appendix `A'. Such testing shalt be submitted to the Building Codc Compliance Office for review. 3.4 Minirtrurn underlaynt •nts shall be in compliance with the applicable Roofing Applications Standards listed section 4,1 herein. 3.5 30/90 hot mopped undcrlaymcnt applications may be installed perpendicular to the roof slope unless stated otherwise by the undcrlaymcnt rrrateiia1 manufacturers published literature. This acceptance is for wood deck applications. Minimwn deck requirements shall be in compliance with applicable Building Codc. 4. INSTALLATION. 4.1.[ "Spanish S” and its components shalt tic installed in strict-compliance with Roofing Application Standard 1{AS [20. NOA No.: 02- 0603.05 Expiration Date: 07f05 1117 Approval Date: 07/05!02 1■ age Z of 4 PAGE 03/06 12/2212005 07:49 3052529116 ZION TILE•co • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 4.2 Data For Altnchmcnt Calculations • • • •: . . •: . • • • • • • • • . . • • • • • ••. .. • • • • • • .. • • • • • • PAGE 04/06 Tile Profile • - �► • oc,tioti, Spanish S" .• .• .• . ▪ •.4 • Table Z: Restonn fl Moments due to Gravity - M ft -lb Tile. 2 7:12" Profile Direct Deck 6.01 5..,.12." Direct Deck 5.70 6 " :'l2" Direct Deck 5.55 7 ":12" Direct Deck 5.30 Table 3: Attachment Resistance Expressed.as a Moment - M,.(ft -lbfj for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance ish S" Adhesive Set. 82.54' Avg. paddy weight 0.3 lbs. (131.5 grams)of Poiyfoam's Polypro®AW 160 5. LABELING .AN tiles shall bear the i•rnprint or identi 5abk marking of.lhe manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approves. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by eopics.of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 11OA rio.: 02- 0603.05 Expiration Dale: 07/05/07 Approval' 011e: 07/05/02 Page 3 of 4 12122/2005 07:49 3052529116 ZION TILE ILE COP • • • ... • •• •• • • • •• •• •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • ••• • • • • • • • • •11 • • ?ROnLE Di;,aC }�'t�YG• • • • • .•• • ••• • •• •• • • • • • • • • • •• • • •••• • • • • • • • . • •1• • • • .• • • • •• ••• 00 • O. • • • • • • • • • ►• •• "SPANISH S" END OF TIM ACCEPTANCE PAGE 05/06 NOA No.: 02- 0603.05 Expiration Date: 07105/117 Approval Date: 07/05!02 Page 4 and • 12/22/2005 07:49 3052529116 • A. TESTS; S Test Aeency All State Enginecriag & AV -27 Testing COUSUllant5, Inc. Ali State Engineering & AV -33 Testing Consultants, inc. Test Identifier B.OTHE R ZO J114., CO • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • .• • ••• • • • • ••• • • • ' ••• • •• • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • 000 ••• • • Test IYatnc/I port Pak •• • •• •• • •• • •• •• •••"p � IIi • •• • • Jan. 1999 • • • • • •• • • •• • • • • • ••• ••• 1. Notice of Acceptance number 02- 060105 B-[ PA 112 May 1999 • PAGE 06/06 Section C Low Sio FM in Specific Roof Assembly andidentify Manufacturer (larcomponent is not used, identify as /1k) 'System Manufacturer: 14- IVA No.: Design Wad Presume, From RAS 128 or Calculations: Z' 6 Prtiaxl:W., 2 Pmax2 Pawed: /2% 3 Roof S stem Fat.0.01*. 441404. ;AillP1441$6:Stleet F*12 SVPL•aP.11,:r .4— cc ittaktuieis, cornai'LL:oo tAnkiiiiv.:‘,Lit* C. i;c • . Number of resit:tiff IfisUltdion • • • • • • POarli : Max. Design Pressure, From the Soma NOA •• ••• • • • • • •• Field.1. ti Perimeter, .14,itt Coner i./ • • •„„4... Tyra; / X 6 77'4' GaugaffNariese &row h 04; i2 AncoodBasssneet&No. of Ftg* Ai 14 Anchort8ase Sheet Fedex:Aran Mated& Insulation Base Layer: "1 Base Insulation Size and Milanese /V*14 Base insulation FestonedElm, Weds* Top insulation Laiyer: Top insulalion Size end Milanese A Top Insulation FastenerfilondOrriah Base Sheet(*) & No. of Ply(s) 23 ,&4$ • Base 14 Vi e21712 mitre rd ews ply She.** & No. 01 plymert1/C/45.$ /7 V a ar Pt! Sh" Fastelaand/17570r e 4,Rn/qv Top Ply: 8/455 C.44P6Aria- Top Ply Fastened Sandhi!' Mated* liar /ism./ r- DetaSs as Applicable: . • WoodblOcIdng, Gutter, Edge .Toimkollok. Skipping, Flashing, COrltillUIVI Cleat, Cant Strip. Base Pasting. Counter-. Fbshing, Coping, Etc. WWII: Afton Root Height, Parapet Help, . Height of Base_ Flealdre,.,Cooponent Meted* &Medal. Thidmess, Fastener Type, 'Fastener Spacbig or Submit Manufactwers Details that Comply with RAS 111 and Chapter 16. Surfadrog: /L114- 76—,(34-,se 6.Age 0117? Self rfiva011 6a~ W(#€t/j Aileakt Did liii4t szeiP Pl FT. a /a 77-c, Mew Root SCUM l 524 .:• ... .. . • • .. 15241 Al it pertains to Ns eead section, is the � of de ..te:p t owner with. .. • he retailed leenelluadt. end to explain to the owner dm coded ofdd ere .. taxtabee6fdateer 15 ads Awl& Beldbw eLak lietkilig .the minims requkentents and standouts Odle Warty IN roof system indallstione. tea►. the Mowing items should be addressed as pat of tie waned owner and the etintractor.The owner's initbd in the dissent box indicates dist the item ins been L ,_. 'dlotlo nsge ldpc Tde. a tp� pnwidoas ..td.. M .+ .- are �-dNttli -e airmeear mid in iirieaios mid waiter premiums standar& Aesthetics fai" a (appearance) Was are not e Imes rioter or eatnntl with w� • appeee�oR Clete are not patt.ata zoom rodR *add • aid odae:peetorthe betw�eeia the o GS ' 2. Reselling Wail Decks: heu roofing .NOOd coot deck mj haw a to wed n aoedaws.� the extent of Cbspter 16 (High Velocity Ilerricene Zimes) of the Snide Code. (The cafdeok ►eoncestedpraor 431111 b removing the existing rootsystna). i 3. Co 3. Common coolness those which have.no din betweaunsiSbboring. units it'a' tornthouses. ocedetnbiun e, etc.). Lt Wilding with comma cootk, the roofing contractor and/ee oeenmer should noddy the occupants of aliment unite aortas* wak to be pethrined. 4. &posed, open beam Collins's.. where Ciao underside of the rat dealing can be : . viswed *an below. 71ie owner may wilt to naiintain tae architoo l appearances thentbres pemetcadoas of the underside of the decking may not be acceptable. The ran nfu option of manta this appearance. Cbde pecatidea the • & Pontling Wets i The anent roof system andf r deeekrif the • cause water a pond (eio ) .ham a of the Pending be an of distress aid grey mike this mica of a prothesienal stnwtoed engineer. Pending saw shorten the espectenoy and pedbanase of the new sooting warm. rading aondiliocs nay not be evident d-the origindlooting extents ranoved.Pondlog 'editions s ibeestreot d. d"' Overflew sawyers (wail outlets): It is NOW that rainwater' flow off sir rO at the ad is not oredoeded:hons a boild sly dialer. Perimeterredge was or other soot extensions ohy block thie Verde e000edsaawhhdaPiands are not padded. I be A00�7 to hatsli wallow ammo in Code, Plumbig, 14-4 Vattikikau Most ,roof elnichnco ehodd hew eons .bidgr• to vent said airflow the 'Odor Ow t weedily . The amount of Me ventilatien ahall act be toot =gibe bas d to oonelder additional ,,,e0eg widah can result is emending the Wks Motes • [at! Dile it/r OwneedAgant's Signature Date riccA/k, ROOF COVERING MATERIALS (TENT) ROOFING SYSTEMS (TGFU) — Continued Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoa 303"; 1 in. min. Base Coat 0ne`or two applications " Gacoflex UB- 7050", applied at 1 gggal/sq/application or three applications, applied 1 -1/4 gal/sq/application (16 -32 dry mils). SSurfacing: "Gacoflex UA -65 " Series (various colors), applied 1 gal/sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Potyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050", applied at 1 gal/sq/application or three applications, applied 1 -1/4 gal/sq/application (516 -32 dry mils). urfadng: "Gacoflex UA -60" Series (various colors), applied 1 gal/sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat "GacoSil S- 1000", applied at 1 gal�//sq (10 dry mils). Surfadng: " Gacoflex 5- 1000", applied at 1 gal/sq (10 dry mils). 32. Deck: NC Incline:1 Foam: "Polyfoam 251" or "Potyfoam 303 ", any thickness. Surfadng: " Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Dada NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat " Gacoflex A- 6211 ", 1 -1/2 gal/sq (14 dry mils). Surfacing: " Gacoftex A- 6200" series (various colors), 1 -1/2 gal/sq (14 dry mils). GAF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE N.1 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia - Pacific "Dens - Deck*" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6") in the Class A, B or C roof systems indicated. below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stratavent (Vent -PLy) perforated" or GAFGLAS Stratavent (Vent -Ply) for nailable decks". Perforated to be mopped and nailable to be mechamcaUy attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS Stratavent (Vent-Ply) for nailable decks") may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS PLy 4" or " GAFGLAS Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically Unless otherwise indicated, allinsulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITE*" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems Listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and " GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation' (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ ROOF COi1biINti.MAeiRIAt4 citti) : • „ 135 • • • ROOFING SATEi4S (TGI-UConi3nued urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Three or Imre laYers Type ;GAFFLAS PLy y" or " GAFGLAS Pty 6 ", hot mopped. • • • • • • • • • • Surfadng: Gravel. • • • i i • • • • • • • • • • Deda C- 15/32 • • • • • Idling 02 • • • • • Insulation (Optional,: One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wooad. fiber / isocyanurate composite, phenolic, any thickness. •• ••• • • • • • • • Ply Sheet Three or more 4ayers iype 61IGAFGhAS:Rlyi4" oe 5GAFGLAS Ply 6". • •• • • • • • Cp Sheet One layer Type•G3i% iF&A. Mineral Gurracecit bap Sheet". • Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheets Two or more layers Type 61 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One Layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". • Dada NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. • Dada C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet' (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 " GAFGIAS Mineral Surfaced Cap Sheet". • Dada NC Incline: 3 Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS .Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Dada C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck C -15/32 ' Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Dada C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet', hot mopped. 2. Dada C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite/isocyanurate composite, pe lass LOOK FOR MARK ON PRODUCT 5. GAFGLAS® Specifications N- B- 4 -M/P6 . and N -B -4 -M North, South, and West Zones Naliable decks up to 6 inches per foot slope, except for lightweight insulating concrete decks which are limited to a maximum slope of 1" per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable naitable decks. For lightweight Insulating concrete decks, see page 9. Materials Sheathing paper (1 ply, 11 required) Base Sheet GAFGLAS Ply (2 piles) GAF Materials Corporation Roofing Asphalt Interpna Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approxlmate :Weight per Square 175 -250 lbs.. Specifications General:: 4 Deeigri and Application Condderafions detailed In this Manual shall apply in addition to the fotfowing recommendations and specifications:: Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap � s each stmt 2 Inches over preceding sheet. Nail sufficiently to hold In place. '' • 2. Starting at the low point of the roof, lay one ply of Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at Intervals not to exceed 9 inches and stagger -nail down center of shunt In two rows with nails spaced at 18 Inch Intervals in each row. Use fas- teners with integral metal heads at least 1 Inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions' below.) 3. Starting at the low point of the roof, mop two piles of GAFGLAS Ply shingle fashion; lapping each sheet 20 % Inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Interpiy moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with • a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the ' slopes involved must be used: •.• . • • ••. • • .•• 00 • • • 00 • • •• 000 • • • • • • 0 I« .. • • • 000 • Slope per foot • .. • Asphalt Type • • Up to 3' • • • 1 .'teed4ST10fl 1 IIl0 • • i i 3 "- 6' .u> • • • • • • HT-Step AVM Typa jy. • • • On slopes up to 'I, inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico. Arizona, and California. •• • ••• • •• • • • • • •• Surfacing • • • • • • • • • Apply GAFGLAS Mineral Surface() Cap Sh8tt( In"al dird4nc)) wIIltQre aartication instructions on page 20, so that th ps a Coffget tht labs i1 IHbo y sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. . Acceptable Base Sheets include: STRATAVENT" Nallable required for freshly poured gypsum decks, GAFGLAS #75 Base Sheet, RUBEROID" Modified Base Sheet, GAFGLAS• PLY 6*, and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper Is required. 3. See 'Nailing of Base Sheet; page 19. 4. For roof slopes of 1 inch per foal or more, all ply felts must be back -nailed 4 inches in from the back edge of the felt. See "Installation on Steep Roofs; page 10. 111 Classification ' UL Class A A B Substrate Slope C 2' NC 3" .. 0 3' /i UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "iv inch thickness), oriented strand board (min.' /: inch thickness). NC = Noncombustible only ' Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per-foot. Specification N- B- 4 -M/P6� N- B- 4 -M/P6 N -B -4 -M Guarantees Available Liberty Guarantees 15 yr. West Zone only, Wood hecI r 15y Lightweight insulating Concrete. (See page 9.) 12, 10, 5 yr. 11!10/2003 08:46 FAX 9736283856 TECH SERVICES . 11-4-14tP P J c, I FADE BUILDING CODE extort ANCE Oil (aCCO) PRODUCT CONTROI•DIVISION NOTICE OF ACCEPTANCE (NOA GAF Materiel Corporation 1361 Alps Road Wayne, NJ 07470 .... • • .... • ... • • • • • • .... • • .. ... .. '1o01 .... • • .... • ... • • • • • • • .. DcOTY, F.ORiDA 140 Wpt ; MAT, 171(.0k1D 33119-1.163 (305) 375-2901 FAX (305) 375-2903 .. ••• • • • • • • • • SCOPE; • the use of ma ts• • This NOA is being issued under the applicable rules and t egudatiaes.govee g the use o ding Code and Product T l The documentation submitted has been reviewed by due and by Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ABJ). This NOA shall not be valid after the expiration date stated below. The MiamiDade County Product Control Division (In Miami Dade County) and/ca the AM (in areas other than Marti Dade County) reserve the right to have this product or matexial tested for quality assurance purpos . If this product or material fags to perform in the accepted manor, the manor will incur the•expense of such testes and the AH1 may immediately revoke, modify, or suspend the use of such product car material within their jurisdiction. *BORA reserves the right to revoke this acceptance, if it is deter by 1VRami -D de County Pmt Control Division that this product or material fails to meet the requiremonts of the applicable buildnugcode. This product is approved as described herein, and has been designed to comply with the Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built—Up Roof System for Woad Deck. LA.BELINGI Bach unit shall bear a permanent label with the mfr's name ce logo, city, state and followh,g statement: "Miami -Dade County Product Control Approved ", un1ess otherwise noted herein. REAL of this NOA shall be considered after a renewal application has been died and there pus been no charge in the applicable building code negatively affecting the perfonnance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Nfisese of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tote this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to tie user by the manufactu er or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA d02- 0408.Op and consists of pages 1 through 21. The submitted documentation was reviewed by Prank Zuloaga, RRC NOA. No: 03- 0501.05 tan Date: 11/04 /08 Approval Date lO 3/03 rage 1of21 11/10/2003 08:47 FAX 9736283856 TECH SERVICES e1002 Deck Type 1: Wood, Non-insulated Deck won; i91 or greater plywood or wood plank decd System Type E (1): Base sheet mechanically fastened. ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• . • • ••• • ••• • • • • •.• • • • • • • • •• • • • • • • • • • • •• • • • • • 0 • • • • . • • • • • • ••• • •• • ••• •• • • • •• • • • • • •• All General sad System Limitations s apply. • ••••••• • • • •• Based •OAPGL AS #80 Ultinant Base Sint,, STRATA T® BIhninator ? tM Nailable, RUBEROID /vIodifsad Base Sheet, RUBERQDDO 20, RUBEROID SBS Heat- Weld'' Smooth or RUBEROID SBS Heat-Weld 25 base sheet . mechanically fastened to deck as desca hed below; Fastening-Option: •GAFGL.AS® Ply421,43AFGLAS Flex Ply' .6..GAFOLAS•#75 Base Sheets any of above Base sheets attached to deck with approved muter ring shank nails and tin caps at afastener spacing of 9" ma, at the lap staggered and in two rows 12" oc. in the field. (Moximum Design Pressure -4514 See General Lbnitation CARMAN, Ply 40, GAFGLAS Flex Ply"' 6, GAFOLAS #75 Base Sheet or any of above Base sheets attache: to deck with Drill-Te (OAFrrrE) #12 or #14 Screws and 3" Plates,12" 0,c, in13 rows. Chia row ism the 2" side lag. The other rows are -equally spaced approximately 12" o.c. in•the ftehd •of the sheet. (man Design MUM -45 pi See General Limitation #7) • MPG AS Flex Plymi 6, GAFGLAS •#75 Base Sheet or errs► of above Base sheets attached to deck with approved annular ring shank nails and 6n caps at a fastener spacing of 9" o.c. at the 4" lap staggeie4 and•• n two rows 9" o.c. in the field. (Maximum Design Pressure -82.S pif, See General Limitation Lion #7) GAFGLAS #75 Base Sheet or any of shove Base sheets attacbed'to deck-with . Dsxll Tee (GAFITT.B) #12 or #14 Screws and 3" Plates 12" o.c. in 4 rows. One row is in the 2" side lap. The other caws are equally spaced ealzo imately 9" o.c. in the field of the sheen. (M r Design Pressure -60 psi, See.Gefieral Lbskation #7) Any of above Base sheets attached to deck moved annular ring shank nails and 3" inverted Drill -Tec (GAF IITE) insulation plates at a fastener •af 9" o.c. at the 4" lap staggered in two rows 9" in the fold. (Maximum Design Pressure -60 psj; See General Limit/sibn #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with i l Tec ({,arm) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the Beld.af the sheet, (Maximum Design Pressure -75 jug See Geaend Limitation #7) Ply Sheet One or more .plies of GAFOLASO PLY 40, GAPGLASO PLY 68 ply sip, #80 Ultima, R' JiBERO1D MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied: within the EVT range and at a mie.of 20- 401bsisq. Cap Sheet (Optional) One ply of •GALAS® Mineral Surfaced Cap Sint adhered in a full mopping of approved asphalt applied within the BVT range and at a rate of 20- 40lbssq. NOA No: 03-0501.05 Ezpiration Data 11 Approval Datedt 3 Pape 18 of 21 11/10/2003 08:47 FAX 9736283856 Surfoinv TECH. SERVICES II 003 4100 • • • •00 • • • •• •. • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • 000 • • • • 000 a • 0041 '• ••• • • • . . . • • • • • • (Required if no cap sheet is used) Install one of t f0>#o4it : • 41 • • • • • 1. GAP Sp n Roofing Rit n with an .rile of 2O • w • . • application rate of 1.5 gal./sq.; or GAF WEATHER COATI Enagsion (Matix 305 Meted Barsdsion).w; h an aglicatit0 rapt 3,,plJvqy or tq p Fibered Ahun i =Roof Coating (Maixii Sysibit Pt° N1Ink .' Roof Coating Plbeaed 301) with an applicadm of 5 ,. t, ' :: off" 2. Asphalt flood coat at an application rate of CO ll�s.ieci. ! P slag with an application rate of 4001bsJaq. & 300 lbs./sq., respectively 3. Top Coat Surface Seal SB .(Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAP WeatberCote or WeatherCote LOWVOC died at lute of 14S •gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 000105 Expiration Dora 11/04/08 Approval Date:1Of Page 19 421 y10/2003 08:48 FAX 9736283856 TECH SERVICES Cj 004 ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ••• • 000 • • • WOOD DECK SYSTEM • • • 1 A slip sit is ndtp�ed with P1Y !4: and Flex y.6 �► used as �► matt fastie • • : • anchor sheet. se, X board is acceptable to be installed directly oven the 2. Minm� �/a Dens or Type gypsum • • ... • • • • • • • • • wood deck . • GENERAI. LI ATATIONSt • • ••• • • • • • • • 1. Fre classification is not part of this acceptance, refer to a daunt Approved Roofing Materials Directory for fan ratings .of this reduce attached with 2. Insulation may be installed in multiple layers. Tiro first layer shall be atm n c Product Control Approval guidelines. All •other•layers shell be•adhemd in* fuller of approved asphalt applied within the BKPT range and at ante of 20-40 lbsJsq•, or mciirmioally attached•usingthe fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical. attachment. When applied in approved asphalt, panel ties shall be•4'x 4' maximum. all applications over clored cell 4. An overlay and/or recovery board insulation panel is mgnimd t n's o er sheet foam insulation when the .bases sheet is fully mopped- If no recavory board shall be applied using spot mopping with approved asphalt, 12" diau'ater circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap anti. one do nn the .center den shut .allowing a continuous area of ventilation. Encircling snips e. A 6" break ehali be of ismot� placed every 12' in each ribbon tit allow moss vemilaticsa. AsPbalt •applicatiton of either system shall be at a minimum rate of 12 lbssq Note: Spot attached systems shall be limited to a max design premure.uf -4S 5. Noma spacing for insulation. attachment is Rased on a Minium Characteristic Form (F') value of 275 •lbt, as tested in vompliance with Tristiag Application Standard TAS 105. If the fastener value, as field, are below 2751bf insulation attachment Shall not be mt is based 6. Fastener pacing for mechanical a k tttachme.n of anchor/base sheet or membrane attachment on a m m fastener resistance value in conjunction with the IL1112alEum design value listed within a specific system. Shoaldthe fastener melamine be less tenths required, as determnedby the Braining Official, a revised fastener spacing, premed, signed and sealed by a Florida Rem t Architect,.ar Registered Roof Consultant may :he . Said revised fastener spacing shall u a'h'ze} saw the withdrawal resistance value taken from Testing Standards TAS 105 and Application maid RAS 11.7. calculations in compliance withltoafmg APP' " 7. Perimeter and cornea areas dal comply with the enhanced uplift pressure reeirisements 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 is spedftealli referred within this NOA, General Limitation-0 notbe•applicabb;) 8. All aunt and sizing of perizeeter nailers, metal profile, and/or flashing won desigos rQ_ s 1•conforin with Roofing Apples Standard RAS 111 and applicable wind load requ4y -- 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, pis, and corners)_ Neither rational analysis, nor extrapolation .6 i be permlited for enhanced fastening at enhanced pressure sees (Le. perimeters. extend corners and comers). (When this limitation b specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. M1 products listed herein shall /rave a•quality assumnco audit in accordance with the I orida Building Code and Rule 9B -72 of the Florida Admiobtrative Code. END OF THIS ACCEPTANCE NOA No: (04501.05 Igspholloo Dam 11/04/08 Approval 1 e:101233 }fie 21 of 21