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RF-08-1293
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/08/2008 Inspector: Rodriguez, Jorge Owner: PEREZ, JOSE & GWENDOLYN Job Address: 315 98 Street NE Miami Shores, FL 33138 -2409 Project: <NONE> Contractor: OCEAN BLUE CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Block: Phone Number (305)754 -3093 Parcel Number 1132060135620 Lot: Phone: (305)234 -6065 Building Department Comments RE -ROOF TILE TO CLAY SPANISH "S" ROOF TILE & RE -ROOF FLAT TO BUR CAP SHEET Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 89934. CC REPAIR BRONKEN TILES JR 09/03/08 UP L2rFT- s i r J e (Ds . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, September 5, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 LT-.0 M117277 ) C JUL 1.6 218 BY: ii, Permit No. 605K. 0 12- 3 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing_) Owner's Name (Fee Simple Titleholder) doe. if t34NIdki PWV Phone # 365. ?54. 3093 Owner's Address 315 ME ctt attee{- City 111«ffli SkraYlts State 1 100 (la Zip 33133 Tenant/Lessee Name MIA Phone # Job Address (where the work is being done) 315 ME 9$ S1Y¢th City Miami Shores Village County Miami -Dade Zip 331$ FOLIO /PARCEL# ll-- 360—013, -' b20 Is Building Historically Designated YES NO Contractor's Company Name OMNI 3lve etNtfi'(Ati(WS 1 ( • Contractor's Address 10440 SA42 lKto ¶(j . City Phi knit State Qualifier Name batnitt NI Sot State Certificate or Registration No. ( d (2(411'51 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # 305' . 234. le0(0 tovi da Zip 33151 Phone # 30,5'. 234 • (Dote S— Certificate of Competency No. N 14 Phone # ld,9oo Square / Linear Footage Of Work: Zion' Type of Work: []Addition ❑Alteration []New ['( Repair/Replace ❑ Demolition Describe Work: R2kuf- Tilt 40 Maxi Spavii611 "5 a 2001- 'C tl-c. Rabe* F(ctf 11) butt Cap St4A- - ***************************************Fees************, * * *, *, * * * ** ** *** * * * * * * * *** ** * ** Submittal Fee $ Permit Fee $ B-00 �� ° CCF $ 1.0 CO /CC Notary $ — Training/Education Fee $ 2 { Technology Fee $1 • SO Scanning $ �,` oV Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 524 •10 See Reverse side --� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a 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 suc osted notice, the inspection will not be approved an pection fee will be charged A iereZSignature g ent �L' P 6 .20 - L/ 7, / �— Contractor The foregoing instrument was acknowledged before me this 3iLl The foregoing instrument was acknowledged before me this IS- day of 6 , 20 O s- , by Jt7S eeT , day of SALI . , 20 & , by to k Si:) i l who is personally known to me o�who has proed ducIN- o is personally k nown me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: .f osiE. Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) SEMARIE P. LETHBRIDGE . MY COMMISSION*DD493827 for O EXPIRES: Nov. 27, 2009 Plans Examiner Engineer Zoning 1 HIGH-VELOCITY HURRICANE ZONES Tris7E:3E7se7..,Y7 Florida Building ettitie Edition 2004 FilphAletodty Httrrimina ZOIr Urilfoyi - (16 JUL 1 6 no BY: ... Master Pormff:No. • p:ro.e A::(00.110r1Arifortitatioil) Contiactiak,sisiamtt 00244 Ely( CAThiraoftn*/ lytA, .tob 4.ddi-Asa 15 qq, *wt.. .40n,. fL 3Ne 100.61144014000itietitf.10 . OttaftAkiiitiivy,;: • r-i 10.04.1. 10.1.4ts):04";StifY.0110:, 0 'Pip,o.•414.iiv.*0.0ti: : 1\3c> 00.0' 1344w $.1.000, AssatAidc gjOnfjiiie: 0 New .Roof 52/gerbOlint D.R�vedn O. 0 Rep.* ROOF::.:ssiittem iNFORMATION Lai/it...St(*) wietArea t$.F) glean/04)00d •Rdelf !Aro (SF} i4stat..(SEI • ..•.• • :•.....• •• ... • 300' 2400' Z3001 .§septiotE.11 (Ro.of Nan) Sketch 8.5g.ifs,P.10.i.);... 1414t.rafe..alf lotc01*-.atuf geotions, roof- 4rOftish: 0) oporsi overt", scuppers and oyertlq.vir drains, tri.ciuoe torrt.erisipus of AA0flon And tAtitsio".06Aily.."" .• . ..... .. . .. titenttik...dinieneluiis.ut.ele.vated • ressure zones And incatian.:of • • Ai* • iris • • • 1 ......I..-. 4.4-0 •-•,•-•4-4•••i•-.----r. --4 ,-1. - rt-1-44- f-i:141.11.,{:f..!. • • • • HIGH-VELOCITY HURRICANE ZONES • . . Florida 14.11.ktin Code:Etlit(cm 2O:04 . lithiletOditY*Hurtenelonsepnitorm Permit Ap011ealfon.Form. ac ion 414)1ArSloPe:Ap111100#011) FnaOlhar Si 06mi forAntnnimasei shoot Attadhment Fill inlpedffic Roof.Asserribly Components anti ittOrittly Mari idanturcir (ff,astornpehent ttlehtiftsass 'NA") F1e1c1:2 o; ' yeteirrf.vlanufabtOrer: cotf.144.kvi6%t COT. Perimeter: NOA n omer: 4 "o tleeigo,Wiod Preseures, Ftere-RAS12.8'orsCalcutetIons: .Ps zv 0,„0„3„ tit4.3 Mek,desigivPressure..OroThe.Spedifto:NOA aYetem: . 4/e. Beek Type: . 4t\A9OCI Gaugejnbleimees: 1" Siepe: . I lg.!! rrl- Anchor./Bae:Sheet`SeNo. cif Ply:(s): ArithoriBaseitheet Fa&terter/Bantlin0 0 A- ft-mutation Rase Layer:. ttate.:Ineutetforr,Sike,sand Thiekneia:, t1/41R- BaseqiisolationT.aateriet/Bendihglvtateriel: Teplestilatfontayer:. I PA N To I hatilati*SiikariirTfircknes: 1;4P,IrTaiieliori'fa$terJer/Boncling'IVfateriaf:A.. 13.eree."Stleet(e);A:Nci„,Of .(4:764 0,4 se:".81Ioeffeeterterigen,tiingsf(ilaterial: ( , i% [LW v•S, 00.1i "hi\ Ccy 5 • 9 Of PlyrShett(6)..:8046;;ICif MAO:. 4¼(4, f1/9411q5e? A(fasteriert.BOrtiO. ater1€11: 141* KIVP,Vfetk SOrfata Cy , T Fasteheet kiteeklinile "P • v4 'bit t( %oribangl' .. kvann.00 FLORIDA BUILDING CODE — RESIDENTIAL Letqlt.Rov.fs .p.,#,Rowv 1+.0c Ntgriklersof 0-astennm!.Perinsutaiiion 1§0atil FiGId Peikneters omet t444.• Illystrato.,00MpanOntg.Notedvid Da.411s•..::APtifir;201e1 WoO010.Oking, Oottgr, Ecioe TerniinatiOn, Flaatrri§, Ole0t, Gant Be Fiashing, .C.hunter- Hashing, Oct, Incilnate: Mean Reef Height,. Parapet :Height, skteight Of Rase .5Iashing, cor.nppnent Materiel Tfiricknese, PaOte.ner Type, Fastener Siltimrt Wandadorers Details that ZernpV.vith.RAS • • s..triti Mager 16. 7 .0 DrA ‘11\1 • • • • • • • • • • • • • • • • • Parapet H4g4t.:. • • • • • • • • • • MI/ T1D tkit,t7d • • • • • • • • 44.21 • HIGH-VELOCITY HURRICANE ZONES . , Florida Building Code Edition 2004 HiQh'Velo.c4ty Hurricane Zone Uniform.Perrnit,Applicatiensforra: Section 0 (Steep Sloped Roof System) Roof System Manufacturer : Copia ,,C ac-A- Corprakiovi Product Approval Number: P(0— 01 OS . I( Minimum Design Wind Pressures, It APIllicablia (Ftorn:RAS 127 br talcultittiOn0 pt Maximum Daaign Pressure Product Approval Specific System: ' Method of tile attachment P0k67(Ayvi fQj Roof Slope; 3 :12 Steep Sloped Rckof System Description Deck Type: ( sop T wood ype Underiayment. •Insulation: '5o# ooirn ftti- • •••• • • • •• • ••• • • 10 •••••• •• -Fire Barrier: Ridge Ventilation? CcrAkinovs to( • •••• • • • • •••• • O. • • • •• •• •• • Fa te.ner Type & Spacing: •dhesiveType: A Mean Roof Height: 141 -••••••. • it 4 "r.5 IS ‘It‘( 1(4 P5.1fif*, • • : tit& imov IP( 0p14.0.71-i- •• • • • • •• • ype Cap Sheet: oef Covering: NtirVS ROOff at Type & Size Drip dge: 3hi4p Ot%) LA-1(o[u • • • • • • • • • • • HIGH-VELOCITY HURRICANE ZONES Florida Minding Code. Edition 2004 h Velo6ity.HurdcanoZonsUnifantrkrmitAppilcationForm. Section E (Tile Calcutationsl For Moment based tile systems:, choose either Method 1 or 2, Compared the:values for MrWith the values' fr-om Mr. 1f. the mf values are greater than or equal to theiVir values, for each-area ofthe-roaf.,then the:tile,attachment methed is acceptable. Met1attd1 "Moment Based The Caleulatiolis.Ter RAS 121" (PI: 0,241, ,= 11%n)- Mi 1S 345 Product Approval M, 4,5 x24.20/ 'M-a Product Approval M Z 5 lx074a= mg: 5 =Mr3 Product Approval M, Method Caiettla Ter Ttible :1410W Required:Moment of Resistance (M,)•Fr.ctro fteiCYW Product Approval M, Ilk ROgyired Moment Rtni taut' Mean Roof Haig t 15' 20' 25' 30' 40' Root Slope 212 34:4 36.5 35,2 391 42.2 3:12 32.2 344 WO 37.4 30,8 4112 30.4 32.2 33;8 36:1 37.3 5:12 2E44 30.1 31.5 32,8 34.2 6:12 20 28:0 20.4 305 324 • Product Approval 24:4 259 271 26.2 30.0 *Must be used in. conjunction mith.,a.11$ ni...ounnent::baset ffls stent$:,endometi" by..tbe &reward County Beard-OrIttites and.Apals. •••• • • For upp based tile :systems 11.5e'MatItud 3. 'cenipaA5ed.the-valueslor r witlehe. • . •••• •••• values forf,if thc..F vsdaes arezreater.thmt-or'erinalfto. the F, .values, for esob • • • • • • • • area of therncd.,. then tfilwattafttentuletbod. is:acceptable. •• •••• • • MethOd:PrUplift.SosedTite Calkulatiolo:Pet L'S IP". •••••• • • :••• ('i" .: 1 . ) - W: :x .61.; ----Z=.• Fri: — Product APIT-tival F. • • •••• 0.3 : •x .1: = x tv:-.=. ) —.NV:. Co519:____L•''' Fr2.: -- Prod uct.Aeipipi-Nal ..r • • 6 • •••• = ... ).— NV: . ,%tos .0: .=.-fei; _ Product •AppVival F. —4E,— • •••• •••••• • •••• • FLORIDA BUILDING CODE — RESIDENTIAL • 44.23 'Wherejo,ObtainInforntsitiolt • • •••I Where.to find :." • • • " ii•iii Das oription Thesiga:Pross44* _ym6(ii P1.-or PI °fi W12.7 tribld,librissj.eatenglaleering• analyais oraparet14.14.ttasect on•adla i 7 • • 1 MeRJ&ht H .RA134 491f3itc •Roof Slope Aciod paruloMultipl ler. , • Product Approval . .. - _ .. . .. ilastorin **IViontentAluesto:Gravi • - •1:- • Product Approval . .. . Aittiarnulat Resistance. •Mt . • • Product Approval, . • Rchtignact Momtut1W15tanet . • • . Calculated Inimuir, Attlichment Resixtanco Product Approval Requitesd:thillititoisiktinoe F, - •rotculated . . Aver*T.i. Iti-Weight W • Product Approval TitelTimonslons • *Warmth vrziViath Product Approval NI:catrolations.-tuot bo•subnti add to tluiBuildiog 0 fplat•Othetirno-Of ogn$1:SLO011eotion. FLORIDA BUILDING CODE — RESIDENTIAL • 44.23 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADS COUNTY, FLORIDA METRO -DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo;;o, city, state.alit •. following statement: "Miami -Dade County Product Control Approved ", unless otherwise NO *rein.... • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beenno change in the applicable building code negatively affecting the performance of this product•' • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a Tres or chaaie It the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an erlengent of any product, for sales, advertising or any other purposes shall automatically terminate this NOrk. Paiture to cpjly 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 foilo'wed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02 -0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/32' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. Qgg• row is in the 2" side lap. The other rows are equally spaced aaproximately'�; ... • .• o.c. in the field of the sheet. • • • • ••• • (Maximum Design Pressure —60 psf, See General Limitation #9,Y • • • • • Any of above Base sheets attached to deck approved annular flag thank nails • and 3" inverted Drill -Tec (GAFT1TE) insulation plates at a facfettr'spacing, t.;. 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitatio1L ft • • • se! GAFGLAS #75 Base Sheet or any of above Base sheets attac}decj lq deck with , Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.d. in•4 Tows. Chr.. row is in the 2" side lap. The other rows are equally spaced sr proa imately'9 :. • • o.c. in the field of the sheet. • • • • • • • • • (Maximum Design Pressure —75 psf, See General Limitation #7) • • • Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 • • • • • • • • • • Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix Systern Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 3001bs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. • • • • •••• • .. • •• • ••• • • • •• • • • • •... • • • • •••• • • • ..•• • • • .. •• •• •• • . . . • .. • • • •..• • . • •••• • • .. •• • •• • • • • .. •• . NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. .••••• 2. Minimum 1 /a" Dens Deck or Y2 Type X gypsum board is acceptable to be installed directly over'tdi' • • wood deck. • • • • • • • • • •• GENERAL LIMITATIONS: • •. • • • • • 1. Fire classification is not part of this acceptance, refer to a current Approved ggfang Matejajs Directory for fire ratings of this product. • • • • • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in.onpLLiance 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 =necjxapically • • • • • attached using the fastening pattern of • the top layer • • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products Listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 UL Online Certifications Directory OCD Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems Roofing Systems See General Information for Roofmg Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA • • ••.• • • • • • •• • •.. • •. • • .••• • • • • • • • • • •• • •;•age Bottom• •• • • • •• • •• • • • • • • .. • R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DensDeck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type 01 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 "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Basig•5htt (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule •sj 4 wn. • •••• • • • ••• • •• •• • • • As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAroL•A§ #80 • • ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 • • • asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed KM prgin the. following systems. • • • • • • • • • • • • • • • • • • • •••• Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. • • •••• • • • • • . • •. • Unless otherwise indicated, all insulations 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. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofmg Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofmg Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal/sq. 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 /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot• • • • • • mopped. .••• Surfacing: — Gravel. • • • ••• • • • • 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, is Gyynurate,. • • • urethane, perlite /isocyanurate composite, perlite /urethane composite, wood figrJi yanurafe composite, phenolic, any thickness. .... • Ply Sheet: — Three or more layers Type GI "GAFGLAS Ply 4" or " GAFGLAS i' 6 ". • • • • • Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". • • • • • • 3. Deck: NC Incline: 2 "" Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, ispiyat(urate, • • • • • • urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate,, . • . • composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: 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. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type 01 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Copyright © 2006 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow - Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2006 Underwriters Laboratories Inc. ®" • An independent organization working for a safer world with integrity, precision and knowle MIAMI•D- BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Coma Cast Corporation 4385 SW 70th Court Miami, FL 33155 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (30S).3■5 -2908 . . • .. .. • ••• 1 .. • •••• • • • . ••• • • SCOPE: . • ...�.. This NOA is being issued under the applicable rules and regulations governing the use of'tbnSt action nttterills. The documentation submitted has been reviewed by the BCCO and accepted by the Buildiii f Ccxle and Product Review Committee to be used in Miami Dade County and other areas where allowed by, t$e Ant$ority Tr�a�vg Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Colterra "S" Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#O1- 0904.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay • • • • • •• • • •••• • •••• ••• • •• 1. SCOPE • • This new roofing system using Coma Cast Colterra 'S' Clay Roof Tile, as platnitcturei Dm Cast Corporation described in Section 2 of this Notice of Acceptance, desigid'to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. Fof titenttations ItAM the pressure requirements, do not exceed the design pressure values obtain:bX calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachme *t calculea tps shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Colterra 'S' Clay Length: 18" Roof Tile Width: 11" varying thickness Trim Pieces Length: varies Width: varies varying thickness • • • • • •• • • • •. • • •• • • • • •• • • Test Product Specifications Description High profile, one - piece, `S' shaped, clay roof TAS 112 tile with a single roll. For direct deck nail - on, mortar set, or adhesive set applications. Accessory trim, clay roof pieces for use at TAS 112 hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY O'1liERS Product Rainproof II Ice and Water Shield Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM") Dimensions 30" x 75' roll 36 "x75' roll or 60" x 75' roll 36" x 75' roll Min. 10dx 3" #8x 21/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A Test Specifications Product Description TAS 104 Single ply, nail -on underlayment with 2" self - adhering top edge. TAS 103 TAS 114 Appendix E TAS 114 Appendix E Self - adhering underlayment Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) Generic (with current NOA) Generic (with current NOA) TAS 123 Prepared mortar mix Bermuda Roof designed for mortar set roof Company, Inc. tile applications. (with current NOA) NOA No.: 06-0705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 2 of 8 Product Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar ("BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners Dimensions N/A N/A N/A Factory premixed canisters Clips Min. 1" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 1/4" 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 123 TAS 123 See PCA See PCA TAS 114 Appendix E Test Identifier 7161 -03 Appendix III 7161 -03 Appendix 111❑ 94-083 94-084 25- 7094 -9 25- 7094 -6 25- 7183 -4 25- 7183 -3 Product Description Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Test Name/Report Static Uplift Testing TAS 102 ❑ Static Uplift Testing TAS 102(A) Static Uplift Testing TAS 101 (Adhesive Set) ❑ Static Uplift Testing TAS 101 (Mortar Set)0 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Battens) ❑ Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct Deck) ❑ Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Battens)❑ Manufacturer Quikrete Construction• • • • •Froducts • • • yvj• � current NO4,/ • Bonsai Co. •(iwitik current•NOA) •••• • •••• • • • • • T"oltfoam ProMcts,• • • • Inc. £with currentol t4} • • • •• • •• • Flexible Precincts • (with current NOA) Generic (with current NOA) Date Dec. 1991 Dec. 1991 April 1994 May 1994 Oct. 1994 NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 3 of 8 • •• • • • • • • • • • • • • The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7214 -3 25- 7214 -7 7161 -03 Appendix II Letter Dated Aug. 1, 1994 Static Uplift Testing March, 1995 TAS 102 (1 Quik -Drive Screw, Direct Deck): .... Static Uplift Testing • ,March,•1.% %5 ' TAS 102 • .. .. • •.. • (1 Quik -Drive Screw, Battens). ... • • • Wind Tunnel Testing . 'Dec. 19910 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 TAS 108 (Nail -On) ❑ Wind Tunnel Testing TAS 108 ( Nail On Aerodynamic Multipliers Two Patty Adhesive Set System •••• • • • • •' Aug. 1'994 ) .... M115 • • .... Febulary 996 ' • • • •' .• • .. • Apri11996 •••••• • .. .• • December 1996 April 1999 April 1999 NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 4 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Ropfing Applica ppp Standards listed section 4.1 herein. • • • • • • .. • • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicultar• tirthe roof sloes; • unless stated otherwise by the underlayment material manufacturers publishetiliterature. • • . 3.6 This acceptance is for wood deck applications. Minimum deck requiVill shalt pg.in • • compliance with applicable building code. 4. 3.7 May be installed on slopes 7:12 and greater. • • • • • • • • • • • •. • • INSTALLATION • •• • • •••. • • 4.1 Colterra `S' Clay Roof Tile and its components shall be installed in stz'iCLeaipplianr,4,wieh • . • 4.2 Data For Attachment Calculations • Roofing Application Standard RAS 118, RAS 119, and RAS 120. Table 2: Restoring Moments due to Gravity - Ma (ft -Ibf) Tile Profile Table 1: Aerodynamic Multipliers -X (ft3) 4 ":12" Tile 6 ":12" X (ft3) Colterra `S' Profile DirectDeck Direct Deck Application Colterra `S' DirectDeck 8.58 0.263 Table 2: Restoring Moments due to Gravity - Ma (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" Colterra `S' Direct Deck DirectDeck DirectDeck DirectDeck DirectDeck 8.58 8.44 8.27 8.07 7.84 NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 5 of 8 • • • • • Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall-On Systems Tile Profile Tile Application Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) 2 See manufactures component approval for installation requirements. Colterra 'S' 2 -10d Ring Shank Nails 28.6 • • 41.2 '....' 5 Medium paddy placement of 24grams of PolyProTm. 1 -10d Smooth or Screw Shank Nail 5.1 • ' • • %6.8 ••• • • 2 -10d Smooth or Screw Shank Nails 6.9 9.2 • " ". ' • 1 . #8 Screw 20.7 �•�� 20.7 •,,•, 2 . #8 Screws 43.2 ..",,643.2 •.. • : 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 • • • • .... 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 : . • •29.3 • • • • •••• • • • • . . 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 " ' 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 2 -10d Ring Shank Nails' 33.1 - 48.1 Installation with a 4° tile headlap and fastemers are located a min. of 214' from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Colterra 'S' Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Polyfoam Product, Inc Avera a weight Average weight per patty 10.7 grams. per patty 8 rams. Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Colterra 'S' Polyfoam PolyProTm 66.54 Polyfoam PolyProTM 38.75 4 Large paddy placement of e3grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProTm. NOA No.: 06-0705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 6 of 8 Table 4B: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Colterra 'S' Mortar Set 24.5 5. LABELING •••• • All tiles shall bear the imprint or identifiable marking of the manufacturer's aame or lobo as • seen below, or following statement "Miami -Dade County Product Controlial oved ". • . • • • •' • • • • • COMCAST CORP MIAMI, FLA CQL1EF RA •• •• •• • • •• • • • • . • • • • ••••• • • •• • COLTERRA "S" CLAY TILE LABEL •• •• • • • • • • •• • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10/12/06 Page 7 of 8 PROFILE DRAWINGS 11" COLTERRA `S' CLAY ROOF TILE END OF THIS ACCEPTANCE • •••• • • •••• ... • • .•.• ••• • • • •• • • • • •••• • • • • • •• •• •• • •. • • • • • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 8 of 8 *` M IA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road • • • • • • Tomball, •TX 77375 "" • •• • • SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing the use of ioastriction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Buildingtbde and•Product Review Committee to be used in Miami Dade County and other areas where allowed by th'e'nttority ¥5f ri Jusdiction (ATTT) •• •• •• • • • • • • • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miamipade, County a€d/er the AHJ (in areas other than Miami Dade County) reserve the right to have this product or thgt4Yia2 tested fpr duality • assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturt4 y►*iu 'incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • •• • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: Roofing Roof tile adhesive Polyurethane ••••• This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as desgribeftin Section i• of this Notice of Acceptance. For the locations where the design pressure requirements, 'MS def rmined by applicable building code, does not exceed the design pressure values obtained by calcutdMb's'in • • compliance with Roofing Application Standard RAS 127, for use with approved flat, low and high • profile roof tiles system using Polypro' AH 160. Where the attachment calculations a�,lgie as a • moment based system for single patty placement, and as an uplift based system for dot�,lg pay system • • • . • • .. • •. •• • • • PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A • • • • •••• Product Dessriptjon • • • ••.. • •• • •• • Two component polyurethane foam.'.' adhesive • Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01 -6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 •••• •••1.1/02/9•••• •• j:2/12/9•S'•••. • Q2/01/94 • • • .... • • 14/30/93 • . • • .• •• •• • • • :1/16/94 • • 81/16/93 • ". •••••V3/14/9�.•. • • • • 10/23/98 • • 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AI1160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyproo AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / F. , F =� 2 MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 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. 2. Polypro® AH160 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 Polyproo AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance wjth Miami-D... County Roofing Application Standards RAS 127. The adhesive attachment data Ys ONO in thp,;pof • tile assembly NOA •• • 3. Polypro® AH160 roof tile adhesive and its components shall be installed in acco filar with • • • • • • • Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® tain Opera Sul?: • Instruction and Maintenance Booklet. •••• • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licchtddby Polyfd• Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators IS toe authority' • having jurisdiction. • • 5. Calibration of the Foampro® dispensing equipment is required before a p hcatio; of Y adh� � • , • • • • • The mix ratio between the "A" component and the "B" component shall be mainfahiad between 1.Q 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds p e r tile a s . . ' . ' determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyproo AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page4of7 • • • • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 Optional2z4%for square Inches in contact with the pantile steeP aPPIcitims 2) Tum covers upsidedown. Place adhesive 112 ht. To 1 in. From outside edge at cover tih> j Then install the tile. Nag through plastic cement top portion of the eave course cover Ole. Abut to second course of pan Ensure pan anndd' o of flush at eavelne. Eava closure (mortar shown) Sheathing Weephole FasefaB Optional PofibupIlorfar on longitudinal edges di tife NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nag through plastic cement Paddy (between tile) Paddy (under tile) in. x3in. Single paddy on under. layment Single paddy under the 411111111 100•.P "eict • 2htX1 in. medium she paddy eave Fascia ' course only Single paddy on top oldie Eave course Nall through plastic cement Single paddy under the Slagle paddylltrey fie • • 2 be alsin. medium size Path@ • • ••• •••• • • • •• • • • • • • • • Single paddy on under- layment Single on top of the Fascia Weephole Eave closure DIP edge Single paddy under tile Single paddy between bile 1n. x 3 in. Single /paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 In. x 7 in. medium Fascia size paddy save course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 • • • • • • • 410 ••••• ft. .„. ••• WI, ... ... MO ..... ....40 ....' 411. ..' .I. 4WD 411■ '.. 4/ 4° ono ... AO v. 40 OP 40 40. ... ar 0 40 —e 40 40 410 0 WM O eow 40. 400 ■No •In VIa 4110 Vea 40 MO .ne. 40* or. 1111. ••■ WO 4,. 40 MI . 40 40. 411. 40. • 0 A. .0. ./. oe. 40 0I0 OW 0 40 40 .... eT, 40 0, 4/0 40 40, 40 44 4e. 4. Ow V. ••• 06 40 0 - 4i MN. •ID 0 •■• MI6 40 40 0 06 WO 40. 4m, 411% .... qp. Ow 41, 0 AD a.. .11, 41, OY mob 41, 0 gi■ 40 40. O 0 o. O OW Ow O 44, .41, O lb 0 0 ▪ 0 44, 0 O 0 Oo OP .re. is. 0 4re, go Q. Of 0 • RE: Permit # gofia v1lJ ?1l S44 TJiliAle i'edf 1%�t'l mitre er 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 -795 -2204; Fax 305-756-8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT, , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C°e c c) -k-t t- -*j `z On or about 1 l 2L 106 r.-■ , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 3t c $ �-{ . t-c� - Skc s ( 53i3 g (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large ,ODY A$'3 � sJe011d' _ *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection ■a 1 16 2008 12:1SPM OCEAN BLUE CONTRACTORS NOTICE, OF COMMENCEMENT A RECORDED COPY Mt1ST BE POSTED ON TAE JOB sITE AT TiMEOF FIRST INSPECTION PERMIT NO • TAX FOLIO NO, I1 52arl 1? ! &1 O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 30523469GS P.7 THE UNDERSIGNED hereby gives notice that,improvaments will be Made to certain real property, and In accordance with Chapter 713, Florida Statutes. the following information is provided In this Notice of Commencement. 1. Legal description of properly and street/address: .35"f7rG.1$ SIY414- 111JI11 1111111 11111111111111111111111111 Orb.' 20Q85:+0 &274 EkR Bk 26481 Rs 019B (los) RECORDED O7/16/2U08 11:37208 HARVEY NMI: CLERK OF CURT MANI -DADE CUUPITYr FLORIDA LAST PAGE 2. Description of improvement: Pa Vt. 40 Tr /G f • flat 0 Mal- 3, Owner(s) name and address: eiYG'lii 4tS N Q4 .Sf recf. 'interest in property; ( A4 Name and address of fee simple titleholder, 5 q,' ' P!. 3r,,,v13r 4. Contractor's -name and address: &eke alre Cori 5'A jolitto stv / bib ref . Vian , Pi. 33/5' • 5. Surety: (Payment bond required by owner from contactor, If any) Name and address: _ STATE OF KOREA, COUN1 Y OF DA DE AD24 ArnOunt of band $ 6. Lender's name and address' 7_ Persons within the state of Florida designated by Owner upon horn provided by Section 713.13(1)(a)7., Florida Statutes, Norhe and address: 8. in addition to hirnself, Owners designates the following person(s) to receive a copy of ithatienor's Notice as provided in Section 712.13(1)(b), Florida Statutes. Name and address: Nth a. Expiration data of th' difte ° nt .. _. -n fr.:91Mr fTa's Print Owner's Name Swarn to and stibsoribed before me tills • .V. -day of oboe of Commencement.. (the expiration date is 1 year from the date of recording unless a Notary Public Print Notary's 'Name Prepared by U CLW1 U4 CIA'fiN . ZO id btAUL D, °jb1 . Address; Wtiag SW [ el rmY. i'k(tiari '015•1 My commission expires: 1aul -82 PAPS 4 af02 l d [LSL ON L�OIWbIW WdS17:6l 8006'8l"1Nr Wawa Siena *(149e Veda 23soveriftege 10050 NE 2nd Ave* Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: . ose t .) - Qe4 e,z, Property Address: 31s •*_- P22 St(e-ct Roofing Permit Number: Date: xitis 1 °8 /AI au,>A S.1(No`t ,3, TA . Dear Building Official: .3ese S42- certify that I am not required to retrofit the roof to wall connections of my building because: r 'The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provision of 4 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade Jose 4. 1(!1_. Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the senelfeelier for the above property mentioned. Sworn to and subscribed before me this x- day of dil ox' ROSEMARIE P. LETHBRIDOE MY COMMISSION S DD493827 Notary Public, Sate of Florida at Large :t itOfle Q EXPIRES: Nw.27.2009 *When the just valuation of the structure for purpose of ad valorem taxa • . - FA% . , Flv as the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. d"' Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. 6 Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. CP Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It ay be beneficial to consider additional ich can result in extending the service li`` the roo Agent's Signature ate Contractor Signature Date Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 August 25, 2008 Ocean Blue Contractors 10440 Southwest 186 Terrace Miami, Florida 33157 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 315 Northeast 98 Street Miami Shores, Florida Information provided by client: Permit Number: RF708129 Date Completion: August 22, 2008 Roofing Contractor: Ocean Blue Contractors Project Number: 08 -1478 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh 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 the used for this project was reported to be Spanish S 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 of the roof tle at the above referenced project meets the test requirement outlined in the above - mentioned protocol. Attached please fmd a copy of our test report for your review. Reileh Engineering Corporation 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; Reileh Engineering Corporation w hamad Sonny Salleh, P.E.49014 roject Manager TILE UPLIFT TEST Residential Home 315 Northeast 98 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 08 -1478 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 315 Northeast 98 Street Miami Shores, Florida Project Number: 08 -1478 1 35 Pass 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 - 08 -1478 — Page 3 of 6 Test Number Test Load (lb) 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 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 - 08 -1478 — Page 4 of 6 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 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 Reileh Engineering Corporation -- Project Number - 08 -1478 — Page 5 of 6 80 35 Pass 81 35 Pass A few loose tiles were noted (See Sketch). Reileh Engineering Corporation -- Project Number - 08 -1478 — Page 6 of 6 , • I V okf, I- MNOS51.005 111.E 08 -1478 62' . 40 41 37 44 45 42 43 33 32 31 96 94 35 30 27 28 29 51 52 53 50 56 54 49 55 48 62 63 72 70 47 46 71 78 79 80 a 7I 12 11 10 21 13 26 20 25 14 19 24 5 UI. 18 29 6 17 I 2 6 7 6 22 57 58 59 61 64 65 66 60 73 74 75 La 76 5 4 3 67 60 69 38' 1 APpf;OX, ROOF .151- LOCA110N5 ANI7 tIMgN510N5