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RF-08-243Inspection Date: 06/30/2008 Inspector: Rodriguez, Jorge Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: CHARLEMAGNE, GUILAINE Job Address: 12 96 Street NE Miami Shores, FL 33138 Project: <NONE> Block: Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number PARC2003 -1 Lot: Phone: 305- 751 -0382 Building Department Comments RE -ROOF A NEW TILE AND FLAT MINERAL SHEET ROOF CAP \ # Passed Inspector Comments 17 5 cth i Re- O 04) l' ( hV a° i , 7- pf*,,----1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, June 27, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/30/2008 Inspector: Rodriguez, Jorge Owner: CHARLEMAGNE, GUILAINE Job Address: 12 96 Street NE Miami Shores, FL 33138 Project: <NONE> Block: Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number Lot: PARC2003 -1 Phone: 305 - 751 -0382 Building Department Comments RE -ROOF A NEW TILE AND FLAT MINERAL CAP SHEET ROOF 0 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, June 27, 2008 Page 2 of 2 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT• INNOVATION • INTEGRATIORI 1264 16701 Southwest 117th Avenue • Miami, Florida 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI -DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 SITE SPEC 1 IC Owner's Name: Job Address: 2 Roofing Contractor: Type of Tile: `- Approximate Roof Height: !`t feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof � l ®L7 ft2 Required Testing Fo : 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: ORMATION Ladder Permit # 1 :f 1 c g 2-1-3 Date Installed Other TEST RESULTS P= PASS,F =FAIL Test Location Uplift Ptilt Test (P or Fi Test'I,o a ton Uplift Pull Test (P or F) Test Location Uplift Pod Test {P or F) Test Locetlon Uplift Put[ Test 1P or F} 1 26 ikzpp 51 76 2 27 T 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 i 73 98 24 49 '� 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: 1/4-4 Vinayagar M. Balakrishnan V. P. E. Lic# 63107 Miami =Dade 'Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 Scale 0- Sheet Number 7-- of Job: l `�- D•-Y -- `14 S �� �.�, 0%,. t Contractor: go, t� t' T1 D C Checked By: Sketch of Roof 1 `i /M r llIMP I ■1111■ ■■ ■■ ■.a•1'r�l- '111111 pi1i i4!iIIl 111111 ■t'1ii111�`! 11 gteMME1111111111111111PMENIIIIIMital 11 ■i Mr■�7■rn! X11■ 57 ■ili■Ir1■— 11 ■ \■ ■Iii 1►��MM/111` %ice au IIIIMNIIMILIIIIMINSILSIVAIIIIMPS021114 i1 mmiaminavrommummurearAwal 11 ■rml ■iui■ ■■ ■■■ ■s ■ ■m. II i 11 /, 7 ■■ ■fi■ ■ ■ ■1111E r �1 MIN; ■ ®u. ■■■uu■■■■u i 1111111114 4 11111 Notes RE: Permit # R F 2ki3 ii .S 4s ea fi la9e eldf Deiiavairie et 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795.2204; Fax 305-756-8972 www.miamishoresvillage.com CCLA03 RC0 CA-0 DATE: INSPECTION AFFIDAVIT (Print name and circle License Type) License #: ocoo 1-1 V' e1 On or about ,3 -/2 ?8 .2 - ,NCO -DS , licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector (Date & time) secondary water barrier work at , I did personally inspect the roof deck nailing and /or (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 Es r7i° oft, CID 473822 *General, Building, Residential, or Roofing Contractors or any individual certified .under b, , una:r;;. Include photographs of each plane of the roof with permit # and address # clearly shown m��jj�p'p "�i� inspection Atibff an inspection. /34k for each 211111D1 i1rnss Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 331.38 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING ?LP-7 --C � 1 l Permit No. '': og-0945 , , ,,„ ,_,, 0 ,. PERMIT APPLICATIONS Master, Permit No. FBC 2004 B Y: Pima--- Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Guilaine M. Charlemagne Phone # ( 305) 754 -5836 Owner's Address 12 N.E. 96 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 12 N.E. 96 Street City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11- 3206 - 013 -0660 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractor, Inc_ Phone # ( 305) 751 -0382 Contractor's Address 13800 N.W. 1st Avenue City Miami State Florida Zip 33168. Qualifier Name Carlos Arocho Phone # ( 786) 367 -2029 State Certificate or Registration No. RC0058627 Certificate of Competency No. 000017889 Architect/Engineer's Name (if applicable) Phone # °.�, ZDO s Value of Work For this Permit $ $14,000.00 Square / Linear Footage Of Work: 1900sgft. Ti� 300sqft. Flat Type of Work: ['Addition ['Alteration ['New [ Repair/Replace ❑ Demolition Describe Work: Reroof to a new Tile and Flat Mineral Cap sheet roof. Submittal Fee $ Permit Fee $ DD CCF $ ic' 40 CO /CC Notary $ . Training/Education Fee $ 9 -90 Technology Fee $ 1'SO [ Scanning $ - L* 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $Z,l 1! 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 such posted notice, the inspection will not b # .proved and a reinspection fee will be charged Signature The for day of Owner or Agen oing instrument was acknowledged before me this 30 The fore 20 ©o by O: is 1t4 • ei a tee u.day of Signature Contractor in instrument was acknowledged before me this 3D 200 r , by l,c fl r 5 who is personally known tome or who has produced who is personally known to me or who has produced NOTARY PUBLIC As identification and who did e an oath. \� \�t�1�YL0U�� /% Sign: / 4 Sign: Print: �. •'•f o� g��e� : Print: My Commission Expires: �i�l,.a •.• n.eeljt. 0 My Commission Expires: S as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) Engineer Zoning STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY fhat this is >. copy of the origin sleg in this office on y do JP , A.D. 20 S ; la, hand and Official Seal. HA nii �y �� < CLERK of Circuit and County Couk is'% ! , D.C. 11111111111111111 1111111111111111111111111111 CFN 2008RO112597 OR Bk 26208 Fs 16041 (1usr NOTICE OF COMMENCEMENT RECORDED 02/11/200B 1'x:52:53 HARVEY A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT 11ME OF FIRST INSPECTION MIAflI- DADE�fCOUNTY Y,FLORIDARi LAST PAGE PERMIT NO. TAX FOUO NO. 11- 3206 -013 -0660 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1.. Legal description of property and street I address: 12 N.E. 96 Street 2. Description of improvement Miami Shores, Florida 33138 Reroof to a new Tile and Flat Cap sheet roof. 3. Owner(s) name and address: Guilaine M. Charlemagne 12 N.E. 96 Street Miami Shores, Florida 33138 Interest in property: pi„n�r Name and address of fee simple titleholder: NIA 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, r'loricia .3.31 bb 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: NjA Amount of bond $ 00 6. Lender's name and address: N/A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe , date is specified) 11,, re of Own Print Owner's Name td .'dine /A. C4() ew.c..0 n e. Prepared by Carlos Arocho ff Q»ality Roofing Contractor, Inc. 3 30 ww���a� ll�ll 20th_. OstpppY 9 4tei���4 Address: 13800 N.W. 1st Avenue . .. . • Miami, Florida 31168 Sworn to and subscribed before me this Notary Public: Print Notary's Name: My commission expires: y 7yf� amd S4 e4 `� ll e'(4 Veit nett „ 10050 NE 2nd. Ave* Miami Shores, FI 33138 r.� �,�. _ 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: Guilai ne M.. C iar1 emagnp Date: / -30 -IDg Property Address: 12 N.E. 96 Street Miami Sherpa, Florida 33118 Roofing Permit Number: Dear Building Official: C- Lk. tae fi c I+ 0v -t) e r .k., certify that I am not required to retrofit the roof to wall connections of my building because: iThe 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 th rovisions of 1994 edition of the South Florida Building Code (1994 SFBC) ignature State of Florida County of Dade lr (!i . i c.: 4.e. pc. CLr i e, s vL, Print Name The undersigned, being the first duly sworn, deposes and says. that he /she is the contractor for the above geirht o property mentioned. Sworn to and subscribed before me this 30 Jday of Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,00 FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roo p • M s • Z1�ZgC�e�4j3B "� / •e•• •s QLp� , and the building was rfdfr l.4 ,�e all connection Hurricane Mitigattiii�0t96! CITI. INSURED NAME AND ADDRESS CHARLEMAGNE, GUILAI 12 NE 96TH ST MIAMI, FL 33138 POLICY TERM 11/07/2007 INCEPTION DATE NS PROPERTY INSURANCE CORPORATION, WIND ONLY POLICY 6676 Corporate Center Parkway, Jacksonville, Florida 32216 -0973 4 .ITIZENS THIS IS A 11/07/2008 EXPIRATION DATE Item No. AMOUNT OF Building SURANCE Contents DWELLING AT 12:01 A.M. (EST) CITIZENS POLICY NO. 6609464 This is your Policy Declaration Page - This is not a Bill - DO NOT PAY PAGE 1 ONE STORY MAS 12 NE 96TH ST One story, Masi Attachment -A, Homestead Prop If the above cha ti DEDUCTIBLES HURRRICANE nrhPI- Wind 43,000 $3,660 (2%) /$500 RY 1 UNIT DWELLING LOC: MIAMI, DADE FL 33138 Territory Premium, T -24 1,829 nry, gable roof, roof covering: Non -AC Equivalent, Roof Deck oof wall connection: Toe -Nails and Year Built Verified: No -1940 #rty cteristics do not accurately describe your dwelling, contact your agent. Total Coverage: $22 ,000 Hurricane Premium Non - Hurricane Premium Tax Exempt Surcharge 2005 Citizens Emergency Asse 2005 Market Equalization Sure Subject to Form No(s): ment rge Payment Plan: Full Pay $1,790 $39 $32 $26 $38 Total Premium: $2,217 2005 Florida Hurricane Catastrophe Fund Emergency Assessment Catastrophe: Reinsurance Surcharge $18 $274 CIT DW2 07 Mortgagee /Loss Payee: Agent: CIT W24 OS 05 CIT W01 94 10 OS OUNTRYWIDE HOME LOANS NS DEPT SV3 -22 O BOX 10212 AN NUYS, CA 91410 -0212 CAN #100065863 INSURANCE IND 953 NE 125TH N MIAMI, FL (305) 891 -280 CIT -W03 09 07 Payor: TRIES INC 3975 161 INSURED Date:11 /20/2007 S4 TPAm 3 DnT,T(^V flT2(T.7\DTTTnT - TNdTTP 'Tl (t DV ncv m dnnFn of SECTION R4402.13 HIGH VELOCITY HTIJRR.ICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS .... R4402.13.1 Scope. As it pe ns to the section, it is the responsibility of roofing contractor t .p. mo ovide thewner with the required roofing pern it, and to explain to the owner the content of the section. iris provisionspf, eetion R4402 govern the minimum r quirements and standards of the industry for roofing systetti•if Nations! • • ally, the following it4ms should be addressed as part of the agreementbetween the t tfittr ant the • c. = ",; •r. The owner's initial in the designated space indicates-that the item has been exptalttec, • • 1 � , �—i° akdl� ' a • • 1. Aesthe 'cs- Workmanship: the workmanship provisions olie�c�tion X44.02 are Y:.....,_ _____o �- t e purpose of pr viding that the roof system meets the wind resistincE Ind water.. instruction performa ce standards. Aesthetics (appearance) are not a cpnsAration•with• respect to workman ip provisions. Aesthetic issues such as color or artriite!tural.••.•. nce, that are of part of a zoning code, should be addressed as part of the agreement the owner d the contractor. Renai,ing wood decks: When replacing roofing, the existing wood roof deck to be rena led in accordance with the current provisions of Section R4403. (The is usually oncealed prior to removing the existing roof system). Comm etween neighborin common roofs, the n roofs: Common roofs are those which have no visible delineation units (i.e., townhouses, condominiums, etc.) In buildings with oofing contractor and/or owner should notify the occupants of adjacent unit • f roofing to by performed. 4. Expos d Ceiling: Exposed, open beam ceilings are where the underside of the of decking can b viewed from below. The owner may wish to maintain the architectural appearance; therefo e, roofing nail penetration of the underside of the decking may not be accer Ible. The pr ides the option of maintaining the appearance. 5. 1 /� Pondi4.g water: The current roof system and/or deck of the building may not well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an ndication of structural distress and may require the review of a professional struc al engineer. Ponding may shorten the life expectancy and performance of the new roofing ystem. Ponding conditions may not be evident until the original roofing syst' ; is removed Ponding conditions should be corrected. � Over ow scuppers (wall outlets): It is required that rainwater flow off so that e roof is not ove oaded from a buildup of water. Perimeter /edge wall or other roof mtension may blo k this discharge if overflow scuppers (wall outlets) are not provided. It ay be necessary install overflow scuppers in accordance with the requirements of ee • R4402, 403 and R4413. 7 II j Ventilation: Most roof structures should have some ability to vent natural • w through th interior of the structure assembly (the building itself). The existing • amount of attic ve tilation shall not be reduced. It may be beneficial to consider additional Vent' : _ which ca result in extending the service life of the roof. - 2 21' n ` 3D,OT ) ° - s Si rture Date Contractor Signature Date )LLNlnoo QNV 2IVIS SNoLV111031:1 OfN Stn dwoo ol. lo3rens • • • • • • • • • • • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form Master Permit No. Section A (General Information) Process No. • •. • • • • •• • •••• • • •••• •• • • • • • •• • Contractor's Name:QL1811t Roof in b Address: • • Y 9 12 N.E 9G Street. Contractors, Inc:" - -� • Low Slope ._.Asphaltic Shingles — Prescriptive BUR•RAS 150 •Roof Category ._.Mechanically Fastened Tile _..Metal Panel /Shingles • • •• •• • • • • LAortar /Adhesive Set T71 • • • • •••• - --a/o3 Si>Zngies /Shakes • • • • •! • Roof Type — New a .,.$ Re- Roofing _Recovering r Repair Maintenance Are there Gas .Vent Stacks located on the roof? ;Yes )LNo If yes, what type? ,LL Natural _LPGX Roof System Information Ldw slope roof area (ft 1.3 0 0 sqf t • Steep Sloped area (ft.') •1 9 0 0 sqf total (rt �)' 2200 sqf t . Section B Roof Plan , Skatoh Roof Plan: Ilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and lave s, clearly Identify dimensions of elevated pressure zoned and location of parapets. 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D:etit Type: 1" x 6" T & G GapgaiThitkness: sigPe: 11 a". •Anchot/Base'Sheet*No. of Pty(): N /A An'PhorlBastheet FasteneriBonding Matagal: N/A IneulatIon Base Layer: N /A Base.InSulation.Sizerand Thiokness: N/A BeseqnsulatiorrEestenertBontling :Materiel: N/A Top.instiltienIayer: N /A N/A • • • • • Maki: pc,..*LapotRows.. 2 qg 9.!(.00 filornester. u-ovg.uw,.:#.14,9w.s. 47.@ Corner ''..9c.VAR; #,Rows, 4 6 oc t!infriber-of Fostener.Perinsulatinn BOO Meid n a P.411r.rvak0 n aCornet JL a Ellpstrate,Comporir.ito.Neted4Ad 0#4itts ASAP1010401e1 Wa*Ip.8100g, utter, Edge 7r.errriination, Sthppirig, :Continua:ins cleat, Cant Baa.e Fleshing., 'en fofter- • Flashing, Coping 8to " • . .. ndicate: Mean Rc�f Height,. PrIttpet:Heignt, -Fielgtit of 6asg. COrripprient Material, Materiel Thickness, Fotener Typt Fastener *bin: or $iabrnit Ma iuterS.. DetOs that seorn01091014,R,A8 1i1401..efictiater 16. • • • • • • • • • • Tpp insurEition. Fasten er/Boncling'Materia, Base •Sheet(S):&;No.:ef.P.Iy.(s):. #75 Glas base BasW•ShestFaSten:eriBonding-Materiai: 1/4" p/s.Nsits 'Ply'Sheet(s):&Nbajf.Ply4S): 2 plies Gaf glas Pty'Shaet RasterietiBoadirtMaterial: type 111 mopping aspb,alt. 'WA': Mineral Surfaced Cap sheet of :re( czf Parapet Height 3 0,10-fa, 9 -ea-ct' (t:/pro Top:Ply Fastener! Bonding Material: Type 111 mopping a spha i- • Surfacing: N/A FLORIDA BUILDING CODE RESIDENTIAL 11 Mean Roof Height • • • 0 • • • • 0 • • • • • • • 44.21 • HIGH-VELOCITY HURRICANE ZONES Pion a .Building Cocie Edition 2004 Hi h'Velo ureic Zone Uniform Permit A ..11Oatibn Form. Section 0 (S, ego Sloped Roof Syst,ern) • • • e• •• • •••• • •••• • •• • • • • • •• • •••• • • • • •••• • Roof SysternManufactur4r. Entegra Sales, Inc . eadea00. • • •• •• • • • Product Approval Number: 06-0310.05 - • • •• • • * • • !Minimum Design Wind PrSssures, if Applicable (From RA 127 or Calculations): I PI: -45 P2t -95.1 p31 -95.1 . • i Maximum. Design Pressuie Product Approval Specifhp System: 86.61 Method of tie attachtnentk ,Polyfoarn Adhesive Setting l Roof Slope: 21 :12 Stea $ Ro:of stem D I tton Peek Type: ype Underlay •insulati • • • • • • • •• •••• •0•••• • • •••• • • •• • • • • •• • o�d 1X6 Ridge VentilatiOn...? N/A nt: 301b. ASTM D226 N/A Etarrier: Mean Roof Height: 13 N/A Fastener Type & :Spacing: AdhesiveType: 1 1/4" R/S Nials Type 111 mopping asphalf ype Cap Sheet: 901b. ASTM Roof Goveri.ng: Estate S Tile Type & Size Drip dge: 3 X 3 galvanized 2G gauge HIGH-VELOCITY HURRICANE ZONES Florida Building Coda Edition 2004 High Velo Iur? canB:ZOrtaUflifoflTh Pen.' lit Application Form. e on IE (Tile Calculations), •••• • • • • •••• •••• • • • a l • • • • •• •••• • • • • • • N • ••• • •••• • • • • • •••• • ••• • • • • • ••• • • •••• • • • For :Moment based.tile ms, choose either Method 1 or 2, Compared themalues• • • • for IVIT with 'the value s' fron4 Mr. lithe mr values are greater' than or-equal to theft: • values, for eaCharea of.the roeff,-..then thetile attathment m'ethod is-ucceptable. • • • • • • Method 1 erneut Based Tile CalettlaticnigTer RAS 121" • • • (Pc-as % D 289=1 1k01 )- NI; 6 _74 M1 6-27 Product Approval M,86.61 (t-95.1 0 .289 =27 48 )- mg..614_ -1,420 .74 Product Approval M, 86.61. (17.1-95.1.•.:: 740 .289 =27 48 )- mr6 .74 -,M712T:71 Product Approval m, 16:61 Method. ".1Si!uplified's Tile Caieu la film Able Splovv" ikequired:Motneet or:Resista+e (M) lTrotu Table Below rik-regyired.hilenTont .ROistante* 'Main RoofHeight. —4.- RootsSlope 272 312 4112 Product Approval M, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 15' 20' 29' .244 322 39:4 38,2 344 30' • 391 32.2 338 812 28,4 30:1 • 31..8 5:14 .20:4 284 29.4 112 244 26.9 271 31.4 38:1 323 40' 42.2 NW '82 32:4 30.0 *Must be used by conjuns n With 'a list of'morneut Inseel tile systeutvendorsed by the Broward County Board of dles sad ApOwils. For Uplift based tile sy tents use Method a. Conxpared. tber-valuesflor F' with the vnInes for Fr..If the -F1 saiues are. greater than or equal -to the Fr values, for each area of the roof, then tla stile attaeluneutmethod issakeeptable. method ::,I "Uplift BaSed Tilt CAlculittiorts Per RS 127" W: •-,-," )— W:. cos 0; ,..,..- Pei: I: _ f w: = ) —V: x eoS -a* (P) : x 1; = f w: = ) — W; x cos Product Approval F* Product Approval F' Product Approval F* FLORIDA BUILDING CODE — RESIDENtIAL 1Wheiele:Obtain.lbtforinAtilon Symbol P.1t)TP.2.orlt3 Vizhere.to find ItAS it Tablt,h.tirbraw.engineeringsanalyai reparedby'PB 6 rad an:ASCt 7 . D go Iption 5esistr..Ptess re* Meal R:ot51.14.e' ht 4 .Joh.Site Rtihf iSI pe G • ..JPIi.Sb Asa n into Multi i ,*.e X. Product A.. oval RestoriugMorttent:dut.1.0:ant i1..), M, . Product Approval Anita matt Resis ce . Mt Product Approval . Calculated Product Approval •Calcite ReqUired tvloment Ftoaltal ' NI, r Mininium Attachment Resista ce Require'cl:thiliitlitislt ce. Ft Average-P. ile'We * hl W -I length w----- Width Product Approval Product Approval Tilesilimenst ns All eat cid atiuns-putst be submiti sd. to th&Building. OftielUI at:the:time Or-pant t'aiiiitication,. FLORIDA BUILDING CODE — RESIDENtIAL MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 N. Federal Highway, Suite 300 Stuart, FL. 34994 • • • • • •• • • •••• • • •••• •• • • • • • •• • MIAMI DADE gparrY, FL RIDA METRO -DADE FL J ER BUFE 1M T 140 WEST FLAGLER , • • SUr1•E'%6 •• MIAMI. A 33130 -1563 (305) 375-2901 6l~') 375-2 wvww.buildnaSodeenli,np c onf • •• •. • •• - • • • •. • • 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Estate "S" 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 # 01- 0703.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No. 06-0310.05 Expiration Date: 08/23111 Approval Date: 07/27/06 Page 1 of 7 • • • • • .' • • • • •••• • • •••• • • • • • B.QO NG. M C tebqyy: ••.• tritegori, .•• •• •• 1. '. SCOPt • • :..'%is rengws roofing system pain Entegra " . .�tegra�idgf,Tile Co g � Mate S Concrete Roof Tile, as manufactured Corporation in as described in Section 2 of this Notice of Acceptance, designed •. • .t tcomply with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based BLY APPROVAL Roofing Roofing Tiles Concrete 2. PRODUCT DESCRIPTION Manusiattobi Test ADS Emswen L.ati Entegra Estate 'S' Roof Tile Trim Pieces 1 =16 -1/2" w = 13" min. 1/2" thick 1 =varies w = varies varying thickness TAS 112 TAS 112 Product DeSCr1D _ Q Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 Components or products manufactured by others Rainproof II Ice and Water Shield Wood Battens Dimensions 30" x 75' roll 36 "x75'roll or 60" x 75' roll 36"x75' roll Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1"x 2" for use alone Test Product ca o Description TAS 104 Single ply, nail -on underlayment with 2" self - adhering top edge. Self- adhering underlayment Salt pressure treated or decay resistant lumber battens TAS 103 Wood Preservers Institute LP — 2 Manu�ro� Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA Generic (with current NOA) NOA No. 06- 0310.05 Expiration Date: 08/23/11 Approval Date: 07/27/06 Page 2 of 7 Product Tile Nails Tile Screws Roof Tile Mortar ("TileTiteTM") 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 Min. lOdx 3" #8x 2 1/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Factory premixed canisters Clips Min. i/i" width Min. 0.060" thick Clip Fasteners Min. 8d x 11 /a" Test Specifications TAS 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 See PCA See PCA TAS 114 Appendix E Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. 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. • • • • • •• • •. •• • • •• • • • • • •• • actin• • • "ieneric • (with current NOAI • • •••••• •• •• • • neric (iith qurrent NOM,' • • • •• • • •• • • • • •. • • Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) Generic NOA No. 06- 0310.05 Expiration Date: 08/23/11 Approval Date: 07/27/06 Page 3 of 7 00.11 • • 1111.. • • • . • • .. • .. 3.°11. L PVBTAImITS • . • .113.1 • i classification is not part of this acceptance. • • • • • 04 • tg; ptortar or adhesive set the applications, a static field uplift test shall be performed in • aggorglance with RAS 106. • • • .3i • AAplalicant shall retain the services of a Miami -Dade County Certified Laboratory to • • :pogo= m quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be .•••• •submrtted to the Building Code Compliance Office for review. • • •3 4 •Minix:um underlayments shall be in compliance with the applicable Roofing • • • • • • •. Apfitiications Standards listed section 4.1 herein. • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations s. Tile Profile Entegra Estate 'S' Roof Tile Table 2: Aerodynamic Multipliers - A (ft3) X ( Batten Application 0.267 (fts) Direct Deck Application 0.289 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -1 (ft) Width -w (ft) Entegra Estate '8' Roof Tile 10.0 1.375 1.08 Entegra Estate 'S' Roof Tile Battens Tile Profile Entegra Estate 'S' Roof Tile Table 2: Aerodynamic Multipliers - A (ft3) X ( Batten Application 0.267 (fts) Direct Deck Application 0.289 NOA No. 06- 0310.05 Expiration Date: 08/23111 Approval Date: 07/27/06 Page 4 of 7 Table 3: Restoring Moments due to Gray - M, (ft Ibf) Tile Profile 3 °:12° 4° :12° 50:12° 5 °:12° 7° :12° greater Battens or Direct Deck Entegra Estate 'S' Roof Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.91 8.74 _ 5.82 6.64 _ 5.70 6.50 5.56 6.33 5.40 N/A NOA No. 06- 0310.05 Expiration Date: 08/23111 Approval Date: 07/27/06 Page 4 of 7 • • • • • •• • • • • • • • • •••• •• • Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems ' Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Table 4: Attachment Resistance Expressed as a Moment - Mf (ft IbfJ... • for Nall -On Systems •••• • • • Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck '... (min. 19/32" plywood):..: •• • letter .. • _. _ . Entegra Estate 'S' Roof Tile 2 -10d Ring Shank Nails 27.8 37.4 . • •• •• • • • 28.8 • 1 -10d Smooth or Screw Shank Nail 8.8 11.8 • • • • • 4.1 •....' •••• 2 -10d Smooth or Screw Shank Nails 16.4 21.9 `4 • • 7.1 ,•••• • • • 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 L 67.5 50.9 Installation with a 4' tile headlap and fasteners are located a min. of 2' ' from head of tile. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Adhesive 45.53 26.14 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment R Entegra Estate 'S' Roof Tile Polyfoam PolyProTM 86ce� 6 " Polyfoarn P0IyPr0TM 45.53 4 Large paddy placement of 54 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mt(ft Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Aciank Mortar Set 20.60 NOA No. 06-0310.05 Expiration Date: 08/23/11 Approval Date: 07/27/06 Page 5 of 7 • • • • • • • • • • • • • • • • • •••• • • •••• • • • • • • •• • •• *So • 4JAB TG • • KYi4t� shall bear the imprint str marking manufacturer's • or logo (See Deta ;Belov), or following statement: "Miami-Dade D County Product Approved" • • • • • •• •• • • • • • • • •..• • • • • • • • •'• • • • • • • • • • •• • •. • • • • • • OR ENTEE ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 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- 031005 Expiration Date: 08/23/11 Approval Date: 07/27/06 Page 6 of 7 Nail Holes PROFILE DRAWING • • • • • • •••• • • • •• • • • • • • • • •••••• • .• • ••,0•.. •••• • •••• • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • •.•• • • • • • • • •• • ••• • • • •• • • • • • • ENTEGRA ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No. 06- 0310.05 Expiration Date: 08/23/11 Approval Date: 07/27/06 Page 7 of 7 M1l�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Poiyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: ••. • • . • •••• • • • • • • MIAMt-DA►DE C1:UN•'I FLOFV ;. METRO -b&DE FLAGL §R BUILDJNG • 140 WEST FLA UR STRiET,.SUITE ;US I': • MIAMI, FLORDA 53 1304141 • • (305) 33f2=l01 F, X (30) 375 -a . • • • • •••. • • •• .• • • • • • • • • • • • •• • • • •••• • • •••• • •• • • • • •• • • • 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 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 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 JRrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page l of 7 • .• • • • • • • ROOI4NG AS 4 1BLY APPROVAL: • Catggory• • Roofing • Sub Category.... Roof tile adhesive horateefsts: ' • • • • Polyurethane SL`OPL: • • ' • • • • • This tapproves A&yprolo AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 oftfu .Alotice ot Acceptance. For the locations where the design pressure apptic61e bui ifg4bde, does not exceed the design requirements, ti as ns inmined by co4tgtlimdce with Roofing gn p values obtained by calculations in fing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Polypro® AH160 N/A TAS 01 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Descri tion 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.3 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 -1 PA 25-7438-3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[11 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/Re rt TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTME84 TAS 114 TAS 101 TAS 101 TAS 101 • • • .. .. • •••• •. . .. • • .• • • •... Date. • •. ...04/08/0"' •• ••if/16/96 • ••'•10/25/95 • • • • I V02/9.S" ". •f2/12/95•'•• •' 01/01/94„•,• 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 03/02/99 LIMTTATIONS: 1. Fire classification is not part of this acceptance. Refer to the rating. Prepared Roof Tile Assembly for fire 2. Polypro® AH 160 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 Polypro® 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 tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F w 2 F= MS NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 3 of 7 • • • • • • • • • • • • • • • • •••• • INSTALLAT1OIW • Ir..�13'proiAH16t} may be used with any roof tile assembly having a current NOA that gesistance.vattres with the use of Polypro® AH160. • • . • 2.. PoIYPm®,Al-ipt0 shall be applied in compliance with the Co lists uplift • . coriespondMdg placement Details noted herein. The roof file semen t Application section and with .: use ofpoNitio® AH160 shall provide sufficient attachment edhepivs attachment with • • • .m exceed the uplift resistance messed as an .. system tQ eat or hrnent resistance ' Coua RaaB,n � ' e uplift .,.. tY gApplicaton Standards RAS 127. The compliance with Miami -Dade . • .�.,sssembly NOA adhesive attachment data is noted in the roof • • 3. J' ipro® )166 roof tile adhesive and its components ' g Application Standard p° shall be installed in accordance with I RAS 120, and Polyfoam Products, Inc. Polypro® gH 160 Operating instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained' Products, Inc. Pol Qualified Applicator' approved and licensed by Polyfoam yfoarn Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampra® The mix ratio between the A dispensing equipment is �� before application of an T 1 S (A): I ratio bet The " p component and the B component shall be Y tweesive. dispense tinier shall be set to deliver 0.0175 to 0.15 maintained between 1.0- determined at calibration. No other settings shall be approved. Pounds per tile as 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 di equipment only. dispensing 7. Polypro® AH 160 shall not be exposed 8. Tiles must be adhered in freshly permanently to sunlight. Polypro® Y dispensed. adhesive. Tile must be set within 2 to 3 minutes after YP AH 160 has been das�Pensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Plac Details' herein. Each generic tile profile requires the specific placement noted herein. ement Table 1: Adhesive Placement For Each Generic Tile Profile 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 /I1 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY •••• • • • • •••• • • • • •• • •• • • • • • • • • •• • NOA No.: 06-0201.02 Expiration Date: O5 /10/11 Approval Date: 04/13/06 Page.S of 7 .... • • .... • • • • • • •. • .. • • .. .. • • • • • • • •••• ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0202.02 Expiration Date: 05/20/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY •••• • • • • •••• • • •• • •• • • • • •• •• • • •••• • • • •••••• •••• • • • • • •. •• Sine hie en's • • • • • • • Mail through plastic n b , in. x3in. Single paddy onrn deriayment Siwala Paddy on top of file Ea sC«rse Eave Closure 2 In. x7in. median Paste 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 • .• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • MIAMI -DADB • •�,` 1 A METRO-DADE11=LER flUltifiNG 140 WEST FLAGLLET, SUITI 1603 MIAA)BIDA 38468/1863 (305) 375 -290i • FAX (305 3751908 . .... • • • • • • • • • • • • • • • • • • • • .. • This NOA shall not be valid after the expiration date stated below. The Mliami Dade County Product Control Division (In Miami Dade County) and/or the ARE (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 Bnilding 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 logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and Shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 02- 0408.09 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 Descriprti�r • • •••• • • • • • Wood, Non - insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. All teneral aid S'y�tem Limitations shall apply. •••• • • Bats'e'a'heet: •' • • •• • •• • • • • •• 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 blow; 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 Ply= 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (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 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 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 (GAPTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTTTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf,, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAP TTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) 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- 40lbs.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 20113W.W1cf with an inn; f application rate of 1.5 galfsq.; or GAF WEATHER COAT® •sion : • (Matrix 305 Fibered Emulsion) with an application rate of 3 rein; or GAF • Premium Fibered Aluminum Roof Coating (Matrix System Para Vutaintmt Roof Coating Fibered 301) with an application rate of 1.5 gal: era: • • • 2. Asphalt flood coat at an application rate of 60 Pos./sq. t 20% ?plus gravel gr • • • • slag with an application rate of 400 lbs.sq. & 300 lbs./sq., regpec v,ply • • • • 3. Top Coat Surface Seal SB (Matrix 602 SB Coating); Top Coat'11B plus • 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: 11/04108 Approval Date:10123/03 Page 19 of 21 • • • • • • • • • • • •••• a • • • • • • • W'®f,1DDECIKSXSTEM LIMITATIONS: • • 1 A• slip sheer is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or • • .tcl' sheet... •. • • 2. Mina= Ve Vet; Deck or 1 Type X gypsum board is acceptable to be installed directly over the •deck••.• • • • GEDARidAL LIMITATIONS: • • • 1. • ike, classiliatjq is not part of this acceptance, refer to a current Approved Roofing Materials • • Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, . as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The noaxrmum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page21 of 21 .WW. rtvvr eau JUNtGriutt.o AM/ 77JtCM, U1titt.lUtiT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued _AS #80 Premium Base Sheet may be used in any of the following las Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". 'EMP Permalite Recover Board" may be used in lieu of any perlite n in any of the following NC Classifications. Class A. B and C ifing asphalt, for use with organic and glass felts or modified bitumen Les. oid Heat Weld" SBS roofing membraner may be used in lieu of d Mop" S8S products in any applicable Classification. Class A k: C -15/32 Incline: 3 elation (Optional): One or more layers perlite, wood fiber, glass ar, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ thane composite, wood fiber/ isocyanurate composite, phenolic, any :kness. Sheet Three or more layers Type Gi "GAFGLAS Ply 4" or AFGLAS Ply 6 ", hot mopped. :facing: Gravel. c C -15/32 Incline: 2 ulation (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite / isocyanurate composite, perlite/ thane composite, wood fiber/ isocyanurate composite, phenolic, any :kness. Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or AFGLAS Ply 6 ". Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap et'". c: NC Incline: 2 ulation (Optional): One or more layers perlite, wood fiber, glass r, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ thane composite, wood fiber /isocyanurate composite, phenolic, 2 in. Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF - AS Ply 6 ". Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap et ". c NC Incline: 1/2 ulation: One or two layers "Isotherm R ", 4 in. Sheet Any UL Classified gravel surfaced Class : system. :: C-15/32 Incline: 1 Sheet (Optional): Red rosin paper, nailed e Sheet: One layer of Type G2 "GAFGLAS ed'. Sheet: One or more layers of Type GI "GA FGLAS Ply 6 ". Sheet: One layer of Type G -3 "GAFGLAS Mi •: NC Incline: 3 e Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Sheet: One or more layers of Type G1 "GAFGLAS Ply FGLAS Ply 6 ". Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap tr. C -15/32 Incline: 2 dation: One or more layers perlite, glass fiber; isocyanurate, ure- ie, perlite / isocyanurate composite, perlite /urethane composite, phe- c, 1.0 in. min (offset from plywood joints 6 in.). Sheet One or more layers of Type GI, C2 or G3. nbrane: One or more layers of "Ruberoid Torch" (smooth or tule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or rule) o: "Ruberoid Mop Plus" (granule). Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. : C -I5/32 Incline: 2 lation- (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite / isocyanurate composite, perlite/ lane composite, wood fiber /isocyanurate composite, phenolic, any .ness. Sheet: Two or more layers of Type G2 or G3. Sheet (Optional): One or more layers of Type Gl. tbrane: One or more layers of "Ruberoid Torch" (smooth or ale), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or ale) or "Ruberoid Mop Plus" ( granule)t hot mopped. asphalt glass fiber " (may be eral Sur ROOF COVERING MATERIALS (TEVT) 173 r•-�t Roofing Systems (TGFU)— Contsnued• • •••• •Cap Sheet "GAFGLAS Mineral Si faced Cap ill ot mogtoee • Class B • 1. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers pesl'te.w•od fibari.gitss• fiber~ isocyanurate, urethane, perlite /isocyanurate'c nposite, !tonne/ urethane composite, wood fiber/isocyanurate cdttt %itt phencti, thickness. • • • • • Ply Sheet Two or more layers of Type Gi iiCiiGLAS Ply 4" •or "GAFGLAS Ply 6" • • • Cap Sheet: Type G3 "GAFGLAS Mineral Sur••faced •Cap Shecte",•iic�t• mopped. • • • 2. Deck: C -15/32 Incline: 3 -1./? • • • • • Insulation (Optional): One or more layers perlite, wood fiber,•,1•s• fiber, isocyanurate, urethane, perlite / isocyanurate composite, perkte/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more Layers of Type Gl, 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 Deck: C -15132 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, pekthte/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 Ibs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, gia; fiber; isocyanurate, urethane, perlite / isocyarturate composite, periuer urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4' or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A . Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or gi;4s; fiber, 2 in. max. Ply Sheet Three or more layers of Type Gi "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing. Grundy Industries "al MB Aluminum Roof Coating" a: 1 -1/2 gal /sq. Deck: NC Incline: 1 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 of Type GI "GAFGLAS Ply 3" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet Any IJL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber any thickness, mechanically fastened. Base Sheet One ply Type Gl'or G2, mechanically fastened or ho: mopped. Ply Sheet: One or more plies Type GI or G2, adhered with hot roofing asphalt. Surfacing "GAF Premium Fibered Aluminum Roof Coating", 1-1/ 2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. Deck: NC Incline: I Insulation (Optional): Perlite, glass fiber; polyisocyanurate, wood fiber, mechanically fastened, any thickness. • • • • 1. 2. 3. 4. 5. ._S LOOK FOR THE UL MARK ON PRODUCT • • • • • •••••• • • • • ••••• • • • • • • •