Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-09-770
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 24, 2009 Inspector: Rodriguez, Jorge Owner: SMITH, MARY LESLIE Job Address: 1053 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number (305)347 -4083 Parcel Number 1132050120090 Phone: 305 - 757 -2612 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments pLi -t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 113'4159 Per,..;;it Number: RF -5- 09-770 Scheduled Inspection Date: June 24, 2009 Inspector: Rodriguez, Jorge Owner: SMITH, MARY LESLIE Job Address: 1053 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)347 -4083 Parcel Number 1132050120090 Phone: 305 - 757 -2612 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: 'FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB KSIGHT*INNOVATION•INTEGWIM FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1192 /013 isl1 1745 ;11/1W/5/M5 4ermit#W5tV93' Owner's Nae : s-P' /.� 13L,t/ptn a� Reg °..1_, ,IJ4 I s Install Date • l� .2136- - 1.0.1.1-- -#1 ` A prox. Height 12 . Floor: Scaffolds: Ladder: Slope: Test date: t Z Z -t9 "Ai 1 Q P Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument TEST RESULTS P= PASS,F =FAIL 1 2 p192 21 22 41 42 61 62 81 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74. 1' 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFTR QUALITY CONTROL TEST. Respectfully �� Sul By: / 22. - Vinayagar M. Balakrishnan V, P .E. State of Florida Lic # 63107 Job E 14- 4 .4#"-1, a .0 F4 aimaimmumminnumimma ILIMEIHNIMEIMIMIIKKINIWAIMMIMEILEJILINIMPIEN alum! 161 t w tI h �. munnunnumanirammaniummiuracAommuli Sri r' l in Mliminianumuctialummommairautaiagzsana [€ ;-- - r f M _ , s �a�t rF 'A jUMIA[' -vet ; 6 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 2009R034-1722 `j) l t (- F= 05/1112009 .12:01:53 PERMIT NO. lJ l -� Ii" TAX FOLIO NO. i 1 .- 32.1 _. 01 °� -, C' '1 OI'' B� 26860 ED Ps 4565f tips a HARVEY RUV'IHr CLERK OF COURT MIAMI -DACE COUWTYr FLORIDA LAST F'A +3E 11111tl111LIl 1111f111111111111111t1111111i11 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/address: I a I L Lm(r toy 3 Pe 9 s-E IrCei -' M12a44 2 S 1DV4 S. Ft- t 38 2. Description of improvement: Eerw e` -+-t' azy. 1m 3. Owner(s) name and address: ' t1JN L. /14.146 iii Interest in property: to) Oa Name and address of fee simple titleholder: 4. Contractor's name and address: ObCNOLtX f? emi , D ! 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 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: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature o Print Owner's Name 0.1461 ri . ' Irt/1, t Sworn to and subscribed before me this G day of Notary Public 41114, Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 ,2O 'Raglan APR- OZ 2013 ..tannisC Sonoma ca. rlit Prepared byny/e1 Address: I-1004 male, v 1J �i- 14)11L) , 33Dy, STAM OF ,.r�.JN `( OF EVADE a 7 4 . 4 - ; 4 ' e4 % t < I HEREBY c_ - r am iY).4 , t-1.419 } Q■\ DECEIVED MAY 15 2009 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: Nr l \ - \A PERMIT # ADDRESS: 1 u5 3 \" V.__ FOLIO NUMBER: \ 'J OOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): /Vote COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLAN REVIEWER: PLAN REVIEWER SIGNATURE: DATE: Id 11 -12 -08 DATE: 0'1 Ate. Salt, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING F"'ECE ED PERMIT APPLICATION MA p 7 2130g FBC goal Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address City I ► b lafg 910 reS Electrical Plumbing Permit No. ster Permit No. not lii-Jfc Mechanical Roofing hone # Tenant/Lessee Name State Zip 33,4 Phone # Job Address (where the work is being done) 105,E Ng. 9 i ,.S f %ck City Miami Shores Village County Miami -Dade FOLIO / PARCEL # it -32 0(2 - 0o40 Is Building Historically Designated YES NO Zip Contractor's Company Name f) i Contractor's Address l R I G` -t 7£ re fr City f/1 ialAt,( ewllO a State R Qualifier Name r State C e r t i f i c a t e or R e g i s t r a t i o n I1 b (t 4lJ4, Certificate of Competency No. o &IA Phone # 7 s7 - d-(a ',i 2-- Zip 33 138 `^- Phone # -3C6- 7C '7 ..- Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 011 Q Type of Work: Addition ['Alteration Describe Work: hone # Square / Linear Footage Of Work: 3 ea 5 c ['New gRepair/Replace . 'I_+ A ,i .(II l l ill / tii/,4 >i /.t Li: ❑ Demolition 4,6 Z Ck******* *k * * ** * *,* * * * * * * *** * ** * * * * ** *** Fees************* * * * * * * * ** ** *** * * * * * * ** * * * * * * * ** soil/nee Permit Fee $ CCF $ 3Q Notary $Q"°°' Scanning $ 9'00 Radon $ Training/Education Fee $ Technology Fee $ 15•1a DPBR $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Zoning $ Total Fee Now Due $ ')®• �2. 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 A}l'1llAVIT: 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 be approved and a reinspection fee will be charged. Contractor The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this day of 2001 , by iroir {,, 8m-1411 , day of 206_, by 7 244) p` who is personal known to me or who has produced who is person ly known to me or who has produced .,.....___N identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: ?! 1 Si g �It.: i, / J :i �' ` F2 OF FI1 , t if ., SaAiLza. D. Hart Print: y , Print: =Commission ItDD867559 "`'' My Commission Ex it 'zlzi Expires: APR. 02, 2013 E01 DFATeRUATLNI I1CBCN ;ai 0 C'0;111'' o.?r;c y p e OAD�IIG1tiMyAICBONDIN000.iNC, * ****** ******** ***ok*** sY* ***** iF9c9e9r****ko4*9eit**nkiY*ir**** ni***ie**9e***et*9e9e*& de*a4**** ak***** *ie***9e*****9evY**e4****** My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning. CITIZENS PROPERTY INSURANCE CORPORATION, WIND ONLY POLICY ' cos- n 0 /SOURED NAME AND ADDRESS SMITH, MARY L 1053 NE 94TH ST MIAMI SHORES, FL 33138 POLICY TERN lb/11C,�:2fl08, TO 10/11 I Ton DAIS =PIRA 2059 I'Att DATts` A? 12:01 A.M. (EST) CITIZENS POLICY NO. b your Pettey Declaration Page - This Is Rot TRIO IS A WELLING 1171445 NOT PAY 3 Item No. Building Contents 1 281,000 119,000 T( /penal- restr r1 $5, 620 (2 %) /ssa© Territory Premium T -23 3,057 TWO STORY MASONRY 1 UNIT DWELLING LOC: 1053 NE 94TH ST MIAMI SHORES, DADE FL 33138 -2944 2 story, Masonry, gable roof, roof covering: Non -FBC Equivalent, Roof Deck Attachment-A, roof wall connection: Toe -Nails and Year Built Verified: No -1946 Homestead Property If the above Characteristics do not accurately describe your dwelling, contact your agent. otallCev r Hurricane Premium Non-Hunicruse Premium Tax 2005 ncy Armament P Po 'i $3,011 $46 $53 $93 2005 Florida Hurricane Catranopbe Fund Emergency Assessment Catastropiar ace Surcharge 2007 Florida Insosearce Crawly Associaton Regular Anonym,* $31 $459 $57. Subject to Form No( ): CIT DN2 07 04 CIT W24 05 05 CIT WO1 94 10 05 Mortgagee /Loos Payee: gent: COUNTRYWIDE ROME LOANS ISAOA ATIMA PO BOX 961206 FWTX -22 FORT WORTR, TX 76161 LOAN 20636472 MACPHERSON INS AGY INC 9496 1390 S DIXIE HIGHWAY SUITE 1302 CORAL GABLES, FL 33146 Payer: (305) 669 -5288 CIT -H03 09 07 94966 Team 3 COUNTRYWIDE ROME LOANS ISAOA ATIMA PO BOX 961206 MX-22 FORT WORTH, TX 76161 Date: 9/22/2008 POLICY DECLARATION - INSURED COPY QSY R 40111 1714 Mamk S4o a Vet/49e y Vef anestefte 10050 NE 2nd Ave * Miami Shores, FI 33138 IfOCV110 Phone 305-795-2204; Fax 305-756-8972 RECEIVED OWNERS'S AFFIDAVIT OF EXEMPTION ®l 009 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: Property Address: Date: Roofing Permit Number: Dear Building Official: /27p 7-' Z 5_024 certify that I am not required to retrofit the roof to wall 3onnections of my building because: $r`he 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 provisions of 1994 edition of the South Florida Building Code (1994 SFBC) ii,e/iie: 1// Signature State of Florida county of Dade Print Na e the undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above )roperty mentioned. Sworn to and subscribed before me this **1 j day of _ NO Y PUBLIC -STATE OF FLORIDA r•, .,, Sandra D. Hart Commission # DD867559 ' &pins: APR. 02, 2013 ry�.A v%nen the lust valuation of the structure for purpose of ad valorem taxation is equal to or more than $300.001 and the bum i g was not constructed with B ; riot a 1994 SFBC. Then you rnust.provide a building application frorn a General Contractor for the Roof to Wall connection Hurricane Mitigation. Jotary Public Sate of Florida at Large ROOF ASSEMBLIES AND OFTOP STRUCTURES • • •• •• • • • • • • • • • ••• • • • • ••• • • • ••• • •• •• • • • • • • •• • • • • • • • • • ®.__..,.. Florida Building Code.Bditi'On" High - Velocity Hurricane Zone Uniform • • 1 r= It • 111 3. •• • • • Master Permit No. Plpr • o FJ e,:J(, ( • Contractor's Name P-00 � �• • • Job Address l b c f e q Low Slope ❑ Asphaltic Shingles O New Roof ROOF CATEGORY O Mechanically Fastened Tile orter /Adhesive Set Tile O Metal Panei/Shingtes ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE NICReroofing 0 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) f (80 Steep Sloped Roof Area (SF) 3( g Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Total (SF) '330‘ • w ■111w11•1111111111■ 1111•111■ 1 .... - .. IA;1I mmummompor .11a1111111 101111111/IPP" _i1 M/NMEM./1 IMMEMMIVIMMI 0111311 riM131' I ECT TO COMPLIANCE WITH ALL FEDERAL. PAM AND COUNTY RULES AND REGULATIONS .min..,1 i Rxefi-no FLORIDA BUILDING CODE — BUILDING Section C (Low Slope Application) FM in specffic roof assembly components and Identify manufacturer (If a component is not used, Identify as "NA ") • ell • • • • • • • • • • reboi-' AStEUIBLIES AND ROOFTOP STRUCTURES • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• Florida Building Code 6dl'tioq g,o944 ••• • • • High - Velocity Hurricane Zone Uniforjn pet/flit Alialcitiort Form. • • • System Manufacturer: C •4' Product Approval No.: 61— l 1-as, 01 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: -57.3 Pmax3: ---13 I. it Max. Design Pressure, from the specific Product Approval system: S"•2. TYPe: Gauge/Thickness: 3/y Slope: V-Lia- f' Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 74*.- Base Mo!ti s /Bang Material: PIy Sheets) & No. of Ply(s): •2- 0g6%,41/‘ Ply Sheet Fsa to r/B ,7d pg Mxteriat• Top PlyriaAtaysi rot ,F-,G Top Ply Fasten iz gA grialt, FLORIDA BUILDING CODE -- BUILDING 3 • • • • • • • • • • Surfacing: 740) #ft j Faslenel:Sciacfna ttft,A0efloat&se Sheet Attachment: • ••• • • • • •• • • Fie114' ):: clb, 0 CaO, 'Rows • @ , 9-0c Perimeter: 4 " oc @ Lap, #"Rows _f__ 0 " oc ic prir Comer: " oc 0 Lap, # Rows -11 @ " oc glefi Number of Fasteners s P r Insulation Board: Field meter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit .1. 9.4/0= eitoom 4 ,,e /7 ?"r. 1 aYG fe 9946- alit( t4 ,- tree, r�/ Parapet Height rzervidef , Mean Roof Height F• =x1..),•04 = 3rFc47/ e(xif,f (i ?l gi 3 1c t'?,r'r:- 3 C. ri " pudic ,C Keff 7¢G _ 4. ra e'�i.e, -- 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • . • • • • Florida Building Code Edition 40$4; • % High - Velocity Hurricane Zone Uniform Permit AppIItatiorfForm. ' • Section Q (Steep Sloped Roof Systtprp)• • •• • • • • • • • • • • •• • • • • •. • •• '• • • • • Roof System Maanufacturer: • • ••• • • • Nl otd t- Notice of Acceptance Number: top— f0Z3A of Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: `1,61 P2: f&.?f P3: A14V Maximum Design Pressure (From the I ,odds ct Approval Specific System): Sit a loped Roof Systemilescription Deck Type: Roof Slope: 12 Ridge V tilation? Type Underlayment4W4 .2eC 464 J• Mean Roof Height: if Insulation: Fire Barrier: Li ( A_ Fastener Type & Spacing: /refrc ..4.. /O 6 , is 2,C041s /402 rp /1444Y 441 Adhesive Type: Type Cap Sheet: iSiie A ;If Roof Covering: Type & Size Drip �4 f+q, pole Edge: 15.34 FLORIDA BUILDING CODE — BUILDING 'x • • TWOS ASSIMSI.3Ed MD ROOFTOP STRUCTURES • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Cock gclition,2Q0,4 . • • • • • • High - Velocity Hurricane Zone Unlfol'at i et'mitd►ppl Polo harm. • • • • Section E (Tile Carculations) • .• For Moment based tile systems. choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method its a e abg. • • • • • • • • • • • Method 1 "Moment Based Tile Calculation: Pe 4S :27: • • : • • '/ x2 .0219 = /3r ,• • • • • • ••• (Pt: ) - Mg: s. �% = Mrl � O `, Praiuct Approval Mf 044- 01:W /O• Y . xx,,Aff S y.2) - Mg:' % f 7 = Mr2 /S' Product Approval Mt (P3: ____ x "If 44.i % ) - Mg:c: ?7 = Mr3017. G 1- Product Approval Mflf : s Method 2 "Simplified Tile Calculations Per Table Below" Moment of Resistance (Mr) From Table Below Product Approval Mr Mr required Moment Resistance* Moan Roof Height -, Roof Slope ,J 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 322 34.4 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: x L x w: _ ) - W: x cos 0 = Fri Product Approval F' (P2: x L = x w• = _) - W: x cos 0 = Fr2 Product Approval F' Product Appmval F' X L = xw:= ) -W: x cos9 =F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Ms Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mx Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 M IA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• •• •• • . • • • • • • • • • ••• • • • :. • • •MI�MI- DAISIG COi WTY, FLORIDA • • •• • • • • • • • • • • • • • MERQ- DADEFLAttLER BUILDING • • • 140 WLST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • 0(3C/1375;20921 • SAX (305) 375 -2908 • • • • • • • • • • • • • • • - • • -• s • • • • '0 • • • • •• • • • • • ••• •• 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 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete 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 NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.07 Expiration Date: 12 /16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Low Profile Roofing Tiles Concrete • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • 00 • • • • • • • • • • • • • • • • •• •• • • • 00 001 •• • • • • 00 • •• • • • • • ••• •• 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Vanguard Roll Tile Trim Pieces Test Dimensions Specifications 1= 16 -1/2" TAS 112 w= 13" '/2" thick I = varies w =varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TAS 112 Test Identifier Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one 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 rite profile. Test Name/Report Date 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94 -084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Dec. 1991 Dec. 1 991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency 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. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • ••• • Test Iiat eekenorg •. .. • • Wind Tunnel Vesting' PA 108 (Nail -On) Wind Drivenin • PA 1 00 • • Static Uplift Testing. PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 •• •• • • • • • • • • • .• • • • • • • •. ••• • • • • ••• • • • Adg. 1'994 •: c1R 1 94 • Feb 1995 •. Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 3. LIMITATIONS • • ... • • • ••• • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• . • • • • ▪ • • • • • • • • • •. • • • . •. • .. . • • .. • • • • • • •• 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field'dpItfatecf �hdlt.ber, perfOted in accordance with RAS 106. • "' • • • • • • • • 3.3 Applicant shall retain the services of a Miami -Dade County, C; of ed!taeo;atery 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 Roofmg Applications 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 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - A. (ft3) Tile A. (ft3) ? (ft3) Profile Batten Application Direct Deck Application Monier Lifetile Vanguard Roll Tile 0.266 0.289 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 2 ":12" 3: Restoring 3 ":12" Moments due 4 " :12" to Gravity - M 6 ":12" (ft-lbf) 6 "•12" 7"12" or greater Tile Profile Monier Lifetile Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 • • ••• • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • ... • • • • ... • ... • . • • • • • • • • • .• . . . . Table 4: Attachment Resistance Expressed as gl�ller ent: Mt (#t -ibf) : • : • • ••• • • • ••• •. •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • Table 8: Attachment Resistance Expressed as ri nifopignf - llt fb I f) .. •: for Mortar Set Systems • • • • • • • • Tile Profile Tile Application Attachment . • • ; ; pesigtanse• ••• Monier Lifetile Vanguard Roll Tile Mortar Sets • ••• • •21~8(3 ;• •• OOOOOO •• • • • • • ••• •• 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERIVIIT 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.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING • • ••• • • • ••• . • •• •• • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • •• ••• •• •• • • • • • • •• • • • • • ••• •• MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 BUILDING CODE. COMPLIANCE OFFICE: (BCCO) PRODUCT CONTROL- DIVISION _NOTICE OF ACCEPTANCE ( OA) Polyfoam Products, Iuc. 11715 Boudreaux Road Tomball, TX 77375 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • IM :AV -•DoiDP CIV Ils- I0\•ILORII)A ••• ••• MEMO-EVE FLAi,!_ta?t11.1)1NG 140 WEST FLAGI.ER STREET, SUITE 1693 M AA91, FI.ORI1)A 3 t 13u -1>03 ••• • •.305 *�7 3v�11••16AX•4fi) ;;5 -2vus. • • • • • • • • .• • • • i •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 'lie 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 (Al IJ). This NOA shall not he valid after the expiration date stated below. The BCCO (in Miami Dade County) and /or the AEU (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 pertbr n 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. BCC() 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 Ifurrieane Zone of the Florida Building Code. DESCRIPTION: Polypro' AH160 RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ol'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 oldie 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 J, rge 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: This approves Polyprog A11160 as manufactured by Polvfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Rooting Application Standard RAS 127, for use with approved flat, low. and high profile roof tiles system using Polyprog 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: Rooting Roof tile adhesive Polyurethane • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• ••• •• •• • • • • • ••• •• Product Dimensions Test Specifications Pol}pro® AH 160 NiA TAS 101 Foarnpro® RTF1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane limn) adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Bade County Product Control Accepted Roof Wile Assembly having a current NOA which list moment resistance values with the use of Polypro AH 160 roof tile adhesive. PHYSICAL PROPERTIES: PropertN Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Test ASTM 1) 1622 ASTM F) 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM 1) 2856 Results 1.0 lbs.ift.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft` 3.1 Perm / Inch +0.07% Volume Change( -41()" F., 2 weeks +6.0% Volume Change (ii! 15817., 100% Humidity, 2 weeks S6% 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.: 06-0201.1)2 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 2 of 7 • • ••e • • • ••• •• •e • • • •• •• • • • • • •.• • • • • • • • • • • • • • • ••• . • • • ••• • ••• • • • • • • • • • • • • • • • • • EVIDENCE SUB!<'IIT'I'ED• • • • •• • • • • • • • • • • • • • • • • 9• • • • •• Test Agency- Pest Identifier Test Nanme /Report Date Center for Applied Engineering ;i94 -060 '1'AS 4104 • • • •• 0444,94. 2578I 8 -1 PA r'AS IN • r.16; Sa 5- 743 _3 SSTD jl�l� • • • •••1H/25;95: I' 25- 7438 -4 • • • • • ••• •• 25- 7438 -7 SS 11) 11-93 1 1/02/95 25 -7492 SSTI7 11-93 12/12;95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01 /94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM h 108 04/:30.f93 Southwest Research Institute 01-6743-011 ASTM E 108 1 1/16/94 01-6739-062b[ 1] ASTM F. 84 01/16/95 Trinity Engineering 7050.02.96-1 `I'AS 114 03;14/96 6 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10 /..3��� 2 9 b 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -e 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Recur to the Prepared Roof "file Assembly for tire rating. 2. Polyproe A11160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in cexupliance with the Rooting Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® Ai1160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance ii)r the use of HANDI- STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 1(1.4 as modified herein. F 1 W F1= MS NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 13106 Page 3 of 7 INSTALLATION: 1. Polypre)3, AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A1. 1160. 2. Polyproi,K /.11160 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 PolyproaP AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Rooting Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro.& AH160 manic adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, lnc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4. installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polytoam Products, Inc. Polyf'oam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required betbre application ofany adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® Ail 160 shall be applied with Foampro KIN 000 or ProPack.iV 30 & 100 dispensing equipment only. 7. Polypro® A11160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes alter Polypro® Af 160 has been dispensed. 9. Polyprok 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 l : Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, high Profiles Flat, Low, High Profiles LABELING: Placement Single Paddy Detail Weight Min. (grants) !#1 35 #1 17 /side on cap and 34/pan 24 #3 i Two Paddy Weight per paddy Min. (grams) _ N/A N/A N/A 8 All Polypro(St AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required 1: tthe I3uilciing Ofticil o; pplicable building code in order to properly evaluate the installation; f this ,'ste`rp. • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • .•• • ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• 0 .• • • • ••. • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DE I'AI1, 1 SINGLE PATTY TY Nail through plastic cement Under laymen! \ .r Paddy ;Beneath Tile) 10 in Eave Ccwoee�� • Eave Closure i Fascia Eave course only: Keep adhesive approx. 4 in. up from weepholes Nail through plastic cement Underlayment Eave Course Paddy (Beneath Tile) 10 in. Eave course only: Keep adhesive approx. 4 in. up from weepholes — Fascia Eave Closure •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • Nail through plastic cement Underlayment 1 Paddy (Beneath Tile) 10 in 'a'2 Eave Course — Eave course only: Keep adhesive approx. 4 in. up from weepholes Fascia Weephule Eave closure Drip edge 1) Place enough adhesive to achieve tl to 23 i Optional 2x4's for tch applications square inches in contact with the pan tile steep p 2) Turn covers upside dawn. Place adhesive 112 M . To 1 in. From outside edge of cover Ole. Then install the tile. Underlayment Nail through plastic cement Remove top portion ^ of the eave �' / // Sheathing course cover file. Abut to second course of . Optonal pan tiles. Ensure eave end of Point -u Mc pan and cover tiles are t tt rtar flush at eave line. % on Ise 01Idinat edges of the Eave clasare , • 4tioophote Fascia Boer`s , (mortar shown) ?VOA No.: %6- 0201.02 Expirations Date: 05/10/11 Approval Date: 04/l3 /06 Page 5 of 7 ADHESIVE PI,ACEMI:N'1' D)ETAIL,,2 SINGLE. PATTY Nail through plastic cement Paddy (beneath Tile) Underlayment 7 in. Eave Course Eave Closure Fascia Nail through plastic cement Underlayment Nall through plastic cement Underlayment 1 Paddy (beneath 1110) 7 in. N'2in. Eave Course f Fascia Eave closure Drip edge 1 Paddy (Beneath Tile) Tin. Eave Course - -- Fascia Eave Closure • •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • . • • • • •• • • • • ••• • • • • 000 • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• 00 • • • 00 •• ••. • • • 000 • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13 /1.6 Page 6 of 7 ADHESIVE PLACEMENT DETAO. 3 l.)uuBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) •-• 3in. x3in. Single paddy on under- layment Single paddy under the / 4fEave course 2in. X7 in. medium size paddy eave Fascia course only Single paddy on top of tile Nail through plastic cement Underlayrnent r i Single paddy under tile Single paddy between tile 2 in. x7 in. medium size paddy eave course only 3 in. x3in. Single din. paddy on under- layment Single paddy on top of tile j Eare Cause Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy under tile Singi bet paddy n tile in. x3in. Single paddy on underiayment Single paddy on top of the Eave Course Eav Closure 2 In, x 7 in. medit{m size paddy eave Bourse only Fascia •• ••• • • • • • •• • • .; • ;•; jJF THIS ACCEPTANE • • •• • • • • •• • • •• ..• •• • • • •• • • • • • •••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • .•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •• ••• • • • ••• • • NOA No.: 0b- 0201.02 Expiration Date:: 05110/11 Approval Date: 04/f3/0o Page 7 of 7 Mio BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • •• •• • • • • • • • • • ••• • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• 1»MI -D4,DE tOUNTYY FLORIDA :r :14gRq-DtrilE InsAGifEt ItinteD�IVG 140• ST !CAGLE& C1'I;EET„SI iTE'$03 • • MIAA`R, FIORIDA 3313b=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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. 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 revises NOA No. 03- 0501.02 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 1 of 30 Membrane Type: Deck Type 1: Deck Description: System Type E(1): SBS /SBS Cold Applied Wood, Non - insulated • • ••• • •• •• • • • • • • • • • • • • • ••• • • ••• • • • ••• ••• • • •• • • • • • • • 19/32" or greater plywood or wood plank decks • • Base sheet mechanically fastened to roof deck. • • ••. •• •• • • • . • • • • • • • • • ••• • • •••• • • • • • • • • • • • • • • •••• • • •• • • • • • •• •• • • • •• ••• •• • • • • • • • • • All General and System Limitations shall apply. • • • • • Fire Barrier: (optional) Base sheet: Fastening Options: • • •• • • • • • •• •• •• FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- WeldTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener 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 -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac 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 —4S psf, See General Limitation #7J GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener 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® #80 ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet 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 —60 psi; See General Limitation #7j GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 #7J Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TeeTM 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) NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03 /06/08 Page 26 of 30 • • .•• . *0 •• i • • .. • •.• • • • •• • • • •• • • • ••• • • • • • • • • • ••. • • • GAFGLAS® #75 Base Sheet or au>' pfObeve'lase sheets attgche4to deck with Drill-TecT' #12 standard, #14 orX >;5 Stge*szin 1 feel plate or Drill -TecTM AccuTrac Plates, 8" o.c. id•rowS.• Onkiow is ii the:" side lap. The other rows are equally spaced approximately 9" o.c. in the field otthe sheet. (Maximum Design Pressure —7S psf ESee Gene ral Limitation #7) Ply Sheet: (Optional) • One or more plies GAFGLAS�PLy 4, f 4F eii.AS® Flex PIyT' 6, GAFGLAS® #80, RUBEROID® MffreSmobtfl $U 3J 1ZOID®:20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Membrane: One or more1lies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID Mop Granule, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID®30 or RUBEROID® 30 FR or RUBEROID®Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Or, One or moreplies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID® ULTRACLAD® SBS in RUBEROID® Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsisq. and 300lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbsisq. or applied in a flood coat of Leak BusterTM Matrix"' 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. 3. Leak Buster"' MatrixTM 303 Pie►uium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak Buster"' Matrix"' 715 , Leak Buster"' Matrix"' 322, TOPCOAT MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galisq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 27 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex sheet. 2. Minimum 1/" Den D k deck. • • ••• • •• ••• • • • • • •• •• ••. • • • • • 0 • ••• • • • • • • • • • • • • • • ••• • • • • • �•• ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • .. Ply T"' 6 when used as a mechanically fastened base or anchor s ec or y" Type X gypsum board is lcdelttaalbotr,bg installed directly over the wood GENERAL LIMITATIONS: • • ••• • • • • • • •. ..' •• • •• • ••• ••• 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap 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 shalt 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 valve 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specilica11y 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 to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 30 of 30 192 R R01 rsrystexns (TGFU)--Continued Base Coat "A es", an gal/sq. • • • • • • • • • Second Base Coat , "A-38 Series", 0.75 gal/sq. •• ' • • • • • • • ,,, Wear Coat: "A-30eries ".0.75 galisti plus walnut-shells at 0.751bs per sq. Surfacing: 708 Series,",,0.7501/sq plus walnut shells at Ot75 lb; i?e_r• sq. 46 Deck: NC , . • • : • incline: 3/4 _. , ., • • Foam: Spray application of 2-in. thick 'Polyfoam 273" (2.7 ibic,r : : SurfacUt Spray application of 28 to 34-mils "U-8730" (aluminum) 47 Deck NC Incline; 1/2 hisuipion: Spray anincation of 2-in. thick "Polyfoam 273" (2.7 lb/ft.3 ) Surfacing: Spray application of 28 to 34-mils "U-8782" (ivory) 447 ROOFING MATZRIALS.MDAYSTENIkRINCTORY •• •• •• • • •• •• • • • •• • • • • • • • • • • • • • • • • • PI RING MATERIALS (TEVT) • • • • • • • • • • • • • • • • • TICOF COVERING:MATERIALS cren GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized, as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in thick (min) G-P . Gypsum Dens Deck® may be used in any existing noncombdStible 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 jomts 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 Gypsuxn DensDecke in hot asphalt applicable Classification. nergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally 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 "EVER- GUARD" 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. ,Polys Insulation". rene reference in any of the following Classficatons include "ENERGuard tii lation". References to glass fiber insulation include "ErtergyGuard Fiberglass hurl- , ASPHALT FELT SYSTEMS WiLV HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet (",GAFGLAS #75 Base Sheet" or "GATGLAS #80 ULTNA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS Ply4" or "GAFGLAS Fly 6") in the Crass 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 Base Sheet (Nailabler . Perforated. to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet", "GAFGLAS IMO ULTIMA ' or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt lass fiber ply sheet following systems. ("GAFGLAS Ply 4" or "GAFGLAS Ply 6") as the nailed base ply in the Bottom ply or base sheet may be solid mopped, spot mopped or mechacally fastened. ni- cally fastened. Unless otherwise indicated, all insulations may be hcit mopped ornrechani- Class A, B or C systems listed below. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the When "perlite" is referenced, this includes "GAFTEF PERMALITEV or any other UL Classified perlite insulation. . B or C system§ listed. Crushed stone or slag are suitable alternates for gravel in any of the Class A, Structural cement fiberbtilding units are considered suitable to be includeci 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 orC 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 ofpolystyrene insulation board between min 3/4 in perlite board and deck with rosin .paper (perlite/rosin paper/polystyrene/perlite) is a systems. suitable alternate for socyanurate board in the following Class A, B or C "BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Perma Mop 'may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". systems, GAFGLAS #80 Premium Base Sheet may be used in any of the following "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6", LOOT R1306 • • Roofing Systems (TGFU)—Ointiruted • • • • • • • • • • :"qA,QtIVIPPItirtillit@ jkcover Bciard: may be used in lieu of,,,,a insufativoin an3aoof•the following NC classifications., &less otherwist incttated, any of the "Asphalt Felt Systems Roofing4411e may be surfac,0 with ."Fueshield MB" at 2.5 —3.0 :if' tt rnotglegphalot, for use with organic'andlglass felts or mocutied •• ••• •• Class A, Rand C ,, .___ (b XiliterableS, 110 •Rkollbind neat 14/01"sas ,roofing membrane may be useciAt [,,-'4; "Ruberoid Mo-VSh'S products in any applicable Classification. Class A . Deck: C-15/32 .. Incline: 3 Insulation (00tionall: orte or more layers perlite, wow: , fiber, isocyanurate, urethane, perliteAsoeyanurate ComPosi thickness. urethane composite, wood fiber/isocyanurate compositeq Ply Sheet Three or more layers Type G1 "GAFGLAS "GAFGLAS Ply 6", hot mopped. Surfacing: Gravel. 2. Deck C-15/32 Incline: 2 Insulation (Optional): One or more ',flyers perlite, wood -m 66 fiber, isocykurrate; urethane, perlite/isocyarrirate coniptisi thickness. urethane composite, wood fber/isocyanurate composite, phenl, Ply Sheet: Three or more layers Type G1 "GAFGLAS' "GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral , Sheernr "EnergyCap Mineral SurfaCed Cap Sheer. it'w 3. Deck: NC Inc.iine: 2 Insulation (Optional): One or more layers perlite, woaci: fiber, isocyanurate, urethane, perlitie/iaocratturate contpoSiti,1 urethane composite, wood fiber/isocyarturate composite; Ply Sheeb Two or mo la Sheet" or "EnergyCap Mineral Surfaced Cap Sheer. GLAS Ply 6", re layers Type C1',t AFGLAS 113/4( Cap Sheet: One layer Type G3 "GAFGLAS Mineral, 4. Deck NC Incline: in 6. Deck: NC 5. Deckr C-15/32 Sheer or "EnergyCap Mineral Surfaced Cap Sheet". Cap Sheet: One layer Type G3 "GAFGLAS Mineral' Ply 6. Ply Sheet One or more layers Type G1 "GAFGLAS Hy 4: °`A,, 1,, nailed). Base Sheet One layer Type G2 "GAFGLAS 1P75 Base %we Slip Sheet (Optional): Red rosin paper, nailed to deck., „ i? \ mat system. Ply Sheet Any UL Classffiedsravel surfaced Clitas A asPhall: ,...\' Insulation: One or two layers "Isotherm R", 4 m. max, Incline: 1 ,,,, 5 5, 55t, Incline: 3 Base Sheet One layer Type G2 "GABGLAS4/75"Base SIteetf..m;;LA/f9 Ply Sheet One or more layers Type GI "GAFGLAS Fly Au, GLAS Ply 6". Cap Sheet One layer Type G3 "GAFGLAS Mineral!, i A a: Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 7. Deck C-15/32 Incline: Insulation: One or more layers perlite, glass fiber, isb 2 Ilrifi thane, perlite/isocyanurate coxnposite, perlite/trethane ' , 4 nolic, 1.0 in. min (offset from plywood joints 6 irt.) .. `) ' Base Sheet One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth "Ruberoid Torch Plus" (granule), "Rubeioid Mop" (Smooth 01 e .. or "Ruberoid Mop Plus" (granule). Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cappyl ',''12.,'55-4 "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. ,.. 8. Deck C-15/32 ' Incline: 2 Insulation (Optional): One or more layers perlite, woc fiber, isocyanurate, urethane, perlite/isocyanurate conip thic.kness. urethane composite, wood fiber/isocyanurate composite, Base Sheet: Two or more layers Type G2 or G.3, Ply Sheet (Optional): One or Membrane: One "Ruberoid To gm,. 4 WM% • 4,45.(44. nwrn.mistRI@MIAL' ANI/ SYSTEM$SDIREOCY • • ••• • ••• • • • 1.94 ROOF COVERING MATERIALS. (TEVT) Roofing Systems (TGFU)- Continued 3. Deck C -15/32 Incline: Unlimited • Insulation (Optional) :, One or more layers perlite, wood fiber, glass fiber, isocyanurate ttt'ethane, perlite/isocyanurate composite, perlite? • urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type ,G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing. "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck NC Incline: Unlimited Surfacing: "Weathercote Low VOC" or " Weathercote" - 2 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED BITUMEN) Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 m. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible :Classifications not exceeding. 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombus- tible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. combustible (15/32 in. min plywood) decks when 1/2 upPmin)lgypsum board or 1/4 in. (min) G-P Gypsum DensDeck® are used directly over the deck with all joints staggered 6 inx (min) from plywood joints. A vapor barrios may be optionally installed under all systems utilizing " EVERGUARD" insulation. " EVERGUARD" insulation is an acceptable alternate in any polyisocyanurate insulation of the following systems. GAF - GLAS Perlite may be used as an option over EVERGUARD insulation. GAF - GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A. 'Ruberoid Torch Granule ", "Ruberoid Torch Granule Plus ", "Ruberoid Torch Granule 1 ", Ruberoid Torch 180. B. "Ruberoid Mop Smooth", "SBS HW Smooth", "Ruberoid 601 Cap Plus ", "Ruberoid 30" . C. "Ruberoid Mop Granule", "Ruberoid Mop Plus Granule", "SBS HW Granule ", "SBS HW Plus ". D. " Ruberbid Mop 170 FR (1 sq) ",` "Ruberoid Mop 170 FR (1/2 sq)" E. "Ruberoid Mop FR 2 ", Ruberoid 30 FR ", "Ruberoid SBS Heat Weld 170 FR" F. "Ruberoid 20", "SBS HW (Heat Weld) 25 ". G. "Flame Free 180 FR ",•" Ruberoid Torch FR ", "Brai Supreme Phis API' Granule FR ", "GBSP- 250FR ", "Brai Supreme -APP Granule FR" . Unless otherwise indicated,; the Modified Bitumen (Granule) membrane may be surfaced with "Fireshield MB" at Z5 - 3.0 flat /sq, and the incline of the resultant system would be increased to a 3/4 in, incline. But if the incline of the Classified system is greater than a 3/4 in. incline, the incline of the roofing system would be maintained when surfaced with " Fireshield MB" at'2.5 - 3.0 gal/sq. EnergyCap acceptable alternate for "Ruberoid 30 FR" or "Rub "Ruberoid Mop 170 FR" in applicable Classification. Mop any • Class A - Ballasted 1. Deck: NC Incline: 2 Insulation: One or two layers "Isotherm R ", any thickness, loose laid or mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing. River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq. 2. Decd: C -15/32 Incline: 1/4 (NC-2) Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not more than 1/8 in. 3. Deck NC Incline: 3 Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Base Sheet (Optional): Type 15 asphalt organic felt or Type G2. Membrane: Ruberoid Torch Granule 1" (modified bitumen). Surfacing Gravel., 4. Deck C -15/32 Incline: 1/4 • • • • • • ••• • • • Roofing:Systems (TGFU)- Continued • , Inmelttion (€ ,Bondy Perljte, glass fiber or.wootl fiber,' any "*„ Iblegtboiane:• ,'Rubeioia Tail Granule •1;` (modified bitumen). :. •. • Slip SI.eei 0.004 i(). iblyeflrIene (not UL Classified). Surfacing '3/4; in. thick concrete with one layer of, Nb.;10 S Quarry tile (or equivalent) groutedin place,•. .5..• Ijeck•NC • Incline: 2 �atiox ZQptZ n31);,.'Perlite, glass fiber or wood fibem any thi. ' • Alemlara'> y, ' "I;lfberoid•Torch Granule 1" (modified bitumen). • : uif.,&ig:. : /'to.1- 1 /2.in. diam river bottom stone at. 1000 Ib, concrete pavers weigh"n'g not less than 10 lb /sq ft and spaced not than l/8 in. 6. Deck: NC Incline: 3 • • • • ••• • • • • • • • ?OFCO+RINGMATERIAL'S (TES Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate any thickness, loosely. Membrane: " EverGuard Sr, or " EverGuard FB ", 40- 100jmi1(TPA)' loosely. Surfacing. River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb/ concrete roof pavers." 7. Deck: C -15/32 Incline: 1/2 Slip Sheet One or more layers Atlas Roofing "FR50", in fastened. Membrane: " EverGuard TPO2 Plus ", 45 mil.~ Surfacing: River bottom stone, '(3 /4 to 1 -1/2 in. diam) at 1000'Ib4/ Concrete ' roof pavers. 8. Dedc C -15/32 • Incline: 1/2 Base Sheet Two or more layers Type G2, " GAFGLAS Baseshee f mechanically fastened. Membrane: "EverGuard TPO2 Plus ", 45 mil: Surfacing River bottom stone, (3/4 to 1-1/2 in. diam) at 10001.44' concrete roof pavers. Class A - Fully Adhered' 1. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite; urethane composite, wood fiber /isocyanuratL' Composite; phe'n thickness. Base Sheet (Optional): One or more layers Type Gi, G2 Or Membrane: One or more layers 'Ruberoid Torch" (Smooth or G;;':` "Ruberoid' Torch Granule Plus ", "Ruberoid Mop" (Smooth or (1i or "Ruberoid Mop Plus Granule" (granule). Surfacing . Gravel, 400 lbs/sq, loose laid' or applied in a flood cot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional):" One or more layers Type G1, G2 or G&» Membrane: One or more layers 'Ruberoid Torch' (Smooth oil' "Ruberoid Torch Granule Plus ", ""Ruboi`d Mop"' (Smooth o. - or "Ruberoid Mop Plus Granule" Coating. Karnak No. 97,1 -1/2 - 3 gal /sq. 3. Deck NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, any thickness. Base Sheet ( Optional).` One or mote layers Type GI,=G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Gr. "Ruberoid Torch Granule-Plus ", "Ruberoid Mop Granule" ar "R Mop Plus Granule ". Coating. Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck C- 15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, thane, pnrlite /isocyanurate Composite, perlite /urethane composit¢*,z nolic,1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet One or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. • Membrane: One or more layers "Ruberaid•Torch" (SmoothorQran. "Ruberoid Torch Granule 'Plus ", "Ruberoid »Mop" (Smooth. or or "Ruberoid Mop Plus Granule ". Surfacing Karnak No. 97,1 =1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type Gl, G2 or GCO Membrane: One or more layers 'Ruberoid Torch" (Smooth or Grail "Ruberoid Torch Granule Plus ". Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 galls Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 LOOK'OR THE UL MARK ON PRODUCT LNG MATERIALS AND SYSTEMS IRRECTORY • :• "'•: • • ••• ;• • ••• ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued ?lnsulation: One or snore layers perlite, glass fiber, 3/4 in. min, isocya- urate, urethane; perlite /isocyanurate composite, perlite /urethane com- osite,1 -1/2 in. min. 3ase Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane One or more layers "Ruberoid Torch" (Smooth or Granule), Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) Or "Ruberoid Mop Plus Granule ". kurfacing. Gravel. "4;lneck: C -15/32 Incline: 1/2 aIfstilation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ltrethane composite, wood fiber / isocyanurate composite. 3ese Sheet: Two or more layers Type G2 or G3. y.Sheet(Optional): One or more layers Type Gl. e, mbrane: One or more layers "Ruberoid Torch" (Smooth or Granule), id Torch Granule Plus'; "Ruberoid Mop" (Smooth or Granule) uberoid. Mop Plus Granule ". sing. Karnak No. 97,1 -1 /2 - 3 gal /sq or gravel. • NC Incline: 1 /2 tlalion: One or more layers perlite, glass fiber, 3/4 in. min, isocya- 'urate, urethane, perlite /isocyanurate composite, perlite /urethane Ositeil-1/2 -1/2 in. min. • Sheet (Optional): One or more layers Type G1, G2 or G3. enthrone: rane: One or mare layers "Ruberoid Torch" (Smooth or Granule), tiberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) ,'Ruberoid Mop Plus Granule ". facing Grundy "AL MB Aluminum Roof Coating" at 1.2 gal /sq. C -15/32 Incline: 1/2 ion (Optional): One or more layers perlite, glass fiber, 3/4 in. isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ,tretbane phenolic, 1-1/2 in. min. Sheet: One or more layers Type G2 "GAFGLAS #75 Base Sheet ", mopped or mechanically fastened in place. Sheet One or more layers Type GI "GAFGLAS Ply 4 ", hot mopped place. e: "Ruberoid Mop 170 FR ". g (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 sifor "GAF Weather Coat Emulsion" at 3 gal /sq. •:C -15/32 k Incline: 1/2 stn • (Optional): Perlite, fiber glass, isocyanurate, urethane or /isocyanurate composite.: . • e or more layers Type G2 or G3 base sheet, hot mopped fastened. Sheet ( Optional): One or more layers Type G1, hot mopped in e: ' Rubemid elop 170 FR ". C =1S/32 Incline: 1/2 on (Optional) Perlite, fiber glass, isocyanurate, urethane or ilsocyanurate composite, offset 6 in. from joints. Sheet One or more layers Type G-2 or G-3 base sheet, hot mopped mechanically fastened. feet (Optional): One or more layers Type G-1, hot mopped in e: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop brave: One layer "Ruberoid Mop 170 FR ", Incline: 1 lion (Optional) Perlite, fiber glass, wood fiber, isocyanurate, or.perlite /isocyanurate composite. Sheet: One or more layers Type G2 or G3 base sheet, hot mopped Mechanically fastened. Sheet (Optional): One or more layers Type Gl, hot: mopped in tee. .. enthrone: One layer "Ruberoid Mop 170 PR" NC Incline:1 /2 lion (Optional): Perlite, fiber glass, wood, fiber, isocyanurate, e or perlite / isocyanurate composite. Sheet (Optional): One or more layers Type G-2 or G-3 base sheet, mopped or mechanically fastened. • • : :• ••: : : ; .nooF fo RIN /MAIERtALS (TEVT) • • ••• 195 Roofing Systems (TGFU)— Continued :;41, l et SOpHottall; • pne or snore Layers Type G-1, hot mopped in Pil:ce. • :: •• • • • :• • lvlenihtane cE•lay;rd•Rub4•oii Tottk Smooth" (smooth), "Ruberoid Mop Smooth". • • • • Membrane: One layer "Ruberoid Mop 170 FR "•(granule). 19. Dodd NC • • . Incline: 1/2 Ineulal'ptI•, (Qptiabnelf • ($tS'br jrtttte layers perlite, glass fiber, .isocya- nur�.te:ut�t1 ne or•.pkilit l'lsocya• orate composite, any thickness. %'Ise Sliest q: n ortelies Tyje G1 or .G2, hot mopped or adhered with Karnak Chemical 'o 84'• or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer' "Ruberoid Mop 170 FR",hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deleted 21. Deck: C -15/32 • Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies Type G2 "GAFGLAS #75" base sheets, hot mopped or mechanically fastened: • • Membrane: One or more plies "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite; vr glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet One or more plies "Ruberoid 20", hot mopped implore. Membrane: One or more plies "Ruberoid 30 FR ", hot mopped in.place. 23. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. Ply Sheet Two or more layers Type Gl, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet.601 ", hot mopped in place. - Surfacing Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No: 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. 24. Deck: NC Indite: 1/4 Insulation (Optional): Polyisocyanurate, perlite, glass fiber or' -wood fiber, 2 in. max. Base Sheet Type 15 asphalt organic felt or Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. -' 25. Dedcc C -15/32 Incline: 1/4 Insulation: Two Layers glass fiber (staggered joints), 1 in. each Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen), Surfacing Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 26. Deck: NC Incline: 1/4 Membrane: "Ruberoid Torch Granule 1" (modified bitumen): Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 27. Della NC Incline:l /2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet Type G2 or: "Flex Base 60" (modified bitumen), mechani- cally fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1 ",.heat fused. Surfacing Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating", 1.5 gal /sq. 28. Decle•NC • • , - li dine:1 /2 • Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board,;2 in. max, mechanically fastened. Base Sheet Type G2' (Modified bitumen), mechanically fastened or adhered with 'hot roofing asphalt. Membrane: "Ruberoid Torch Granule. 1" (modified bitumen), heat fused. LOOK FOR THE UL MARK ON PRODUCT Owner's Notification Form e •• •• ' • ' •• • •• • •• ••• • • • • • • ••• • • • • • • • ••• • • • • • • • • "Delivering Excellence Every Day" • ••• • • SECTION 15414• • .• • • • ••• • •'• ••• HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER iriOVFICi I01�FOj $OOtING CONSIDERATIONS • • •• 1524.1 As it pertains to this section, it is the responsibility of pae; oofing contractor to provide the owner with the required roofmg permit, and to explain to the owner the content dip* Sera 1» .Th provisions of Chapter 15 of the Florida Building Code, Building govern the minimum rei lteTneas p ktandaids of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item his been explained. 4411 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Hurricane one) are for the � Veloci �' purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be as • essed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be 111111/ a to iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). j, 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring gh onng der (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or z r should notify the occupants of adjacent units of roofing work to be performed. EA4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the optio $ of maintaining this appearance. EMI5. Ponding Water: The current roof system and/or deck of the building may not drain well and may 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 roo f system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not Ffe w oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with th Florida Building Code, Plumbing. 417 .,:44fi 7. Ventiln: Most roof structures should have some ability to vent natural airflow through the interior e structura ssem14 (the building itself). The existing amount of attic ventilation shall not be reduced. It may be benefieii1 to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: Permit Number: file:/ / /q/ Documents% 20and% 20Settings /sky/Desktop /SECTION_1524[ I ].htm9/27/2007 5:46:06 AM