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RF-08-84Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/24/2008 Inspector: Grande, Claudio Owner: GRAUBERT, MICHAEL Job Address: 1081 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: A&A ROOFING CONTRACTORS INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)467 -6407 Parcel Number 1132060143620 Lot: Building Department Comments RE ROOF TILE TO TILE (FLAT WHITE) Wa31ilt° 3 Passed ya. Inspector Comments CREATED AS REINSPECTION FOR INSP - 72185. Hip and ridge tiles are also required to be tested in the uplift report. 1 test per 20 tiles. Uplift report submitted says N /A. 3/24/08 CG ti / . P I-- e.--------------------------- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, March 28, 2008 Page 2 of 2 poi \v,(T, Miami Shores Village Building Department 11A%Ail k\3144 _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 UDC( (L BUILDING dt BY. eve VV moo e°0000 Permit No. gCo� S4 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Roofing Owner's Name (Fee Simple Titleholder) / Ot - i't- AIL e # 3/ t4 7 6 Yo 7 Owner's Address Jo f Aft .7 sc. o, , ) b City / State et = Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) Y/ /1rC IC ST City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO i 4/ C L Contractor's Company Name fr1 / a 0 �� Pho 1'' 2-7 Y 9,27g. Contractor's Address Y2--/r 5 L 7� ; City i,C �Ej 6' State s- Zip ? 5° 10 3 Qualifier Name �/ Phone # qf y 2-7 y7 917 5 State Certificate or Registration No. 93850o/ 77 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration ['New Describe Work: Repair/Replace [' Demolition 7 Le- ********* * * * * ******* * * ** ***** * ***** ** *Fee _:x t****a **** **** **** ** *** ** * ******* * ****** Submittal Fee $ Permit Fee $ CCF $ 13'O0 CO /CC Notary $ �/y'1� Training/Education Fee $ 5-0 Technology Fee $ .6'" ' Q Scanning $ 61 "OD Radon $ DPBR $ Zoning $ Bond $ oi,zemien 1 $ Double Fee $ Structural Review. $ JAN 2 9 2008 WI I SHORES S VILLAGE Total Fee Now Due $ 2-13 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 be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument w e day of 20 ��, `�oceee�'''0, who is personally known to 562038 a �� 1, 2010 As id il f!,,5,.11ioath. NOTARY PUBLIC: Sign: Print: My Commission Expires: The fore day of / ' .";®oscr 63. who is personally ' g o has produced stis'' hrification and who did take an oath. $d NOTARY PUBLIC: re me this ../tC Sign: Print: My Commission Expires: APPLICATION APPROVED BY: z145 . Plans Examiner Engineer Zoning (Revised 07/10/07) tail > a,1.. -Sots. Vo Miami Shores Village IMcgricg9 0 ?A Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Permit No. O5 n Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) r+q «� L F7- `�,� " one # 3/ '3 7 007 Owner's Address 1 A�S1 NE as- 5T /VI z 1 S�.e., —.., / City 04 State (,, . Zip N1/1- Tenant/Lessee Name Phone # 3 q (07 (P-'Y Job Address (where the work is being done) ) U SS 1 !VC' 95 S'3 ,/Y) 4 ( 5 H City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address City NO O( •' r C.0451-- Mmle # 0-A) 31b•04"- Qualifier Name , X, . �,t ' Q (pi 31 [� / y2- i -�,�� � (YON Phone # Z State Certificate or Registration No Celt 051104- Certificate of Competency No. - Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Value of Work For this Permit $ Type of Work: DAddition ['Alteration Describe Work: ['New Repair/Replace ❑ Demolition * * * * * * * * * * * ** Fees *' * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 1 U0 .:61 d • CCF $ CO /CC Notary $ S Training/Education Fee $ 0-8U Technology Fee $ SO iJ Scanning $ DO Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 101c`10 See Reverse side -3 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 Ali I+ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certffied copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I, he absence of such posted notice, the inspection will not be aroved and a reinpection fee will be charged. Signature i, d,✓� Signature Owner or Agent DN The fore �, . instrument wasp amen r mite this /4 day of ) , < :l 4;ypennY onDD562010 who is personally kno ; �� �;__, .' � i . c who is perso la e an oath. Contractor The foregoing instrument was acknowl a • ft before me this /16, ov day of ' endeOn ttyglikUTIgigidUCed iS�Fj �4xviro did take an oath. S 111 NOTAUBLIC: � NOTARY PUBLIC: My Commission Expires: Sign: Print: My Commission Expires: V k— l( 7/ APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning 411•1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address lot 1 9'5 City /1 ( l State lgoF 4-0 8r ky Permit No. ter Permit No. /® L 767 6S`G7 Zip ?315' Tenant/Lessee Name etr Phone # ' Job Address (where the work is being done) it / e— 9 S ST, City Miami Shores Village County . Miami -Dade Zip 33 73 8" FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address /9- ,4- deo 4 , -= Phone # t1,24 ( S (,) 3j.: 5rTA1.--e-1° City 6, L.A. j vv.° 0 State °r t- • Zip 3 3 0 Qualifier Name . L C P'-1 )'\ - Phone # State Certificate or Re_ stration No. ' g 3 0 6/71 Certificate of Competency No. (JV 1gsy 27Y 93-1$ 3 Architect/Engineer's Name (if applicable) "1/'— Value of Work For this Permit $ Type of Work: DAddition DAlteration [New Describe Work: ft Phone # Square / Linear Footage Of Work: � � �� f & a et( CO wle- J0 Repair/Replace 6}e-0 ❑ Demolition Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ 5 Bond $ Co orcement $ 9 °:� Double Fee $ Structural Review. $ CO /CC Total Fee Now Due $ 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 p operty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fi inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wt of be approved and a reinspection f will be charged. Signature �t�� -- Signature The foregoing ins - nt was a` day of , 20 _, by Contractor ged before me this The foregoing instrument was acknowledged before me thi2f day of P4 , 20 Or, by rid Sell / 'rij7, who is personally known to me or who has produced ft'1' ott, dt , 43 U U 0 as identification and who did take an NOTARY PUBLIC: who is personally known to me or : as produced identif ation d who did take an oath. NOTARY Sign: Pri M `commission Exp es: APPLICATION APPROVED BY: (Revised 07/10/07) Sign: Print: My Commission Expir * * * * * * * * * * ** * ** * ** * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 1111111111111MBEIN NOTICE OF COMMENCEMENT CFN 2008R0076048 AOREONTEDOWWWWSTEEEPOWEDONITEJOBWEIVITUMODIFFHWITOPECnria R Lk 26185 Pg 22171 (11,g) RECORDED 01/29/2008 13:4038 HARVEY RUVIN, CLERK OF COURT PERMIT NO. irc 0 %- -2 4 TAX FOLIO NO. it 3 c)-0 D (4436,61-0 LAST PAGE MIAMI-DADE COUNTY, FLORIDA 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: /OBI I4C crs .5T ti IA es-A i Sikttt5 I FL, 33(3 FCE$1VEO JAN 2 11119 rAtAt-ti Sv\-0E-t-S SeC (-05 ? bade- 81 2. Description of improvement RE-R-mr 3. Owner(s) name and address: c RAE-1_ c,RAv zeRT o 06 sci: t-1/4 i S140.P-ezg Fe— 33/38 Interest in property: (06 1,-o Name address of fee simple titleholder A 5. Surety: (Payment bond -.4'.uired by (Avner from contractor, if any) Name and Address: _Ai^ Amount of bond $ STATE OF FLORIDA, COUNTY OF DADE. 6. Lenders name and address: 7. Persons within the state of Florida designated by provided by Section 713.13(1Xa)7., Florida StattterNARv Name aridAddress: P'S By I HEREBY CERTIFY that thus is a opy of the day of 8. In addition to hknseff, Owners designates the f in Section 713.13(1)(b), Florida Statutes. Name antlAddress: r•V I 9. Expiration date of this Notice of Commencement (the expiration date is I year from the date of recordng unless a differ is specified) ri linrilltiMiligr." yekifeiiiirdr-li • ??,'", Print Owners Name pit • opemtreLathieena- Sworn to and subscribed before me this 1? day of Notaty Public: \ Print Notary's Name: NOTOW8birrtafirafe*WRA, .•%"' 4; %, Penny S. Henderson .4 ,,r ' Iii'ir COM 11 iSSiOn # DD562038 Expires: JUNE 11, 2010 BONDED THRU ATLANTIC BONDING CO, INC. Air 11 244 PrePared bY_ThsaLE:fp atowirj , 20 Address: dolts • • •• •• 'ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • - • fo 8/ • Florida Building Cpcte eglitaovi 2Q4 4 • j • r ••• • • • • • • • • ••• er' • • ••• •• •• • • • • • • • • • /-�s-- HI • h- Velocity Hurricane Zone Unl;ortn Remit ApJAcatiod Form: • ••• ••• ••• • • ction D (Steep Sloped Roof System) Roo NMI AM assigmannosiblimorp • - m 4 c anus- cturer: -A) • • ; • • mg • /• ! • • _.. i►; ttan Number: Minimum Design Calculations ): Wind Pressures, If Applicable (.•.= 'RAS 127 or G 1 :� I P2: 19 i 6 P3: 19 , 5 Maximum Design Pressure (From the Product Approval Specific System): Steep Sloped Roof System Description Deck Type: Type Underlayment: RoSlope: ..12 Mean Roof Height: Insulation: I A A Fire Barrier: 36* d�1=- • Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Miami Shores Village Lb 1/ Type & Size Drip Edge: -F & 15.34 STATE AND Cuuiv zL ;J I IO NS FLORIDA BUILDING CODE — BUILDING • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• �F;Ot;F ASIEMBLIES AND ROOFTOP STRUCTURES • • • • • • • • • ••• • • • • • • Florida Buildirtg r6c Editto11:20p ; • • • High - Velocity Hurricane Zone Permit AppI;cation • • ••• ••• ••• • • Section E (Tile Calculations) For Moment based tile systems, choose either Method I or 2. Compare th•vluno fo *Mr with the•vglues ayir alf. Mae Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachmetti methpIj y at j�eptible•• • • • • • • • • •• • • Method 1 "Moment Basedd e Cal�ltla• Ron es-P�e`PRAA 12:7" ' • • • • • = I310 -Mg: ?;79 =MI e -lak (P1: (P2: x1< lit Ix x A (= 7' - Mg: 7 t = Mr21 tL 1 Product Approval Mr //��, I I Q�G� �q q Product Approval Mr %bt' (P3: x X q '- Mg: �•71 = Mr3 ® 1 Product Approval Mr E>t L' Wit-/ Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr required Moment Resistance* Mean Roof Height -• Root Slope ,I, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 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 bused 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 B = Fri Product Approval F' (P2: (P3: xL xL xw: =-)-W: xw: = )-W: x cos 6 = Fr2 x cos N = Fr3 Product Approval F' Product Approval F' Where to Obtain Information • Description Symbol Where to find Design Pressure PI 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 B Job Site Aerodynamic Multiplier J. Product Approval Restoring Moment due to Gravity M$ product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mg 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 - BUILc G 15.35 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION , NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 S. Federal Highway, Suite 300 Stuart, FL 34994 • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • •• • MIAMI DADE COUNTY, FLORIDA • . METRO -DADE FLAGLER BUILDING • • • • • • • • • • • • 14Q WET F .AGLER STREET, SUITE 1603 • • • • • • • • • •MIAIVII, FLORIDA 33130 -1563 • • • • • • • • • • : • • • t3OO)I75 -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 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 ABJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Skandia 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 numbed 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 arid: shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 00- 1106.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Ejgebo NOA No.: 05. 0413.01 Expiration Date: 12/01E10 Approval Date: 12/08/05 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE Roofing Roofing Tiles Concrete • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ..• • • • • ••• • • • • • • • •••• •.• • • • • • • • • • • • • • • • • • • • • ••• • • • •••• • •.. •.. •.• • • •• • • • •• •.• •• • • • • • • • • • •• • • • • • ••• •• This renews a roofing system using Entegra " Skandia" concrete roof tile, as manufactured for Entegra. Sales, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Auuliaant Skandia. Skandia ABC 'luratile USA "E" USA Trim Pieces pimensioms. Length: 161" Width: 13" Length: varies Width: varies Thickness: varies Test Specifications TAS 112 TAS 112 2.1 COMPONENTS OR PRODUCTS MANUFA l"rmluct Dimensions Tile Nails Tile Screws Rainproof II Ice and Water Shield Min. lOdx 3" #8x 2 1/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. 30" x 75' roll 36 "x75' roll 60 "x75' roll 36" x 75' roll TU Underlayment 39 3s" x 32' 10" roll Product es Flat concrete roof tile for direct deck or batten nail -on. Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations Test Spec fication S' TAS 114 Appendix E TAS 114 Appendix E TAS 104 TAS 103 TAS 103 Product Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Single ply, nail -on underlayment with 2" self adhering top edge Self - adhering Underlayment Self - adhering Underlayment ufactarer Generic (With current NOA) Generic (With current NOA) Protect -O -Wrap, Inc. W.R. Grace Co. Polyglass USA, Inc. NOA No.: 05-0413.01 Expiration Date: 12/08110 Approval Date: 12/08/05 Page 2 of 6 Roof Tile Mortar ("TileTitenr) Roof Tile Mortar o ( "Quickrete® Roof Tile Mortar #1140) Roof Tile Mortar ("BONSAL® Roof Tile Mortar Mix) Roof Tile Adhesive ( "Polypro® AH 160 ") Roof Tile Adhesive ('`Tile Bond") Hurricane Clip & 'Fasteners N/A N/A N/A Various Factory premixed containers Clips Min. V2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 y" • • ••• • • • •• •• • • • •..•• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • 000 • • • • ••• TAS 123 Prepared mortar mix • • desigped fpr mortar set • i : • i roof t* leplrrati"anL • •' TAS:1 i .• • Pre d.. nsortar�mx •.' designed for mortar set roof tile applications : aaaikttk ref doltar set : r&ft le applications • • Two component polyurethane adhesives designed for adhesive set roof tile applications See NOA Single component polyurethane adhesives designed for adhesive set roof tile applications TAS 1Z3' • • •• • See NOA TAS 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Bermuda Roof Company, Inc. Quickrete Construction Products W.R. Bonsai Co. Polyfoam Products, Inc. Flexible Products Generic (With current NOA) 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing 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 "Entegra Sales Inc. Skandia Flat and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 05-0413.01 Expiration Date: 1208/10 Approval Date; 12/08/05 Page 3 of 6 eP 9 • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• •• •• • • • • • • • • • • • Table 2: Restoring Moments this $oA atlty ;ph (ft4bf) - Table 1: Aerodynamic Multipliers - X (1t3) 3 " :12" 4" :12" ' Tile Profile • : 6: 12" • • • •• Li({k3)•' • •' • •: Batten 4pjlii_ceilan • • •' • : bit •' {k, (ft3} cation Skandia Battens • 0.267 •• ••• " • Direct Deck ' Direct Deck ' 0.289 6.85 Table 2: Restoring Moments this $oA atlty ;ph (ft4bf) - Tile Profile 3 " :12" 4" :12" ' - •- -••••g :: 5! :1 ' : • • ' ' �" • • : 6: 12" • • • •• 7" :12 "or greater Battens Direct '''` Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Entegra Skandia 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 N/A Table 3: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) For NaII -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" *wood) Battens Skandia n ► 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 242 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 31.9 322 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 41' tile headlap and fasteners are located a minimum of 2W from the head of tile. Table 4: Attachment Resistance Expressed as a Moment Mt (ft-tbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Skandia Adhesive 31.33 2 See manufactures component approval for installation requirements. Flexible Products Company TlleBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 054413.01 Expiration Date: 12/08/10 Approval Date: 12/08105 Page 4 af 6 } • • •• •• • • • • • • • ••• • • • • • • • • ••• • • • • • ••• •• •• • • • • • • • • • • • Table 4k Attachment Resistance Expressed as a Moment - M, (ft Ibf) For Single Patty Allheehre See Systems . • Tile Profile ' : • • • • • • • • >Dfi�ifitiwm Attachment Tlae AePticitlon ; ; : jtesistance Skandia PolyProTMr PolyProTM 40.46 4 Large paddy placement of 45 grams of PolyPr&M. • • • • • • • $ Medium paddy placement of 24 grams of PalyPro*"". • s • • •• • • • • • ••• •• Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -lbf) for Mortar Set Systems Tile Profile The Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's nano; or logo, or following statement "Miami -Dade County Product Control Approved ". 5.2 Entegra Sales Inc., Skandia Roof Tile bears the following markings: Skandia, Skandia . ABC, Duratile, USA "E" USA, where the E is a stylized logo. ,+t 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. MANUFACTURING LOCATIONS 7.1 Indiantown, PI, NOA No.: 05- 0413.01 Expiration Date: 12/011/10 Approval Date: UMW Page 5 of 6 PROFILE DRAWING SSANDIA FLAT CONCRETE TILE 1 SKJ, NDI a END OF THIS ACCEPTANCE •• ••• • • • • • •• • • • •• • • •• • • • • • •• ••• •• • • • •• • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • e • • • • • • • • • • • • • •0S • • • • ••• • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • •• 00 • • • 00 00 000 • • • 000 • • NOA No. :05-0413.01 Expiration Date: 12108/10 Approval Date: 12/08/05 Page 6 of 6 IAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION &L..al LL FEB `. 2000 NOTICE OF ACCEPTANCE tNOA Lanean 210 J:lc on Tie.: 12 7I /LIX .� /i Or MIAMI DADE COUNTY, FLORIDA I METRO -DADE FLAGLER BUILDING 140 WEST PLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 rider the applicable rules and regulations governing the use of construction materials. to ed has been reviewed by Miami-Dade County Product Control Division and accepted {e 11 r Milli es Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the `A' ith itY 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 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 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 determine by Miami Dee County Product Control Division that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as describe herein, and has been designed to comply with the Florida Building Code, including the.High Velocity Hurricane Zone. DESCRIPTION: BIB -14/ BEB-14 Wl:irlyBird® Wind Turbine • . • • • .• • .•.• • • •••• •. • • • • • •• • 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 not eherein. •••• RENEWAL of this NOA shall be considered after a renewal application has been filed ang tVgehras beer i 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 re visionvr c • hapg8'iathe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ensfvrsarnannt of ar y • product, for sales, advertising or any other purposes shall automatically terminate this NOA.Tailure to °e pty 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. Hoy 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 # 00- 1127.02 consists of pages 1 through 5. The submitted documentation was reviewed by Jorge L. Acebo NOA No.: 05- 0823.06 Expiration Date: 12/22/10 Approval Date: 12/22/05 Page 1 of 5 • • • • • • • • • • • • • • ROOFING COMPONENT APPROVAL Catevorv: Sub- Catcaorv: Tvoe; Materials Deck Roofing 07720 Ventilation Turbine Aluminum Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions BIB -14/ BEB-14 22" wide at base 17 -1/8" high WhirlyBird® Base 0.0253" thick Elbow & Dome 0.032" thick Vanes 0.019" thick Rotor Band 0.0305" thick Extrusions 0.125" thick Turbine Cap EVIDENCE SUBMITTED TestAaencv PRI Asphalt Technologies, Inc. 14" dia. Teat Specification TAS 100(A) Product Description 14" diameter operning turbine ventilation system. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. Test Idendfler PRI0002 Description TAS 100(A) •••• • • • • •••• • • • •• • •• • ate• . • • .. • • ....08/24/04... • • •••• •••• • • • • • • • • • • .. • .• •• • • • • • • • • • • •. • • ••.• • • •••• • • • • • •• • NOA No.: 05- 0823.06 Expiration Date: 12/22/10 Approval Date: 12/22/05 Page 2 of 5 APPROVED ASSEMBLY; System Type A: Mechanical attachment of turbine vent over composite shingles Cutout: At chosen location (see Lomanco instructions for proper placement) and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Seal around top and sides of hole with approved roofing cement. Installation Determine roof pitch in compliance with Lomanco instructions and align roof pitch number on elbow with indicator line on flashing. Place three short screws . through holes that line up with pre- drilled holes in base. Place mounting base unit flat on the shingles on its flashing, and coat underside of base flashing with roofing cement In its pitch- adjusted position, carefully slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where necessary, and rechecking pitch setting for vertical alignment, secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately %" from edge of base per detail drawing "Base ". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of ' /a ". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco instructions with approved sheet metal screw. Seal all seams and nails with approved roofing cement. .••••• Position whirlybird on the base. Line up the pre - drilled holes in' the imckefs'and • base and fasten with approved long sheet metal screws. • ' After installation, verify that whirlybird turns freely. adjustment may be made by gently prying lowest point remove any wobble. Net Free Area: Refer to manufacturers published literature. Slope: Minimum 2" on 12" LIMITATIONS; 1. Refer to applicable building codes for required ventilation. 2. In the event of a Hurricane Warning or in the event of a high wind event with expected wind speeds in excess of 70 mph, the turbine head shall be removed and replaced with the approved stone cap listed herein. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. • "WekgarY, 1%494' of tyrbinA upward to, • • • • • • •. •. •• • • • • • • • . • • •. • • ...• • • ..•• •. • • • •• • 4. BIB- 14/BEB -14 Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 if NOA No.: 05- 0823.06 Expiration Date: 12/22/10 Approval Date: 12/22/05 Page 3 of 5 r DETAIL DRAWINGS 4.649 PA7'Ij,P I NG Base 5.894 8.053 0.2031 -- 0.3750 1 0.1250 14.0625 • • • • • •• • • •••• • • •• •• • • • •••• • • •••• •• • • • • • • • • • •••• • •••• ••• • • • ••. • • •- - -.� • if •• • • • ••• 1.358• • .. .l • 14.2425 Hurricane Cap NOA No.: 05- 0823.06 Expiration Date: 12/22/10 Approval Date: 12/22/05 Page 4 of 5 • • • • • • • • •• • • • • DETAIL, DRAWINGS 4.649 8.053 4.649 PATIT PENDRJG Base 5.894 22.000 8.053 • • •• • • • • •••• • • • • •• • •• • • • • • • • •• • •••• • • •••• • • •• •• • • • • • • •••• • • • • •••• • ••• •• • • • • • • 0.2031 0.3750 01250 J 14.0625 • -1 • • • • • •• •••• • 1.3750 • • 1.3750 • • 14.2425 Hurricane Cap NOA No.: 05- 0823.06 Expiration Date: 12/22/10 Approval Date: 12/22/05 Page 4 of 5 • • • • • • • DETAILED DRAWINGS (CONTINUED) BIB -14, BEB-14 End OF THIS ACCEPTANCE ... • • • • •••• • • • • •. •• • • • • • • • •• • • • • •••• •••• • • • • • • •••• • •••• • • •• •• • ••• • • • •• • • • • • • • • • • • • •••• • r • • •••• • • • • •• • •• • • • • • •• • NOA No.: 05- 0823.06 Expiration Date: 12/22/10 Approval Date: 12/22/05 Page 5 of 5 • • • •• • • SECTION 1524 . • • ,• • • : • • ••• HIGH- VELOcny HURRICANE �v�-- • • • : • • • • REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS •• •: • . :'• :•• •• 1524.1 Scope, . V' •... •, • • As It pertains to this section, it is the responshiffity of the roofing for to provide the oar wfh the requited roofing p to ern to the rimier the content adds seen. The provisions of Chapter 15 of the Fiorkia Bsdkfing Code, Builtkg govern the minim= requirements and winder& of the ktckstry for roofing system dons. Addhionatly, the fokavvkg its should be wed as part of the agreement between the owner and the ter. The owner's Mai in the deskinakad space Modes that the hem has been explained. 1 • The workmanship provisions of Chapter 15 (14gh -Very Hurricane Zone) me for the purpose of prang that the roofing system meets the staid resistance and water intrusion performance standards. Aesthetts (appearance) are not a conskierathen with respect to workmanship provisions. Aesthetic issues such as color or archfechsal appearance, that are not part of a zoning code, should be addressed as part d the agreement between the owner and the ccniracsor. Vi 2. Rrandling mood deacon When nag me g, the a xisf g wood roof deck may have to be retailed &r accordance with the cumerd provisions of Chapter 16 (Higli-Velodty Hurricane Zones) of thew (The roof deck is many concealed priorto hem the egg roof system.) V \ 3. Common roofs: Common roofs are those witch have no vishde dekieetkin between neighboring wilts (Le., townhouses, condornhrtans,, ems.). In buldrigs with common mots, the roortng contractor be performed. and/or owner should nol y the ooh of adjacent wee of roofing work to 4.. Exposed canna= mod, open beam ceilings are where the underside of the roof decking viewed d from below. The owner may wish to makdadn the therefore, roof g nail pence of the underside of the deddrg may not be acoeptedie. The owner provides the option of nag this appearance. Y\K 5. Ponding water: The Curried roof system motor deck of the burg may not drab wait and may cause water to pond ( ) to low-lying areas of the ,roof. Pondtg can be an indcation of structwal &stress and may rexpdre the review of a pr+afessiofd structwal engineer. Ponding may shorten the Ne expectancy and performance of the new roofing system. Poncfrg conditions may not be evident with the origivai roc i g system is removed. Panting cow should be corrected. 6. Overflow s (waft }:1t is rawhed that rainwater lbw oft so that Ito ruf 15 not overloaded from a of water. Perimetededge walls or other roof odensions may bicvc this discharge if overflow scuppers (wall ) are not pnivkled. it may be necessary to ins overflow scuppers in adore with the requinamerds of Chapter 15 and 16 twain and t - ,�° Florida Buihiirg Code, Pkamb g. ,i 7. Ventilation: Most roof structures shcadd have some arty to vent crate: airflow through the interior of the structural assembly (the being itself). The exksting amount of attic ventilation- shall not be reduced. It may be bene icy to axes er addtional venting whids can result h t extend- ; the service life of the roof. M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • •• •• • • • • • • • • • • • ••• ••• • • • • • • • • ••• • • • • ••• •• •• • • • \• • • • • • • • :\••• M,3AMI -D4E C(SUyTj, CLORHDA • • M�+TRO -DM,E GLEd BX I{DVG 140 WEST FLAGLER STREET, Sbfl' '1603 • • MIAMI, FL"404 7, A 33135-2908 30 -1563 '. (30,:13��75�•2901 : 305� • • • • • •• • • • ••• ••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF 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 renews NOA #02 -0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 •• •1 •••• • • • ••• • • • • • • • •• • •• • • • • • ••• • • • • `p • • • • ••• • • • • • • • '`3 • • • • • • •• • •• • • • • •• •••• • • • • • • ••s • • • • • • • • •• • • • ••• • • •• • • • ••• • • • • • • • • • • • e •• • • • • • • • • A • • • • • • • • ••• ••• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Dimensions 5, 55 gallons 601b. Bags 1001b. bags 5 gallons Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 1, 5 gallons ASTM D 2824 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39,37" (1 meter) Wide ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeidTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide • 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type 11, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 •• •• ••• • • • ••• • • • • • • • •• •• • • • • • • • • • •• • • • • ^" • • • • ••• • • • '3'radu'ct; • • •• • • ' • • • PScrlitlon •' • • • • Asphalt coated glass fiber mat'flashifig •• • sheet availab a in three sizes. Fiberglass 134se fret t e i tergn $etch • • • sides with : ita4t. Hf ie�.oh 41b • bottom side with nfinetal graau1C• •. • embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle - Mate" Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide . 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 4 sq. roll 301bs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types I, II, III and IV ASTM D 5147 • • ••• • 00 •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • •.. .. •• • • • • • • . • • . • • • •.• • • i : • • • • . Pfodntt •' • • • • • • • • • pescril1tiov• • • • .'• Heavy duty, potyest&itiiiittced, asphalt' modified bitumen membrane, granule surface. ••• : i ••• :• .•. •• Heavy duty, :Mgstgr jeig vrce d, asphalt modified boitunieli meaiib g, win surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule. surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. TopCoat® Surface Seal SB 5 gallons (Matrix 602 SB Coating) GAF WeatherCote® 5 gallons MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 5 gallons MB Coating) WeatherCoteTM (Matrix 5 gallons 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Test Specification ASTM D 5147 ASTM D 5147 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 5 gallons ASTM D3019 5 gallons ASTM D 2824 5 gallons ASTM D2824, Type I 5 gallons ASTM D 3019 Type III • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • ••• ••: •: Product ••• • ••• escrib . • • • • Non -woven pslyester•mat :sated Oi.th • • polymer modified asphalt and surfaced • with miner+ gran iles file ppde .ument. Non - woven •nolze ttea rnatto*tt€31 with • polymer melfg.dspiialt d surfaced; with mineral granules tile underleynment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofmg Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non - fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 5 of 32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Perlite Tnsulation Dens Deck E'NRG'Y -2 & ENRG'Y -2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • • • • a • •• • • • •• • • • ••• • • • • • • • • • • • ••• ••• ••• • • • • • • • • • • s • • • • • • • • • • viin ctuz ®r • a .tuithm:CreAtiat•NcoleCil •. • Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board • Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. Product Nanie TABLE 2 Product Description • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • ••• •• •. • • • • • • • • • • • • • • • • • •••• • • • •••.••• • •• •• • • • • ••• ••• ••• • • • • • Manufacturer • •• • Glass fiber/Mineral fiber insulation • . • • Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation GAITTTE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener. GA1~ 1'r1'E® (Drill-Tec ®) ASAP GAFTrI E® (Drill =Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill-Tec® Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAF 1T1'E Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate • • (Witi.Current NOA) • • • • • Zso! I wvrlle •.•••. • • mutt lilanvile Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3112" 3" and 31/i" 2 7/8" x 31" 3 "x31/4" 3" round 3" square 3.2" GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 7 of 32 APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17. 18. 19. 20. Product Name Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul -Fixx Fastener Insul-Fixx S Plate Insul-Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Fl. IRTofS.Fl. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF -020 -02 -01 02-005 02 -014 • • ••• • • •• •• • • • •• •• •e• • • • • • ee • • • • • • • • • • • • • • • • ••• • • • • • •e• • • e • • • • • • • • • • • • • ••• 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Manufacturer nth Cur Dimesuiwis• • • • • ••• ••• •• • • 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round *• nt NOA) •Z• • • • • linWl1 ufaaturing • .C.449 ,,,144, . • Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. Description Date FMRC 1996 01.01.96 J.I.1B9A8.AM 09.04.97 1.1.3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 8 of 32 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. • • .0. • • . •. •• • • • • • • • • • • • • • • 4100 • • • • • • • • • • • 000 • • • • • • 4141. • • • • • • 0 0 • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • 410 • • • •. • • • • • •••• • • • 0 • ••••• • • • • •00 •• ••0 ••. •• • • • • 00 • • •• • • . • • • • • • • .• •• Base sheet: GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: 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 Flynt 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side Iap. 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 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 #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. 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 (GAFTITE) 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 (GAFT1TE) #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: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 26 of 32 Membrane: Surfacing: • • ••• •. •• • • • • • • • • • • • • • • ••• • • • • • •.• • • • • • • • ••• . •• . • • • • • • • • . • • • • • ••• One or more plies of RUBEROID MOP Smooth, abarbid® lu¥? p IN FR,. • • Ruberoid® Mop Granule, Ruberoid® Mop Plus f rinuli , Rubeg id( 20' • ; • • • Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid®•Mo rFR or:RUIrsSOIl7 • • •.• U1traCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. • • • • • • • • • • • • • ••• • • One or more plies of RUBEROID MOP Smooth, R.TEE32QAVivfop C� aranule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoicf(( 2ti RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR. or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 27 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply anchor sheet. • • • • •• •• • • • • • • ••• • • • •• •• • • • • ••• • • • • • • • • • • • • • ••• • • 00: • • • • •• • •• • •• . • •• • • • • • • • • • • 6 when used as a the nical y ,atten• d bas4 or : • • 2. Minimum i/a" Dens Deck or 1/2 Type X gypsum board is acceptable to in installed directly over the wood deck. • •••••• . • • • •• • • • • • ••• ••• GENERAL LIMITATIONS: 1. Fire classification 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- 401bs. /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 nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and 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- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32 of 32 MIAMI•GADE 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 • • • Ai • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• •• • • • • • • • • • • • f • • • • • • • •:A AA SI�AA: COUat i •°, &c IDA METRO -DADS F1.AGLE BUILDING 140,M Sy1' 1 C3ItEit•STAET•T, STATE 1603 • • • • • + , kbRIDA 33130 -1563 • 05) 3+ 5•�L90r • 11AX (305Z'375 -2908 www.buildin codeonline.com 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. DESCRIPTION: Bermuda Concrete Flat 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 renews NOA # 01- 0417.09 and consists of pages 1 through 6 The submitted documentation was reviewed by Alex Tigera. NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. 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 system. Roofing Roofing Tiles Concrete • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • •' •• • • • •• • •.. • • ••• ••• • •• • • • • •••. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •C• •• • •• • • • • ••• •• 2. PRODUCT DESCRIPTION Manufactured by Applicant Entegra Flat Tile Trim Pieces 2.1 Product Dimensions 1 =16" w = 10" 1 -I /a" thick 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or batten 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. ❑ COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specifications Description Rainproof II 30" x 75' roll TAS 104 Single ply, nail -on 36" x 75' roll underlayment with or 2" self - adhering top 60" x 75' roll edge. Ice and Water 36" x 75' roll TAS 103 Self - adhering Shield underlayment Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) NOA No. 06-0310.06 Expiration Date: 06 /07/11 Approval Date: 05/25/06 Page 2 of 6 Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix") Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" #8x 21/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. • N/A N/A N/A Roof Tile Adhesive N/A ( "Polypro® AH1 60 ") Roof Tile Adhesive Factory premixed TileBond canisters Test Specifications Wood Preservers Institute LP — 2 TAS 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 See PCA See PCA •• • 011 0 •• • • • • • • • .• • • • • • ••• • • • • • • • ••• • • • • • .• • • � �p , • • • • • 1 � odute • ,•„ .0. Desc,riptien , • 1VIa!riufac#udier, •, 1111. 1111. •,• • • Salt pressure treated generic • or decay asist3ntr, , • •• . • •• lumber battens': ; ; • : • •• • • '• . • : :•• 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 •• • • • • •• generic generic 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) NOA No. 06-0310.06 Expiration Date: 06 /07/11 Approval Date: 05/25/06 Page 3 of 6 Product Hurricane Clip & Fasteners Dimensions Clips Min. 1/2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 1 /4" 3. LIMITATIONS Test Specifications TAS 114 Appendix E ••.•• ••• ••• •••••• •'•� • • • ••• • ••• • • • • • • • Descaptain , • • • Ma$ufactute• 0 •• Corrosion resistant Generic • clips with t ripsipn • • • • • ,, • • resistant nails: •• • • • • • : • •, •• • • • • • ••• •• • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing 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 4.1.1 Entegra `Flat' 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 NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 4 of 6 Table 1: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Direct Deck Application Direct Deck Application Entegra Fiat Tile 0.189 0.205 NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 4 of 6 • . ••• •• .• • • • • • • • • • • • • • • • ••• . • • • • • ••• • • • • • • ••• •. •• • • • • • • • • • • • • • • ••• • • • .• • • • • • • • • • • • • • Table 2: Restoring Moments due to Graviti WI qt -Ibf " ., • . • ::.', 7 �� .12 or . greater Tile Profile 3":12" 40:12" 5":12" 6":12" - Entegra Flat Tile Battens . Direct Deck Battens Direct Deck Battens Direct Deck Ba ted • .. :3ij2gt D4cit pasttens, 4 • :. Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 •8.14: :6 4 y5.9., -N.474 Table 3: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Entegra Flat Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw, 51.7 51.7 24.4 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' 50.3 65.5 48.3 1 Installation with a 4° tile headlap and fasterners are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TlleBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No. 06- 0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 5 of 6 •• •• ••• • • • ••• • • • • • • • •• • •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • Table 4A: Attachment Resistance Expressed as a glotrielt - I1 lihf if4lbf). ; : . •: for Single Patty Adhesive Set Systenis • • • ••• . • . • • • • Tile Profile Tile Application • • Minimum Attachment • c •Resistance • 0..: • :11 iii. "' . Entegra Flat Tile Tile PolyProTM • • POIyPr0TM • • • • • : •; ;4(2.4:' '. 4 Large paddy placement of 45 grams of PolyProTM. • • • • •••••• 5 Medium paddy placement of 24 grams of PolyProTM. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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. PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE 16' 16' END OF THIS ACCEPTANCE NOA No. 06-0310.06 Expiration Date: 06/07/11 Approval Date: 05/25/06 Page 6 of 6 MMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • ••• •• • • • • • • • • • • • • ••• • • • • • ••• • • • • • . • •• •• • • • • • • • • ••• • • • ••• . • • • • • • • • • M IAI� t D COUNTY, FLO RIDA • VIEfRO,CADVFIA4L WILDING 1$0 Wgi3T FLIGLCR$TRIEV, 9(JIfE 1603 MIAMI, FLORIDA 31130-1563 ••• (305) 375 -2901 FAX (305) • 375 -2908 • • • e 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 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, cir 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- 6201.02 Expirutiou Date: 05/11/11 Approval Date: 04/13iih5 Page 1 of 7 C n. ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • •• • • •• • • • • ••• • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • •• ••• ••• • • • • •• •• • ••• • • • •• ••• •• • •••••••• • • • • • • • .. .• • • • • . • • SCOPE: •• • • • • • '• • • • • This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using PoIypro® 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 Specifications Polypro® AH160 N/A TAS 101 Foarnpro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description 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. /fl.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. i C. NOA No.: 06- 02f?.33' Expiration Date: 05/ *t" /1L Approval Date: 04/2.?/U6 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 LIMITATIONS: 1. Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520I09 -2 -1 • • •.• • • . •••• • • • • •• • • '•' • • • • • • • • • • • • • • ... • • • • • • • • • • • ••• • • • • . • •• • • • • 0 ••• ••• . • .... • Test Name/Report Date TAis• 191. . • 44/0$/94 TA's1i}• • ••• •.121'!43/96 SSTD•1 t -9.9 • • • . • . 10/25795 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® A11160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as noodiii'l herein. IF w F= 2` MS NOA No.: O6- 02011.E Expiratirn Date: 05/'_C/11 Approval Date: 04/22/06' Page 3 of 7 INSTALLATION: • • •• •• • • • • • • • • • • ••• • • • • • • • • ••• •• • • ••• • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • •, • • • • • • .•• • .•1 • • • • • • • • • 1. Polypro® A11160 may be used with any roof tile assembly havint a cYurentyQJ I11at list ifs • resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Componept jkppli cation section and the corresponding Placement Details noted herein. The roof tile as.seiribly;i adtietive attaohineawith the use of Polypro® AH160 shall provide sufficient attachment r, tieta•$cc, txputssgdps an deft based system, to meet or exceed the uplift resistance determined in compliance *ith l ianri• ade County Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions list °.,d 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- 020 =.f2 Expiratten Date: 05 /1C /11 Approval Date: 04=/OG Page 4 of 7 • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • ADHESIVE PLACEMENT DEIAJLI • • • SINGLE PATTY • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • •••• • • • • NOA No.: 06-0011.9' Expiration Elite: 05 110 11' Approval Date: 04/13!U( Page 5 of 7 •• • •• ••• • • • ••• • • • • • • •'•'• • • • • ••• • • • • • • • • • • • ••• • • • • •• • • • ADHESIVE PLACEMENT DEIAXL 2 • 4.0 • • SINGLE PATTY • •,• ••, • • •••• • • • • • • • • • • • • • • ••• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• ••• NOA No.: 06- O211.91 Expiration Date: 05/1P/11 Approval Date: 04/' ?/06 Page 6 of 7 • • ••• • • • ..• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • ••• ADHESIVE PLACEMENT DgETA . 3 •' • .°: DOUBLE PATTY ' •' • • • • • • ••• ••• • • • • • ••. •••• ••.• • . • „ • • •• •• ••• •• • ... . • • . Ea" • Nag through plastic ceran • ' . : � Ie unr�et the Underlayment Single 'paddy between the 1 21n. x 7 in. medium cou paddy eave course only in.x 3 In. S 4In. ■ Paddy on under- layment Single poly on top of tile Eave Com Nail through plastic cement Single Paddy between tile eta- 1 in. x3In. Sutgie paddy on underlayment Single Paddy on top of tile Eave Course Eave Closure 2 in. x I in. medium Fascsire paddy eave course only ia END OF THIS ACCEPTANCE NOA No.; 06- 020t02 Expir:.tioi. Date: 05/10/11 Approval Date: 04/13/J4 Page 7 of 7 •ss. lle 3s. or re 2007 ROOFING MATERIALS ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)– Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite, 1 -1/2 in. min. Base Sheet (Optional): One or more lavers 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 ". Surfacing: Gravel. 7. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite. Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more lavers Type Gl. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: rethane, perlite/isocyanurate etcomposite, perli e /urethanisocya- nurate, com- posite, 1 -1/2 in. min. Base Sheet (Optional): One or more layers Type GI, 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 ". Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. ck: C -15/32 Incline: 1/2. nsulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet One or more layers Type GI "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop 170 FR ". Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted 11. Deleted 12. Deleted 13. Deleted eck: C45/32 Incline: 1 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. rane: "Ruberoid Mop 170 FR" 16. Deck: C -1 32 Incline: 1 /2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Base Sheet One oremo layers composite, yers Type G -2 or - 3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G -1, hot mopped in place. Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth". Membrane: One layer "Ruberoid Mop 170 FR ". 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: One layer "Ruberoid Mop 170 FR" 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet (Optional): One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. AND SYSTEMS DIRE' •y • • • • • . • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ROOF COVERING MATERIALS (TEVT) Rovfirg fistems.(�GF.U� Contilr�cecj • • Ply Sheet (Opllgifal)i :2ne or•more layers TylpetG- i,•ljpt mopped place. • • • • • • • • PPe in Membrane: One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". • • • • • Membrane: One 2q,ygr %r�ber•Uid:Mr to 70•.I%' (granule). 19. Deck: NC o• • • • • • incl)ue: 1/2 • • Insulation (Optional): & or onorc; la4•er: perlite• glass fiber, isocya- nurate, urethane or perlite /isocyanurate composite, any thickness. Base Sheet: One or more plies Type Gl or G2, hot mopped or adhered with Karnak Chemical "No. 81" 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 —"us, 21. Deck: C- 15/32. Incline: 1/2 Insulation (Optional): Polyisocyanurate,:s ood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. 1. Base Sheet: One or more plies Type G2 "GAFGLASI #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, or glass fiber any thickness, hot mopped or mechanically faster ed. Base Sheet: One or more plies Type G2 "GAFGLAS 175" hot mopped or mechanically fastened. PIy Sheet: One or more plies "Ruberoid 20 ", hot mopped in place. Membrane: One or more plies "Ruberoid 30 FR ", hot,mopped in place. 23. Deck: C- 15/32 Incline: 1/2 I 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 Chap Sheet 601 ", hot mopped in place. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Flee .Aluminum Roof Coating" at 1 to 2 gal /sq. 24. Deck: NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, perlite, g ass fiber, or wood fiber, 2 in. max. Base Sheet Type 15 .asphalt organic felt or 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 Altunintun Roof Coating" at 1 to 2 gal /sq. 25. Deck: 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. Deck: NC Incline: 1/2 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. Deck: NC Incline: 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. 195 LOOK FOR THE UL MARK ON PROD!irrr Miami Shores Village Building Department PERMIT #; r oU I, • 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT Contractor ❑ Owner ❑ Architect Picked up 2 sets of lans . (other) 10 P � ) DATE: Address: 1014• . Y}W) ION KtclUS From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departme t to continue permitting process. Acknowledged by; PERMIT CLEARK INITIAL: (/‘"-- RESUBMITTED DATE: (2:An PERMIT CLEARK INITIAL: Miami Shores Village Building Department 010 N ti i AVenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Permit No. Job Name Date (30 , S 75 --- BUILDING CRITIQUE SHEET s i 56 6s mar AjoiOrzoae0 /-A) 44 4 (u.v" . 4i- r -ro idepu-e... / ,,z 2 44 7-0-6- At-13/ Aer.#1-Ze WS Cjeoi C 4.0 T v 4 /ZQ dtopos,ti - t • /a*_ r- /44.s C4- '� /� t/ 1,/tJ a x_ ife - c. o� 1) Q A. • eh() /14agiucA:ftibm trolo•f--1 A/D cJ 0 b O %L A- m 1 J/ iviAet.' `. c, 00 5e e 5c) S« Au 4--/k//ovitir 1s ivo c2 c.e ic% 7-44 -p- r.,iC 7s eve_ 6 .r6b . TiaotJ r i s o /z- -5 07-4s/.v 3 41 b' D 72-Ca 17 Gv171 Gtt/l i 7z' , Zfr ieP �� .9 1. Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 • • ••• • •• •• • • ••• • •. .• • • • ••• • • • • • • • • • • ••• • • • Florida Building Code Edition 2004 . High Velocity Hurricane Zone Uniform Permit Appticafow elan. Contractor's Name: • Section A (General Information) ••• Permit No, • • r Job Address: /0 € i r1c ?S • • • • • • • • • • • •s• • . • • • • • • . • • •• ••• •• • • • • • •• •• • • • • ••• • • ROOF CATEGORY 0 Low Slope CJ Mechanically Fastened Tile 0 Asphaltic n Metal PaneUShingles ( ❑ Shingles Prescriptive BUR -RASA" 150"- -b. . Sh C3 New Roof Re- Roofing 0 .Recovering [] Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3 333 Section B (Roof Plan) Total (SF) (03Y. Sketch Roof Plan: illustrate afl levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Ammmmmmmmmmmmmummimw uMuEaa ■OE■ ■■E ■i ■■E Ma■ ■ ■■ aiauaee■imuO ■■EM OMME■■ a■ al!!E■Eil■ES■OMIi■■■EaMMMMM■EM■ II ui�t� imgl mmummi ■ alp ■ ■ ■■M ■ ■mmin '�9i ■■■ ■ ■ ■■■■ ■ ■■■■■1■■■■ ■mama ■■■■■■■■■ mME■M■■■■ ■■a■■■■■■■UMMAMM■■■ ■■i titAili641-64 Remi-144-er Roof 09/27105 • HIC-I•VE•LOCAITY 14URRIC4N,F,,ZONES •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Markle P.Ziakthip CodeEtiltign 2iI94, • • • • _ • • Vebeffy FlurristenerZeraiUnteirrt Permit Application Form; • o. • • • • • • • SeCtiO Ft a 41-0W--81000.4011cation) Fastener Spa ChM f1:34141411larfagSMIlleilt.. Attachment Rift IhiSriectfic Roof Assanibly Components and Identify: Man tife cterer go...component- is' Tie t: utetle Itlehtirras*NA1 Systein Manufabtafer: "AN0::0'5-05-okitm. DasignViled Pressures; Fretri.RAS12.&arraltulallonsit. Nuretherof FaStertert.PeiriliStrigtiOrk •rtrax.fl 111020m02:.• ii?ftre43.; '3 oiisto Miet,Delign-Pressurei#rerathelSpeei1i01..0A 452 .5-""'Meld System: Type: . iAltbCa Gauggriiklereess: 1 !$4.,).eg • . • • 0 • • • • • • • • • • • . • • • iI • e • • aI• o• Fielcl: '1 • • • Perimeter Co Novglapi.lkilewS. _Y. 6. ":.crc Corner: 610 ev.gterr, tRows. 41 AnciloriBase'Sheea"No..tif Ply:(s): Antilor7Basealleei EastertarIBOntlin0. Mateklek saw* insulation Base Layer:. nate.lresuietiori-Sikeand Thle1oleem. VW* RaskOnsulallorvEastenetiBendinglvfatetkit •■■•111 'Topinstilatiernayer. T.00. Ind.diatiOn :Sitkanif Tfildrriese.: "Pep ineuteliert.Feetener/Bonding' Material:, -Bese:Sheet(S)43‘16.:ef'Ply(0.4 4P4F BareeMlettFeeterier/BeAtlingNlateria P.Ofit.rrettiir Carnet IllystratoZOITtp01113110.14010.EIVItt Mtifits :a*APO-da.41P: Weat11$014)g, trrtOr,.. B.49a Termination, Striping, Maerifrig, storitliiinsitt Cheat, Gait rip, Bae FIWIlnia, • Ctliinter- Rashing, cetiln.g, Etc, IritItcate: Moan gtiOf *Height; ParapetHeight, Height of law sPlastitng,. CoriWrgient Werke', Material Tftiollness, ?Wiener Type; fastener SOking.or Stibrelit Afittneffadofers.s.Dettills that Zetni)WisiltirRA8 111-antt.etraprer 16. • • • • e • • Parapet Heinht pivshattga)a,No.,...:.60:Iyoy. ply r411104Clif ty .P1)1:•Miegt-Fastetiotizontittqvateritit: 41 A ‘16014fy: F Tep.IPIsr: Fagg li".Aft-teAN faring: FLORIDA BUILDING CODE — RESIDENTIAL titak4c. Roof Height 44.21 HIGH-VELOCITY HURRICANE ZONES • • • • • • • •e• • • •• •• •• • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • n•• • • • • ••• Florida Building Code Edition 200.4 • e• Hilti'Valo.91tx Hurricane Zane Whim, PerniltitppliCalicn Fonn: . • • Section (Stem) -Sloped Root.Syst,eml • • • • • • • • • • "o .- • -sot 1•• ••• ••• *0 • • • . . • • • • • • . Roof System Manufacturer: • ' S •\ -...„,„ _ • •• • . •• • • • • •• Product Approval Number: OG-0316.66 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): Pl: 25 I4' m ±. a.tiSf Maximure Design Pressure Product Approval Specific System: got y Method ef tile attachtnent: fAy1w 4 Roof Slope: 3 42 $teeP S OPe, 09 System Description Deck Type: ype Underlayment: Insulation: • • • • • • •• • • • • • • • • • • • • •0 •• • • • • Wm 30* 42,24 Type..1t, /VA Fire arrier: Fastener Type &Spacing: Adhesive Type: 1- ype Cep Sheet: ITypt.4454to4A. Asktit 0" ISA& 144 a Roof Covering: 15exbuxL. COAIG4C. kAt Type & Size Drip clge: Mean Roof Height: ' At 1 t4. Ate 02C • • ••, • • • ••• •• •• • • • •• •• • Ht114-11C4NE ZONES • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida &Wiling Coda :Edition 2004 0, ° • • §419h Veloeftyl-itirticana:Zeastinifortn:PermitApplirstion Form. . • • • ••• ••• • Section E (Tile Calctilations) •°: • • • • • • •• • • • • • •• • • • .ForMoment baseittile sy,stentsi choose either Method 1 or 2, Compared the,values for MTwith 'the values' from Mr..11. then v alues.are 'greater than Greg utt to theMr vs/nes, for e3d1-area ofthe-roof,Alten thetile,attaehtnent ratthdri is:acceptable. j.„. Method 1 " oment Basted Tile Calm) (P1:47t .10216= 9 - (-0 (P2:A.A. ?‘, .2045. 1 m; `4.1V1,3 • • Per RAS 121" Product Approval ProductApproval M,141 Product Approval Mr .464.1i Mathaci 2'"Simplified• Tile Caieu La liou Per Table.lielove Itequired Moment ofitesistance (M4Froro Table Etelow Product Approval M, 000 0* 0• O • • 000,000 ilk Required Moment RAsistance* Main Ftooffteight —*- Root Slope ..4, 15' 20' 28 SO' 40' 212 34.4 36.5 382 39.7 42.2 3442 322 ZPIA 30.0 31:4 30.8 4:12 '30:4 32.2 333 381 . Calculated 512 28.4 30.1 3t6 32.8 m.-9 6:12 104 /ex 29.4 30.6 32:4 7:12 24g 26:9 271 28.2 30.0 *ii4est be used in. conjunction with. alist of.-promente.basetl: itiessystents..tendorsed' by-the }Inward 'County Board. orrintes For Uplift based tile systems nSe*.Methori.a. comprtre4.the-valites4ur F' wititae valaes fer vahies aro.greatertham.or .equatto. the Fr .vnines, ..for each . 'area of the.ropf,:tlien stho:litelittnalgrreutInetberlialcceeptable. Met)i ryd CnIenIntionsTek RAS127"• (Pt.: . x1: = w:' ) . Product Approval ) x: cos -0;* •.= frt.: Product Approval F. ..). - NV: .x.cos.67.7 •=f4: Product Approval F. .-Whefe.;tie.:011taittjnforinritiott Das orlptiort Symbol Where-to find DgtrProsour4: Pi *cm 'aorta. ItA,c127 Talytit‘ly,Ittellerieering.ftnalyis pm:mat1E liased ortASCE 7 Nteattlibtfille : t 14 . loll:Site SteStope 0 „JO:Re Arrotlynarnic Multiplier. 2. • Product Approval acatoringitidioment:due.10:(aftWitk *M. • Product Approval . . . AttaChrnabt Resistiolce. .4. Product Approval •Roquirad tvicalient IteAtartet' ,: r . Calculated •Mirtimurtr Attachment Resistance. r Product Approval lktquire4Wi2.Riasialdnet Fr . • •Calculated . * Avera0141611Nitttl . • Product Approval Titt4Dimens1ons " 144. length vo-- with 'ProductApproval Villtalcultiticra..tawt bv•sttlintittd to thdBuittlipg.Offielitts,at:theltroo:Of tzerntlyapplitabou,.. FLORIDA BUILDING CODE — RESIDENTIAL 44.23 1/ ids tiill Veftentoteme 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305.795.2204; Fax 305. 756.8972 www.miamishoresvillage.com RE: Permit # r / or 8‘-Y DATE: INSPECTION AFFIDAVIT (Print name and circle License Type) License #: On or about l/ 5//� , licensed as a FS 468 Buildi //3 f/a Contractor / c or ngineer / Architect, , I did personally inspect the roof de c nailing at i /or (Dafe & time) secondary water barrier work at /'7/ %r S (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, ) Sign Sta 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 day of 6 "� P' ....--., No�Y 4U��c -y S • �endetsan 562p38 -2COt 51oi 1, �41g. Notary ublic, Sate of Florida at Large ,,s`{ ts. loop* e rY Sg449 71°1 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection A . Tomassi Roof Testing, Inc. 5451 NW 24m Street, Suite # 3 Margate, Florida 33063 TAS —106 Roof Tile Uplift Test Report Tel. 954 — 979 —1180 Fax. 954 — 979 —1182 Test Date: March 18th, 2008 Project: 1081 NE 95th Street, Miami Shores, Fl. Contractor: A & A Roofing Permit #: RF 10884 Roof Pitch: 3" : 12" Tile Installation Date: March l lt', 2008tl. Attachment Method: Polyfoam Tile Type: Flat All testing is in strict accordance with the Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using an Imada Force Gauge to a minimum of 35 lbs. 'PEST SUMMARY: Roof Area Total # of Tests # of Tests Passed % Passed Field 28 28 100 % Corner 10 10 100 % Perimeter 33 33 100 % Ridge Caps (approx. 80 total) 4 4 100 % Hip Caps (approx. 230 total) 12 12 100% 'PEST RESULTS: PASSED See Attached Sketch For Further Details: Report Reviewed by: Dominick Scarfo, AR0010248 Dade County Certified Testing Agency, NOA # 07- 0720.04 Revises: # 03- 0317.03, Testing * Design Specifications * Management * Quality Assurance T = Tested Tile & Passed F = Tested Tile & Failed B = Broken Tile M = Missing Tiles 85' 1 TAS —106 All Dimensions Are Approximate N Project: 1081 N.E. 95th Street Miami Shores, FL 2/15/2008 10:59 AM FROM: Kimball Kimball Electronic Laboratory, Inc. TO: 19549791182 PAGE: 0080F 012 4:,;4$.ralitRLaglk4PY> KI-ME*LELECTR C LABORATORY, INC 8Q81 21,1ANE HIALEA-I, :FL-33016 Description: •IMADADPSH-440 PULL TESTER Manufacturer: IMADA Model DOSH- Part:KUmber: DPSH-440 Range: _ 0-440 LBS SerialNumber: 199171 Outorrier1.b.: 'N/A 'CV•st:1•Baroode: NIA •Cust Location: N/A ..$08eit.lba. tons: +1- .21:88 • . IbliffilecertifyAiret the abeVellsted.instrument meets er exceedeall specifications asstatedin the referenced pr.ocedureetthe pointstestocf(uniess-otherwitenotedl.it has been cadibrated using measurement standards-traceable to the-Redone' Institute,ofttarizferds and Technology :(NIST), or te.NIST accepted intrfrielesteriderthrof Measuremi3nt, or derived by thelaticitac of.aelf-celibrittiOn teehniqUes. This-calibraticin Is in accordance with Kimball Electonic Laboratory ,Inc Quality Assurtmce-Mantial. KELI's..Quality system Is A2LA-Atcreilifed to180/150-17025:and complitintwIth.MIL-SZ.46862A an dANSINCSL Z540.1-1994. TU RS.whan .applioable ars:greater than or equal to 4:1; with exploded uncertaintyused to Calculate the Test Uncertainty Ratio, with.a coveragefactor of .02 at a confidence level of approximately .95%, unless otherwise noted. My number of factors may cause the calibration Item to drift out of calibration before the recommended interval has expired. . „ stV,40,..„4.4 , . A. TOMASSI ROOF TESTING, INC. 5451 NW 24 MEET #3 MARGATE CaI Date: Cat. Due Date: Cal. Interval: Receivecl: Calibration•Result: Environmental CortitiOns: Performed By: Ft 33063 07-Feb438 07-May-08 3 .MONTHS IN TOLERANCE PASS 74 DEGF •/ 55 %RH JULIO GARCIA Procedure: SYN156 WITARege THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION, PERFORMED ROUTINE CAL, NO ADJUSTMENTS REQUIRED qae,1253NiiKESAMO Company KIM001 !N19 I.D. Description AMETEK T-150 WEIGHS Wrg. N.0,-.„V70,4M4PilaiN Certified by JULIO GARCIA 07-Feb-08 Approved By: JAVIER 1:14:24 PM BALCEIRO 08-Feb-08 1:15:35 PM Last CaI. Cal. Due Date 03-peo-o7 31-Dec-08 0145440,WiMto-Iligi 10,k1Vomtlave.;m.:~,14x--- This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL 33016 Tel: 305-822-5792 - Toll Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.00m f'WP MlYri<M4C:" it90:0 wo- d;,.■ .13` eta, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/16/2008 Inspector: Inspector, Default Owner: GRAUBERT, MICHAEL Job Address: 1081 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATLANTIC CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Block: Phone Number 305)467 -6407 Parcel Number 1132060143620 Lot: Phone: (954)316 -1242 Building Department Comments STRAP EXTERIOR RAFTER TRAILS (HURRICANE MITIGATION) FEB 0 5 200E (97t) Passed Inspector Comments Approved as. per General Contractors Affidavit of completion . 2/4/08 CG see attached. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, February 4, 2008 Page 2 of 2 Mood Skoted Mew We4 oftwitmeat 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 $'4 g-4,1 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 6141-p-1,1 6)14'410 Property Address: /d ( / lam' j3 f Roofing Permit Number: A f / oY 5 Date: I 3 S l Clc Dear Building Official: /1/ 6 certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Signature 66-60 y License Number State of Florida County of Dade ../f/ -12.71,7, Print Name 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 a of i 20 (> YIYUI3 ?C. C• TATS OF RIDA " Pe S. Henderson _C•, Notary Public, Sate of Florida at Lar. „ ;� +. 3.,� mission # DD562038 res: JUNE 11 2010 (SEAL) ©,NUt.i TtiRL ATLANTIC BONDING CO., INC. FINAL COMPLIANCE YDiI 9ssr Si AlfPAv6- GUa/tk S i)e) Creta Li 2 • • • • •• • • • • • • • ••• • • ••• • • ••• •• • ••• • • i • • • • • • • • • • • • • • • • • • •• • ••• • ••• • • • • • •. • •..• ••• • • • C/ N /ILL goorrrea 77 /1Z ,t 42/2474:4C: : : •• r r"u1,. (IV X S 3A C o J 1 141 ,5i I AI e-nCit gfy ,p mvil A-6 , t C' /Y /0 Q 5)/06— j /, 5 iji/ 'sf-TW 't,5` Piz. Stot— Al o f4 1.0704-- Peat, Slow. d •AI / . ' y ' � L l� P -Z.- MVISFr SUBJECT TO COM STATE AND COUNTY •• • • • •• ors • • •0•110. ••■■•••-,-• .•, • 7:4' ,t4n1.7.,f