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61 NE 102 St (7)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 6 305- 795 -2204 Building Inspection Request Date 3 Type Insp'n � oct W4- l Permit No. 60614-15(.0 Name bctoicd Address f FG T l �U1 - ^s-f Company t r ` - Phone # 2 Inspection Date J - 1 �f Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu Inspection Request Date ,*1 Type Insp'n � 2 r n goc& ss . Permit No. '✓P Oct- 1SG Name 0 9( GG Address (D1 101 5+ Company fi (2_00 € - te e / 1 0\ Phone # Inspection Date 31 J - 7C Approved Correction ❑ Re- Insp'n Fee MIAMI SHORES VILLAGE l �� BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date_ Type Insp'n C Permit No. 13� 5a — I5( Name Address / l N Company C/�C�c Phone # Inspection Date Approved 4XX Correction ❑ Re- Insp'n Fee ❑ No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 71 -75 91 -95 6 -10 Passed 26 -30 Passed 46 -55 76 -80 96 -100 11 -15 Passed 31 -35 Passed 56-60 81 -85 101 -110 16 -20 Passed 36 -40 Passed 65 -70 86 -90 111 -200 tmg eenng & sulting, Inc. PROPERTY ADDRESS: 61 N.E. 102n Street CONTRACTOR: Florida Roof Tech ROOFING SQUARES: 21 CONTACT PERSON: Testing E Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: \00000 \ \� ibNo 11 4 10 12 8 1 13 2 18 30 38 39 29 32 31 28 34 33 21 22 23 19 20 16 17 14 15 37 36 35 Ra OWNER: Julio Repacaro TILE TYPE: Monier eda, P.E. Vice: 305.256.4550 Lab Report No. 04- 030178 Building Solutions For The Construction Industry 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Certificate No.02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 Front Test Tabulation FAILED El THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. "ROOF SKETCH" floridatec.net PERMIT No: BP 2004 -156 PCA No: ROOF PITCH: 3:12 INSPECTION DATE: TEST DATE: 3/15/04 JOB NUMBER: Required Testing Force: 35 lb North Fax: 305-256-1995 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical / Plumbing Mechanical Roofing edit 0 Phone # 01Z = 7 2 - Z F,6 0 Owner's Address / /O c S "ire e. >` City Ate.e itr.L 0 5 State `-� Zip ..3./ 1 Tenant/Lessee Name Phone # Owner's Name (Fee Simple Titleholder) Job Address (where the work is being done) ;•/ A(c /O(7 54 e.._ 7 City Miami Shores Village County Miami -Dade Zip 33 / 3 1� Is Building Historically Designated YES NO x Contractor's Company Name R`O/C�CV RD kiZ (L,6 • Phone # V S9' 962, Contractor's Address •-. 7,3 O Za'd >< `2514 e_ City dx-E State c' Zip C.3 3 0/.4, Qualifier are-Z 57)19 � ` $ Value of Work For this Permit (O 9sa 0 U Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: ?4t 224 Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: /,6 2 e �-� —�— gk 0 139 1 3 * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Submittal Fee $ / / Permit Fee $ 3 . ! CCF $ f� CO/CC Notary $ "- Training/Education Fee $ O(i 0 Technology Fee $ Re [ 3 Scanning $ Radon 8 c----" Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address J' City NOTARY Sign: Print: My Commiss * * * * * * * * ** APPLICATION APPROVED BY: chc 12/15/03 res: * * * * * * * * * * * * * * * *** State 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 commen 'nL.m . he job site f the first inspection which occurs seven (7) days after the building permit is issued. I sense of such posted ti tice, the inspection mill not he approved and a reinspection fee will be charged. Signature( I � / v j Signature (J Owner or ::ent / Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before the thus day of �, 200 ` Y "I �: L �, ` _�u Z} �� day of 20 ©, by /&&74. t l 0 `l i f L, who is personally know' o e or who has pro used who is personal yv nown toe'or who has produced • SERGIO GARCIA 11 EXPIRES: OCT 06, 2006 c"" through Advantage Notary PU ;FIC: MUNE on E * Zip tification and who did take an oath. 4•= • SERGIO GARCIA 155511 EXPIRES: OCT 06, 2006 roug , antage Notary NOTARY PUBLIC: Sign: Print: (Certificate of Competency Holder) My Commiss sid n Expires: ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** on and who did take an oath. * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEB 1 2 ZOOk cans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. //-,30 /670 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: 33 /• F 2. Description of improvement: Re — I'oDf • 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: /7' 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: r f Amount of bond $ /v � 6. Lender's name and address: P/' 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: `t'/ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: /1• 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is spcified) t • (glnature of Owner rint Owner's Name...A.)/( U Sworn to and subscribed befor- 2, cp. V3 �zo Notary Public Print Notary's N My commission expire 123.01 -52 PAGE 4 8/02 aot /✓L /p 54 / i ecah - 3 3 / ouzel) ,e-0.91 % o1z3fl a - 9)7 $%/ Lk-y/4 ✓ti e this v� day of 1� h 3c3 O EXPIRES: OCT 06, 2006 Bonded through Advantage Notary : ^/l TAIL iARVEV By Prepared by ,20 Address: STATE OF FLORIDA, COMITY OF DADE HEREBY C IFY that this is a tr e,Fopy of rho original fled in ilinf co on ✓ , %r ,AL1i9,t r, r1.',n /'tcra /'V, C ;rrGoan;yGyurta 111111111111111111111111111111111111111111111 CF•l 200480083172 OR Bk 22025 P9 3806; (1P9) RECORDED 02/05/2004 13:23:13 HARVEL.,RUVIN► CLERK .OF_C011JT MIAMI D 000NT.Yr ;FLOBIWA LAST IPp'GEt—, L� �� 3 3vi‹., Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/13/2004 Applicant: JULIO Owner: REGALADO JOB ADDRESS: 61 Contractor Local Phone: 305 - 557 -9685 Parcel # 1132060131670 Fees: FEE2004 -1495 FEE2004 -1496 FEE2004 -1497 FEE2004 -1498 FEE2004 -1499 Permit Status: APPROVED Permit Expiration: 8/4/2004 Construction Value: $10,450.00 Work: RE- ROOFING MONIER LIFETILE COLOR THROUGH, ADHESIVE SET, GAF MATERIALS Signed: NE 102 FLORIDA ROOF TECH CORP Contractor's Address: 2730 W 78 ST Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -156 REGALADO JULIO ST Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & E1/2 OF LOT 18 BLK 12 LOT SIZE Amount $325.00 $6.60 $2.20 $8.13 $9.00 $350.93 BY: Page 1 of 1 Total Fees $0.93 Total Receipts: $0.88 1 J).)* 3' 0:1,3 3CK= CAE` ,b17E SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS'NO IFIC ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High .Velocity Hurricane ne) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. A 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be :nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida . ui]ding Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring nits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or wner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. — 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not v� erloaded from a build up of water. Perimeter /edge walls or other roof extensions nifty block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code,. Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation s all'not be reduced. It may be beneficial to consider additional venting which can result in extendi : rvice life of the c ik roof. Date Signature • J Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. / Process No. Contractor's Name P% 4177 cWe-'DV Job Address aobll 4' ism ROOF CATEGORY Ur Low Slope ❑ Mechanically Fastened Tile ii3 Morta ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles a es Shingles ARE THERE ❑ Prescriptive BUR -RAS 150 GAS VENT STACKS? ROOF TYPE YES ❑ NO I. TYPE- NATURAL ❑ LPGX C ❑ New Roof a Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) q-76 47 /94'4 • Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify a "NA, System Manufacturer. C4 l' A.--)c NOA No.: 03 - OS 0 l.- d Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 1 Z Pmax2 ' 6 Pmax3: 3 Max Design Pressure, From We Spedflc NOA System: - S 2 - Deck f5 / 6 Type: if Gauge/Thidmess: / Slope: / Z Anchor/Base Sheet & No. of Ply(s):6 '7 ri Anchor/Base Sheet Fastener/Bonding Material: / 2s4asG • Insulation Base Layer. Base insulation Size and lhickress: Base Insulation Fnstener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thidmess; _^ Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s)4 No. of Ply(s); Ply Sheet Fastener/Bonding Material: Section C (Low Sloped Roof System) Top Ply: L 5 ;4 Top Ply Fas�n4 Boding Ali .aterial: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: 9 .0c Lap, # RowsZ (§3 / ' oc Perimeter. " oc (d) Lap, # Rows ± © " oc Comer. " oc (d) Lap, # Rows ¢ c ' oc Number of Fasteners Per Insulation Board Field •- Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spadng or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 4 q FT. Parapet Height i Mean Roof Height Roof System Manufacturer: /4/4 /Z0- ZC c ' Notice of Acceptance Number: D ? —/2 0 S - 0 r Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: �' P2: '. 4 r"/ P3: TIC' / Maximum Design Pressure S , (From the NOA Specific System): Method of tile attachment: 4 D ) °le)5 -C-€/ Roof Slope: 3 :12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Deck Type: Ridge Vertfilation? Steep Sloped Roof System Description ype Underlayment: //". 3G/4 r4 i,~1 nsulation: re Barrier: N/ Mean Roof Height: /3 astener Type & Spacing: l I � 6 / 0. c 4 , 9 ,0 Pr - /D dhesive Type: Ao Cap Sheet: k r90 /h1 oof Covering: ( DDe)h4 d z Type &SzeDrip dge: • • Where to Obtain Information - . Description Symbol Where to find Design Prossurt P1 or P2 or P3 • RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCB 7 Mean Roof Height H Job Site Roof Slope e Job Site Aerodynamic Multiplier x NOA Restoring Moment doe to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance Mr Calculated Minimum Albcbmeet Resistance F NOA Requited Uplift Resistance Fr dated AveragnTile W W NOA Tile 1= length w= width NOA All calculations mast be submitted to the Building Official at the time ofpetmit application. M Required Moment Resistance* Mean Root Height 15' 20' 25' 30' 40' - Roof Slope I 2:12 344 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 31.8 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 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M n If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: 4 z X • 2 -B , = J3.00 )- Mg: • 4.3 = Mi t • 70 NOA Mr (P2 : '7-H z / = L7 ) - Mg: G 3 ' =11 U � 8 NOA 11% (P3: yj / z , 2$ = `'7. )- Mg: 6 = M,. z /.1 NOA i T J Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA M *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. • For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the root; then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P z 1: z w: - _) - W: z' cos 8: = Fr, NOA F (P : z 1: - z w: - _ ) - W: z cos 8: = F NOA F (P z1: z w:- ) -W: zcos 8: = F NOA F MIAM1OAOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. limy portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC - MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 02- 1205.05 Expiration Dater 12/16107 Approval Data 01/02103 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. - 2. PRODUCT DESCRIPTION Manufactured by An a ;tt Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Teclmologies The Center for Applied Engineering, Inc. The Center for Applied Eni 4.- • i g, Inc. 4 r: Test Dimensions ,Spedflcatlons 1= 16% :" PA 112 w= 13" V2" thick L =17" PA112 W= 12'/ W' thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 94 -060B 94-084 PA 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Rge Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) NOA No.: 02- 1205.05 Expiration Date: 12/16107 Approval Date: 01/02/03 Page 2 of 7 Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224-47099 25- 7094 -1 25-7094-7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25-7214-2 25- 7214 -6 528454-2-1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Qulk -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Qutilc- -Drive Screw, Direct Deck) (1 Qnrlc -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25-7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System to July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Ezplratlon Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5":12" 6":12" 7":12" or greater Monier Ufetile Villa, Roll, and Capri Tde Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Monier Ufetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers - a, ft Tile Profile 2. (fl;') X (ft) Batten Application Direct Deck Application Monier Ufetile Villa, Roll and Capri Tile 0267 0289 3. LIMITATIONS 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable 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. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Villa, Roil, and Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 • • 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1.10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Strew 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 Naas (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" file headlap and fasteners are located a min. of 2W from head of the. Table 5: Attachment Resistance Ex as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vila. Roll. and Capri Tile Adhesive • 26.1' 2 See manufactures component approval for Installation requirements. 3 Aexible Products Company TileBond Poyfoam Product, Inc. Average weight Average weight per patty 11.4 grams. per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Ca • ri Tile Polyfoam PolyPro"' 86 . ` Poi oam P . 'ro"' 45.5 4 Lame paddy placement of 54grams of PolyPron". 5 a , Medium paddy placement of 24grams of PolyPro"". NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01102/03 Page 5 of 7 Table 5B: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marling 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 DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 188 Roofing Systems (TGFU) Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type GI " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incine: 1 Slip Sheet (Optional): Red rosin paper; nailed to deck. Base Sheet One layer Type G2 "GAFGLAS #75 Sheet" (may be nailed). Ply Sheet One or more layers Type Gl " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck NC Incline: 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type GI " GAFGLAS Ply 4" or "GAF - GLAS PIy 6 ". Cap Sheet One layer Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in). Base Sheet One or more layers Type GI, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). • • • Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck C -15/32 • Incline: 2 ' Insulation (Optional): One or more-layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type Q or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Granule) • or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers Type GI " GAFGLAS Ply 4" or "GAF - GLAS Ply 6" Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot 2. DeckC15 /32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type GI, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incine: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. PIy Sheet: Three or more layers Type GI " GAFGLAS Ply 4" or " GAFGLAS PIy 6 ". 2003 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Surfacing: "Special Roofing Bitumen" 20 Ibs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. 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, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Dedc NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thidmess. Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". • • • • Surfacing "Weather Coat Emulsion" at 3 gal /sq. 3. Dear NC • Incline: 1/2 • "'Insulation: One or two layers "Isotherm R "; 4 in., hot mopped. PIy Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. • 4. Dedc NC • ' Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, •wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type G1 or G2; mechanically fastened or hot mopped. Ply Sheet One or more plies Type G1 or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating "; 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet One or more plies Type G1 or type G2, hot mopped in place. Coating " Fibered Aluminum Roof Coating". 6. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber polyisocyanurate, wood fiber, mechanically fastened, any thickness. ' Base/Ply Sheet One or more plies Type G1 or Type G2, fully adhered with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modi- fied Bitumen flashing Cement ". Coating "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck C 15/32 Incline: 1 Base Sheet One or more plies Type G2, mechanically fastened. PIy Sheet Three or more plies Type GI; hot mopped in place. Coatings: "Fibered Aluminum Roof Coating", 1 -1/2 gal /sq. • Class B 1. Deleted 2. Deck C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. PIy Sheet: Three or more layers Type GI " GAFGLAS PIy 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating", 1 -1/2 gal /sq. 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. MIA M FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 an Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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• it disbnbutors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 1102- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: 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 (Matrix TM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Roofing BUR Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTMD41 ASTM D 1863 ASTM D 4601 ASTM D4601 ASTM D 2178 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. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2of21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - We1dni 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 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 1 meter (39.37") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide Test Specification ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules 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. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced Premium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR 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 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 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 6164 ASTM D 5147 Product Description 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 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 rfiembrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule 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. 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 and 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. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 4 of 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle -Mate Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) WeatherCoteTM (Matrix 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 Test Dimensions Specification 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3909 wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 Product Description 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 ASTM D312, Interply mopping and surfacing asphalt Types I, II, III and IV SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment 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. NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 5 of 21 (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 APPROVED INSULATIONS: GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFIEMP® 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 Product Product Name Test Dimensions Specification 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D3019 5 gallons ASTM D 2824 5 gallons ASTM D2824, Type I 5 gallons ASTM D 3019 Type III TABLE 2 Product Description Polyisocyanurate foam insulation Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Non-fibered aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive Manufacturer (With Current NOA) GAF Materials Corp. 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. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 6 of 21 APPROVED INSULATIONS: ACFoam I, lI & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ENRG'Y -2 & ENRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board Product Name APPROVED FASTENERS: Fastener Number Product Name 1. GAFTITE® (Drill-Tec®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill -Tec ®) ASAP 3. GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill- Tec® Metal) 5. Polypropylene Plates (Drill-Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Product Manufacturer Description Dimensions (With Current NOA) Insulation fastener for . GAF Materials Corp. steel, wood & concrete decks. Pre - assembled GAN1 GAF Materials Corp. Fasteners and metal and plastic plates. Base sheet fastening GAF Materials Corp. assembly. Round galvalume stress 3" and 3' /s" GAF Materials Corp. plates. Round polypropylene 3" and 3 1" stress plates. Insulation fastener for wood, steel and concrete decks GAF Materials Corp: — "" Construction Fasteners Inc. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 7 of 21 APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul Fixx P Plate 21. Tru-Fast 22. Tru-Fast Plates 23. Tru-Fast Plates TABLE 3 Product Description 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 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 Manufacturer Dimensions (With Current NOA) 2 7/8" x Construction Fasteners 3 1/4" Inc. 3" x 3 ' /a" Construction Fasteners Inc. ITW Buildex Corp. 3 " round 3" square 3.2" 3.25 " round 3.5" round 3" round 3" round 3" round 3" round 3" round ITW Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. 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. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 8 of 21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I.3B9Q1.AM J.I. ODOA8.AM J.L OD1A8.AM J.I. 0Y9Q5.AM GAF -012 -02 -02 GAF-020-02 -01 02-005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 9 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 ' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation 47) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General limitation #7) GAFGLAS Flex 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 (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or Y2 Type X gypsum board is acceptable to be 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 fast layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 21 of 21 MIA MI.O PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMM ITEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 c 2 20004 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division PRODUCT CONTROL DIVISION . (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s045000I1pc200011eemplates nodce acceptance Dover pa e.doc Internet mail address: postmaster ®buildingcodeonliae.com • Homepage: http : //www.buildingcodeonline.com Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 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. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the -use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. _ F' 2 3 MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 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. 4.4 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. 4.5 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. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro®AH160 shall not be exposed permanently to su Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 5 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nag through plastic cement telIn. x3In. Single paddy cc under. layment Single paddy on top at file Single Paddy under We Paddy (between tile) Packly (under tile) Eave course In. X7 Piano:Gum size paddy me Fascia course only ACCEPTANCE No. : 01-0521.02 Frank Zuloaga, RRC Product Control Examiner Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Fascia Weephole Eave closure prill edge i\. 41IAMI SHORES VILLAGE 0 ;0.0-0 BUILDING INSPECTION DEPARTMENT S 1 APPLICATION FOR BUILDING PERMIT , Application is hereby made for the eptwoval of the detaikd statement us sne peens and specifications herewith subin,itted fopthe build inc or other structure herein described. This application is made in compliance and conformity with the Building rdinance of Miami Shores Village, 1 Inrid.s, anal all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Vinage and all ruks and regulations of the "shuttling Division of Miami Shores Village shall be complied with. whether herein specified et ea. A espy el approved OASIS and specifications must be kept at budding during progress of the work, n . _ g Diane Att f'9 �Li� 5 f , �- . N. Owner's Name and Address ....ta... k L� 0.16C1J ...._....... No.�i..l._._ ftrret_ Registered Architect and /or Engineer .. • IIr • ....._......_....._.. Name and addreus of licensed contractor 0 a ... � 47 /N�••f T Mh ! N Locatio and legal description of lot to be built on: f t 1 Lot../. 1` .aQ i7 Block... /�. Street and Number where. work is to be done.._. State work t' be done and purpose of building (by floors) - O .l.. t -.CAD . ..14.aP ....6 .. i .« New Bui!ding �t•e modeling Ad To be constructed of .... end of foundation Estimated Total cost of improvements Zone cubage required STATE OF FLOT.IDA, COUNTY OF DADE. is ' Building Inspector PLANNING Chairman M crr,bvr _..__.........._....._._..-- Member _._....__._......- -- .._._._. Council Approved _. N(i T E•:: A /hate of $1.00 will be made for the I'i..nnir.;; Itu.srd A ri- ruyw•iton fee of $I:00 will be charged materials a►w /or workmanship. 0 � � .• "L` •1 • ^ ition Repairs _. No. of Roof Covering .Amount of Permit & .Q ...... Plan Cubage Distance • to next nearest building _.... of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. . The untrr applicant for this'huilding permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and h.ts complied with the ptrovision% thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perforrrfed under this permit, as are licensed by Miami Shores Village. Remarks..._ (Signed) • Bcforyme, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgrnent.s perioaally ap- peared _..- .•.. -.. -- _ - .— �............... -- - �......_.._� to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described cnnstruction, that he has carefully read the foregoing application, and that he did sign the same. sad that all facts therein by him stated are true. Permit No.... / Date Disapproved f Date .._... (Signed) !.._._. _.� Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires BOARD..._.._ ............. .......... _.__._.__._DATE Member -- ...._..__._M Member _._..._._.._._.. _ Mamba _... _Date Disapproved nuking asnectiens sr changer to when such re-inspectian is twada Flfi. 33,55 for no other purpose. . - __....__....__..4: --...._... _.._.._..____ Date this application after approval has brew obtained Irma necessary by hapoper Notice foe inspection se faulty MIAMI SHORES VILLAGE PI S Ser-- / BUILDING INSPECTION DEPARTMENT v APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of thc detailed statement u► Inc plans and specifications herewith submitted for the build • ins or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of thc State of Florida, all ordinances of Miami Shores Village and all rules and regulations of thc iuilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Mr. Ben Hepler 61 NE 1 St.l1iamiShorep » » — Street.-- _..» Owners Name and Address .•. » • •» »»•+- »»»- »" Registered Architect and /or Engineer. ' n, • It.I IM" " ~NN Name and address of licensed contractor Location and legal description of lot to be built on: Lot Bock Street and Number where work is to be done State work to be done and purpose of building and gravel. » 6y Remuks Disapproved (Signed) ss. Date W.R.Robbins & Sons 1401 NW 20 St. Miami.33142 S ubdivision •»»-»•,- •.- »- »•--- ....._._.... »..... -. 5.1- 11E -3.C1 - ,r- Riettni• SFroTt rs• ... »• - .._._._....__ (by floors)........ 14.i37C..A f..,_ app1... 1 ,L30...t.,crap..Rai4€6; » »2/4*.as . . s quareg -- New Building Remodeling Addition (Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 1575.00 20.00 Estimated Total cost of improvements $ Zone cubage required Distance .to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. .. W.. R. RQbbi4ls •..&.•Sofs.....0.401...11td . 2O . St. .33142 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Amount of Permit $. .. .plan Cubage Size of Building Lot (Signed)» 7 -11 -83 and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared —...to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the." of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true.. Permit No... 1.. --�• Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires......._.......... _».. -... -- PLANNING BOARD DATE Citainnan Member M ember ••••••• Member .. _. ...._......_..._.- ......_...... Member �__._...» - _......... .._. Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re.inspectiun fce of S1.00 will bo charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date.. .i / a...--.....2.2....._......., 19. Owner's Name and Address . B v A I/4 p /z: & ._ N o .1......... Str 21: I Q. Registered Architect and /or Engineer r,!!.. ..!... .tt!!!.!!1!!!!R!e'•!Y. !! Name and address of licensed contractor' Y - .ed ) i li sv 7 Location and legal description of lot to be built on: Lot Block Subdivision. Street and Number where work is to be done rze. ,`. ' su_0 7 ' ° -e=2.1 -' .5 ° / . .,..LLA State work to be done and purpose of building (by floora)... ? � .�wh:'t'Y.`?r r PLAN -' C BOARD DATE and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering ei/ 0 ® 'CT ; Estimated Total cost of improvements $ C - Amount of Permit $. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to ............ • The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only h s permit, as are licensed by Miami Shores Village. tractors, on work to be rformed under this :1 a �� ! Remarks (Signed).. / STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. `� Permit No `� 6. D ate � .l ad, Sworn to and Subscribed before me. Disapproved ........_.... _. .. D e (Signed) i Notary Public, State of Florida Building Inspector My Commission Expires Chairman Member Jfcrnber Member Member sass.. _.._._..._._ sass_ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 9/9 _..._.._ ._._._ .._�_...._ _..._.... 76 Owner's Name and Address Mrs . M . Cavaliers_,__ ._. No 61 Street.__N . E . 102nd S t . Registered Architect and /or Engineer .,:... ....:• . :......:.... :.....:........M.. Name and address of licensed contractor Andrews Roof. $ Improv. Co. 4300 E .11th Ave. Hialeah Location and legal description of lot to be built on: Lot Block Subdivision .._. ...._ — Street and Number where work is to be done 61 N N. E . 10 2 S t/ f State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering Tile Estimated Total cost of improvements $ 175,00 Amount -of Permit $. . 0 0 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent tAnd.r.ews...Ro_o.£.. & ....Zmp.r.ay......Ca.. 43. 0D... E......11th...Ave...... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida NVorkineds Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be pos - o inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only - ch s • o ntr ors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e Permit No.. 4 ii Date J Read, Sworn to and Subscribed before me. Disapproved f r7 Date..: (Signed) 16 Notary Public, State of Florida My Commission Expires to me well known, P ANNINC BOARD DATE Chairman „ Member Member Member Member ...... Member �.._ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.