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320 NE 100 St (11)Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing /Zobe.rf S)-,a Owner's Address 102 C13 A E 10 / ' S r VM Cit L , k.r Y/ eS State Owner's Name (Fee Simple Titleholder) zip :33)3f Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO x Contractor's Company Name i -cadF1 ,3 ) 'L Contractor's Address -- 7k /LE / &0 64 City MA. Mkt S .'s State Qualifier 'b u t.. lti $ Value of Work For this Permit 4 2 0 O D Mg NE /a- �1 County Miami -Dade 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Nob t) ?4" 35 Master Permit No. Mechanica(Roofin Phone # 3 OS - 751 • y 8 2.6 zip 33/38 Phone # . 76e ll t % Z- zip 3 /3e Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Zip Square Footage Of Work: (A.4_4(I4L' Number of: Bays Stories Families Bedrooms Baths Type of Work: DAddition ['Alteration ['New [Repair/Replace 0 Demolition Describe Work: 12.124VLONIC 042/74•14 16` 1) akQ, & - Le.Ct-k- ate.424 . 9 �"f✓ )Lt. / Q. ;e1 al(o . K.Q. r►,u& cL L.1v o -D GAnA County Escrow Fee $5-0'. a- Permit Fee $ Notary $ S. D Radon $ Education/Training Fee $ Tech $ Scanning $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) �r Bonding Company's Address City 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 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 Q 61W-e-J Owner or Agent Contractor The foregoing instrument was ac owledged before me this / 4%) The foregoing instrument was ackno dgekbefore da o 20, by d of 2 �, b�...�� who is personally kno to me or who has produced � � who is personally known to me or who has produced ot? S 0-11 L Y ` I is identification and who did take an oath. a dentification and who did take an oath. NOTAR IC: NOTARY P Sign: ♦ - r _ Si Print: _ 4 My Commission Expires: State Certificate or Registration No. chc7nros • Signature Print: Zip r r' .48 1, , _ v3 My Commission Expires: (Certificate of Competency Holder) Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR 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. . Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). Fit 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring i t i s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. . 7 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 ause 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 ori:' • roofing system is removed. Ponding conditions shouldbe corrected. milt 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with 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 - shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er's/Agent's Signature 3 D a t e C o n t r a c t o r ' s Signature Cotractor s Nannp: Deti J ' / t tie- Job Address: / ,v Jtk O (Low Slope Application) © ha a Shingles) 0 (Metal Roof41Wood Shingles do Shakes) 0 (Other) • 0 New RboT ; tT Fr • R I O Reroofing 0 Recovering Fiat RootAtat (A Sloped Roof Area ) Total (ft Mix Penanit No► Exposnte category (per ASCE 7-98): Building Classification cation category (per ASCE 7-98): • ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 1 DECKTYFe 1 DECU1L1&2 SECTION 1525 HIGH YELOCfry HURRICANE ZONES UNIFORM PERMIT APPLICATION xrukCHMENT msnawit-nve • ROOF *CATEGORY 0 (Nail -On TUe) • SPACMIS ROOF TYPE •. • . I • 0 (Monitr_Sct Tde)a IRXWINNI ROL Repair 0 Nainttoa SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR 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 roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. _ . Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring 4t is (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. . �,nl j09 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 ause 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 on • t 1 roofing system is removed. Ponding conditions should be corrected. 1 *' n�jAJ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overlo . ded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with 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 shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Mimeos sal &NopldosedAto'+ Sathtss l reoppTegatsty tattled PIIeACootr.UPSOK1.BAPITSECTION 1324111AOt 3 /12,/ Date Contractor's Signature Contractor's Nam¢: JI leaph - _0 h1 Job Address: 10 3 / / 7 O (Low Slope Application) 0 New Roof�'; • • FT FT O (Asphait/Rberglass Shingles) FAsTEHE3rTYP1= DETAIL 1t.2 SECT1ON 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION ATIACHPMENT SPACRIG ROOF CATEGORY O (■all -On Tile) t] (Mortar- Set Tile)s O (Metal Roofs/Wood Shingles & Shakes) 0 (Other) ROOFTYPE •. ❑ Re- roofing ❑ Recovering Repair 0 Mainteaa Flat Roof Area (11 Sloped Roof Area (1k Total (It Mosier Permit No. Exposure category (per ASCE 7 -90 Building Classification category (per ASCE 798): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) RooFIINI AOL • ---- -- :.-- --- -•■•••■••■■• ••••••4.4•_••■■••- 9_3_0/ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date l Job Address 32,0 ► , Tax Folio Legal Description i\ \Lb\ �. S Contracting Co. -A42 )C. t\� Qualifier a L • �� State # Municipal # c=v S Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING WORK DESCRIPTION ( i Q Square Ft. 19 0c> i /(/P Sig$tureof owner and/oi Condo Preiginit Aoteo Date Notary as to Owner and/or ondo ' es enr ig ' " 1 to My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Building Mechanical Plumbing No V Master Permit # `t 1 gc) /9,.,J G 7 Phone SC'S 3C� NV'l J1 Phone - �QSfa �rP j/e.c. (� Competency # I4 `/ Ins. Co. o. S- — ► ( trAts Historically Designated: Yes Owner/Lessee / Tenant A(s )9' S C ■ C ( (z Owner's Address a2(5 NG 1 �\ Address Address Address Address MECHtOIICAL ROO ' G PAVING FENCE SIGN Co\v2 1 CL& C ai,c7C T(<P_ r - �v (242 . Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work lje done in compliance with all applicable laws regulating construction and zoning. Furthermoje, I authorize the above -named contractor to do the wor. tat 1 Signature of Contractor or Owner- Notary as to Contracto My Commission Expires: Bui atodeidari Date C.C.F. 6. 6 t/ NOTARY 0 ~" BOND 30 / TOTAL DUE Y,./ V Electrical Structural Engineer �1 123.01.79 5100 . $ASE SHEET #T5 Ft. A v Ft. A v Deck type: WOOD 5 �8 Fastener Type: 1 4 R/5 CALM. NA1 L 4 1 4 @ LAP 2 Rows@ l� W /TIN c4? SPACING ATTACHMENT Il Perimeter: Co Corner: G DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: 0?A31 ,5•1 Job Address: A9`-� � A/6 /�/�' ST � ROOF CATEGORY -(Low Slope Application) ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglasg Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Exposure category (per ASCE 7 -88): Q Building Classification category (per ASCE 7 -88 table 1): (Mortar- Adhesive Set Tile) Flat Roof Area (ft') WO Sloped Roof Area (ft I977 Total (ft i90/3 Master Permit No. 4 /f /SO ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 11 ROOF PLAN w:. Deck type: t�C�CSL� • Ridge Ventilation? MEAN HEIGHT <� Underlayaucnl: Insul D E T A I L 3 SLOPED SYSTEM DESCRIPTION d STrr' lion: N�a 11" ROOF ILOPL Fastener type & spacing: Cap Sheet: 1 11 0- I& V AW ' L w LA l 1L` to. c F te.1� � l � e. ► 5tac1.� � 1l� rn•..ar' 1,1 6.1 L€ CA PP-3, Roof Cove - Drip edge: — 3 '5 2 Z t taa Z • c_ _.-.�S Sc q p�-�Z. e. ans p.1\tl>p�� a St t e.�T, ATTACHMENTS REQUIRED 1) Fire Directory Listing Page • 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmax1: -1x (Pmax2: c (,.` . x (Pmax3: ( klo.S x G. �1 (Aerodynamic Multiplier): S3 . 2) ?J • (Aerodynamic Multiplier): a ) c 7 ?. (Aerodynamic Multiplier): ) Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. TILE CALCULATIONS M B : 6.t? = m„: : PCA: Z(o. M (ca (r] = M Z 1. � '. PCA: Z-(o .� M (c›. c = M 21 . ' PCA: 06/ 14/2001 16: 53 3056875E 'b 5104 APPENDIX "F" APPENDIX "F "REQUEREb OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS - As it pertains to this Appendix "F'", It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the Industry for roofing system installations. Additionally, the f• to , g items should be addressed u put of the agreement between the owner and the contractor. initial in the adjacent but Indicates that the item has been wiplained. . Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of 'ding that the rooting 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 u color or architectural appearance, that are not port of a zoning code, should be addressed u agreement between the owner and the contractor. 2. Rustling Wood Darks: When replacing roofing,. the existing wood roof deck may have to bo :led in accordance with the current provisions of Chapter 29 of the SPBC. (The roof deck is usually prior to removing the existing roof system) 3. Common Roofs: Common roods are those which have no visible delineation between nets boring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing and/or owner should notity the occupants of adjacent units of roofing work to be perforu ed. ; 4. Exposed a po ceilings; Exposed, open beam ceilings are where the underside of the roof disking viewed from below. The owner may wish to maintain the architectural appearance, therefore, roof nail penetrations of the underside of the decking may not be acceptable. The SPBC provides the o to aintaining this appearance. S. Pending Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low 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 F expectancy and performance of the new roofing system. Ponding conditions may not be evident un i original toting 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 i oberloaded from a build up of water. Perimeter/edge walla or other roof extensions may block this dischar - if overflow scuppers (wall outlets) are not provided. it may be necessary to Install overflow sc n u . . ' n accordance with Chapter 23 of the SPBC. /." 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural wise/ably (the building itselt). The existing amount of attic ventilation shall not be reduced. may be beneficial to consider additional venting which,can result in extendin service life of Owncr's/Agent's Signature Signature Date ACEBCI ROOFING Co / 1111 to Director's Signature PAGE 02 J M ' M IAM1.0Ab PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifctilc LLC 135 NW 20 St. Boca Raton Approved:12 /30/1999 1 of 9 MIAN1I•DADE COUNTY, FLORIDA IETRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICF. METRO -DADE FLAGLER BUILDING I.0 WEST FL.AGLER STREET, SUITE 1603 511A�11, FLORIDA 33130.063 (303) 375.2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.255 FL 33431 CONTRACTOR ENFORCEMIF.NT SECTION (305) 375.2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 373.2902 FAX (305) 372.6339 Villa & Roll Capri Low Profile Tile 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 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.:99- 1012.02 (Revises No.: 97- 1124.16) Expires:12 /16/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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 Dade County, Florida under the conditions set forth above. • .ranc.isco Q uintana, R.•�• Director • Miami -Dade County Building Code Complianc: OI'fic.• (nr......r ...,, :1 •.d.l ....,.. nn .rn,�..l�•�.'11+..:I.!�..orn.l ,.n., i:..r earn FVT'i 4rr.. 1. SCOPE This revises a roofing system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 SFBC Chapter. 23, do 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. MONIER LIFET1LE LLC Category: Sub Category: PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Villa R Roll Monier Lifeitile LLC Capri Tile Trim Pieces NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Prepared Roofing Low Profile Tile Dimensions 1= 16'/:" w 13" '/:" thick L= 17" W= 12'!," W thick 1= varies w = varies varying thickness ACCEPTANCE No. 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 . Test Product Specifications Description PA 112 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. PA 112 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. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Frank Zuloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC Rainproof 11 Ice and Water Shield \Vood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 2.1 Components or-products manufactured by others Product Roof Tile Mortar ( "Quikrctc® Roof Tile Mortar #11.10 ") Dimensions • 30 "x75'roll 36 "x73'roll or 60" x 75' roll 36 "x7i'roll Vertical Min. 1"x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. lOdx 3" gSx 2 %" long 0.335" head dia. 0.13I "shank dia. 0.175" screw thread dia. Test Specifications PA 104 PA 103 Wood Preservers Institute LP —2 N/A PA 123 N/A PA 123 ACCEPTANCE No.: 99- 1012.02 APPROVED :December30, 1999 EXPIRES :December 16, 2002 Product Description Single ply, nail -on underlayment with 2" self - adhering top edge. Self-adhering underlayment Salt pressure treated or decay resistant lumber battens PA 114 Appendix E Corrosion resistant generic screw or smooth shank nails PA 114 Appendix E Corrosion resistant, generic 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. Manufacturer • Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) generic Bermuda Roof Company, Inc. with current PCA Quikrctc Construction Products with Current PCA Zuloaga, RRC Roofing Product Control Examiner NIONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 Product NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Product Dimensions Specifications Description Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar \V. R. Bonsai Co. ( "BONSAL® mix designed for with current PCA • Roof Tile Mortar mortar set roof tile Mix ") applications. Roof Tile N/A See PCA Two component Polyfoam Adhesive polyurethane Inc. ( "Polypro® adhesive designed AH I60 ") for adhesive set roof tile applications. Roof Tile Factory premixed See PCA Single component Flexible Products Adhesive canisters polyurethane (with current TileBond foam roof tile NOA) adhesive Hurricane Clip & Clips PA 114 Appendix E Corrosion resistant Generic Fasteners Min. '''A" width clips with corrosion Min. 0,060" thick resistant nails. Clip Fasteners Min. Sd x 1 'h" 3. LIMITATIONS 3,1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 1 12, 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 undcrlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. :- - -=ti s shall be in compliance with chapter 29 of the SFBC. APPROVED :December 30, 1999 EXPIRES :December 16, 2002 r n Zuloaga. RFC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Nail -On Systems . Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens . Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring2 - lank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 5.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8. Screw 25.8E 25.8 22.9 2 #8 Screw 47.1 . 47.1 49.1 . 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 . • 24.2 1 -10d Smooth or Screw Shank Nail (Save Clip) 19.0 19.0 . 22.1 0 2.10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 . 34.8 2 -10d Smooth or Screw Shank Nails (Save Clip) 31,9 31.9 32.2 • , [2.10d Ring Shank Nails' 1 43.0 1 111b. I 5u. - fir' I Installation with a 4" tile headlap and fasterners are located a min. of 2 %' m ead of ti -. Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 " :12" 4 ":12" 5":12" 6 ":12" 7 ":12" or greater Monier Lifetile villa, Roll, and Capri Tile Battens Direct Battens Deck Direct Deck Battens Direct ' I Deck Battens Direct Battens Direct Deck I Deck 5.57 6.30 1 5.48 6.18 5.37 r6.05 5.24 5.90 ( 5.09 [ 5.73 Table 1: Aerodynamic Multipliers - X (ft') Tile Profile }- (ft') Batten Application } (ft') Direct Deck Application Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 MONIERt LIFETILE LLC ACCEPTANCE No. : 99-101 4.2 Data For Attachment Calculations 05 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: . STANDARD CONDITIONS 4. INSTALLATION 4,1 Monier Lifetile Villa, Roll, and Capri 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. rank Zuloaga, RRC Roofing Product Control Examiner Table 48: 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' t I\'IONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.02 Tile Profile Monier Lifetile Villa, Roll, and Capri Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Adhesive 4 Large paddy placement of 54grams of PolyPron". 5 Medium pads placement of 24 rams of Pol Pro'"'. APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment M, (ft for Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance ' 26� Tile Application Minimum Attachment Resistance Polyfoam PolyPro Polyfoam PolyPro 86.61' 45.5 _ 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 the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 Luloaga, RRC Rootin; Product Control Examiner • MONIER LIFETILE LLC APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS 7 MONIER LIFETILE VILLA CONCRETE ROOF TILE MONIER LIFETILE ROLL CONCRETE ROOF TILE • ACCEPTANCE No. i 99- 1012.02 Frank Zuloaga, RRC Roofing Product Control Examiner • MONIER LIFETIME LLC • • MONIER LIFETILE CAPRI CONCRETE ROOF TILE ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS u oa;a, P.RC Roofing Product Control Examiner MONIER LIFETILE LLC END OF THIS ACCEPTAN 9 ACCEPTANCE No.: 99- 1012.02 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products ' : be permanently labeled with the manufacturer's name, city, state, and the following statemegt: "Miami -Dade County Product Control Approval ", or. as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Ivtiami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through S and this last page 9. rink Zuloaga, RRC Roofing Product Control Examiner ** TOTAL PAGE . 09 * l< PA►� DAOE ,I . S � ; i I ,t i i 1 • MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO,DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE � (so3) L AX (303) 373.2903 • y s> 375-2901 • .1 Il ra i, C.A.F. IVIatcrials .Corporation • CONTRACTOR LICENSING SECTION 1361 Alps Road i y 0 373.2327 FAX (3031 37!.:33: • Wayne NJ 07470 CONTRACTOR ENFORCEMIENTSECTION • j r 0031 373-2966 FAX (303) 37! .`903 tit 1 !' I PRODCCT CONTROI. DIVISION (303)373.2902 FAX MS) 372-6339 Your application for Product Approval of: 11 ; Cf1 F Conventional tional Bail! - Up Roof Systems for IVood Deck. 1 I `•I • 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. • 1. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 11' The expense of such testing will be incurred by the manufacturer. • Acceptance No.: 00 . Expires:11 /04/2003 Approved: 06/29/200() • 1 BUILDING CODE & PRODUCT REVIEW COMMITTEE' Ota. Internet mail address: pnstmnstcrn huildingcodcnnline.com IInmepape: http : / /www.huildinrendennline.rnm Raul Rodriguez Chief Product Control Division TIIIS IS TILE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL' CONDITIONS I; : ; ,,, I L')1., 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 Dade County, Florida under the co editions set forth above. .rancisco . Quintana, R.A.'I Director •Ir•7; 1 of 32 Miami -Dade County '1.i1li Building Code Compliance Office • 11.1 I I GAF MATERIALS CORPORATION Catc,orv: Sub -Cate orv: Deck Tune: Maximum Dcsien Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED 012 LABELED BY APPLICANT: Test Product Product Dimensions SI)ccification Description GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Basc Sheet GAFGLAS Ply 60 Roofinu BUR Wood -75 psf See General Limitation #1 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 5 gallons I, 5 gallons ASTM D 2824 Fibered aluminum coating. I, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL ASTM 1227 Expiration Date: November 04, 2003 Asphalt concrete primer used to promote adhesion of asphalt in built -up rooting. 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. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4536 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated. fiberglass base sheet ASTM D 2173 Type VI asphalt impregnated glass felt with asphalt coating. of 3 Acceptance No: 00- 0331.15 is -i,' Approval Date: June 29, 2000 I•. .ran Zuloaga, RRC Roofing Product Control Examiner ' r GAF NIATERIALS CORPORATION Product GAFGLAS Flex piyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN Dimensions 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll 60 Ib. roll various 69 Ib. roll various various various various various various Test Specification ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 489 D 3672 ASTM D4601, Type II, UL Type G2 BUR PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 3 of 32 Acceptance No: 00- 0331.15 Product Description Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating..! j. Asphalt coated, glass fiber mat cap sheet surfaced with mineral.granules. Fiber glass 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. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottomside with mineral granules embedded in asphaltic coating. Premium glass fiber reinforced SBS- modified base sheet Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Frank Zuloaga, RRC Roofing Product Control Examiner Product GAFTEMP® Composite GAFTEMP® Fiberboard GAFTEMP® Permalite® GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #I2 Standard • Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP ' r GAF MATERIALS CORPORATION Test Product Dimensions Specification Description various PA 110 Polyisocyanurate foam 'insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. % ,I• l' GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite A high density fiberboard or Permalite perlite insulation. a ji 1 Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. I GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite N high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation , Composite N with high density fiberboard or Permalite perlite insulation. ' various PA 110 Fiberboard insulation.: • various PA 110 Perlite insulation board.; 1/2" thick PA 110 Perlite recover board Acceptance No: 00- 0331.15 various PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and pla 4 of 32 ran Zuloaga, RRC Roofing Product Control Examiner , GAF MATERIALS CORPORATION Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 'A" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS Test . Dimensions Specification 3" and 3 ''' /" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 'h sq. roll 93 lbs. PA 114 Acceptance No: 00- 0331.15 , I Product Dcscrintion Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules.; ASTM D 5147 Non -woven polyester mat'coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 5 of 32 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules-- Non-Woven 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. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. I t ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane surface n uloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15. Product RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion r RUBEROID '< 109. Roll ULTRACLAD SBS 101 lbs. GAF Built -Up Roofing Asphalt Test , Dimensions Specification 1 sq. roll 92 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P PA 100(A) ASTM D 1929 ASTM D 635 ASTM D2824, Type I ASTM D312, Types I, 11,111 and IV 6 of 32 Product Description 3 /4 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, coated 90 lbs. with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. 1 sq. roll ASTM D 5147 Non woven fiberglass neat coated with fire 92 lbs. retardant polymer modified asphalt and surfaced with mineral granules. !sq. roll ASTM D 5147 Woven fiberglass mat :coated with Polymer 101 lbs. modified asphalt and surfaced with aluminum, copper or stainless steel foil. 1!,' 1 Interply mopping and surfacing asphalt SEBS modified asphalt - i SEBS modified asphalt SEBS modified asphalt One way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5 447 Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating ran Zuloaga, RRC Roofing Product Control Examiner a • !!' • GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15 Product GAFTEMP Various PA 110 Polyisocyanurate/wood fiberboard Composite A composite GAFTEMP Tapered Various Composite A composite GAFTEMP Composite N GAFTEMP Tapered Various Composite N composite GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm R i. GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP GAFCANTrM GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Test Product Dimensions Specification Description Various Various Various Various GAFTEMP Recover 1/2" thick, Board Various sizes PA 110 Tapered Polyisocyanurate /wood fiberboard PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard Cut perlite board Tapered perlite board PA 110 Tapered perlite board • PA 110 Perlite board Tapered polyisocyanurate foam Shingle MateTM 4 sq. roll Fiberglass reinforced shingle Underlayment 301bs. underlayment • I I. GAFTITE® ASAP 500 per box PA 114 Pre- assembled fastener and metal and plastic plates 7 of 32 ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Pyrox Product ACFoam I ACFoam II various various various Hy -Therm Nail -line various Hy -Therm SP various Hy -Therm AP various Hy -Therm Stable R various Hy -Therm White various Line Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate 27/8 "x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" Tes t Dimensions Specification PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 1 14 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks Construction Fasteners Inc. o (with current PCA) Construction � ; Fasteners Inc. (with current PCA) PA 114 Polypropylene locking plate. Construction Fasteners Inc. PA 114 Gaivalume hex stress plate.' 8 of 32 Product Description . Acceptance No: 00- 0331.15 4'; , Manufacturer Apache Products Co. 1 (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. ',T current PCA) Celotex Corp. (with current PCA) + ' Celotex Corp. (with current PCA) • Celotex Corp. `(with current PCA) 'Celotex Corp. ,(with current PCA) Celotex Corp. (with current PCA) :` (with current PCA) u oaga, RRC — ; Roofing Product Control Examiner 'CAF MATERIALS CORPORATION Acceptance No: 00-0331.15 Product Product Description '!' Manufacturer PA 114 Insulation fasteners for ' t. Construction concrete decks I Fasteners Inc. .(with current PCA) PA 114 Insulation fastener for steel . Construction and wood decks. Fasteners Inc. with current PCA) Dekfast Fasteners #I4 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood Fiberboard Pelite /Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Tin Caps MB aluminum roof coating Dens =Deck Test Dimensions Specification various various various various 4 mil min. various Minimum # PA 114 12 Min. 32 ga. x 1 5 /8 " various PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) 'I ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 PA 110 PA 110 Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite board .insulation Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. 9 of 32 LL. generic generic generic generic generic PA 110 Perlite insulation board generic Vapor barrier / Air barrier generic Rosin paper for barrier layer , generic on wood decks Corrosion resistant annular generic ring shank nails generic 'Grundy Industries (with current PCA) I ' Georgia Pacific (with curren PCA Frank Zuloaga, RRC Roofing Product Control Examiner . • GAF MATERIALS CORPORATION Product #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc 3" round various various various Olympic Standard 3" round Olympic Fastener 1114 Olympic Polypropylene Test Dimensions Specification u Manufacturer PA 114 Insulation fastener for steel ' ; ITW Buildex or wood decks ; i ; (with current PCA) ' Product Description PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks ! (with current PCA) i _h PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 PA 114 10 of 32 Polyisocyanurate foam / rockwool composite insulation 3" round galvalume AZ55 steel plate PA 114 Insulation fastener 3.25" round PA 114 Polypropylene plastic plate Acceptance No: 00- 0331.15 I ', ;.:. Firestone . (with current PCA) { ' NRG Barriers, Inc. ;; '(with current PCA) ' NRG Barriers, Inc.• ;I ;(with current PCA), Olympic Manufacturing Group, Inc. (with current PCA) : ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex 't;(with current PCA) ITW Buildex (with current PCA) ' Olympic Manufacturing Group, Inc. :, , , (with current PCA) Olympic t;R Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner ; .r. GAF`MATERIALS CORPORATION Product Olympic Fastener #I2 Test Dimensions Specification PA 114 11of32 Product Description Insulation fastener Acceptance No: 00- 0331.15 Ol 4 • 41 . Manufacturing y I Group, Inc. ;`(with current PCA) Olympic Fastener PA 114 Pre - assembled Insulation 1 Olympic ASAP fastener and late �, p Manufacturing 1 . .., Group, Inc. with current PCA) Olympic CR Base PA 114 Insulation fastener assembly;' ;;;:. Olympic Felt Fastener and for Base Sheet fastening • ' `'`f' ". Manufacturing Base Sheet Disc only Group, Inc. •!(with current PCA) -- GlasFast Fastener PA 114 Insulation fastener assembly r' ,Owens-Corning with recessed plastic plate Fiberglas Corp. with current PCA) Paroc Base Board various PA 110 Rockwool insulation :; Partek, Inc. with current PCA) Paroc Cap Board various PA 110 Rockwool insulation i' Partek, Inc. • , with current PCA) I • Multi -Max various PA 110 Polyisocyanurate foam I .; Rmax, Inc. insulation i with current PCA) Multi -Max FA various PA 110 Polyisocyanuratc foam i' Rmax, Inc. insulation (with current PCA) UltraGard • various PA 110 Polyisocyanurate foam Schuller insulation . International Inc. q (with current PCA) Insul -Fixx Fastener PA 114 Insulation fastener for steel SFS /Stadler and wood decks '(with current PCA) Insul -Fixx P 3" round PA 114 3" round polyethylene stress ■ . 1 ' SFS /Stadler plate ' °'(with current PCA) Rawl Fasteners PA 114 Insulation fastener for steel '' ":The Rawlplug #I2 and wood decks ';* `'I; Company Inc. '(with current PCA) Manufacturer Frank Zuloaga, RRC Roofing Product Control Examiner • GAF MATERIALS CORPORATION Product Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate Super Prep II Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP-3 Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck Tcs t Dimensions Specification 2" round 3" round 3" round various PA 114 PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 PA 121 PA 114 Insulation fastener for steel, or wood 3.04" round PA 114 3.04" round polyethylene plastic plate 3.23" round PA 114 3.23" round galvalume AZ50 steel plate PA 114 PA 114 PA 114 PA 114 12 of 32 Product Description Insulation fastener for use in j steel, wood or concrete 3" round galvalume AZ55 steel plate for use with Rawlite fasteners • Roof coating Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in Insulation fastener for use in r steel or wood decks steel or wood decks PA 110 High density wood fiber • Acceptance No: 00- 0331.15 1. ' l i, , The Rawlplug I Company Inc. (with current PCA) Manufacturer The Rawlplug ' Company Inc. (with current PCA) The Rawlplug Company Inc. with current PCA) The Rawlplug Company Inc. .(with current PCA) I ' 'Thermo- Materials, Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) I a '! Tru -Fast (with current PCA) Wood Fiber ' ndustrie 'th cu ent PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 EVIDENCE SUBMITTED: Test Aecncv Factory Mutual Researc Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Underwriters Laboratories, Inc. • Dynatech Engineering Corporation Dynatech Engineering Corporation Test Identifier h FMRC 1996 J.I. 1V8A4.AM J.I. 2B8A4.AM J.I. 3 B9Q I .AM J.I. ODOA8.AM J.I. ODIA8.AM J.I. 0Y9Q5.ANI J.I. 3X3A2.AM J.I. 0Y9Q5.AM R1306, 87NK1 1819 #3600.02.95 -1 #4482.02.95 -1 13 of 32 Description Current Insulation ry 01.01.96 Attachment Requirements Wind Uplift I' 06.28.93 FMRC 4470 - PA 114, Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Wind Uplift 07.29.94 04.01.98 FMRC 4470 - PA 114 . :, Wind Uplift I '' 07.29.94 FMRC 4470 - PA 114 Fire Resistance Classification,: 01.01.93 UL790 -PA 114 08.02.94 Date 07.02.97 01.08.98 07.09.99 02.02.95 02.02.95 Frank Zuloaga, RRC ■ Roofing Product Control Examiner • • „ GAF MATERIALS CcRPORATION 1 ' Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: j9 / or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied :within the EVT range and at a rate of 20 -40 lbs. /sq.. • Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum I ' / s " tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. -45 psf. (See General Limitation 117) See General Limitation #1. See General Limitation #I. 16 of 32 Acceptance No: 00- 0331.15 • a y . 1 l I I G; •I i I .GAF WEATHER COAT® Emulsion with an application rate of 3gal.sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate;of 1.5 gal. /sq.. • 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, • Frank Zuloaga, RRC Roofing Product Control Examiner • , 110 . GAF MATERIALS CORPORATION • 31 of32 • Acceptance No: 00- 0331.15 Frank Zuloaga, RRC Rooting Product Control Examiner GENERAL LIMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved.•Rooling Materials • Directory for tire ratings of this product. 2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered 'in a full mopping of ! approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. lino recovery board is used the base sheet may 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 clown theIicenter 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 TAS 105. If the fastener value, as field - tested, is 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 the specific system. Should the fastener resistance be Tess than that required, as determined !! { by the Building Official, a revised fastener spacing, prepared. signed and''sealed by a Florida 1 i •■ • .�� Registered Engineer or Architect may be submitted.' Said revised fastener" spacing utilize the withdrawal resistance value taken from Miami -Dade Protocol TAS I05 and calculations in I . compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building P P Code. Fastener densities • shall be increase for both insulation and base sheet as needed calculated in compliance with ,;a. Miami -Dade Roofing Application Standard TAS 117; (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) ' l 3 All attachment and sizing of perimeter nailers, metal profile. and /or (lashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS I 1 ('and the wind load requirements of Chapter 23 of the South Florida Building Code. 1 9 The maximum designed pressure limitation listed shall be applicable to all root zones (i.e. field, perimeters, corners). No 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.) .r• • GAF MATERIA CORPORATION v •, 9 This Acceptance contains pages 1 through 32. END OF THIS ACCEPTANCE 32 of 32 Acceptance No: 00 0331.15 ' ' NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data; engineering documents, are no older than eight (8) years. 1 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: • a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; - b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. i " 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and .'granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; , + i . b) Misuse of this Acceptance as an endorsement of any product, for sales, :advertising or any other purposes. 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Zuloaga, RRC Roofing Product Control Examiner r;. :I. • t; t ' fo • ,, .. GAFGLAS® Specifications N- B- 4 -M /P6 and N -B -4 -M t Reliable Deck Sheathing Paper (II required) . GAFOLAS MineralSeAscad Cep Sheet Specifications General Application recommendations detailed on pages 17 -20 shall -apply in addition to the following recommendations and specifications. Application of Rooting Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting al the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch Intervals in each row. Use fasteners with Integral metal heads at least 1 inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions' below.) , 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Interply moppings of Roofing Asphalt must be applied In a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per fool Up to 3' 3'- 6' Asphalt Type Steep ASTM Type III HT -Steep ASTM Type IV On slopes up to' /: inch per loot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surlacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. Speclal Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets include: STRATAVENT° (Vent Ply) for Nailable Decks required for freshly poured gypsum decks, GAFGLAS 175 Base Sheet, GAFGLAS' PLY 6', and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper Is required. 3. See 'Nailing of Base Sheet, pages 18 -19. 4. For roof slopes of 1 inch per loot or more, all ply felts must be back - nailed 4 inch- es in from the back edge of the fell. See 'Installation on Steep Roofs, page 10. UL Classification — UL Class Substrate Slope A A . 8 c NC C UL Chart Key . Substrate ' C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "/n Inch thickness), oriented strand board (min. /: Inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. i, • ;i I CArouS 'I "'' Bata Shell (tae below) ;:�c�i11r�A "dt North, South, and West Zones 1111 Nailable decks up to 6 Inches per loot slope, except for lightweight insulating r concrete decks which are limited to a maximum slope of 1" per foot. Wood {1 plywood, poured gypsum, precast gypsum planks, other acceptable nallable ; decks. For lightweight insulating concreto„decks, see page 9. : "j ` ' Materials Sheathing paper (1 ply, II required) • GAFGLAS Base Sheet !.;.iii ! g99 ,,, GAFGLAS Ply (2 plies) 1:':`' ";','>j> ; ' "GAF Materials Corporation Roofing Asphalt . i • Interplies ; : ''.i :' .; .‘, ` t, l 1, • .. ! ,.. i0' Cap Sheet : ;: Vi;i f, l . GAFGLAS Mineral Surfaced Cap Sheet (1 ply) . .5i.,.. b rit• ; . :J: 9 i ,1h � 'Ill..; , Approximate Weight per Squares l• II .' L Guarantees Available OAP NallIMALIII P7 I Litt i ! Specification sa Liberty Guarantees N- B- 4 -M/P6 4 15 yr: West Zone only, Wood Decks. N -B-4 M/P6 ; ±;! ` ; �'15 yr. ' • ,'' fid3 ;•�i�` Lightweight Insulating Concrete. g; r (See page 9.) ' I' ;:,!r N -B-4 -M , : ; 2 +10,10, 5 +5, 5 yr. 1.. ,.j Ka • • • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued • the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens -Deck" in hot asphalt. "GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS 1175 Base Sheet" or "GAFGLAS 1180 Premimum Base Sheet") is a suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 61 in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent Vent -Ply) perforated" or GAFGLAS Stratavent (Vent -Ply) for nailable decks . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 1175 Base Sheet", "GAFGLAS 1180 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for G3 asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 61 as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A. B or C systems listed below. When "perlite" is referenced, this includes " GAFTEMP PERMAUTEr or any other UL Classified perlite insulation. Crushed stone or slag are suitable altemates for gravel in any of the Class A, 8 or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite ) is a suitable alternate for isocyanurate board in the following Class A, 8 or C systems. GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and " GAFTEMP Composite a may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS 1180 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C- 15/32 Incline: 3 'Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite. wood fiber/isocyanurate composite,. phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isotyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. 1. • Deck: C -15/32 • , , 4� ;'..� ' ROOFING SYSTEMS (TGFU) Continued .' Ply Sheet: Any UL Classified grovel surfaced Class A asphalt glass, mat system. I ' r.• , + Slip-Sheet (Optional): Red r osin,pa y Base'Sheet: One layer of Typ G2 nailed). ir l ;.r,; i * ' {t.r i a l' + Ply Sheet: One or more layers ' of Typ 6 ". iq..,;. Cap Sheet: One layer of Type.G, ", 6AFGLAS'Mineral Surfaced Cap Shy '`'it 6. Deck: NC ' 1 °'' 1 +' 14 tt Incline: 3 i •. i Base Sheet: One layer of Type G2 "GAFGLAS 1175 Base Sheet". ` {' Fir "'` ' Ply Sheet: One or more layers of Type•G1 "GAFGLAS Ply 4" or GAFGLAS.PIy. ' 6 ". 1'.yp. hi(ni'$ 'r °;tGilh�: Cap Sheet: One layer of Type G-3 •,"GAFGLAS Mineral Surfaced Cap Shee L`; 7. Deck: C - 15/32 ,. .41Incliner 2 • ^ Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, ". perlite/isocyanurate composite,' perlite/urethane composite, phenolic;;" 1.0 in. min (offset from plywood jointsl6 in.). I ' ;; l ( : ! Base Sheet: One or more layers of Type GI, G2 or G3. ! i Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), t' • "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule)'or .1 "Ruberoid Mop Plus" (granule). •'t.:14 140 (( Cap Sheet: "GAFGLAS Mineral Surfaced Ca Sheet ", hot mopped. ; +} '4 8. Deck: C -15/32 1 •' =+z;� M• Incline: 2 ' ; � }'r1 Insulation (Optional): One or more!'layers perlite, wood fiber,: glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, petite/ urethane composite, wood fiber /isotyanurate composite, phenolic,;any thickness. ';;:,t,;;r,t • ;;.• • h9, Base Sheet: Two or more layers of Type G2 or G3. ' I 'r j r Ply Sheet (Optional): One or more' layers of Type 61. • ; ..h Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), Rubero Mop" (smooth or granule);o Ruberoid Mop Plus (granule). 4 btt1 l '3' . • Ti Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. ;'i• I f.:j•,{i Class R?� +, �' ; . Deck: C - 15/32 ' .;;, ? 440.. Incline: 3 -1/2 ;!). Insulation (Optional): One or; more; layers perlite, wood fiber glass 1 fiber, isocyanurate, urethane,' perlite/isocyanurate composite, ppettite / urethane composite, wood fiber /isotyanurate composite, c,;any:?j!r• thickness. ;� r(7 +t «; ' :: �aJo', Ply 6' . • , • ` phenoli nf'$1M Ply Sheet: Two or more layers of.Type ,61''GAFGLAS Ply 4' or "GAFGLAS'( 'f . Ca Sheet: Type G3 "GAFGLAS r '<< Mi } nerat dine: 3 - Cap /2 S.r M Sheet", hot mopped 2. Deck: C - 15/32 ?tl'f 4, Insulation (Optional): One or more"layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenoli thickness. , ,;{, ,..fi;�;' ;I : + Base Sheet: Two or more layers of Type.G1, G2 or G3. 'I Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid, Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). ' ''R'' I�' il; . • • r 'd ! Cap Sheet: "GAFGLAS Mineral Surfaced,Cap Sheet", hot mopped. t) Ctass :0'; I . Deck: C -15/32 !' ;' + +1#i(,Incline: 1/2 �( , Insulation (Optional): One or more` layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlitet urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. . } ii o'., " 11 k� ►+ Ply Sheet: Three or more layers of Type.Gi "GAFGLAS Ply 4" or "GAFGLAS - Ply 6 ". r.il (r'r • • . I 1; 1,1' °; Surfacing: "Special Roofing Bitumen '..t20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT. ROOFING COAL TAR • Class A i ito+ LOOK FOR MARK ON PRODUCT a 100F COVERING MATERIALS (TEVT) Incline: 1 ' , r nailed to deck. ,• + , G LAS 1175 Base Sheet" (ma " �f t; 'G1. "GAFGLAS Ply 4" or GAFGLAS nvtio'' , { „r. !{, Deck: C-15/32 1 Insulation (Optional): One or more 'layers perlite, wood fibers gglass fiber, isocyanurate, urethane, perlite/isocyanurate composite, pert te/ urethane composite, wood fiber/isocyanurate composite, phenolic, { any . thickness. ::1004 +Ito Ply Sheet: Three or more layers of TylYl` pe Gl "GAFGLAS Ply 4” or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. i ';,iti;r� Surfacing: Gravel. ; +' • COMBINATION HOT AND COLD SYSTEMS Class A "ii" Deck: NC • '�r:'I Incline: 2 ii • Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. , i 'dim •+. +' Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4' or "GAFGLAS Ply 6 ". �t;i►1{ 1 -it' I Surfacing: Grundy Industries 'al MB Aluminum Roof Coating" at 1 -1/2 gal/sq. � , - i ii-l:;1: ' 4 ; tlf( ' r Lji ' + 13 3 1 Test Date Project Address Contractor Permit Number Roof Pitch TEST SUMMARY TEST RESULTS: PASSED See Attached Sketch for Further Details ROOF REPORTERS, INC. TAS 106 Roof Tile Uplift Test Report October 5, 2001 320 NE 100 St. Miami Shores, Fl Acebo Roofing Corp. 43969 3:12 Tile Installation Date 09/27/01 Adhesive Type Polyfoam Tile Type Santa Fe Fume All testing is in strict accordance with The Dade County version of The South Florida Building Code, Section 3401.10 and PA 106 -95. Each Test location was pulled using a Chatillon Force Gauge to a minimum of 35 lbs.. Roof Area Total # of Tests # of Tests Passed %Passed Field & Ridge 25 23 92% Comer 12 11 91.6% Perimeter 20 17 85% Ulnwuuaur,ilTRIT _ , QO �®CC ©gfC f r t[u!;t' 7,; '^. '4a i..4/1:1 A ��, �t��P i 14 9* r Al Maccagli, RRC iitiva Dade County Certified Testing Agency # 99 -0615.04 (561) 434 -7555 3281 Lake Worth RoadO Suite EO Lake WorthOFlorida 33461 Roof Consulting & Testing OVisual Surveys & Evaluations ORoof System Design 0 Moisture Surreys ♦ 4. 1h AL 1J. t 1T =/ TT s � D , . /VV . IDb .5t. 6 29)./q/77,_ $ ,, FL; 1• PERFORMED ON: 0 7Sep2001 ' NEXT CAL : DUE 07Dec2001 TEMPERATURE 72.0 °F +1 1 `: ;HUMIDITY: 40 % UNIT UNDER TEST CHATILLON DFIS 100 .D{GITAL FORCE GUAGE :Mfr 'S /N.` 25282 Cust.S /N 25282 , "PROCEDURE NAME , SYN158 - :CALIBRATED BY :P:O:: NUMBER. .SUBMITTED ::BY:' Josman':Brizuela . •:; VERBAL ROOF;; REPORTERS 3281 LAKE WORTH` ROAD 'LAKE WORTH FL CERTIFICATE NUMBER '=30445 :999860174 Syneigy:Labi Inc oertifies that the abovehded ttnstruinert meets or exceeds a ll a ll 'IS . stated lathe referenced procedure a1 the"pomts ae (unle `o therwise eotod). .,I t has '- beeit: catibtatd: ming' mei9tuement : standards ttaiteablc to..tbe National Institute of Standards,atdTetiriolog (KIST) or to MST ,aLiceiged intrinsic stendaids of measurem of derivedby",the.tatio type of self - calibration techilques This calibratio complio•w%th ISO GOO -17025 and AbISINCS.14.5 40 -1 -1994 Calibration proeadures uaedprovide fneas nament :uncertainty ratios of less than or equal to14.1 the.speaMotion of the unit under twat, w ith a cove ed abstract of 02 at a. o afi tsce floe l o 959t ; , unless otherwise noted c This :report may not be reprodtioed,.except.in Hill; unle�:partniaston:for Vie_ publication of an:appiov 6 - REMARKS: Thus unit was found to be in tolerance at the time of ;: No adjustments were necess Standards Used race • o ese p to • Synergy Inc 9831- E- Evergreen MiamiFL: 33157 888 :346.2430 REPORT:OF CALIBRATION for : SERIAL NUMBER: .25282 : PRINTED .ON :- 7 =Sep 2001' ;Synergy Labs assigned ASSET NUMBER: 30445 PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY Date 1 — 9 1 / Legal Description Master Permit # 355 -8.3 Owner alb fox 2-o N4 o 0 -a Owner's Address Contracting Co. G L, ieO'OjQ_C/q Qualifier � st�}�� I- VGO Z ( Competency# 13 3) Address Address Address State # Architect /Engineer Bonding Company Mortgagor Permit Type: ROOFING BUILDING ELECTRICAL PLUMBING Application is hereby made for a permit to do work & installation as indicated. I understand that separate permits are required for Electrical, Plumbing, Sigzs, Pools, Roofing, & Mechanical work. WORK DESCRI WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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 TH.. NOTICE. A BACKFLOW PREVENTION DEVICE PERMIT AND CERTIFICATION TEST MAY BE REQUIRED IN ACCORDANC" WITH ORDINANCE #825. CALL THE PUBLIC WORKS DEPT. AT 787 -1001 OR VISIT THEIR OFFICE AT 1815 N.E. 150 ST. 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. Furthermore, I authorize the above-named contractor to do the work stated. Signature of Property Owner or Condo Pres. Signature of Contractor ADMINISTERED OATH ❑ SWORN TO & SUBSCRIBED BEFORE ME THIS Z DAY OF �� , 19 Signature of NOTARY, o Owner /Condo President NOTARY PUBLIC SPATE OF FLORIDA MY COMMISSION EXP.DEC.18,1995 'ENDED 11 U GENERAL IN% UiN■ • (Print,' Ty or;Stamp Commissioned Name) Personally Known, or Produced I.D. ❑ Type of I.D. produced Zoning Mechanical �'F�EE /3 r� r- T 1 3 • Job Address AL /00 s7 Tax Folio IIJ ,266 --/ - 32 5 O Building Plumbing Tenant Day -Time Phone Address L F14'W 4 v L ss# Phone Ins. Co. 7x7/6 7s' MECHANICAL PAVING FENCE SIGN ADMINISTERED OATH ❑ SWORN TO & SUBSCRIBED BEFORE .ME THIS �15 DAY OF / , 1 Signature of NOTARY to Contractcr NOTARY PU6TIC S"ATR OfMORI A MY COMMISSION i l' P.UEC.18,1995 BONDED TN= GENERAUNL YA D. (Print, Type, or Stamp Name) Personally Known R.,or Produced I.D. ❑ . produced Electrical Engineering Location and legal description of lot to be built on: Lot 9°1//1 Block i fr Street and Number where work is to be done Permit No. Disapproved (Signed) STATE OF FLORIDA COUNTY OF DADE. 1 SS. 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 building 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. Owner's Name and Address N e /� P:--0 /4 0..)( Registered Architect andior Engineer /' / � j l /� j , / f h Name and address of licensed contractor & '�/' //�/ / �/ '/ / `r� �/ / r .2 /6i t! v State work to be done and purpose of building (by floors). state exterior colors (submit samples) Remodeling New Building To be constructed of a_ 2/ Kind o f foundation Estimated Total cost of improvements S I ` Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor 1 hereby submit all 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 obligatons 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 agtte to employ onl uc subcontractors. o work to be performed under this permit, as are licensed by Miami Shores Village. s� .a-f Remarks (Signed) Before me. the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared 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 forgoing application, and that he did sign the same. and that all facts therein by him stated are true. Building Inspector Subdivision Date /7 Date Date 1 19 / No. .O/Street J CS 02' I / 9 / z 7 Addition Repairs !/ No. of Stories 1 Roof Covering r -8 Amount of Permit $ 0 Read. Sworn to and Subscribed before me. Notary Public, State of Florida and for no other purpose. My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contactor.... .9.._ Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be • • ne a . d purpos of buil Application is hereby made for the approval of the detailed statt:,.u•nt ut Inc 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. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Building Inspector Subdivision - 1ZC ®o NC{ Date..._...._... _ _ ._ _ _ No.... -. Street._r.IS cc, _ _ 1121? . t .•••t..•.ttt,.ft!,t.t•t•„t,,,t, C 21... 3p?0 ._...... ` _._ \c a_ ..__ — (by floors).. ! v and for no other purpose. Ncw Building Remodeling Addition Repairs No. of Stories L _ To be constructed of Kind of foundati rr,pp�� Estimated Total cost of improvements $ ).. 100 ..Amount of Permit $. . ril ► p Zone cubage required Y 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 pl•tns and sp cifications for said buildin ^ All notices wi reference to the building and its construction may be sent to.. 3.1° �� � .� I 4 q� W1 @ (35t 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, anti 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 such bco v ors, on wo to be performed under this pcnnit, as are licensed by Miami Shores Village. Remuks..._ _ -•_ - -_ (Signed).- Roof Covering 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 Notary Public, State of Florida (Signed) UUlu 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 Date..i0.1 1 ' Read, Sworn to and Subscribed before me. Disapproved �...!►�� � Date.. My Commission Expires _ ...._ PLANNING BOARD DATE Chair ;nan Member Member Member Member .. .. _...- •- -.--- ._..._. _ ...._....... Member _.._._. ....__.._ Council Approved Date Disapproved Date NOTE: A charge of $L00 will be made for making corrections or changes to this application otter approval has been obtained from the Plannir.g Board. A rc•in'pertion fce 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, FLA. N2 109 JOB Da- `8z..7 ADDRESS g Al e` INSPECTION 72.-v—, V Q TIME READY G 1-.. l REMARKS. INSPECTOR DATE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade 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. Owner's Name and Address Registered Architect and /or Engineer . r ;r Name and address of licensed contractor.G • d ��G�"`% ' Y / �� — z / o `� Location and legal description of lot to be built on: Lot Block Subdivision E 1 Street and Number whets work is to be done 2 0 /i/ - State work to be done and purpose of building (by floors) .-.e- 6 CI and for no other purpose New Building Remodeling Addition Repairs No. of Stories — To be constructed of Kind of foundation Roof Covering...Y.. .� Estimated Total cost of improvements $ ' & Amount of Permit _t. 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 hint 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 permit, as are licensed by Miami Shores Village. 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 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 state ar e tr ( u ee/ Permit No..__... / 1 c Date 4-12. Read, Sworn to and Subscribed before me. Disapproved Notary Public, State of Florida (Signed) Building Inspector My Commission Expires Chairman Member Member ...... — MIAMI SHORES VILLAGE Date..._..._....._... __— �_°Z_....... ,19.? �4 _ No. . 3 e- ° fired_. ....(. ®° S T PLAT ' INC BOARD DATE Member Member Member to me well known, 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. BUILDING ELECTRICA PLUMBING Owner of Building ■ MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 7789 Work to be performed under this Permit DATE °..: ' / " 194 Cont actor's License No Architect Contractor ,// or Builder ' - ,: -' Legal Lot 1 '' /, BL Description Address of _ ./ � r _ Value of , �„ Amt. of Building r; / � Project Permit 1 t • .� This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any' plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. a Signed. •- . t k i /''' -.:�K ��;.+ By ‘''1 i / INSPECTOR In consideration of the issuance to me of this permit I agree to pereor i the work covered hereunder in compliance with,�JL ordinances and egnlations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper auth ddfttttees of Miami Shc e i Wi ge. In accepting this permit -I assume responsibility , or all work done by either myself, my agent, servant or employee. 1 •, e, ' , 1Y CO ' ACT • R • ' BUILDER! r =n .- • Subdi- vision BY AUTHORITY