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913 NE 95 St (7)LG ENGINEERING SERVICES, INC. - Consulting Engineers c I• v• I• L North Office: South Office: 7370 N.W. 36 Street 13380 S.W. 131 Street Suite 374 Suite 120 Miami, Florida 33166 Miami, Florida 33186 ENGINEER Tel: (305) 994 -8128 Fax: (305) 994 -8135 A. R. I Roofing Contractors, Inc. 8651 Northeast 10th Court Miami, Fl 33138 Project: Dear Sirs; TILE UPLIFT TEST Longman Residence 913 Northeast 95 Street (Second Story Only) Miami Shores, Florida Information provided by client: Permit Number: 45626 Date Completion: December 29, 1999 Roofing Contractor: A. R. I Roofing Contractors, Inc LG Engineering Services, Inc. Project Number: LGOO-0008 (Testing Laboratory Certificate #99- 0609.01) January 5, 2000 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 25 feet above ground surface. The type of tile used for this project was reported to be Concrete Wave Roof Tile. This tile was reported to have been foamed in place. The area tested included only the second story roof. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10 % of the roof tile located in the field area and more than 20 % of the roof tile at the roof perimeter and corner were physically examined. ase on our test results, we conclude that the installation of the roof t11e at project meets the test requirement outlined m the: above mentioned protocol:; a copy of o ur test report f or your review 1 1 1 1 LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. 1 ' TILE m_T rTEST Longman Residence 913 Northeast 95 Street (Second Story Only) Miami Shores, Florida Protect Number: LG00 -0008 1 1 1 1 1 1 1 1 Leo G c ia IIF , P.E. Project Manager referenced please ;f Report of TILE UPLIFT TEST for Longman Residence 913 Northeast 95 Street (Second Story Only) Miami Shores, Florida Project Number: LG00 -0008 ub 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 oa 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG00 -0008, Page 1 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 s Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. Tile Uplift Test Result - Project Number: LG00 -0008, Page 2 North 3 z 8' Z ='� 5To1 v • onv c. y p 0 -06o6 LG Engineering Services, Inc. — Tile Uplift Test Result — Project Number: LGOO-0008, Page 3 Date lal.' q Job Address 913 N. C Richard Wynne Notady as to Own r an or Condo Pres My Commission Expires: FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE NOTARY PUBLIC - STATE OF FLORIDA JENNIFER NAFTAL -PEREZ COMMISSION # CC588692 EXPIRES 10.11.2000 BONDED THRU ASA 1.888 - NOTARY -1 RADON Date . 9 S ✓ • Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant '" ?4Se- . CO M/A A (40.1 Nv# A) Master Permit # 6 7 / c: 2 03 — ' 6 Owner's Address 913 a E. 9s Phone Contracting Co. Ar i on , Inc . Address 8723 Sw 129th Te r r . SS# ph 251-1279 Qualifier State # Municipal # 000013371 Competency # Ins. Co. Ko 1 i s c h Ins. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION • Installation of Rain Gutters and Downspouts — Square Ft. / CO cL i Estimated Cost (value) 'lcZ 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 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 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. Si nature of owner and/or Condo Pre ' ent Date Signature of Contractor o i caner -Build r a te ot. , as to Contr Owner - Builder My Commission Expires: NOTARY PUBLIC- ATE OF FLORIDA JENNIFER NAFTAL -PEREZ COMMISSION # CC588692 EXPIRES 10.11.2000 BONDEDTHRU ASA 1-888NOTARY -1 C.C.F. NOTARY BOND TOTAL DUE Date APPROVED: Zoning Building i ' _� lbl l Electrical Mechanical Plumbing Engineering WORK DESCRIPTION Square Ft. FEES: PERMIT . 6 ' 6 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 9/3 A/6 9 % Tax Folio Legal Description Owner/Lessee / Tenant / l O t2J 2,0/1/6 AA/ Owner's Address 7/3 ///e 1 . Contracting Co. 4. T /1 x/50 / &2,V / UD Address Qugifier - /.ii// State # e C: eD (� 7/ 37 Municipal # Competency # Architect/Engineer / /V/4 Address Bonding Company AO Address Mortgagor /1//4 Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC /, /Do /F ! eool/ � eo`o/z 7 otary as to Owner and/or Condo Presid Date My Commission Expires: 4:4. ROSEMARIE P. LETHBRIDGE r: .. MY COMMISSION 0 CC 662671 n• ���.a D(PIRES: August 1, 2001 ti '• fu tr Bonded Thru Notary Public Undarvudters RADON C.C.F. > • 13114611 titf 141, Historically Designated: Yes No Master Permit # b 426 MO -7 / 9 hone(*) 7,r 4 / Ins. Co. - 2.e/i/ 4 l7�Kf= Estimated Cost (value) cal vvCJ' 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 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 will .e done in compliance with all applicable rk stated. ROOFING PAVING FENCE SIGN Signature of Contractor or Owner- uilder 9/' Date Notary as to Contractor or Owner- Builder My Commission Expires: : >y ROSEMARIE P. LETHBRIDGE ?., 41; MY COMMISSION 9 CC 662671 .J D(PIRES: August 1, 2001 ' - ?;p ., ; Bonded Thni Notary Pic Undeiusttors NOTARY -Zy -59 Date BOND 300. TOTAL DUE 9 (,,e7 APPROVED: Zoning Mechanical Plumbing Engineering Electrical NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // - 31.-t 1 • 01 jL- 3O l O STATE OF FLORIDA: COUNTY OF 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 9 7-3 /I , 6 ./ / -f.L// ,3 2. Description of improvement: 2e770 3. Owner(s) name and address: / 1 v g / Interest in property: N..)/✓ebv Name and address of fee simple titleholder: 4. Contractors name and address ;4. `2' 6 2,r; /✓T= /� �� / ��ilaxi FL.. 33/3c 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: 47j.4 Amount of bond $ / 6. Lender's name and address: /3 6 - 57: : 7.4# - —C— -- /_j" 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.. Florida Statutes, Name and address: 8. In addition 10 himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida / St , Lutes. Name and address: 9. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sfgrature of ner / Print Owners Name Ocezr L vG-42 / £ 4T/ Sworn to and su bsc • before me this day of ...... Notary Publi Print Notary's Name My Commission Expires: WITNESS m VE R �w'PN - R OSEM - ARIE P LETHBRIDGE 4 —MY COMMISSION N CC 662671 EXPIRES: August 1, 2001 :,: ::Y tors .1ZA, COUNTY F.IDADE .t that this i� Y - 1 is 1 copy of Lila tico O _ _ ) 19 cnd Ch`ic'alSooi. L A# of O` 2-#- CO LS - 772-' - /7 Prepared by l"4 Wi )v `e Address: f f#S/ /vim /0 C-1 /J <4M i / 3 f 3 ' ^� i7 ` 9 47/ o/ i 2f rf n CountyCou D.C. 99R554 1999 OCT 29 12 :13 1230152 2'03 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: %. � . l?iro 5,-1/4 Job Address: 7 / J A s ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof ROOF CATEGORY ❑ (Nail -On Tile) 112‘ . - Adhesive Set Tile) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE e ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') WA Sloped Roof Area (ft') / /IX) Total (ft') //o? Master Permit No. Exposure category (per ASCE 7 -88): Building CIassification category (per ASCE 7 -88 table 1): Ft. V Ft. A V A Deck type: A TA HMENT Fastener Type: Field: SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r r r r ROOF PLAN 123.01 -78 9/96 Page -1 Rid a Vent' a fa 7 MEAN HEIGHT Deck type: W 06 2 6 I? z Underlayment: Insulation: 12" ROOF SLOPE D E T A I L 3 (PmaxJ l x ? (Aerodynamic Multiplier): r �) - Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION 3o // 6 .E iiea,t. N/4- Fastener type & spacing: Cap Sheet: Roof Covering I g/ /1 4716 SJMn/12 C TILE CALCULATIONS ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) 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 (Pmax2/O' Z x a (Aerodynamic Multiplier): " 9 ) - m = M 7KPCA: L 3 6 (Pmax3: /01 Ix (Aerodynamic Multiplier): ' 29 ) - 14.191 = M PCA: L g 6 , lo r 2" d . . PCA: L- 5 e f/ 6, o yew-17s .I r APPENDIX "F" REQUIRED 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 all 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- \Vorkmanship: The workmanship provisions of Chapter 34 are for the purpose of PA/ 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: \Vhen replacing roofing. the existing wood roof deck may have to be renailed n accordance with the current provisions of Chapter 29 of the SFBC. (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 units (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. . Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be •iewed 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 SFBC 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 verloaded 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 Chapter 23 of the SFBC. !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 tlic service life of the roof. S.: The owner may contact the Miami -Dade County Consumer Services Departme for further information regarding the above. .ncr's /Agent's Signature / Date or s Signature Z. METRO PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Gent Roof Tile, Inc. 11501 Northwest 1 17th Way Medley, FL 33178 Your application for Product Approval of: Metro Gem Roof Tile, Nail -On, Mortar Set, or Adhesive Set "The Wave" Concrete Roofing Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used. in Dade County, Florida under the specific conditions set forth on pages 2 through 14 and the standard conditions set forth on page 15. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 97- 1124.04 Renews No. 95- 0406.04 aul Rodrtg z Expires:01 /13/01 (/Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01/13/98 Internet mail address: postmaster @buildingcodeonline.com .it .'. �. wY METROPOLITAN 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 -2906 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Homepage:' http : / /www.buildingcodeonline.com METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.1)4 Wave Tile Trim Picccs Product TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specifications .Description I a 16 PA 112 Low profile, interlocking, extruded w = 13" concrctc root' tile equipped with two '1," thick nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. I e varies w — varies varying thickness PA 112 2 Accessory trim, concrctc roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. u oaga Roofing Product Control Examiner METRO GE\1 ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 #30 Felt Product #43 Coatcd Base Sheet Mineral Surfacc Cap Shcct Lenzingtcx -ZB 140 Undcrlaymcnt Rainproof II Icc and Water Shield Mopping Asphalt Flashing Cement TRADE NAiNIES OF PRODUCTS MANUFACTURED OTHERS , Dimensions N/A N/A N/A 59" x 164' roll 22 Ibs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 3 Product I)escrintion Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or doublc ply undcrlaymcnt. Mineral surfaced asphalt roll rooting for usc as a top ply in a double ply undcrlaymcnt system. Singlc ply, nail -on undcrlaymcnt. Singlc ply, nail -on undcrlaymcnt with 2" self - adhering top edge. Sclf - adhering undcrlaymcnt for usc as a top ply in a two ply undcrlaymcnt system with Approvcd #30 or #43 as the base laycr. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply undcrlaymcnt system. Cut back, asphalt based, asbestos free, fiber reinforced, trowcl grade cement for repair and Clashing applications. i\lanufacturcr generic ocncric generic Lcnzing Performance, Inc. with currcnt PCA Protect -O -Wrap, Inc. with currcnt PCA W.R. Gracc Co. with current PCA generic gcncric uloaga Roofing Product Control Examiner METRO GE\I ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.114 Test I'roduct Product Dimensions Specifications Description Manufacturer 1 Asphalt Primer N/A ASTM D 41 Cut back, asphalt • generic based coating used to facilitate bonding of dissimilar materials. ' Rooting Nails Tin Caps Wood Battens Tilc Nails Tile Scrcws min. 12 ga. with 3 /8' head r min. 32 ga. min. 1 5 /8" o.d. max. 2" o.d. horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 21/2" or min. 10d x 3" #8 x 21/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter PA 114 Appendix E PA 114 Appendix E Annular ring shank, hot dipped, clectro or mechanically gals. rooting nails for use in undcrlaymcnt attachment. Corrosion rcsistant circular disc for use in undcrlaymcnt attachment gcncric gcncric vertical Wood Preservers Salt pressure treated generic min. 1" x 4" Institute LP - 2 or decay rcsistant lumber battens PA 114 Appendix E PA 114 Appcndix E Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, squarc drive, galvanized, coarse thread wood scrcws gcncric gcncric Roof Tile Mortar N/A PA 123 Prcparcd mortar mix Bermuda Root ('TileTiteT" ") designed for mortar Company, Inc. sct roof tile with current PCA applications. Root Tilc Mortar N/A PA 123 Prepared mortar mix Quikrctc Construction ( "Quikrcte® Roof designed for mortar Products Tile Mortar ") set roof tile with current PCA e applications. 4 rank Zuloaga Roofing Product Control Examiner METRO GE\1 ROOF "TILE INC. ACCEPTANCE NO.: 97-1124.04 Product Roof Tile Mortar ( "BONSALO Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro0 AH 160) Hurricanc Clip & Fastcncrs Valley Flashing Drip Edge 1)inrcnsions N/A N/A Clips min. '/z" width min. 0.060" thick Clip Fastcncrs min. 8d x 1' //" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 123 Product Description Prepared mortar mix designed for mortar sct roof tilt applications. Manufacturer W.R. Bonsai Co. with current PCA PA 110 Adhesive designed for Polyfoam Products, use in roof tile Inc. applications. with current PCA PA 114 Appendix E ASTM A .525 Corrosion resistant bronzc, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tilc attachment. Clips arc installed with corrosion resistant roofing nails compatible with the clip. Galvanized steel valley flashing PA 1 1 I Galvanized steel drip edge 5 generic generic generic Roofing Product Control Examiner METRO GE\I ROOK' "TILE INC. ACCEPTANCE NO.: 97- 1124.04 TEST REPORTS Test Agency Test Identifier Test Name/Report Date Rcdland Technologies 7161 -03 Static Uplift Testing Dec, . 1991 Appendix 111 PA 102 Rcdland Technologies 7161 -03 Static Uplift Testing Dcc.. 1991 Appcndix III PA 102(A) Thc Ccntcr for Applied 94 -084 Static Uplift Testing May 1994 Enginccring, Inc. PA 101 Thc Center for Applied 94-060B Static Uplift Testing March, 1994 Enginccring, Inc. PA 101 Thc Ccntcr for Applicd 25- 7094 -1 Static Uplift Tcsting Oct: 1994 Enginccring, Inc. PA 102 Thc Center for Applicd 25- 7094 -7 Static Uplift Testing Oct. 1994 Enginecring, Inc. PA 102 Thc Ccntcr for Applicd 25- 7094 -4 Static Uplift Tcsting Oct. 1994 Enginccring, Inc. PA 102 The Ccntcr for Applicd 25- 7183 -1 Static Uplift Testing Feb. 1995 Enginccring, Inc. PA 102 Thc Center for Applicd 25 7183 - 2 Static Uplift Testing Feb. 1995 Enginccring, Inc. PA 102 1 The Ccntcr for Applicd 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 Thc Ccntcr for Applicd 25- 7214 -6 Static Uplift Testing March, 1995 Enginccring, Inc. PA 102 Rcdland Technologies 7161 -03 Wind Tunnel Testing Dcc. 1991 Appendix 11 PA 108 Thc Ccntcr for Applicd Project No. 307024 Wind Driven. Rain Oct..1994 Enginccring. Inc. Tcst #MDC -73 PA 100 Tcstwcll Craig Laboratories Lab #:EA -23 Physical Properties Scpt. 1994 & Consultants, Inc. Tech: G. Suarez PA 112 6 Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 SYSTEMS (CONTINUED) SYSTEM D: Mortar or Adhesive Set Application Deck Type: Wood, Non - insulated Deck Description: New construction ' / or greater plywood or wood plank. Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: J Install underlayment system in compliance with Metro -Dade County Roofing Application Standard PA 120. (See System Limitation #5.) Roofing Tile: Install tile in compliance with Metro -Dade County Roofing Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: I. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. /0 Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE `O.: 97- 1124.04 SYSTEM LIMITATIONS I The standard minimum roof pitch for Metro Gem Roof Tile's "Wave ", low profile tile shall comply with Metro - Dade County Roofing Application Standards PA 118. PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Metro -Dade County Protocol PA 115 or PA 127. The Metro Gem Roof Tile "Wave" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 1 15 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Metro -Dade County accredited testing agency, in compliance with Metro Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 1 1 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Metro Gem Roof Tile's current specifications and details. a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Metro -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Metro -Dade County Protocol PA 112, Appendix Zuloaga Rooting Product Control Examiner Tile Profile 1 (ft Batten Application 1 (ft Direct Deck Application Wavc Tilc 0.27 0.29 Table 2: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Approved Eave Clip 1' nail . Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 'Wave Tile 5.86 6.61 5.76 6.50 5.64 6.37 5.50 6.21 5.34 N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip 1 nail . With: _2.nails Approved Eave Clip 1' nail . With: 2 nails 1 nail 2 nails 1 screw 2 screws 'Wave Tile ' Battens 3.30 6.50 22.90 49.10 24.20 34.80 22.10 32.20 Direct Deck 9.00 17.30 25.80 47.10 24.30 35.50 19.00 31.90 :METRO GEM ROOF "PILE INC. DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerod Multipliers -1� ft ACCEPTANCE NO.: 97- 1124.04 I Data noted in Table 3 is for installation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others'. and 'Profile Drawings' sections of this Approval. Clips on eave We are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. /2 Frank Zuloaga Roofing Product Control Examiner s METRO CEi•I ROOF' TILE INC. DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Table 3 -A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) For Nail -On Systems Tile Profile Wave Tile Tile Application Direct Deck New Construction (min. i9 /32" plywood) Direct Deck Recover /Reroof (min. t5 /32" plywood) Battens New Construction Two (2) 10d x 3" long nails 67.50 43.00 50.90 1 Tile installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 21" from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment — M, (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Wave Tile Tile Application -Mortar Set Adhesive Set Attachment Resistance 20.00 86.61 /3 ACCEPTANCE NO.: 97- 1124.04 Frank Zuloaga Roof - in, Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 PROFILE DRAWINGS approx. T_ - 1/ 2" Wave Tile 14 13 -1/8" Water Course Nose or front of tile Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.114 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. 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. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acccptancc will not be considered if: a) There has bccn a change in the South Florida Building Code affecting the evaluation of this product and thc product is not in compliance with the code changes; b) Thc product is no longer thc saute 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 thc 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 tiling 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 Acccptancc: a) Unsatisfactory performance of this product or process; b) Misusc of this Acceptance as an endorsement of any product, for sales, advertising or any othcr purposes. 6. Thc Notice of Acccptancc number preceded by the words Dade County, Florida, and followed by the expiration date may bc displayed in advertising.Iitcraturc. If any portion of the Notice of.Acccptancc is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and othcr documents, where it applies, shall be provided to thc user by thc manufacturer or its distributors and shall be available for inspection at the job site at all times. Thc copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Acccptancc contains pages I. through 15. END OF THIS APPROVAL 15 rank Zuloaga Roofing Product Control Examiner Apr -30 -98 04:1OP Polyfoarn Products Inc. 954 475 - 1462 METRO PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, TX. 77383 Your application for. Product Approval of: kolyfoam Products "Polvpro Al[ -160" Roof Tile Adhesive under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: The Center for Applied Engineering, Inc. and Miles Laboratories Polymers Division has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2.14 and the standard conditions on page 15. ACCEPTANCE NO.: 98- 0303.02 Renews: 96- 0402.02 EXPIRES: 04 /16/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE APPROVED: 04/16/98 1 Intornet mail address: postmaster @buildingcodeonllne.com aul RodrigucZ Product Control Supervisor Charles Danger, P.L'. Director Building Code Compliance Dept. Miami -Dade County METROPOLITAN 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 (31 3175 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office, 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 manncr, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office 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. This application for Product Approval has been reviewed by the Miumi - Dade County Building Codc Compliance Office and approved by the Building Code Committee to be uscd in Dade County, Florida under the conditions set forth above. •J P. 02 Homepage: htlp : / /www.bulldingcodeontIne.cont Apr -30 -98 04:1OP Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring. Texas 77383 -1132 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL Category: Roofing Component Sub - Category: Fastening/Adhesive Type: Roof Tile Adhesive $ub- 'hype: Two Component Polyurethane System Description Polyfoarn Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AHI60 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTFI000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTF1000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. l'ulypro® adhesive shall be applied only by 'Qualified. Applicators', licensed by Polyfoam Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Contact: Pat Murray P.O. Box 1132 Spring, Texas 77383 -1132 Phone: (713)350 -8888 Fax: (713)288 -6450 Page 2 of 15 954 475 -1462 P.03 Product Control No.: 98- 0303.02 Product Control No.: 98- 0303.02 Approval Date: April 16. 1998 Expiration Date: April 16. 2001 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Polyfoaln Products Inc- , 954 475 -1462 P.04 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Polypro® AH 160 N/A PA 101 Two component polyurethane Foampro® Rif 1000 N/A See Detail Attached Dispensing Equipment I Page 3of15 Frank Zuloaga, RRC Roofing Product Control Examiner Apt^ -30 -98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Product Underlayment Roof Tile TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria Product Description 954 475 - 1462 P.05 Page 4 of 15 Manufacturer. PA 120 All Dade County Component Approved All Dade products as detailed in Dade County County Application Standard PA 120 Approved Products PA 101 All Approved roof tile systems having All Dade tested in compliance with Dade County County Protocol PA 101, as detailed in the systems Approved section of this Component Approval Products rank Zuloaga, RRC Roofing Product Control Examiner APT -30 -98 04:11P Polyfoani Products Inc. 954 475 -1462 P.06 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303,02 TEST REPORTS Test Agency Test Identifier Test Namc/Report Date Center for Applied #94 -060 Miami Dade Protocol 04/08/94 Engineering PA 101 Ccnter for Applied 257818 -IPA Miami Dade Protocol 12/16/96 Engineering PA 101 Center for Applied 25- 7438 -3 SSTD 1 1 -93 10/25/95 Engineering Center for Applied 25- 7438 -4 SSTD 11-93 10/25/95 Engineering Center for Applied 25- 7438 -7 SSTD 11 -93 11/02/95 Engineering Center for Applied 25 -7492 SSTD 11 -93 12/12/95 Engineering Miles Laboratories NB- 589 -631 ASTM 17 1623 02/01/94 Polymers Division Ramtech Laboratories, 9637 -92 ASTM E 108 04/30/93 Inc. Southwest Research 01- 6743 -011 ASTM E 108 11/16/94 Institute Southwest Research 01- 6739- 062b[I] ASTM E 84 01/16/95 Institute Trinity Engineering 7050.02.96 -1 PA 114 03/14/96 Page 5 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.92 TYPICAL PHYSICAL PROPERTIES Property Test Results Density ASTM D 1622 1.6 Ibs. /ft.' Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM 0 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor ASTM E 96 3.1 Perm / Inch Transmission Dimensional ASTM D 2126 +0.07% Volume Change @ -40 F., 2 Stability weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% 954 475 - 1462 P.07 Notc: 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. Page 6 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC - SYSTEMS Deck Type: Wood, Non - insulated. New Construction /Reroof Deck Description: 15 /32" or greater, plywood or wood plank. SYSTEM A: Adhesive Set Application Slope Range: 2 ":12" to 7 " :12" Comments: 954 475 -1462 P.O8 Product Control No.: 98- 0303,02 Underlaymcnt: Shall comply with Miami -Dade Roofing Application Standard PA 120 Roofing Tile: Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient , attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Table I: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel #1 'S' Shaped #2 Double Roll #3 Flat #4 Apr -30 -98 04:13P Polyfoam Products Inc. r 954 475 -1462 P.10 POLYFOAM PRODUCTS, INC. Product Control No.: 98 - 0303.02 COMPONENT APPLICATION 1. Polypro) A1-1160 tile adhesive shall only be applied over an underlayment installed in compliance with application instructions detailed in its NOA.. Underlayment may he any underlayments or underlayment systems listed Miami -Dade County Roofing Application Standard I'A 120. 2. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products. Inc. 3. 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 (R)_ The dispense timer shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of NOA. 4. Adhesive shall be dispensed in a 17 in to 23 in= pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table 1, below 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. Page 9 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:13P Polyfoam Products Inc. 954 475 -1462 P.11 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 SYSTEM LIMITATIONS 2. Polypro® AH160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. For adhesive set tile applications, a field static uplift test by a Miami-Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard PA 106, shall be required not less than 72 hours after application to confirm tile adhesion. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system acceptance with this Component. 6. Refer to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® AH 160 shall not be exposed permanently to sunlight. 8. Polypro® AH160 shall be applied with Foampro RTF1000 dispensing equipment only. 9. Polyfoam Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. Page 10 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:15P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. 14.11 !►.reapk pluellc cwneet (wheal r,oelr,d by oede) Yadsr/aya.ent lave Campo PLACEMENT DETAILS (CONTINUED) Cale cows enly, M >p * h I s Approw.watbp d up Apply ons.pl. .dl/o,ivs la add.+. 11.23 square lacks, 1s amass* will/ /M t11e. Placement Detail #3: Double Roll Profile Page 13 of 15 954 475 -1462 P.14 Product Control No.: 98- 0203,02 ays Closure Praia Frank Zuloaga, RRC Roofing Product Control Examiner Aar- LW-ytt3 04:1bP Pu Pruductai InC. POLYFOAM PRODUCTS, INC. NOTICE OF ACCEPTANCE STANDARD CON.L1EEt ..NS 944 47$ •1402 P.16 Produot Gontrol No.: 984.0.1.4. Polyfuam Products, Inc. ACCEPTANCE NO: 9820103.02 2400 Spring - Stucbner Road APPROVED rlartillh6, ¢ 998 Spring, TX 77383 EXEIRES : 36.2f � 1 Renewal of this Acceptance (approval) shall bc considered aver a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no,older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's namc, city, slate, and.the following statement: "Miami - Dade County Product Control Approved ", or as speoifieally statod'in Use specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered in 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 Otitis acceptance, including.the correct installation of the product; d) The engineer who originally prepared, signed and scaled 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 bc 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 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 cupy 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 eagles 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. 9 This Acceptance contains pages I through 15. CND OF THIS ACCEPTANCE Page 15 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner ;UILDING ❑ LECTRucAI. n PERMIT N° 11115 'LUMB1NG ❑ iOOFING [ Work to be performed under this Permit Owner of Building architect 'Contractor or Builder Legal Description. Address of Building Lot MIAMI SHORES VILLAGE, FLORIDA Bl. 1 4' - ! ✓ \ 1 • Subdi- vision Value of Project $ 476 Bx DATE Contractor's License No Amt. of Permit $ This perm is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application 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 responsibility for work done by his agents, servants or employees. Signed Jr i J ad BY Ir s A IN _ In consideration of the issuance to me of this permit I agree tq•`perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawing statements or specifications submitted to the proper authorities of Miami Shores Village. - ^cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. 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 " jel 1 ' Z�� I() Registered Architect andior Engineer Name and address of licensed contractor 2 /: f^ i - 41 'Z6 I-Csfie ,Z /03 7/ 6 `r. Location and legal descriiiptip� t to be built on: 1/49.14/4 / � Lot / 1 'f/ 1 I B loc Subdivision l/ ��fJ (3 f Street and Number where work is to be done State work to be done and purpose of building Iby floors). state exterior colors (submit samples) 7iZ6 4 /C ' 0 - 7 /Q 1‘1 - e - ‘tf-4/�� - iii - c471-1wr. boo / New Building Remodeling Estimated lbtal cost of improvements $ / To be constructed of Kind 84 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 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 pos d for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to loy only such subcontractors. tv s be performed under this permit. as are licensed by Miami Shores Village. Remarks ISigne STATE OF FLORIDA COUNTY OF DADE. ss. 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 fo goin ; application. and that he did sign the same. and that all facts therein by him stated are true. Permit Na Se)S` Date g R F Read. Sworn to and Subscribed before me. Disapproved (Signed) Building Inspector 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. Addition Repairs Amount of Permit s Date . / � o No. '7/ " " St Notary Public. State of Florida and for no other purpose. No. of Stories of / tovering R Owner's tame and Address . Disapproved i q (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby innde for the approval of the detailed statement or ire 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, i lorid.t, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the 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 Date Registered Architect and /or Engineer ,, .�t y., „, „ „ „ „. ., , Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block ubdiv ion _ ._..��._ Street and Number where work is to be done .. .... —_ f 7 � State work to be done and purpose of build'n (by floors) _ f �• ...r Building Inspector My Commission Expires and fof nq purpose. Ncw Building Remodeling Addition Repairs No. of D ori( To be constructed of Kind of f ountlatton� Estimated Total cost of improvements $.. .....` r” Amount of Permit S. Zone cubage required Plan Cubage Distance •to next ne.uest 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 Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permant•nt Supplement, anti has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performe under this permit; and will post or cause to be posted for inspection on the she of'the work such public notice or noticcs as arc 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. P' Remarks (Signed) Z ...L1 STATE OF FLORIDA, COUNTY OF DADE. ss. •Before me, the undersigned authority, a notanY public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Roof Coverin 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. gX 1 1 5 Date qg Read, Sworn to and Subscribed before me. Notary Public, State of Florida to me well known, PLANNING BOARD DATE Citair:nan 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 frmn 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 anti /or workmanship. APPLICATION FUR 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. Owner's Name and Address Architect and /or Engineer Name and address of licensed contractor__ Location and legal description of lot to be built on: Lot__7_ Block._ 7.0 Subdivision. 5 Street and Number where work is to be done __ '7j _ .,� " 5 7- State work to be done and purpose of building (by floors) . __a? /_l STATE OF FLORIDA, COUNTY OF DADE. and who, being by me of the above described therein by him stated Permit No Disapproved (Signed) ss. IAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT New Building Remodeling Addition v Repairs No. QL,S,to 'es To be constructed of Kind of foundatiow� Roof Covering Estimated Total cost of improvements $ ® 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 pennit 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 permit, as are licensed by Miami Shores Village. Remarks (Signed). Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared first duly sworn, upon oath deposes and says that he is the construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts Date u .ing Inspector Date. f QT _41 � 2r No /3 Street to me well known, Read, Sworn to and Subscribed before me. 5 and for no other purpose. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chainnan 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. Inspection Number: I NS P -15890 Inspection Date: 05/31/2006 Inspector: Devaney, Michael Owner: LONGMAN, ROBERT Job Address: 913 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Tuesday, May 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUN 0 1 ENID Block: Permit Number: RF -4 -06 -1074 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)756 -7919 Parcel Number 1132060143090 Lot: Phone: 786- 277 -9540 Page 1 of 2 i G j Passed / ` 13 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NS P -15890 Inspection Date: 05/31/2006 Inspector: Devaney, Michael Owner: LONGMAN, ROBERT Job Address: 913 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Tuesday, May 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUN 0 1 ENID Block: Permit Number: RF -4 -06 -1074 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)756 -7919 Parcel Number 1132060143090 Lot: Phone: 786- 277 -9540 Page 1 of 2 Inspection Number: INSP -15889 MAY 1 9 un Permit Number: RF -4 -06 -1074 Inspection Date: 05/17/2006 Inspector: Grande, Claudio Owner: LONGMAN, ROBERT Job Address: 913 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Buildin De Comments Tuesday, May 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)756 -7919 Parcel Number 1132060143090 Lot: Phone: 786- 277 -9540 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING True L Passed 5 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -15889 MAY 1 9 un Permit Number: RF -4 -06 -1074 Inspection Date: 05/17/2006 Inspector: Grande, Claudio Owner: LONGMAN, ROBERT Job Address: 913 95 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: KAWALEK ROOFING, INC Buildin De Comments Tuesday, May 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)756 -7919 Parcel Number 1132060143090 Lot: Phone: 786- 277 -9540 Page 2 of 2 Date 05/03/2006 Permit Receipt Permit Number: RF -4 -06 -1074 Invoice Number: RF -4 -06 -24634 Applicant: ROBERT LONGMAN Company Name: Payment Type CheckNum Check 6616 Amount $137.70 Total Payment: $137.70 Wednesday, May 3, 2006 Page 1 of 1 Issue Date: 4/27/2006 Owner's Name: ROBERT LONGMAN Permit Type: Roof Work Classification: Roof - New Job Address: 913 95 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/2312006 Contractor(s) KAWALEK ROOFING, INC Phone 786 - 277 -9540 Primary Contractor Yes Comments: TEAR OFF EXISTING FLAT ROOF; REPLACE W/H A NEW INSULATED BUILT -UP ROOF SYSTEM Additional Information Type of Work: Re -Roof Additional Info: Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $14.40 $4.80 $5.00 $100.00 $6.00 $7.50 $137.70 Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -4 -06 -1074 Phone: (305)756 -7919 1132060143090 Total Square Feet: 2900 Total Valuation: $ 23,500.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number RF Total: Amt Due $137.70 MAi� Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Lot: PB: Qualifier N. BUILDING TE C IE ET M57' Permit No. Z —) PERMIT APPLICATION FBC 2001 BY Permit Type (circle): Building Elect 'c . Plumbing Mechanical Owner's Name (Fee Simple Titleholder) f` J -( {-O h k�r 1 Phone # Owner's Address 6 113 I V E q5 + , jj'-- Cit 1 " 1 I Ci1W11 .Shnre$ State Job Address (where the work is being done) 113 I v E 5 +h &i $ Value of Work For this Permit .... ,a3) 50 0 Total Fee Now Due $ (Continued on opposite side) 137.10 M iami Shores Village Iz : c7z PoN- Building Department 4/ to& 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. zip 331.3q Tenant/Lessee Name Phone # Contractor's Company Name (� I A00- I no‘ Phone # Contractor's Address p, 0, ox 53)0.5) ✓ City Nt I am 1 State Ft— Zip State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO MAY 0 3 PAID \IK (4 6 MAY 0 3 PAID 305 1 75 1 /-0/ q/ 3315.3 38,0036 Type of Work: ❑Addition n [New Repair/Replace ��r ()�� � Alteratio � ] [J Demolition Describe Work: e- X .S Yl ` ! & v o o-r, re_ /0 lace IA.) 111 a. new 3 (A-I e.±ed- b uci ro o-F 6 ys--)-evhi Submittal Fee $ C) , Permit Fee $ 300 CCF $ 14 .40. CO /CC Notary $ 3- C O Training/Education Fee $ 4 .. . 0 Technology Fee $ 7 • . Scanning $ C7 . CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent , Contractor The foregoing instrument was acknowledged before me this ' The foregoing instrument was acknowledged before me this day of kFlk , 20 (0, bylibag tS LrAcl l $A- • , day of As4 12 - t <-; 20 E�by who is personally known to me or who has produced fi. vJovS fir- who is personally known to me or who has produced L Z5 /IZ 32 l'k b As identification and who did take an oath. Chc 05/13/03 NOTARY PU Sign: Print: • ,wr' MONICA LISSETH DIAZ • u MISSION # DD 483995 EXPIRES: Octo6eT'2072009-- ded Thru Notary Public Underwater IC My Commission Expires: OTARY PUBLIC: Sign: Print: My Co **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: ORIDA as identification and who did take an oath. O ' 'Y P .1 C -ST '� Erk ' _ �, U18 Co. , Inc, * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** V)(oesA Plans Examiner Engineer Zoning Q RECORDED COPY MUST BE POSTED ON PERMIT NO - f c AX 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 o'ipe %ar d i trgtddress: o r e 2. Description of improvement: Remo 0 Iwv i- tonlvran c l3 nC 6 15 . l Goni SCLAP3, i 33 1 5 3 Interest in property: 0 U.✓h er Name and address of fee simple titleholder: 3. Owner(s) name and address: 4. Contractor's name and address: V '-�l JK �.� a- e / .. 1" i v 1 '1� OX 53105 ' 1ck. r 1�L 33)53 STATE OF FLO ID7C70U(1 I 5. Surety: (Payment bond required by owner from contractor, if any) RE„ w CERTIFY that this ^ e true . •y of t Name and address: orrglfia�+ t =ffice o n ' Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di' -renter is of • IMiii 4 he tot Prepared by 1 u' d )..xvicidek Sworn to and subscribed before me this day of *pp( , 20 td . F'. WivCt/15LIC . 1 - 1`.Z 3Z 1?48 Address: lrnaar Si: nature of Owner Print Owner's Name Notary Public Print Notary's Na My commission expires: 123.01 -52 PAGE 4 8/02 NOTICE OF COMMENCEMENT 1111111111111111111111111111111111111111111 11 THE JOB SITE AT TIME OF FIRST INSPECTION C. F- N 2006R04-27023 C� OR Bt: 24447 P9 0941; Ups) FOLIO NO) �� � ` � RECORDED 04/20/2006 15 :40 :42 HARVEY RUVINv CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE q 13 N 5+n 54 M140 5 3313? r • • o.• • • • • Florida Building Code Eclition:2DQ4 High Velocity Hurricane Zone Uniform Permit ApplicatibN For (O-I 4 Section A (General 3 rtfgr►i l ati•on) ••• ••• IMCMEWIET • • • •• • ••.. • •• Master Permit No. ocp --ZO-7 Processt`lo.• •' . • ° Contractor's Name tAIJL KMAYAK O • 'k. Job Address q �3 • E • �j �.�' • tiLow Slope ❑ Asphaltic Shingles ROOF CATEGORY • •• ••• •. • •••. • • • • • • • • • • 0 ❑ Mechanically Fastened Tile ❑ Mortar /Ad ❑ Metal Panel /Shingles ❑ Wood Shiri ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof C ' Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ❑ Repair ❑ Maintenance ggov SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locatio? of parapets. 010 ?3_01 -48 5/03 PAGE 3 • ••• • • • . . • • • • • • • � -y Florida Building Code ditior}ZOgZ • High Velocity Hurricane Zone Uniform Permit Application Form. Section C Low SlOpeod_ I�.oaf lSystsip1 •• • • • • Fill inS pecHic Roof Assembly Components Fastener Spading fot AnbhorIBase Sheet and Identify Manufacturer - - (If a component is not used, identify as •NA) • • • • • • • • • . • • • .. Sy Manufacturer. 6 P F- Fuca • 7 . 0 .ea a w R ow 0 •° oc ..• • • 1• • Perimeter. 0 ° oc (c l • # Rows ' (� 6 ° oc Comer q ° cc Lap. # Rows A co _ oc Number of Fasteners Per Insulation Board NOANo.: , "OS'o � .r 05 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 59SPma2 2: 8 1.3 Prnax3 / I a 'I Max. Design Pressure, Fronljhe Specific NOA System: m Deck: Type: \A/O0 Gauge/Thickness: Jam/ g 11 o Slope: 0 Anchor/Base Sheet & No. of Ply(s): Insulation Base Layer. , i I � S 0 Base Insulation Size and Thickness; y I Base ,lrtsulailo nA en /Bonilirlg Material: Top Insulation Layer. ,.�'i�0 +&v6rd Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s). Base Sheet Fastener/Bonding Material: Ply Sheet(s) .& No. of Ply(s): PI het F : - ondin9 aterial: S Surfacing: Top Ply: GA- ! v ` 1 n epkl C.Ap -Sheet Top 0-r ry B r #7- • • ••• ment • • Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. GAF M n era,i- 4, Cap heei' 0 3X3 galy eirP 1 Ibtralas b0.5esh&l' FT. I p o , rr i I u '' iq' ° -j-oal l -r pered Height Parapet Mean Roof Height I ° T_so.Tr'13 ikleci c n Board S r&±aven± &u,SeAee - C, lai d- dry SECTION i 23. • . • ; • HIGH VELOCITY HURRICANE ZONES REQUIRLD'OW NEI1S NDTIFIt 41 t N FOR ROOFING CONSIDERATIONS . •• • • . 1524.1 As it pertains to this section, it is the responsibility of tht,441sg; optitc'tor'te provide the owner with the required roofing permit, and to explain to the owner the ienkerit df thiS•$e ;lion..' he provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements aMd 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 Zone) 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. VO) 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: Conunon roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with conunon roofs, the roofing contractor and/or owner 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 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 accordanc 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. . O ' er's /Agent's Signatu Date sw\euiNc\ ctL Db / / awuc Contractor's Signature NI MADE VIA 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 •�• • • 0 • • This NOA renews NOA 1/02- 0408. and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC • ••• • •• •• • . -. • • 1 • •.. - . • • • • • • • •MIA0/11 -4ADT COUNTY, FLORIDA • • .. METRO -DARE I'LAGLER 11 UILDING • 1.40 � F'LAGLER STREET, SUITE1603 : . ' W � T' .r4t AD11,! LO1tIDA• 331304563 • �: •' :(3U5 }31� -1�Q� PAX (305) 375.2908 • • •.• • •_. • • • •. • . • •. . • ••. • • • • •• • • • •• ••• .• •... • • • . • . • • • • . •.. • • • • , • • • •••.. SCOPE: This NOA i5 being issued under the applicable rules' regulations governing the use of construction materials. • The documentation submitted has been.reviewed by,;the,$CCO and accepted by the Building Code and Product Review Committee to he used in Miami'Dade County aiid - other areas where allowed by the Authority Having Jurisdiction (Ah11). • This NOA shall not be valid .after the expiration ;date stated. below. The Mianii-Dade County Product Control Division (In Miami Dade County). and/or the AHl (in aieas,etlier than Miami Dade County) reserve the have this product or material tested for quality assurance,pul-poses if this product or material fails' to. perform in the accepted manner, the manufacturer will,incur the expense,of such testing and the AI-LT may irrunediately revoke, modify, or suspend the use of such product Or material w ithin 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. DESCRIP'T'ION: (.:A Conventional Built - 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. REN'E'VVAL 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 occtu 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 cornply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection al the job site at the request of the Building Official. NOA Nu: U3- 0501.05 Expiration Date: 11/0 Approval Date:10/23 /03 Page 1 erl 2 .ROOFING SYSTEM APPROVAL Product GAF Asphalt Concrete Primer (Matrix.` 307 Primer) GAF Mineral S1n1d® Granules GAF \VeatherCoat « Emulsion (Matrix iM Fibered 305 Emulsion) GAF Premium Fibered Altuninum Roof Coating. (Matrix M System Pro Al umin 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 G AFGLAS® 4'75 GAFGLAS HO Ultima 13 ase Sheet. GAFGLAS Flex. P1 6 Diinensioris 5, 55 galhits 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 )ecitication ASTM D41 STTM 0.1863 • • ••• • • • •• •• • • • • • • • • .•. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • Catesorv: Roofing Soh-Category: BUR Deck Type: Wood Maximum Design Pressure - psf • • • • Fire Classification: See General Limitation # ,.: : • • • • • • • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED APPLICANT: TABLE1 • • • • • . •• • ••. • • • • ••• •• • •• ••• •• ... . •• • • • • • • • •• •.•• • • • 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 einulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. 1., 5 gallons ASTM D 2824 Fibcred aluminum coating. ASTMD 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM 1) 4586 Fiber reinforced, polymer modified Flashing cement ASTM I) 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mitt base sheet. • ASTM D4601 Asphalt impregnated and coated, fibergla.ss base sheet ASTM 1) 21.78 Type VI asphalt impregnated glass felt w ith asphalt coating. NOA No: U3 05031.0S Expiration Date: 11/04/08 Approval Date:10 /203 Page 2or f21 Product GAFGLAS Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRAfAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS STRATAYENT Eliminator Perforated... Nailable RUBEROIDO SBS Heat Weldor Smooth RUBEROID® SBS Heat - We1dcM Granule RUREROID® SBS I-leat- Weldru 170 FR. RUBEROUD® SI3S Heat- WeIdTM PLUS RUI3EROID® SBS Heat - Wcld PLUS PR RUBER0:1D® SF3S Heat - Weld" 25 RUBEROID Modified Base Sheet Ruberoid0 20 Ruberoid n Mop Granule Dimensions 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37' (1 meter) wide Various. 39.37 ",C1 meter wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide • : . • . • •• Test , • • :•: • P xduct Suecification •DeseripAion ASTM D iTz8:Cype ly dpLtak iirinrltumaUeei glass felt with •asphalt ao'at , • ; ; : • ASTM D 3909 At;phalt.■oateii' glass.fiber. ±at cap sheet surfaced with mineral granules; . •• • • ASTM D 4 4barggass lsg s h and D 3672 ..''cbated:Qn bob sides wit; 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. ASTM D 4897 Fiberglass base sheet impregnated and -... D 3672 coated on both sides with asphalt.: Surfaced on the bottom side with mineral granules embedded in asphaltic coating.. ,ASTM D -6164 Non :.Woven Polyester mat coalea.with polymer- modified asphalt and smooth surfaced. ASTM D -6164 Non -Woven Polyester mat coated with • polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester chat coated with polymer moditied asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with fire retardant polymer moditied asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth. surfaced. ASTM D4601, Premium glass fiber reinforced SBS - Type II, UL modified base sheet Type G2 BUR ASTM D 6163 SBS moditied asphalt base sheet and AS'1'M D 5147 interply sheet reinforce with.a glass fiber gnat. ASTM D 6222 Non - woven polyester nett coated with ASTM D 5147 polymer moditied asphalt and surfaced with mineral granules. NOA nu: 03- 0501.05 Expiration Date:11 /04 /08 Approval Date:10/23/03 Page 3ai Product Ruberoid® Mop Plus (Granule) RUBEROID• MOP . Smooth 1fU13ERoID rr MOP 17OFR RUBEROID® MOP FR. RUITEROID® TORCH RUBEROID® TORCH Granule RUBEROLD® 'TORCH PLUS (Granule) . RUBEROID® TORCH FR RUBEROID 17OFR TORCH RUI3EROID a 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 ° 3937' (1 meter) wide 39.37" meter) Wide. 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (l meter) Wide 39.37" (1 nutter) wide 39.37" (1 meter) . wide 39.37" (l meter) wide 39.37" (1 meter) Wide • • • Test . • • • o •:• :•: : 'Y'rpd u� t� t Specificatiop ••• • ' • :Des4ription ASTM D 6;22 Non - woven polyester mat coated with ASTM DS147 :pctlypei nloeii'fted aslillaltaitd surfaced with • • ... •• • • • • • • • rt neral artulps. ASTM D 6164 N'on -woven polyestef mat Coated with ASTM D 5147' polymer- modified .asphalt and smooth • ▪ • • • sprt icidw i • • : • • :. ASTM D 646 11?o3 -WWGe p►1.yg�terj t coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. • ASTM .D 6164 • Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphaltiiiid surfaced with miner granulers. • ASTM D 5147 t-leavy duty, polyester reii fbrcea, asphalt modified bitumen membrane smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM 1) 6163 Non -woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non -woven fiberglass mat coated with tire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Woven fiberglass mat coated with Polyi .er ASTM D 5147 modified asphalt and surfaced with alurninutn, copper ur stainless steel foil. ASTM D 6164 Non -woven polyester and fiberglass mat ASTM D 5147 coated with tile retardant, polymer modified asphalt and surfaced with mineral granuL •es. NOA Nu: 03 - 0507.05 Expiration Date: 1110408 Approval Date:10/23 /03 Page 4 ow 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix ® System Pro Aluminum Roof Coating.Fibcred 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L t' . Asphalt P 'f ile- Mute: ;B•ase :Sheet Tile -Male Cap Sheet Shingle- MateT''t Underlayment TopCoat Surface Seal SB (Matrix 602 S13 Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) WeatherCoteTJA (Matrix 531 WeatherCote s® Elastomeric Flashing Crrade) Matrix Low VOC Matrix 101 System. Pro SBS Adhesive (Ruberuid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid0MB) Matrix 102 Select SBS Adhesive • • • • • • • • Test : • : • • • • • • • Pr t • Dimensions Specification • ••• : : ,Desy riplisrn PA 100( IJne way.vatv5sveat used to relieve built - up ASTM D 3919ictssur IitDun tli,e Calf *Am. GAF Vent ASTM D'63'5 Spcks Mq a;tiiilable;tnan1tai or plastic. 5 gallons None Mineral colloidal bituminous emulsion with •• rrflgctive alurninum flakes 5 gallons ASTM D2824, Ncxt'fibefe tattrr tulnsFgmented, asphalt • •, Type 1, • • rto • • • • • ••• ••• 100 lb. cartons, bulk • 60 Ib. kegs 39.37" (1 meter) ASTM D4601. wide 39.37" (1 meter) ASTM 1) 3909 wide 4 sq. roll 30 lbs. '5 gallons 5 gallons 5 gallons 5 gallons ASTM D312, Interply mopping and surfacing asphalt Types 1, 11, III and IV 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 • o SEBS modified a$pi?,alt, ,; 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. 5 gallons ASTM D3019 Cold Applied Modified S.EI3S Asphalt Adhesive. NOA No: 03- 0501.05 Expiration Date: 11/04108 Approval Date:10 /23103 Page 5 o 121 Product .(Ruberoid ©MB) Matrix 202 Select SITS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Mttl rix 103 Cold Adhesive Matrix 303 Select Fibered Aluminurn Matrix 3045elect Non - :RUFEROIf)C!) Modified n it i.rnj u Adhesive APPROVED INSULATIONS: .Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons C;AFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAVI'EMP® Composite A & N (1. ;MCA)GAF IIMPe Fiberboard GAf' i'E:MP® Pennalite • GAFTEMP GAPCANTIm GA ITEM? Pertnalitc Recover Board G AI "TEMP GAFEDGE rm Tapered Edge Strip (IIMCA) GAFTEMIV High Density Fiberboard 1! v1C;A EnergyGuard, RA IIMCA. Composite linergyGuard, RA C'YROX White Liar Test Specification ASTM 1)4586 ASTM D4586 ASTM D4586 ASTM U3019 ASTM D 2821 Fibered aluminum coating. ASTM 1)2824, Type 1 ASTM D 3019 Type III TAIuL1s 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or 1'erntalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite. board High density wood fiberboard insulation. Polvisocyn unit e foam insulation Pot yisocynuratr. /woocl fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foarn insulation • • ••• • •• •• • • • • • • • • • • • • • • • • • ••• Product • • ..• • • : Description • • • Cold Applied Modified SEBS Asrluilt • : Adhesive —Flashing Grade.. • • Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roclang C,�nie�tt: Caulk Grade. • • • • • •• • • • • • ••• •• Cold Applied Asphalt Adhesive. ):1MCA IIMCA Non- tibercd.aluminum pigmented, asphalt roof coating. Fiber reinfdre d, `rubberised •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. Apache Products Co. Apache Products Cc'. NOA Nu: 113 -115OL .113 Expirtttiun Date: 11/041118 Approval Dale:10 /23 )93 ['age 6 u rn1 • . ••• • • • • • • • • • • • • • • • • • • • • • ••• •• • •• • • • • •• • •••• .• ••• • • • •, • • • • • • • • •• ••• •• • • • • • • • • • •• • • • APPROVED INSULATIONS: Product Name ACFoam I, tt & Composite ISO 95+ ISO 95+ Composite Wood Fiber Iiigh'ensity Wood Fiberboard Perlite-Insulation Dens Deck E'NRGAI -2 & E'NRGY-2 PLUS, UltraGard Gold Fi'b'e=<il'ss'Raof Insulation Structddek' Multi - Max& FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 3. 4. 5. 6. Product Name GAFTI"['E® (Drill -Tec ®) #12 Standard & # 14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec®) ASAP GAFT.TTE® (Drill-Tec©) Base Sheet Fastener and Plate Galvahunc Plates (Drill - Tec® Metal) Polypropylene Plates (Drill -Tec a Plastic) Del fast Fasteners #l2, # t4 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation • Polyisocyanurate foam .insulation Polyisocyauuratefperlite 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 • Product Description Insulation fastener for • steel, wood & concrete decks. • Pre - assembled GAFCITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalu ne stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks • ••• • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • Manufacturer (W it1 of rent NOa) • • • Atlas ETte=g}= Pfodtu'ls . • • • • • . ••. • • • • • Firestone Building Products, In c. S i • •• Firestone Butldtnl :. Predicts, Inc. • • • generic gcaeric .,generic. • P.Gypsum Corp. • • Johns :Manville ohns•Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3'/2" GAF Materials Corp. 3" and 3 '/z" GAF Materials Corp. Construction Fasten ers Inc. • • • NOA No: 03.0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 7t .f 21. • •• • ... • •• • • ... ••• • • • ••• • . • • • • •' • •. • . • . • • • • • • • • • ••. APPROVED FAS' FRS : Fastener Product Number Name 7. Dekfast .Hex Plate 8. Deldast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 3. Olympic Fastener #12 & #14 - Olympic Fastener ASAP 15. Olympic Polypropylene '16. Olympic G -2 17. Olympic Standard 18. Insul- -Fixx Fastener 19. lnsul -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. Galvalutne 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 Dimensions 2 718" x 3 V /4" 3 "x31/4" 3" round 3" square 3.2" Olympic Manufacturing ;:Group, Inc. Olympic:Manufacturing i- G Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic,.Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler 3" round SFS /Stadler • • .•• . • • • • • • • • • • • • • • • • ••• • • • • • • ...... Manufacturer (!'Vita Ci;rrent NQA) • • • Congtractte 1'astaners . • [ne. ••• • Construction Fasteners . .. PTW BailQtatt:'nrp• • ••• • ITW Buildex Corp. ITW .Buildex Corp. `�Iohns Manville 3" round SFS /Stadler The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. NOA Nu: 03- 0501. Expiration Date: 11/04108 Approval Date:M/22 /03 1'age8uf • •.. • • • • • • • • • ••• • •. • . . •.••• • . • . • • • • • • • •.. .. • • .. • • • ... .. EVIDENCE SUII1V1ITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IltT of S. P1. IRTofS.FL Test Identifier • • • • • PMItC 1996 Current Insulation • • • • • b 1.0th • Attachment Requirements Wind Uplift 07.02:97 • • FM RC 44704 • • . Al:0411 : J.I.2B8A4.AM J.I..339Q1.AM J.I.ODOA8.AM J.I.ODIA8.AIv1 J.I.0Y9Q5.AM GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 O2 -014 Description • • Wind Uplift FMRC 447Q -PA 114 Physical t'foperties ASTKD TAS414:• TAS 114 • • 000 • • • 000 •• •• • • • •• •• • • • • • • • • • • • • • • 00 0 • • • • • • • • • • • • • • 000 • • • • 4100 Date •• • •• • Z)7.OQ:9D :' • • • 072914 • • 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03-05001.05 Expiration Date: 110 Approval Date:10/Z 3 /03 Page 9 ear 21 • .• • • • • • • ' • • • •••• • • ••• • ••• • • • • ••• •• • APPROVED ASSEMBLIES • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • •• • •• ••• ••• ••• Deck Type 11: Wood, Insulated • • • • • • •• • • • • • • • • • ••• • • • • • • • • •• •• •••• • ••• • • Deck Description: 19 / 32 " or greater plywood or wood plank • •. •.. •• System Type A (1): Anchor sheet mechanically fastened, all layers of insulation a ate YYid • • • • • • • • • approved asphalt. • • • • • • • • • •• • • • • • ••• •• • All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer (Table 2) nsulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only . °; `` ` '(Table 3) Density/ft =P) ACFoam -I, ENRGY 2, GAFTEMP ®,Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N; BMCA EnergyGuard, BMCA EnergyGuard .Composite, EverGuard ISO, ISORoc, EnergyGuard RA, EnergyGuard RA Composite Minimum I" thick N/A N/A BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard, Wood Fiber, GAFTEMP® Fiberboard Minimum y" thick • N/A • N/A Perlite, GAFTEMP® Permalite ®, Permalite Tapered, Paroc Minimum 44" thick N/A N/A Fiberglas (Min. 15/16" thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid' dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 Ultima'M Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dT`s Smooth or RUBEROID SBS Hcat -Weld 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyrm 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 10 of 21 GAFGLAS® Ply 4®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Shat,ot ; ; ; .;. any of above Anchor sheets attached to deck with Dril! -Tec (GAH rfE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the side lap. ;he • • other rows are equally spaced approximately 12" o.c. in the f gldotthe sheet.; :. • . • . :•.. . • • . • • • • (Maximum Design Pressure —45 psf, See General Limitation 0) • • • GAFGLAS Flex PIym 6, GAFGLAS . #75 Base Sheet:or any of above Anch • sheets attached to deck with approved annular ring shank nails and tin caps ata fastener spacing of 9" o.c. at the 4" s lap staggered and in two. row 4 ttf the • • • • • • field. (Maximum Pressure —52.5 psf, See General Limitatioy 7); ; : • . ; • GAFGLAS #75 Base Sheet or any of above Anchor sheets attacfied to dick dvith • "' " 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'Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4'.' lap staggered 9" in the field. (Maximum • Design'Pressure'- 6Opsf, See " General Limitation #7) GAFGLAS' #75_ Base S heet or any of above Anchor sheets attached to deck with Drill -Tec (GAFII[E) #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 —7S psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima' Ultra Base Sheet, GAFGLAS STRATAVENT Eliminator Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID® 20 RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat -Weld directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsisq; (see General Limitation #4).. Ply Sheet: One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6 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 20.401bsJsq. 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 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; 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 lbs. /sq. t 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 11 of 21 WOOF) DECK SYSTEM 141MITATIONS: • • . • � •. •. • • • • • • • • • • • • • • • • • ••• NO A No: 03- 0501.05 Expiration Date: 11/04/08 A 1aProvul Date:10/23 /03 Page 21 of 2I • • •• • •• • • • • • • • • • • • • • • • • • • • • ••• 1 A slip sheet is required with Ply 4 and Flex Ply G when a d • • lt y fastened hF or • anchor sheet. tse as a mechanically Minimum r/" Dens Deck or %z 1' • • • . • • • • 2. Minimum X t;ypswn board.is Acceptable (o be u • • • • • • wood deck. LStQ oi�t thc • • C I ?NTRAi. LIMITATIONS: 1. Dirt: classification is not part of this acceptance, refer Directory for fire ratings of this product. 2. Insulation Limy be installed in multiple layers. The r f irst layer shall be attached in compliance with • Product Control Approval gu,idel.ines. A(l..other shall be adhered in a full mopping of approved asphalt applied within .the. PA/ range and at a rate of 20 -40 Ibs./sq., or mechanically P[ , attached using the fastening, ii; tterri of the 1,60 iyer - 3. All standard p;mcl siles arc accch.ttlhlc for Iiicchauical attachment. When applied in approved , y ; ; ;asphalt, panel si•rc shall he 4 �.4' inaxinturrr. ,;,- ... . 4. An ovcrla y .and /or irco\•cty oard tnstitattort is required on all applications over close :1 rcll : • foam n insulations. wht n 'the h, elrc`� t.;rs tally aura i ,e shall be d. us,n�, I f d. If no recovery board is used the base . hcct`" spot ntOpptnfi.wrtia .4ltipIoved asphalt, 12" diameter raloppcj 8" ribbons in lhree ro•,vs o_ ne at caeh-sidelap and one down the cet ter of tlteLlsheet allowing a continuous area of ventilation. l:ncirclint;,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 • atttrched systems shall be limited to a ruasintuu design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on 275 Ibf., as tested in compliance with Testing Applical on Stan lard TAS 105 sal lithe fe t e n r vat , as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. t•.tulr value, 6. Fastener spacing for mechanical attachment of rtnchor/basc sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the ncaxivautn design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Ituilding Official, a revised fastener spacing, prepared, signed and scaled by a Florida l:egiste i ugin ccr, Architect, or Registered Roof Consultant may be submitted. Said revised fasteners pacing shall utilize the withdrawal resistance value taken from Testing Application Standards TA$ 105 and calculations in compliance with Roofing Application Standard RAS 117. 7.. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall he increased for both .insulation and base sheet..as caJculatcd .in compliance with Rooting Application Standard RAS 117. (11'beu this limitation Fs referred within this NOA, General Limitation 119 will not be applicable.) sPeci fically 8. All attacluneitt and sizing of perimeter milers, inet;al profile, and /err flashing termination designs conform with Roofing Application Standard RAS 1.11 and applicable wind load A:quirt :nate nts. 9 . The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.c. field, perimeters, and comers). Neither rational analysis, nor extrapolation stall he pet milted for enhanced fastening at enhanced pressure zones i.e. perimeters, extended corners and corners ) . (When this limitation is specifically referred withi this NOA, Cenci-id Liruitation 117 will applicable.) nll trot 0. *All products listed herein shall have a quality assurance audit in accordance with the Florida 13 uilding Code and Rule 913 -72 of the Florida Administrative Code. END O.r TIiIS ACCEPTANCE. •• • • • •• ••• • • • • to a current Apprcawt1 Itdoring Am:entils •• • • • •• •• • • • • •• • Roofing Systems (TGFU)— Continued GAFCLAS #80 Premium Base Sheet may be used in any of the following system-is. . " tA.: glass Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insularion in any of the following NC Classifications. Class A,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classi 1. Deck: C•15132 Class A incline: 3 Insulation (Optional): One or more layers perlite, wood fiber glass fiber. isocvanurate, urethane, perlitelisocyanurate composite, perlite! u rethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS. Ply 4" or G AF GLAS PIy 6", hot mopped S urfacing: Gravel. 2. Deck: C- I3132 Iniaine:.2' ' ' Insulation (Optional): One or 'more layers perlite, 'wood, fiber,. glass fiber, isocvanurate, urethane. perlite. /isocyanurate composite, 'perlite t urethane composite, y,•ood fiber /isocvanurate composite; phenolic, any thickness. Ply Sheet: Three or more -layers Type • GI, CAFGLAS PIv 4 or . "GAFGLAS Ply 6 ". • Sheet". Cap Sheet: One laver Type C3 " GAFGLAS :- Mineral Surfaced'Cap 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass filer. isocvanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isoevantirate composite, phenolic, 2 in. m ax. Ply Sheet: Two•or rnore layers Type GI "GAFCLAS Ply 4" or "GAF- GLAS Ply 6 ". • • Cap Sheet: One layer Type G3 "GAFCLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation One or two lavers "Isothenn R", 4 in. max, hot mopped. Ply Sheet Any LL Classified gravel surfaced Class A asphalt glass fiber mat system. 3. Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One laver of Tvpe G2 "CAFGLAS 475 Base Sheet" (may be nailed). PIy Sheet: One or more layers of Type Cl "CAFGLAS Ply 4" or GAFCLAS Ply 6'. Sheet". Cap Sheet One layer of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap 6. Deck: NC Base Sheet One layer of Tt•pe G2 "GAFGLAS Base Sheet' Plg Sheet: One or more lavers of Type C1 "GAFGLAS Ply 4" or CAFGLAS Ply 6 ". Cap Sheet: One layer of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck C -1S/32 Incline: 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 of Tvpe G1, C2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). 8. Deck; C -15/32 Cap Sheet "GAFCLAS Mineral Surfaced Cap Sheer', hot mopped. • Indtne: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass taretha t rsocyanurate, urethane, perlite /isocyanurate composite, perlite/ ticknes composite, wood fiber /isocyanurate composite, phenolic, any • Base Sheet Two o r mor; layers of Type C2 or G3. Pl S et MemaneOpUonil): One or more layers of Type GI. • min "Flu O To more layers of "Ruberoid Torch" (smooth or granule) or "Ruberoid Mo Plus" (granule), u Ruberoid Mop" (smooth or P Plus" (granule). ). • 5. LOOK FOR THE UL MARK ON ROOF COVERING MATERIALS (TENT) 17 Roofing Systens •r•'PU � •: • Cap Sheet: "GAFGLAS Mineral S � ", ttot ino P• red. • 1. Deck: C -15/32 Class B Incline: 3-112 Insulation (Optional): Otae olb mor: 'aver pe Liie, w�ot> d flbet glay • fiber. isocvanurate, ureth3j, perliteitsc z•anttrate cerr x,site • urethane corn �r Irt: posite, wood (Slee /Is'acyanerate ion:posits. phtinoiic ar thickness. • • ••• • • • PIy Sheet: Twu or more lavers or Type C) "CAFGLAS P!t .1'• t "CAFGLAS Ph• 6" Cap Sheet Type C3 • • • • •• ••• •• mopped. "CA F •LA • i \�nsrat 5;rf e�• • CaF + )lee: ". he 2. Deck C-15/32 • • • •• • •Incline :o -1 • • •• Insulation (Optional): One or more lavers perlite, wood fiber. _Iar fiber, isocyantrr•ate, urethane, perlite!isocvanurate comI'os :te, perl;tt• afethane composite, wood fiber; isocvanur•ate romposae. phenolic. ..2n". thickness. Base Sheet: Two or more lavers of T' pe. GI, G2.or G3. - Membrane: One or more * lavers of "Ruberoid Torch: :. tsmooth o granule), "Ruberoid Torch Plus" (granule), "Ruberoid \fJ],,. ; r: 1*th e: granule) or "Ruberoid Mop Plus" (granule). . Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ".:h. : : .� }'ed 1. Deck C•15/32 Class C Incline: 1•/2 Insulation (Optional): One or more layers •perlite,: w t, d n .. 'glas' fiber. isocvanurate, urethane, perlite /isocyanurate composite. pe. lite urethane composite, wood fiber /isocvanurate composite, phenolic - ant thickness. Ply Sheet: Three or more lavers of Tvpe G: "GAFGI.AS fly or . 'CAFGLAS PIy 6 ". Surfacing: "Special Roofing Bitumen" 20 Ibs!sq• COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR 1. Deck: C•15/32 Class A Incline: I!2 Insulation (Optional): One or more la)•ers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite; isotvanurate composite pttrlirei urethane composite, wood fiber /isocyandrate composite, phenolic, any thickness. PIy Sheet Three or more layers of Tyiie CI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal, tar bitumen. Surfacing: Gravel. COMBINATION 110T AND COLD SYSTEMS 1. Deck: NC Class A Insulation (Optional): One or more layer . perlite, t.•ooci fiber or gl:.ss fiber, 2 in. max. Ply Sheet: Three or more lavers of Type C1 "GAFGLAS Ply 4" or "CAFGLAS Ply 6 ". Surfacing: , Grundy Industries "al MB Mogii iu • • R o Coating" at•. 1 -1/2 gal /sq. • _ - 2 L7eck :'NC _ . Incline: 1 Insulation (Optional): One or more layers ••rlite- wood fiber, glass fiber, isocyanurate, urethane, perlite /is.o yanurs to composite, perlite/ urethane composite, wood fiber /isocyanurate co m thickness. posite, phenolic, any Ply Sheet: Three or more layers of Type G1 "GAFCLAS Ply 6 "'GAFGLAS Ply 4" or Surfacing "Weather Cow Emulsion" at 3 gal /sc1• • 3. Deck: NC Incline: 1 / 2 Insulation: One or two layers "Lsothcnn R", 4 in ., hot mopped. PIy Sheet: Any UL Classified gravefsurfaced Clas A asphalt glass fiber mat system. 4• Deck NC Incline: 2 Insulation (Optional): Isoryanurate, perlite, isoc'anurate /composite, wood fiber and glass fiber, any thickness, mecharvically fastened. Base Sheet One ply Typ C1 or Q. mechanii tally fastened or hot mopped. asphalt. lly Sheet One or more plies Type GI or G2, a d}-sered with hot roofing S1adng "CAF Premium Fibered uminum 3touf Coating". 1-1 / 2 ga)( or "CAF Weather Coat Emulsio ", 3 gal /s-1- Dec NC Inclinr. t Insralation (Optiartal): perlite, glassfilxr, polyisoCyanuratc, woo t! fiber, m.thanirall, f,,,..1 _ thickness. RODUCT