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1266 NE 101 St (4)
Legal Description Gc P J #(6) T/ P fC r / Tenant /2-66 VL /0/ ,dam Owner's Address Contracting Co. Qtalifier E £ SD3 3 Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN A \` 'i WORK DESCRIPTION Square Ft. 3c>OD Si e 4 -�� of owner and/or toot as to Owner �Y My Commission E : ires: PERMIT APPLICATION FO MIAMI SHORES VILLAGE �� Job Address 14 (D !vh /d�4? Tax Folio /1– 32c - 006- 00/0 Competency # Address Address Address e r513//c-e0 or Condo President Date s a l ondo President Date P(j OFFICIAL NOTARY t- KIMBERLY JOY ROSAR' * COMMISSION NUMBER CC448732 <s. MY COMMISSION EY Historically Designated: Yes Address Notary as to Contractor My Commission Expir Master Permit # Phone 712.-gV12 9 ?-4 See} /'o ff Phone 23z - 3Z 3 // ! Z Ins. Co. Estimated Cost (value) / _.5 o 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 regul . si, g construction and zoning F ermore, I authorize re above -name on actor to do the workted. ure of Contractor or 0 e - : uilder / Dat �1�11 wner- Builder Date ,,4V PU OFFICIAL NOTARY : P /i KIMBERLY JOY ROSAR * COMMISSION NUMBEF CC448732 MY COMMISSION F:' r� �9 No FEES: PERMIT 90. RADON C.C.F. 6.,r0 NOTARY APPROVED: Zonin g Building ft?'714,frilv Electrical gechanical Plumbing Engineering TOTAL DUE 9C • 5 ©x� ..3o0. dap of A. D. 19 ...,4 ..c one oft;;; i s..,r, Vitt ci �a • 5 /.1. '.IF El.''R 1: , COUNTY CF DAD_ • R :1 rhnf ofsh 14 o fru. a r;I ,j f„ • 'HL. en '•r Coui.rr Count D.C. NOTICE OF COMMENCEMIENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OP FIRST INSPECTION PERMIT NO. TAX FOLIO NO 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: /Z I 6 AIL LO 2. Description of improvement: 3. Owner(s) name and address: Interest in property: f 7..ti N � Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from Contractor, if any) Nam +a and address: Amount of bond S 6. Lender's name and address: 9. Expiration date of this Notice of different dale Is specified) S ' •('turd of Owner rint Owners Name 7 GV€r4 Sworn to and Subscribed before me thi Notary Public Print Notary's Name My Commission Exnirpc L0 3Jtid eleZni • 1 � I , \c 4 JNI.Od VOt71 96 R241208 1996 JUN 04 15:20 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as pr vided 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 Lient>r'ra Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: ommencement: (t xpir lion date is 1 e •n the_date • rding unless a / J • Prepa / 4 . / . sige, • y Alb wow o CC44$732 "srZO MI5JtoN Er,. OPE009690E 90:61 9661/T6/90 Job Address: peo6 N e. /12 f Adhesives (continued): Contractor: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. 0 Ridge: Type Size in' V Soffit: Type Size 7 ' Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Additional Notes: Process No. " e2 isn = /4 //.�, Y�co o x 3 4 7 f- Job Address: /�' 6 ' )® , Underlayment (continued): Check all of the following which apply to the proposed underlayment for use wi)A the proposed tile system assembly: ASTM #30 asphalt saturated felt with: Manufacturer: ❑ ASTM #15 asphalt saturated felt with: M ufacturer: M Mineral Surfaced Roll Roofing with: Manufacturer: ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: ❑ Other: Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x Pi tin cap: Length: 8 " Manufacturer: Type: Length: Manufacturer: / O 19" overlap D " overlap • 4" overlap ❑ 19" overlap O 6" overlap O 4" overlap ❑ 19" overlap ❑ y 6" overlap C9' 4" overlap - "Pr - Contractor: Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: /2 " o.c. Laps: __A__ " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Co de): Type: Dimensions: Gauge or Thickness: Finish: Process No. Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: Flashing Cement: Type: Manufacturer: / ii 9 Lb5f Job Address: 1246 ,UC lo,/) Ridge Height: Eave Height: Roof tJean Height 2■ feet q feet t (D f izfeet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable infonnation pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) Exposurc Catcgory: 0 Classification Catcgory: 1 At I lurricancc Occanlinc?: Y • N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of openings: (See Table 9 ojASCE 7-88) Ground Level Contractor: BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Process No. Job Address: /266 ) Ls /0/A/ Contractor: Process No. Ridge Venting: (If appIicabh Deck: Toe: 1 D/ Thickness: {{�� Underlayment: Underlayment / Fastener: / ittf r( 12" DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 FILL IN APPLICABLE ROOFING COMPONENTS WIIICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Component not uscd in Tile Systcm Assembly, fill in with "N /A ". ) Head Lap Dimension: (minimum ]'unless otherwise specified In the rile system assembly Product Control Mortar /Adhesive: Tile: utter it go e- 3e/ Job Address: r zL2 b A)t Contractor: Mortar or Adhesive Set Tile Systems Page - ? Process No. F fvx43-1 2.4-3 /1 �3/ 3G. 75r J —3S f3 7 Skctch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) id P2eAfitA-4 BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Job Address: /o( h'f I,(16 / %f The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE • mitte • Before me this day personally appear who, being first duly sworn, deposes and says that all information herein is true and correct. censed Contractor Signatur orn to and subscribed before me this th day of 1 � 0 19 r ,�ZY PU UFFICIQL ROTARY .- KIMBERLY JOY RCQN My commission expires: k ? COMMISSION NUM ®s: CC448732 MY OMMISS • N Notary State o lorida IC Contractor: Mortar or Adhesive Set Tile Systems Page - 8 Process No. Job Address: /266 /ele Contractor: Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? no Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular npg shank, corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Tile �Mat iat: L4 Clay ❑ Concrete ❑ Other: Mortar or Adhesive: s 5 16 Product Control Approval Number: q ` ~ ° ?` 1 /' a / Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page -2 Mortar: Manufacturer Mixing Ratio: ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is Tess than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ N/A Underlayment: Il{ Minimum 12 ga. galvanized roofing nail: Length: ❑ Other: Type: Length: Process No. Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. 3 1 Job Address: '''; APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation 123.01 -158 Contractor: The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the We system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: 0/ New Construction igrg Re -Roof No)e: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page - 1 �/ Is the deck soli Deck Type (check one of the following): O Nominal '''A" Plywood (for re -roof only) 0/ Nominal ' PI ood VII Wood Plank " O Other (fill in) Roof Pitch (fill in): " :12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' /," which is mechanically attached to the sheathing with not less than one nail per 2 R Circle 'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control,. . royal for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions an . ' ' literature no Is the proposed underlayment approved for use with this tile system assembl Process No. thed? (circle 'yes' or 'no') no no PRODUCT NO. : ACCEPTANCE NO.: EXPIRES: APPROVED: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela 94- 0914.01 FEB 1 4 1 997 PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the Manufacturer. o• / /7 • METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of ltu a _ 'le ail - S u s r • .. : _ s i ve la " :.1 u Tiles 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 and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - 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. FEB ? ? 1995 Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Tile Type: Nail- on/Mortar Set/Adhesive Set Sub -Type: Clay System Description Product Control No.: 94- 0914.01 Approval Date: Expiration Date: FEB 2 2 19y5 FEB 1 4 1997 Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also avai fable. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the ".Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole 'approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 Raul Rodriauez Test Product Product Dimensions Specifications Description Altusa'S' Clay Roof I = 181/4" ASTM C 1167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with V2" thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I = varies w = varies varying thickness ASTM C 1167 Product Control No.: 94- 0914.01 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Raul Rodrieuez Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 lbs /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 II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved #30,or #43 as the base layei. ASTM D 312 type III or IV ASTM D 4586 Product Control No.: Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -or. underlayment. Single ply, nail -on . underlayment with 2" self - adhering top edge. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. 94- 0914.01 Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA 1492- 1116.01 generic generic Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Adhesive ( "Polypro® AI-1160 ") Dimensions N/A min. 12 ga. with 3 / head min. 32 ga. min. i /8' o.d. max. 2" o.d. vertical min. 1 "x4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2' /z" or min. 10d x 33" min. #8 x 2'A" or min. #10 x 2" N/A N/A Test Specifications ASTM D 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 See PCA 4 Raul Rodrie.uez Product Control No.: 94- 0914.01 Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. J r ` Manufacturer generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clips min. '/:" width min. 0.060" thick Clip Fasteners min. 8d x 1'h" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA 111 Raul Rodrittuez Product Description Manufacturer Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. Galvanized steel valley flashing Galvanized steel drip edge Product Control No.: 94- 0914.01 generic generic Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #AAP -2 Tech: A. Porcello Raul Rodriguez Product Control No.: 94- 0914.01 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Sct) Withdrawal Resistance Testing of screw vs. sr..ccth shank nails Wind Driven Rain PA 100 Physical Properties ASTM C 1167 Date Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 Product Control No.: 94- 0914.01 Deck Type: Wood, Non - insulated Deck Description: New Construction 19 / 12 " or greater plywood or wood plank. SYSTEM A: Counter -Batten Application Slope Range: Vertical Battens: Horizontal Battens: Roofing Tile: Comments: SYSTEMS 2 ":12" to 7 ":12" Note: Counter- Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Install vertical battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2 ". Vertical Battens shall be set in a continuous bed of flashing cement V," thick and secured not greater than 24" o.c. into the sheathing with approved, corrosion resistant fasteners. Vertical battens shall be positioned over the top chord of the roof trusses. (See PA 118.) Install horizontal battens of pressure treated or decay resistant lumber having . minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a tile overlap not less than 3" and secured through the vertical batten and sheathing with approved, corrosion resistant fasteners. (See FA 118.) Install tile in compliance with PA 118 using one of the approved methods of attachment for batten applications noted in Table 3, attached. 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 PA 115 or PA 127. 1. For re -roof applications, 15 / 3 , plywood is an acceptable substrate. 2. Clips are required on all eave tile. Raul Rodriguez SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / or greater plywood or wood plank. SYSTEM B: Direct Deck Application Product Control No.: 94 0914.01 Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Install tile in compliance with PA 118 using one of the approved methods of attachment for direct deck applications noted in Table 3, attached. 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 PA 115 or PA 127. Comments: 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. 2. Clips are required on all eave tile. i 8 Raul Rodriguez SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 32 " or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Product Control No.: 94- 0914.01 Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 119, in compliance with Section 3.02 of PA 119. Horizontal Battens: Roofing Tile: Comments: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2" x 4 feet long allowing for a minimum 1/2" gap between each 4 foot length. Horizontal battens shall be installed over the underlayment system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o.c. with approved, corrosion resistant fasteners. (See PA 119.) Install tile in compliance with PA 119 using one of the approved methods of attachment for batten applications noted in Table 3, attached. 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 PA 115 or PA 127. 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. 2. Clips are required for all eave tile. RauI Rodrig.uez SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 32 " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Roofing Tile: Product Control No.: 94 0914.01 Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications, 15 / 3 2" plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not Tess than 3 / which is mechanically attached to the deck with not less than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. l0 Raul Rodriuuez SYSTEM LIMITATIONS (CONTINUED) Product Control No.: 94- 0914.01 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Altusa 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. 1 i. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. i ) Raul Rodri,lucz C. SYSTEM LIMITATIONS 1' 4, Raul Rodriguez Product Control No.: 94- 0914.01 1. The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ": i2 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in System A. All nail -on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System 3 For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one•of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this 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 Dade County Protocol PA 115 or PA 127. 5. For trail -on tile applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not.less than one nail per tile. As an alternate, the first three courses of tile shall be applied in over a single layer.of minimum 12 ga. wire mesh with square openings of not less than 3 / 8 " which is mechanically attached to the deck with not less than one roofing nail every 1 ft' For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA .106 testing. If the application fails PA 106 testing, the report shall state ythich portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 7. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80' N/A N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) from PA 102 Testing Tile Profile 3 ":12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for tile installation over battens shall be #8 x 2W long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 08" and 1 / from the head of the tile. Raul Rodriguez Table 1: Aerodynamic Multiplier - X (ft') from PA 108 Testing Tile X (ft') X (ft') Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for tile installation over battens shall be #8 x 2W long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 08" and 1 / from the head of the tile. Raul Rodriguez PROFILE DRAWING ALTUSA 'S' TILE |4 . � y Raul Rodri2uez � Product Control No.: 94'0914.01 METROPOLI DADE COUNTY, FLORIDA 11111 METRO-DADE METRO -DADE FLAGLER BUILDING BUILDING COUE COMPLIANCE DEPARTMENT E METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 3 FAX (305) 375 -2908 • ,LID •\1..•\ N TI E F ETA E' T Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, I • have been re- evaluated. I re orts of re- testing shall bear the seal, signature and date of an engineer registered in the State of Al p Florida. 2. Any revision or change in the materials, use, or manufacture fd for re of t h e p oduct or process shall automatically b Y be cause for termination, unless prior app roval is granted 3. Any unsatisfactory perfornlance of this product or process or a change in Code provisions shall be grounds for re- evaluation- roduct for sales or advertising purposes. 4 This acceptance shall not be used as an endorsement of any p the 5. The Notice of Acceptance number preceded by the words Dade County, roon oFlorida Notice , otrn of ollowedtance e is expiration date may shall be id its entirety. advertising literatur. If any p displayed. then applicant by 6. the m at a royal drawings, where required for permit applications, shall be provided to the app the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re-sealed by an engineer. 7 Failure•to comply with the Standard Conditions shall be cause for termination of the Approval. This approval supersedes all previous approvals. Last Approval Number 94- 0106.18 /.- } Raul Rodriguez Product Control Division Supervisor METRO-DADE PRODUCT CONTROL , NOTICE OF ACCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 The expense of such testing will be incJun•ed by the uiauu ACCEPTANCE NO.: 95 - 1003.03 / Revises No.: 94- 1014.01 EXPIRES: 1J/10/97 APPROVED: 03/14/96 1 PIA NCE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc0l @shadow.nel Your application for Product Approval of: PRODUCT CONTROL SECTION (305) 375 -2902 GAF Conventional Built -Up Roof Systems FAX (305) 372-6339 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: Dynatech Engineering, Iuc., Factory Mutual Research Corporation, and Undenvriters Laboratories, Inc. 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 -98 and the standard conditions on page 99. 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 front 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 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 Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. 417 aul Rodriguez Product Control Division Supervisor THIS IS THE OVE14SUUEEL EL.ALIIL'1'li2dAL. .LA LiU LOO lE1S�AbL�ENERAL QOr DITIONS 11111LLIIYi.Si2QE CQh1AI1TTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in DJid County, Florida under the conditions set forth above. cries Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County • PRODUCT CONTIwI. NOTICE OF ACCEPTANCE ROOFING SI'STEt i APPROVAL. Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category; Membrane Roofing System Sub- Category; Built -Up Routing Type; Conventional Sub -Type; Fiberglass Contact: William J. Woodring • Director of Technical Services (201) 628 -4134 F Zuloaga - Plans Examiner, Product Control No.: 95- 1003.03 Product Control No.: 95 1003.03 Approval Date: March 14, 1996 Expiration Date: Nov. 10. 1997 System Description GAF Materials Corporation, a manufacturer of commercial rooting products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS and APP modified specifications. GAF provides warranted systems over various insulated and ` ilon - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built-Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1 -800- ROOF -41 I. ontrol Division • Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material L)e aign Pressure Wood -60 psi Steel -75 psf Concrete -192 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -45 psi Poured Gypsum Concrete -45 psf Maximum Fire Classification Material �l�azifts�ilislu Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Product Control Nu.: 95-1003.03 Note: Fire classifications and maximum design pressures du not reference all assemblies over all deck types. Review system listings fur design pressutcs and tI►c tlndcrwrilurs Laboratories Rooting Materials Directory . for Fire Classification Frank Zuloaga _ Mans Examiner, ' "ntrol Division 3 product Dimensions GAF Materials 5, 55 gallons Corporation Asphalt Concrete Primer GAF Mineral Shield® 60 Ib. bags Granules GAF Materials Corporation Jetblak All Weather Plastic Cement GAF Materials Corporation Piaui Cement GA aterials Corporation WeatherCoat® Emulsion GAF Materials Corporation Fibered Aluminum Coating GAF Materials Corporation Jetblak All Weather Plastic Ce GAFGLAS 1175 ase Sheet GAFGLAS Ply 649 GAFGLAS Ply 4 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I, 5 gallons I, 5, 53 gallons 5 gallons 1, 5 gallons I, 5 gallons 3' x 108' 75 Ib. roll 3' x 180' - 45 Ib. roll 3`X180' 40 Ib. roll Test S1itis�aliut ASTM 1:) 41 ASTM 1) 1863 ASTM D 3019 ASTM D 3409 ASTM D 3019 AS I M 1) 3409 Frank Zuloaga Plans Examine 4 Product Control No.: 95- 1003.03 ontro Product P��iulisw Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules fur surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM 1) 4586 "Trowel grade, asphalt plastic cement. ASTM 1227 Surface coating for smooth surfaced IUU1 S. AS I M 1) 2824 Fibered aluminum coating. kclincd asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM U 4601 ASTM I) 2178 "Type VI asphalt impregnated glass felt . with. asphalt coating. ASTM 1) 2178 Type IV asphalt impregnated glass felt with asphalt coltg. Asphalt impregnated and coated glass mat base sheet. Product Dimensions P'AFGLASI�� 3' x 36' 76 Ib. roll I Mineral Surfaced .Cap Sheet GAFGLAS® 3' x 36" Stratavent® (Vent 69 Ib. roll Ply) for nailable decks GAFGLAS® Flashing various GAFGLAS® 3' x 36" Stratavent® (Vent 60 Ib. roll Ply) Perforated GAFTEIvMP® Isotherm R GAFTEMP® Composite GAFTEMP® Fiberboard GAFTEMP® Permalite® GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® # 14 . Heavy Duty Roofing Fastener GAFTITE® Base Sheet Fastener and Plate various various various various various 'I est ificatiou ASTM I) 3909 ASTM 1) 4897 1.) 3672 Proprietary ASTM D 4897 [1 3672 PA 110 PA 110 Pulyisocyanurate foam insulation with high Density fiberboard or Permalite polite insulation. PA 110 Fiberboard insulation. PA 110 Perlite insulation board. PA 110 high density wood fiberboard insulation. PA 114 PA 114 Insulation fastener for steel, wood and : concrete decks. PA.114 Product Control No.: 95- 1003.03 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Polyisocyanurate foam insulation. Insulation fastener for steel and plywood decks. Base sheet fastening assembly. FrankLuloaga 447r- _� Plans Examiner trot s L 5 Product Galvalume Plates NTB Fasteners Vent Stacks (metal and plastic) Dimensions 3" and 3 'A" Polypropylene Plates 3" and 3 'A" Ruberoid& 20 1.5 sq. roll Ruberoid40 Mop 1 sq. roll Granule 103 lbs. Test Speciflciatilit PA 114 PA 114 Fastener lur use in gypsum, tectunt and lightweight insulating concrete decks. PA 114 ASThl 1) 5147 AS'TI`I 0 5137 PA 100(A) ASTN1 D 1929 ASTN1 D 635 Frank Zuloaga Plans Examiner, 6 Product Control No.: 95- 1003.03 Product Description Round galvalurne stress plates. Round polypropylene stress plates. SUS modified asphalt base sheet rcinforcc with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. ontrol Divtston Product Product Control No.: 95- 1003.03 TRADE NAMES 01 PRODUCTS MANUFACTURED RV OTHERS Lest Product Dim S pec if ication nizsciipt Manu Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) ACFoam 1 various PA 110 Polyisocyanurate loam Atlas Energy insulation Products (with current PCA) ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Celcore Hy -Therm Nail -line various PA 110 Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) Fly -Therm AP various PA 110 Fly -Therm Stable R various PA 110 PA 110 Cellular insulating concrete Celcore, Inc. system (with current PCA) Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) VaporBar GB 36" x 108' ASTM 1) 4601 (i2 Fiberglas base sheet Celotex Corp. (with current PCA) Anchorbond PA 114 Insulation fastening Celotex Corp. Fastener assembly (with current PCA) Dekfast Fasteners 1114 PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Inc. FrankZutoaga Plans Examine 7 Product Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Fasteners #15 Dekfast Fasteners #I2 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tite Type 'A' Nail -Tite Type 'R' ISO 95+ Composite Product Control No.: 95- 1003.03 Test Product Dimension Specification J)escription Manufacturer Dekfast Lock Plate 3" x 3 1/4" PA 114 PA 114 Galvalume hex stress plate. Construction Fasteners Inc. (with current PCA) PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (will► current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) Aluminum fastener for lightweight, gypsum and tectunt decks Creative Construction Components (with current PCA) PA 110 Cellular insulating concrete Elastizell Corp. system (with current PCA) PA 114 Base ply fastening systems ES Products, Inc. for lightweight concrete decks PA 114 PA 114 PA 110 Galvanized steel base ply fastener for lightweight concrete decks Galvanized steel base ply fastener for lightweight Concrete 'decks Polyisucyauurate / perlite t tdged insulation Frank Zuluaga _ Plans Examiner, 8 (with current PCA) ES Products, Inc. (with current PCA) ES Products, Inc. (with current PCA) Firestone (with current PCA) • Product A sphalt Asphalt Primer EPS Test • Pimensiong Specification various PA 110 high Density Wood various PA 110 Fiberboard Oriented Strand Board Pelite/Urethane Composite various PA 110 various PA 110 Perlite Insulation various PA 110 4 mil min. various Polyethylene Roofing Nails Tin Caps Type X Gypsum various Type X Gypsum various al MB aluminum roof coating Dens -Deck various Minimum # PA 114 12 Min. 32 ga. x I P(uduct Ditisajpijaa ASTM D 312 Type III or IV I lot asphalt generic bitumen adhesive ASTM D 41 Asphalt Primer Extruded polystyrene insulation Wood fiber insulation board Oriented strand board generic generic generic generic Perlite / urethane composite generic board insulation Perlite insulation board generic Vapor barrier / Air barrier generic Rusin paper for barrier layer on wood decks Product Control No.; 95- 1003.03 t% lanutacIurer generic Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Fire resistant rated gypsum generic PA 121 Aluminum roof coating Grundy Industries (with current PCA) PA 110 Gypsum insulation board. Georgia Pacific Frank Zuloaga Plans Examiner, 9 Product #12 Roofgrip #14 Roofgrip Gripdek Fastener I lexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Con -Tite N.T.B. Magnum . Test Product Dimensions Speciftcatio j?sscriptiott PA 114 PA 114 PA 114 PA 114 3" round PA 114 various PA 110 various PA 110 various PA 110 PA 114 Insulation fastener for steel ITW Buildex or wood decks (with current PCA) PA 114 PA 114 Insulation fastener steel, wood or concrete decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyoletln plastic plate Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation Concrete deck insulation fastener Glass reinforced nylon fastener.ofur. use in gypsum and cententitiuus wood fiber decks. Frank Zuloaga _ Plans Examiner, /0 Product Control No.: 95- 1003.03 Manufacturer ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Pertnalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) ontrol D vtsto Olympic Fastener #14 Olympic Polypropylene Olympic Fastener #12 Olympic Fastener . PA 114 3.25" round PA 114 PA 114 PA I I4 Insulation fastener Insulation fastener Frank Zuluaga Plans Exainincr, // Product Control No.: 95- 1003.03 Test Product Specification psigrjplklil Manufacturer Product Pi[nensions N.T.B. Spin 2" round PA 114 2" round amorphorus nylon Olympic Weld Plate locking plate for use with Manufacturing N.T.B. fasteners with 1" Group, Inc. head (with current PCA) N.T.B. Plastic Plate 3" round PA 114 3" round polypropylene Olympic stress plate for use with Manufacturing N.T.B. fasteners Group, Inc. (with current PCA) N.T.B. Plate PA 114 3" round galvalume AZ55 Olympic plate for use with N.T.B. Manufacturing fasteners Group, Inc. (with current PCA) Olympic Standard 3" round PA 114 3" round galvalume Olympic AZ55 steel plate Manufacturing Group, Inc. (with current PCA) Olympic tvlanufacturing Group, Inc. (with current PCA) Polypropylene Olympic plastic plate Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) Divtsto • product Product Control No.: 95- 1003.03 Test Product Dimensions Specitjcalisttt Leseription Manufacturer Olympic CR Base PA 114 Insulation fastener Olympic Felt Fastener and assembly fur Base Sheet Manufacturing Base Sheet Disc fastening only Group, Inc. (with current PCA) GlasFast Fastener PA 114 Insulation fastener Owens - Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) GlasFast/Striker PA 114 Insulation fastener Owens- Corning assembly and metal plate Fiberglas Corp. for use over concrete decks (with current PCA) Paroc Base Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Paroc Cap Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Multi -Max various PA 110 I'olyisocyanurate foam Rmax, Inc. insulation (with current PCA) Multi-Max FA various I'A 110 I'ulyisocyanurate foam Rmax, Inc. insulation (with current PCA) UltraGard various PA 110 Polyisucyanurate foam Schuller iusul■tiull International Inc. (with current PCA) Insul -Fixx Fastener PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) Insul -Fixx P 3" round PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) Rawl Drive PA 114 Insutatiotr.fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck (with current PCA) Frank Zuloaga Plans Examiner, 12 ontrol D vs Product Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawl Spike Rawlite Rawlite 3" Plate 3" round 202 NS Super Prep II Tru -Fast DL Test pimensions Swig 2" round PA 114 3" round PA 114 Product Description PA 114 Insulation fastener fur steel The Rawlplug and wood decks Company Inc. (with current PCA) PA 114 PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate fur Company Inc. concrete deck PA 114 PA 114 PA 121 PA 121 Insulation fastener for use in steel, wood or concrete 2" round galvaluute AZ55 membrane plate 3" round galvalunle AZ55 steel plate Insulation. fastener for cemcntitious and gypsum decks 3" round galvalunle AZ55 steel plate for use with Rawlite fasteners Rout coating Roof euating Frank Zuloaga - Plans Examiner, 13 Product Control Nu.: 95- 1003.03 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) (with current PCA) The Rawlplug Company Inc. (with Current PCA) The Rawlplug Company Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) Thereto- Materials, Inc. (with current PCA) PA 114 Insulation fastener for steel, Tru -Fast ur wuud (with current PCA) • Product Tru -Fast Plastic 3.04" round PA 114 Plate Tru -Fast MP -3 3.23" round PA 114 Tru -Fast 1ID PA 114 Tru -Fast Ultra PA 114 Tru -Fast Ti. PA 114 Tru -Fast DP Tru -Fast TP Tru -Fast CF Fasteners Insulcel Structodeck Test Product Dimensions Spr&illsigista L>S35 ijitls2tt PA 114 PA 114 PA 114 PA 110 various PA 110 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Insulation fastener for use Tru -Fast in wood, steel or concrete (with current PCA) decks Stainless Steel fastener for use in steel, wood and concrete decks Glass reinforced nylon Tru -Fast fastener for use in tcctun' or (with current PCA) gypsum decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks Insulation fastener for concrcic decks l ligh density wood fiber Frank Zuloaga Plans Examine •"�� 14 Product Control No.: 95- 1003.03 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tnt -Fast (with current PCA) C;ellujar insulating concrete W.R. Grace systeni (with current PCA) Wood Fiber Industries (with current PCA) ontrol Division T.SLAgency /Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering, Inc. El411111 FMRC 1994 1.1. #OT4A I .AAI 1.1. # I V8A4.AM J.I. #IRIA6.At•I 1.1. #072Q4.A■1 1.1. #0Q6A6.AM J.I. #3X3A2.AM J.I. #0Y9Q5.AM1 R1306, 87NK1 1819 3600.02.95 4482.02.95 Test Reports 13sipQ11 Current Insulation Fastening Requirements Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Class A Fire Classification Wind Uplift, Small Scale Wind Uplift Frank Zuloaga Plans Examiner l5 Product Control No.: 95 1003.03 PatQ 01.01.94 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 01.01.93 02.02.95 02.02.95 Deck Type 1: Deck Description: System Type A(2): All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated " / „” or greater plywood or wood plank decks Base sheet mechanically fastened. Product Control No.: 95- 1003.03 GAFGLAS® #75, GAFGLAS® PLY 60, GAFGLAS® STRATAVENT® for Nailable decks, or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 s /," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: -55 psf. 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 'A'. See General Limitation #2. 3 ":12 "; See General Limitation #3. N- B -3 -C, N- B -3 -G, NFB -4 -M, N- B- 4M/P6, N- B -4 -C, N- B- 4 -C/P6, N- B -4 -G, N- B- 4 -G /PG, N- B -S -C, N- B- 5 -C /P6, N- B -5 -C, N- B- 5 -C /P6, N- B -5 -G, N- B- 5 -G/P6, N- B -5 -M, N- B- 5 -M/P6 Frank Zuloaga Plans Examiner, 27 ontrol Division Recover Systems Limitations: Frank Zuloaga Plans Examine 95 Pt uduct Control No.: 95- 1003.03 I. Insulation shall be bonded in a hot mopping of approved asphalt applied within the EV'I range and at a rate of 20-40 lbs. /set.. All insulation shall be bonded to a primed surface: using ASI I D 41 asphalt primer. Printer shall be fully dry before application of asphalt. 1)o not prime base layer if one is present. 2. If mechanical attachment to the deck is proposed, field withdrawal rCSiStanCe testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Dade County Protocols I'A 105 and PA 117. a. System Type: A, & A - I: Fastener spacing fur anchor sheet attachment is based on a Minimum Characteristic Force (F') of 105 Ibf or greater as tested in compliance with Dade County Protocol PA 105. If F' as tested is below 105 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105 and calculations in compliance with Dade Application Standard PA 117. b. System Type: A -2: Fastener spacing fur anchor sheet attachment is based on a Minimum Characteristic Force (F) of 53 Ibf or greater as tested in compliance with Dade County Protocol PA 105. If F' as tested is below 53 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105 and calculations in compliance with Dade Application Standard I'A 117. 3. No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal oldie gravel, priming of the surface, and a leveling flood coat of asphalt, prior to mopping of the insulation bonding asphalt. All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4'x4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Dade County Protocol PA 105 & Dade County Application Standard PA 117. If the fastener value, as field tested, are below 275 Ibf. insulation attachment sliall not be acceptable. 4. Existing roof surfaces used as bonding substrate shall be tested for uplift resistance, in compliance with Dade County Protocol PA 124 to the calculated design pressures of the field, perimeter and corner areas, determined in compliance with Chapter 2 ' €ode. Frank Zuloaga _ Plans Examiner, 96 Product Control No.: 95- 1003.03 5. The moisture content in Uu existing built -up roof shall be in compliance with Section 3401.10(m), (n) atilt: South Florida Building Code. All System [.imitations and General limitations shall apply. uct Control Division General Limitations: Product Control No.: 95- 1003.03 1. All asphalt shall comply with ASTIvI U 312 type 111 or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design pressure restrictions on spot attached systems. 5. All work shall be performed by a contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 6. In re- rooting applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 7. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 8. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 9. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 10. All attachment and sizing of perimeter bailers and metal profile designs shall conform with Dade County Protocol .PA.1.1 1 of the South Florida Building Code. I I. Flashings shall be installed according to the manufacturers standard details, and may be - applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details;,approved by the manufacturer, shall be subs TTT tion II Application. Frank Zuluaba Plans Examine 97 Product Control No.: 95- 1003.03 12. Roll good materials shall be stored on end and on a clean, flat and dry surface. 13. Consult current Undenvriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 14. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 15. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 16. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 17. The submission of system specifications and details shall accompany the Section 1I Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 18. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 19. Fastener spacing for insulation attachment is based on a minimum withdrawal resistance value of 275 Ibf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. Frank Zuloaga Plans Examiner, 98 • GAF Materials Corporation 1361 Alps Road Wayne, N1 07470 ACCEPTANCE NO.: 95- 1003.03 APPROVED : March 14. 1996 EXPIRES : Nov. 10. 1997 NOTICE DF A('CEETANCE STANDARD i'ONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after 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 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 Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and gra by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 'limy portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where It applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 99 . END OF THIS ACCEPTANCE Frank Zuloaga Plans Examiner, 99 Product Control No.: 95- 1003.03 ntro • GAFGLAS® Specifications N- B- 4 -M/P6 and N -B -4 -M Specifications General Application recommendations detailed on pages 17 -20 shall -apply in addition to the following recommendations and specifications. Application of Rooting Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions' below.) 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Interply moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot Asplaf Type Up to 3' 3'- 6' Steep ASTM Type III HT -Steep ASTM Type IV On slopes up to 'h inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and Califomia. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets include: STRATAVENT• (Vent Ply) for Nailable Decks required for freshly poured gypsum decks, GAFGLAS 175 Base Sheet, GAFGLAS• PLY 6•, and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper is required. 3. See 'Nailing of Base Sheet; pages 18-19. 4. For roof slopes of 1 inch per foot or more, all ply felts must be back- nailed 4 inch- es in from the back edge of the felt. See 'Installation on Steep Roofs; page 10. UL Classification UL Class. Substrate Slope A A B C NC C 2' 3' 3 ' /i UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "h: inch thickness), oriented strand board (min. 'h inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2: Slope Maximum slope allowed, in inches perftiot. OAF - COw.01wATOM North, South, and West Zones Nailable decks up to 6 inches per foot slope, except for lightweight insulating concrete decks which are limited to a maximum slope 011" per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nailable decks. For lightweight insulating concrete decks, see page 9. Matedals Sheathing paper (1 ply, If required) GAFGLAS Base Sheet GAFGLAS Ply (2 piles) GAF Materials Corporation Roofing Asphalt Interplies Capes GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate Weight per Square 175 -250 lbs.. Guarantees Available Specification Llberly Guarantees N- B- 4 -M/P6 N- B- 4 -M/P6 N -B-4 -M 15 yr. West Zone only, Wood Decks. 15 yr. Lightweight Insulating Concrete. (See page 9.) 2 +10, 5+5, 5 yr. 41 214 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)h=Continued Surfacing: "Gecoflex UA-85" Series 1 gaVsq or - 'Gacoflax UA-80" applied at 1.1/4 gaVsc dry mils). . 42. Dock: NC Incline .1/4 Foam: "Poly -so" or "Polyaso Special" with "Polyfoem 251 "•or "Polyfoam 303 ", 1. In. min. Base Coat One or two applications " Gacoflex UB-7050 ", applied at 1 gal /sq/application applications applied 1-1/4 gaVsq/application (18.32 dry mils). . 43. Dock: NC Surfacing Gacoflax UA-85" Series (various colon) applied 1 gaVsq (12 dry mils). • Foam "Polyaso" or "Poi S 2.5 I ' sc 1/2 or Base Coat One or two ap plications) "Gecofl x 7050 " "applied 1 gal/sq/apP ication applications applied 1 -1/4 gaVsq/application (18-32 dry mils). Surfacing: "Gacoflex UA-80" Series (various colon) applied 1 gaVsq (15 dry mils). 44. Deck: NC_ Incline: 2 Foam: "Poly -so" or "Poly4so Special" with "Polyfoam 251" or "Polyfoem 303", 1 min. Base Coat "GacoSil 5-1000" applied at 1 gaVsq (10 dry mils). Surfacing: "Gacoflex S- 1000" applied at 1 gaVsq dry mils). 45. Dock: NC q (10 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gecoflex UreShield 7007", 40 dry mils., LOOK FOR MARK ON PRODUCT GAF MATERIALS CORP, WAYNE NJ 07470 R1306 1 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet (' GAFGLAS #75 Base Sheet) is a suitable alternate Type G1 asphalt glass fiber ply sheet (' GAFGLAS Ply 4" or "GAFGLAS Ply 8') in the Class A. 8 o roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS St taysnt (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent-Ply) for naileble decks ": Perforated to mopped and minable to be mechanically attached granule side down. • As an option Type G2 asphalt glass mat base sheet (' GAFGLAS #75 Bale Sheet" or "GAFGLL Stratavent (Vent -Ply) for naileble decks') may be subsituted for G1 asphalt glaze fiber ply sht ( GAFGLAS Ply 4" or "GAFGLAS Ply 8') as the nailed base ply in the following systems. . Bottom ply or base sheet may be solid mopped. spot mopped or mechanically fattened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. • • " GAFGLAS Flashing" or "Ruberoid" may be used for fleshing in any of the Class A, 8 • or C sl tams listed below. When "perlite" Is referenced, this includes "GAFTEMP Perlite" or any other UL Classified Conti Insul ation. ' Crushed stone or slag are suitable alternates for gravel in any of the Class A, 8 or C systems (i• ed. Structural cement fiber building units are considered suitable to be Included as a deck M the fc lowing Class A; 8 or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, 8 or C systems does not adverse! effect the rating. The use of 1/2 in. min gypsum board Is an acceptable alternate for insulation owe C- 15 /32..decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin pi per (perlite /rosin paper/polystyrene/perlke) is a suitable alternate for isocyenurste board in the to lowing Class A. 8 or C systems. Isotherm R may be substituted for. any isocyanurate insulation in any of the following Classifka tions. • Hot roofing asphalt, for use with organ d i glass felts or modified bitumen membranes. 1. Dark C-15/32 • Class A Insulation (Optional): One or more layers partite, wood l fiber, pleas fiber, i thane, perlite/isocyanurate composite, perlite/urethane composite, socyanurate ocyan r* composite, phenolic, any thickness, , wood fb srrst ysnuati Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or "GAF I • mopped. • Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optlonalk One or more layers perlits, wood •fiber, glass fiber' isocyanurste, thane. perlite/isocyanurats composite, perllts/urethane composite, wood fiber/isocyen .composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS, Ply 8 ". 3 � One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheer. Insulation (Optlonalk One or more layers Mine: 2 • • Y perlit*, wood fiber, glass fiber, isocyanursts, thane, perlitersocyanurate composite, perlite/urethane composite, wood fiber/lsocyan composite, phenolic, 2 In. max. Ply Sheet Two or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 8". • Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet"„ 1 Deck NC Incline: 1/2 Insulation :.One or two layers "Isotherm R ", 4 in. max, hot mopped. • PIy'Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5 Deck: C -15/32 Incline•, 1 Slip Sheet (Optkmalk Red rosin paper, nailed to deck. Base Sheet One layer of Type ,G2 " GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type GI " GAFGLAS Pty 4" or GAFGLAS Ply 8". Cep Sheet One layer of Type G-3 " GAFGLAS Mineral Surfaced Cap Sheet ". 8. Deck: NC Incline: 3 Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet". Ply Sheet One or more layer* of Type 01 " GAFGLAS Ply 4" or GAFGLAS Ply 8 ". Cap Sheet One layer of Type 03 " GAFGLAS Mineral Surfaced Cap Sheet ". Job Address: /z'f' A& 70/./e Contractor PERIMETER DETAIL #3: Gravel Stop or Drip Edge ocess No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Sto Gage: Fastener Spacing: r o.c. Clip Type: Clip Gage: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: //_ Fastener r& Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 • • Job Address: /2.64 itle J4 Contractor Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eitisit Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #5: 'Other' Detail PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 rocess No. /4:(, - 1 - 4 ca . , dLa iv -.e., / Job Address: WS a /d/, Contractor BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 4 cess No. Insert Building and Parapet Heights. (lfnoParapet exists, insert "N /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Basic Wind Speed at Building Location: Building Condition based on % of Openings: n 110 mph GROUND LEVEL 44$et feet • • Job Address: / 266 / lo/i," Contractor , ,//4 ocess No. ' PERIMETER DET Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Ve"e" Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. iti/r PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: JUL /'e i / - T inches inches 1 inches ess No. FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: r ((applicb) f(4Pplieable) V-.--..,,,,s, Top Ply: Ply Sheet(s): - AM1111.11, Bonding Material: Bonding Material: Fastener / 7 ` / (if bare sheer mech or ached) Bonding Material: (if bare eet bonded) Fastener: (if top inrulaton aye. attached Top op Insulation Layer: (if applicable ) _,,.,,.... Bonding insulation Material: layer bonded ) Fastener: (if insulation mech. attached) Insulation: Bonding Material: ((finrularion bonded ) Vapor Retarder. applicable) Primer. (if applicable) Built -Up Applications and Modified Bitumen Systems Page -4 pi DECK: Type: Gage or Thickness: / / Density, if concrete deck: • 4 • Job Address: 12.1,11, L [o[AI Contractor l a , � , ,� � 1 , ,,Pro No. — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N Top Ply: (Type and method oj attachment ) If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Y N • Notes: Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) Job Address: /2(4 /WjContractor �'' 1 , - Process No. Built -Up Applications and Modified Bitumen Systems Page -10 Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: )246 /tk. /D/ Contractor ( Check one of the following) Recover Re -roof: New Construction cess No. If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Y N If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If 'yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) Ply Sheet(s): ( Type and method of attachment ) /X6 ro c ez.�.444-6° -1 /La 162-7,e,.. 1/7 i5, , &i9- Built -Up Applications and Modi led itu ystcros Page -2 Job Address: It h /l e /0 //, Contractor Reviewed Field Test Data ?: Notes: Additional Notes: /La Y Built -Up Applications and Modified Bitumen Systems Page -11 cess No. N Plan Examiner 1 4 Job Address: GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 12301.166 9/94 /266 /0/1. Contractor Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: AP IX 'E' p rocess No. METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS /003 c9 3 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) ( Note: No insulation system is acceptable under the minimum roof category. ) • LG ENGINEERING SERVICES, INC. 7370 Northwest 36 Street Suite 100 -C Miami, Florida 33166 Tel.: Jaca Brothers Roofing, Inc. 9200 Southwest 140 Street Miami, Florida 33176 Project: Dear Sirs; (305) 994 -8128 (305) 842 -9014 TILE UPLIFT TEST Holston Residence 1266 Northeast 101 Street Miami, Florida November 27, 1996 Information provided by client: Permit Number: 39988 Date Completion: October 24, 1996. Roofing Contractor: Jaca Brothers Roofing, Inc. LG Engineering Services, Inc. Project Number: LG96 -959 (Lab # 95- 0607.05) 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 Protocol PA 106 -94 -- Field static uplift test for mortar or adhesive set tile systems and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface was less than 5000 square feet, and the mean height of the roof is less than 15 feet above ground surface. The type of tile used for this project was reported as Altusa "S" Clay Roof Tile and the placement of the tile was reported to have been completed more than 30 days ago. This tile was also reported to have been mudded in place. At the time of this testing, a total of forty -five (45) tests were conducted; ten (10) at the roof perimeter, ten (10) at the roof corner and twenty -five (25) at the roof field area. More than 5% of the roof tile located in the field area and more than 10% of the roof tile at the roof perimeter were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for you review. • • • 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 Engineer' g Services i c. TILE UP ' QF F TEST Holston Residence 1266 Northeast 101 Street Miami, Florida Report of TILE UPLIFT TEST for Holston Residence 1266 Northeast 101 Street Miami, Florida Permit Number: 39988 Test Number 1C 2C 3C 4C 5C 6C 7C 8C 9C 10C 11P 12P 13P 14P 15P 16P 17P 18P 19P 20P 21F 22F 23F Test Load (Ibf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status 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 -- Permit Number: 39988, Page 1 • Test Number 24F 25F 26F 27F 28F 29F 30F 31F 32F 33F 34F 35F 36F 37F 38F 39F 40F 41F 42F 43F 44F 45 F Test Load (IbO 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Note:- C = Corner P = Perimeter F = Field area ............................ ............................... .... .. ...............:: T ::: :: __ Number:39988 LG Engineering Services, Inc. Tile Uplift Test Result Permit g 11 1 D4) 14 '9 3 49 )45 4 DI 7 tiogrIt- :.provfnOte::::310SttOatii* WAWAY.W.W.V.W.WAVAVANWAY.W.W.WASSWAW.W•SWASSWONSW.W.V.V.W.V.V.V.V.W.V.W...W.,,,,W.N.W.V.W.WAVAWAVAVAWASVAWAY.W.V.W.W.V.V.W.WeeAVee eeeeeeeeeee,,,,,,,,WAWAVAVAWAVASWAVA LG Engineering Services, Inc. — Tile Uplift Test Result — Permit Number: 39988, Page 3 LAW OFFICES FOWLER, WHITE, BURNETT, HURLEY, BANICK & STRICKROOT A PROFESSIONAL ASSOCIATION STUART H. ALTMAN BRIAN D. ELIAS CROMWELL A. ANDERSON JOHN H. FRIEDHOFF ALIX J.M. APOLLON J. WESLEY HOLSTON RICHARD S. BANICK JAMES N. HURLEY DANIEL F. BEASLEY STEVEN W. HYATT HEATHER B. BROCK ELIZABETH P. JOHNSON MORTON P. BROWN ALLAN R. KELLEY MICHAEL B. BUCKLEY JOHN R. KELSO HENRY BURNETT CHRISTOPHER E. KNIGHT WILLIAM N. CHAROUHIS MICHAEL N. KREITZER WILLIAM R. CLAYTON DONALD E. KUBIT KIMBERLY A. COOK JAN M. KUYLENSTIERNA PETER J. DELAHUNTY URI LITVAK CHARLES G. DELEO ROBBIE D. LAKE MAYER RICHARD E. DOUGLAS ALIX C. MICHEL Fred Jaca Jaca Brothers Roofing 7061 SW 47th Street PO Box 43 -2200 Miami, FL 33243 -2200 Dear Fred: JAMES P. MURRAY FRED R. OBER THOMAS M. PARKER CLINTON 5. PAYNE J. MICHAEL PENNEKAMP MICHAEL A. PUCHADES RONALD D. SHINDLER SARA SOTO GREGORY P. SREENAN STEVEN E. STARK JOHN C. STRICKROOT A. RODGER TRAYNOR, JR. KYLE L. WEIGEL NORMAN I. WEIL ALAN G. WILLIAMS December 4, 1996 This letter will confirm my telephone message to you yesterday in which I stated that you have still not corrected the problem regarding the nails coming through our roof. This letter will also confirm your telephone message on our answering machine last night in which you stated that the nails would be corrected at the same time as the "up lift test" was completed. In October, you told me that the "up lift test" needed to be completed within 30 days after the tiles were laid on the roof. However, it has now been over 6 weeks since the tiles were laid. As my and Mercedes' numerous telephone calls to you have explained, we are distraught by the interminable length in which we have had to endure to have our roof finished. We signed a contract with you 7 months ago, in May, yet our roof is still not completed. Please call me at the office at 789 -9219 or at home at 757 -9492 to schedule the "up lift test" and repair the nails in our roof as soon as possible. I am also copying Mr. Frank Lubien, building inspector for Miami Shores, with this letter in an attempt to expedite the conclusion of our roof. Thank you for your prompt attention to this matter. cc: Frank Lubien Sinc Wes Holston 1266 NE 101 St. Miami Shores, F1 33138 CODY FOWLER (1892.1978) MORRIS E. WHITE 11892 -1988) JAMES L. HURLEY (1920 -1989) INTERNATIONAL PLACE 100 SOUTHEAST SECOND STREET SEVENTEENTH FLOOR MIAMI, FLORIDA 33131 TELEPHONE (305) 789 -9200 FACSIMILE (305) 789 -9201 Location and legal description of lot to be built on: Lot / Block (Signed) 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. Date May 19, 19 87 Owner's Name and Address Dr. Stephen Clifford N 1266 Street N • E . 101 St. Registered Architect and /or Engineer Name and address of licensed contractor Obenour Roofing Cn. Street and Number where work is to be done 1 266 N.E. 101 St. Subdivision State work to be done and purpose of building by floors), state exterior colors (submit samples) Reroof rear flat roof with new gravel roofing 12. sqs. and for no other purpose. New Building Remodeling Addition Repairs reroof No. of Stories To be constructecigSU1 • 1 -43, 2 c(laS d of foundation wood Roof Covering asphalt & gravel Estimated Total cost of improvements S 2.946.00 Amount of Permit S 30.00 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 7357 N.W. Miami Ct. Miami, FL The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr rs. on work to be performed under this permit. as are licensed by Miami Shores Village. y yJ�,s Remarks (Signed) 467 , s 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 James D. Obenour to me well known. and who, being by me first duly sworn. upon oath deposes and says that he is the contractor of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him state i are true. ✓ Permit No. 7/D Date .�fg/ lO Q , Read wor to and ubscribed before Disapproved \\ \�) \ f - Date ( l 1 f 7 t-�� /146e 7357 N_W_ Miami Ct. Notary Public. State of Florida Building Inspector My Commission Expires NOTARY PUBLIC STATF f1F Fl OR11 A I PLANNING BOARD OMMISSION EXPIRES FEB. 18. 1989 Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 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 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde 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 Smemner 1266 N.E. .. 101 St • _, No _ . Street._.. _ 1111__ Registered Architect and /or Engineer .:,.. ..1.1:•,:22 :: - -1 111 Name and address of licensed contractor Pan American Ext. & Roofing to. 275 S.W. 6th St. Miami Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1266 N.E. 101 St. ._........... __ .�.._..__. 1111_. - 1111._ State work to be done and urpose of buildin (by floors) Residential - Re tile roof with 1 -33 and 1 -90 and white flat ti e. Disapproved (Signed) _..... Date. and for no other purpose. New Building Remodeling Addition Repairi re —roof No. of Stories To be constructed of Kind of foundation Roof Covering Tile.... ........... __— Estimated Total cost of improvements $ $3770.00 Amount of Permit $. 44700 7? Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Date... February, 10, . 1977.___.. H Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed). cP/"'� k.---- STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _.. ---- •----- _ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.. ..L,1�.//2 Date V 7/7 7 Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Irfipcctor My Commission Expires PLANNING BOARD DATE Chairman Membcr Member Membcr Member 11 11.. _.... _..._. ....._ 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address )4, F: 5141 s ars k Registered Architect and /or Engineer Nance and address of !tcanscd contractor I !A. .i u. 0.EAVA Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ) - �.__� Addition Repairs Distance to next nearest building Size of Building Lot Date ... / 1 ._ f ! No..i a 4ip Streeti5 E 10._) ST 2 A 1 `- f t - _ -= .�� Y State work to be done and purpose of bu (by floors) �e • and for no other purpose. New Building Remodeling No. of Stories 1 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 7.2r Amount of Permit Zone cubage required _Plan Cubage Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all -contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, . work to performed under this permit, as are licensed by Miami Shores Village.. / JCL Remarks (Signed) _ - 19_21 STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit Date Read, Sworn to and Subscribed before me. Disapproved Date.__ Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has heen 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.