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560 NE 93 St (10)ti Contractor's Name: Al C !-t 0 1 OO`rhst A CO ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) .E (Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering B Repair ❑ Maintenance t(5 Flat Roof Area (ft') Sloped Roof Area (f1 100 59. F 4Total (ft') Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. A Ft. A Deck type: 1" V 14 v Fastener Type: NIA ATTACHMENT SPACING Field: NIP Perimeter: VIA Corner: 1I DETAIL I & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Job Address: ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ROOF PLAN r r r !t4. Ridge Ventilation? MEAN HEIGHT l Deck type: Underlayment: Insula D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 1Y3 Tfr 12 " ROOF SLOPL SLOPED SYSTEM DESCRIPTION Eicf Co catha ( tion: Fastener type & spacing: Cap Sheet: (Pmcrxl: X X (Aerodynamic Multiplier): ) - M (P,nax?: X X (Aerodynamic Multiplier): ) - M (Pmax3: x %. 1Aerodynamic Multiplier): ) - M a/t4 PI Roof -/ Covering: s Drip edge: TILE CALCULATIONS = M r t : = M = M 3" Pq 6ad. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals PCA: PCA: PCA: 1 0" Pre' WORK DESCRIPTION 19 �'i ) Lt ' k Square Ft. 11(5 No My Co APPROVED: Zoning Mechanical o Owner 7f` or Condo President ssion Expires: . 'a ( ( - FEES: PERMIT 6 RADON SEE. Ab ON 'ooF PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date q k I - V■sf Job Address `G J 1 ■on SS Tax Folio , A - I 0 ( W 0 Ai/ i' O bo Legal Description Historically Designated: Yes No /, Owner/Lessee essee / Tenant Ps,, N ` �. G.� 4� �\.V �� Master permit # 61 3 �. "� 55-...15— Owner's Address 5 (4,0 m'� J Scg Phone °1 ,00 5 1 5** 21 Contracting Co. )--'Q W 'CCSI∎ S S Address )M L, 0 / ) CS S Q '' 1iL Q) Qualifier t ` l 0 CO3- V,, SS# . ) Phone V 5 ,l3 44 AL pi. State # Cam- �) \ Municipal # —^v Competency # �� ' Ins. Co. (6V ■ /) Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIGN 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 regula ' s •nstruction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ignatur= as o er = ' d/or s . Da ryrylt �,erez i .► omission #CC 70762 9 ;41; Q Expires AUG. 26, 2002 BONDED THRU �OF ATLANTIC BONDING CO.. INC. 01.0 Tt Y J N 00 l l0 N 0 r q CAL 48DIT.EoA/r41.., FLAY ROOF 9 - 1 - 7 --9 8 - Estimated Cost (value) b Building Date it C.C.F. _ /Eta _AA 41. r Owner -? uilder g e l Jos Dario Perez Commission # CC 770762 Expires AUG. 26, 2002 NOTARY Electrical BOND TOTAL DUE r Plumbing Engineering Contractor's Name: Job Address: g _ - ' ; !v E ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ® Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft') Total (ft') lr Master Permit No. V3 0 31 Exposure category (per ASCE 7-88): Building Classifi tion category (per ASC 7 -88 table 1): e Ft. A Ft. A v Y Deck type: ATTACHMENT Fastener Type: pq -PL NFL SPACING Field: Perimeter: t Corner: ki DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 1 r ROOF PLAN 123.01-78 9)96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? 1 MEAN HEIGHT 1, Deck type: z Underlayment: Insulation: 12" \ ROOF SLOPZ D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: ` \L�i �Y/� • �j` t:() 1 l Drip edge: Roof Covering: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: 1 •' x A, (Aerodynamic Multiplier):1;,) ▪ ) • - M g : � • ✓= M 2 ' PCA: i ii 3 - (Pmax2: 0 ' x X (Aerodynamic Muhiplier): /• • ) - M ' M I ' PCA: I) Y ' s V - v1 U01 � i 3 c-1,0 (Pmax3: 190 x X (Aerodynamic u b ) - M = M I PCA:) 1 Pale -2 METRO -CIADE 0 . PRODUCT CONTROL NOTICE OF ACCEPTANCE Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 Your application for Product Approval of: Pioneer Nail -On, Mortar Set or Adhesive Set "9" Flat" Roofing Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 15 and the standard conditions set forth on page 16. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or. manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 96- 0509.03 Renews No. 94- 1017.04 aul Rodrig z Expires: 01/16/99 Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12/26/97 Internet mail address: postmaster @buildingcodeonline.com BUILDING CODE COMMITTEE • e . METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Applicant: Pioneer Concrete Tile Product Control No.: 96- 0509.03 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 Approval Date: December 26, 1997 Category: Prepared Roofing Sub - Category: Flat Profile Tile Type: Nail - on/Mortar Set/Adhesive Set Sub -Type: Concrete ROOFING SYSTEM APPROVAL System Description Contact: Pioneer Concrete Tile Technical Services Dept. 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 (800) 624-4152 2 Product Control No.: 96- 0509.03 Expiration Date: January 16, 1999 Pioneer Concrete Tile is a domestic manufacturer of concrete roof tile with manufacturing facilities stretching from the West Coast to the Southeast. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Pioneer's "9" Flat" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. Pioneer tile is fabricated with a wide ridged and grooved sidelap providing a water channel at vertical joints. The ridged sidelaps provide a self - aligning function, creating a uniform appearance. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories are also available to make up a complete tile system. Pioneer's "9" Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Pioneer's "9" Flat" nail -on, mortar set or adhesive set tiles shall be 2 ": 12 ". See the "Profile Drawing" section in this Approval for the "9" Flat" profile drawing. The Pioneer "9" Flat" tile 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 I through 4 of this Approval. Frank Zuloaga, Roofing, Product Control Examiner 1 Pioneer 9" Flat Tile 1= 16" PA 112 Flat, extruded concrete roof tile w = 9" equipped with two nail holes. For '/. " thick direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description I = varies w = varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 3 Product Control No.: 96- 0509.03 Frank Zuloaga, Roofing, Product Control Examiner Category: Prepared Roofing Sub - Category: Flat Profile Tile Type: Nail- on/Mortar Set/Adhesive Set Sub -Type: Concrete ROOFING SYSTEM APPROVAL System Description Contact: Pioneer Concrete Tile Technical Services Dept. 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 (800) 624 -4152 2 Product Control No.: 96- 0509.03 Applicant: Pioneer Concrete Tile Product Control No.: 96- 0509.03 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 Approval Date: December 26, 1997 Expiration Date: January 16, 1999 Pioneer Concrete Tile is a domestic manufacturer of concrete roof tile with manufacturing facilities stretching from the West Coast to the Southeast. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Pioneer's "9" Flat" tile profile. Refer to appropriate Product Control Approvals for other tile profiles Pioneer tile is fabricated with a wide ridged and grooved sidelap providing a water channel at vertical joints. The ridged sidelaps provide a self - aligning function, creating a uniform appearance. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories are also available to make up a complete tile system. Pioneer's "9" Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Pioneer's "9" Flat" nail -on, mortar set or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this Approval for the "9" Flat" profile drawing. The Pioneer "9" Flat" tile 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. Frank Zuloaga, Roofing, Product Control Examiner Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Test Product Product Dimensions Specifications Description N/A ASTM D 41 Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. min. 12 ga. with ' / head min. 32 ga. min. 1 / o.d. max. 2" o.d. horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2,4" or min. 10d x 3" #8 x 2W' long 0.335" head dia. 0.131" shank dia. 0. 175" screw thread diameter PA 114 Appendix E PA 114 Appendix E vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E J 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 Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Product Control No.: 96- 0509.03 Manufacturer generic generic generic generic generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiteTM ") designed for mortar Company, Inc. set roof tile with current PCA applications. Roof Tile Mortar N/A PA 123 Prepared mortar mix Quikrete Construction ( "Quikrete® Roof designed for mortar Products Tile Mortar #1140") set roof tile with current PCA applications. Frank Zuloaga, Roofing, Product Control Examiner Product Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro® AH 160) Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions N/A N/A Test Specifications PA 123 PA 110 Clips PA 114 Corrosion resistant min. 'A" width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 11/4" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail - on eave tiles. min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange ASTM A 525 PA 111 6 Product Description Prepared mortar mix designed for mortar set roof tile applications. Adhesive designed for use in roof tile applications. Galvanized steel valley flashing Galvanized steel drip edge Product Control No.: 96- 0509.03 Manufacturer W.R. Bonsai Co. with current PCA Polyfoam Products, Inc. with current PCA generic generic generic Frank Zuloaga, Roofing, Product Control Examiner Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. TEST REPORTS Test Identifier 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102(A) Test Name/Report Date 94 -084 Static Uplift Testing May 1994 PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing Engineering, Inc. PA 101 (Adhesive Set) March, 1994 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Testwell Craig Laboratories YQ -12 Physical Properties Sept. 1994 & Consultants, Inc. 7 PA 112 Product Control No.: 96- 0509.03 Frank Zuloaga, Roofing, Product Control Examiner Test Product Product Dimensions Specifications Description 6 Product Control No.: 96- 0509.03 Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co. ( "BONSAL® Roof designed for mortar with current PCA Tile Mortar Mix ") set roof tile applications. Roof Tile Adhesive N/A PA 110 Adhesive designed Polyfoam Products, (Polypro® AH I60) for use in roof tile Inc. applications. with current PCA Hurricane Clip & Clips PA 114 Corrosion resistant generic Fasteners min. %s" width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x I'h" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail - on eave tiles. Valley Flashing min. 26 ga. ASTM A 525 Galvanized steel generic min. 16" width valley flashing Drip Edge min. 26 ga. PA 1 1 1 Galvanized steel drip generic min. 2" face flange edge min. 2" deck flange Frank Zuloaga, Roofing, Product Control Examiner SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 /,," or greater plywood or wood plank. SYSTEM B: Direct Deck Application 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: Comments: Install underlayment system in compliance with Dade County Application Standard PA 118. Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 / 12 " plywood is an acceptable substrate. 9 Product Control No.: 96- 0509.03 Frank Zuloaga, Roofing, Product Control Examiner SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction "/,:" or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Product Control No.: 96- 0509.03 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 Tess than 4 ":12 ", refer to System A. Underlayment: Horizontal Battens: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 119. Install horizontal battens in compliance with Dade County Application Standard PA 119. Install tile in compliance with Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "/ plywood is an acceptable substrate. 1 0 Frank Zuloaga, Roofing, Product Control Examiner SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction "/,_" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Product Control No.: 96- 0509.03 Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, " /, =" plywood is an acceptable substrate. I1 Frank Zuloaga, Roofing, Product Control Examiner SYSTEM LIMITATIONS Product Control No.: 96 0509.03 1. The standard minimum roof pitch for Pioneer's "9" Flat ", flat profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Pioneer "9" Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 1 15 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturers name or logo for identification in the field. The identifiable mark for the "9" Flat ", flat profile tile shall be the word "Pioneer" on the back side of the tile. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Pioneers current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 12 Frank Zuloaga, Roofing, Product Control Examiner Tile Profile A. (ft Batten Application X (ft Direct Deck Application Pioneer 9" Flat Tile 0.13 0.14 Table 2: Restoring Moments due to Gravity - M. (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Batten s Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Pioneer 9" Flat 5.05 5.40 4.97 5.31 4.87 5.20 4.75 5.07 4.39 N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws' Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Pioneer 9" Flat Battens 4.90 7.40 5.40 9.10 24.20 34.80 22.10 32.20 Direct Deck 9.80 18.80 25.30 41.30 24.30 35.50 19.00 31.90 DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - X ( ft 3 Product Control No.: 96 0509.03 1 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. 13 Frank Zuloaga, Roofing, Product Control Examiner Table 4: Attachment Resistance Expressed as a Moment - M. (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Pioneer 9" Flat Tile Application Mortar Set Adhesive Set Attachment Resistance 39.00 118.90 Product Control No.: 96- 0509.03 PROFILE DRAWINGS PIONEER 9" FLAT TILE 14 Frank Zuloaga, Roofing, Product Control Examiner PROFILE DRAWINGS (CONTINUED) APPROVED SCREW FOR SCREW DATA IN TABLE 3 15 Product Control No.: 96- 0509.03 It O.IY ********P A- 2J DEC. 2.•5 .7e 0.171" 0.173 Frank Zuloaga, Roofing, Product Control Examiner Pioneer Concrete Tile ACCEPTANCE NO.: 96- 0509.03 1340 Southwest 34th Avenue APPROVED : December 16, 1997 Deerfield Beach, FL 33442 EXPIRES . January 16, 1999 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted 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 granted by this office. 5. Any of tlRtt following shall also be grounds for removal of this Acceptance: a) Upsatisfactory 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. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 16. END OF THIS ACCEPTANCE 16 Product Control No.: 96- 0509.03 Frank Zuloaga, Roofing, Product Control Examiner Contractor's Name: \10'' C S - Job Address: Flat Roof Area (ft2) Lk Sloped Roof Area VC) --- Total (f ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof EIT Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Master Permit No. Exposure category (per A E 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. v Ft. A V Deck type: \.0 d al \ ' \1- A ATTACHMENT Fastener Type: )\.' SPACING � � V Field: 4 "9 Perimeter: V Corner: ROOF HEIGHT AND SYSTEM DETAILS Sc (Draw details as needed) CS V4,0. F to rw.A. 'l DETAIL 1 & 2 ROOF PLAN r 123.01-78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. MEAN HEIGHT Deck type: z Underlayment: Insulation: Ridge Ventilation? Fastener type & spacing: Cap Sheet: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Roof -/ Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmaxl: X a, (Aerodynamic Multiplier): ) - M (Pmax2: X X, (Aerodynamic Multiplier): ) - M (Pmax3: X ? (Aerodynamic Multiplier): ) - M TILE CALCULATIONS = M = M = M PCA: PCA: PCA: Page -2 Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11 /04/00 Approved: 11/04/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2902 PRODUCT CONTROL DIVISION FAX (305) 372 -6339 CAF Materials Corporation 1361 Alps Reid Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Built -Up Roof Systems for Wood Decks 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, Inc, Factory Mutual Research Corporation, and Underwriters 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 -40 and the standard conditions on page 41. i nis approval snail not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved 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. The expense of such testing will be incurred by the manufacturer. aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florid under the conditions set forth above. Internet mail address: postmaster @buildingcodeonline.com Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County a tT-1-J Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built - up Roofing Tyne: C.nnventinnai Sub -Type: Fiberglass Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Product Control No: 97 0804.21 Product Control No.: 97 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 ran Zuloaga, Roofing Product Control Examiner System Description GAF Materials Corporation, a manufacturer of commercial roofing 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 modified specifications. GAF provides warranted systems over various insulated and non - 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 -411. E. Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Page 3 of 41 Product Control No: 97- 0804.21 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Minerai Siiieid® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex piyTM 6 GAFGLAS Ply 4® TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1 S q ?I Inn c 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll A CTI\A t11Q24 ASTM D 3019 ASTM D 3409 ASTM D 4586 Asphalt Clashing Cement Page 4 of 4 l Product Control No: 97 0804.21 Product Description Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced. polymer modified Flashing cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. 5 sq. roll ASTM D 2178 Type VI asphalt impregnated glass felt 45 Ib. roll with asphalt coating. 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt oat. 00 mg Product Contro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATA VENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATA VENT RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification various 69 Ib. roll various various various various various various various 76 lb. roll 60 lb. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4897 D 3672 ASTM D 489 D 3672 ASTM D460I, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Page 5 of 4 I Product Control No: 97- 0304.21 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. ✓L:: 1L1%LnU vas L:7Li UllljlJ }jj. J}uC NI}lu ^— - mineral granules embedded in asphaltic coating. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insult .a Rooting Product Control xam Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite® GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #I2 Standard Roofing Fastener GAFTITE® #I4 Heavy Duty Roofing Fastener GAFTITE ASAP Product Test Dimensions Specification various various various various various various various 1/2" thick various • PA 110 PA 110 PA 110 PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Fiberboard insulation. PA 110 Perlite insulation board. PA 110 Perlite recover board Product Control No: 97- 0804.21 Product Description Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. Page 6 of 41 oozing Product Contra xam GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 %2 Ruberoid® 20 1l..nprn.tilU1 f/1 Granule Product RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP I70FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule Test Dimensions Specification 3" and 3 '/2" 1.5 sq. roll 95 lbs. 1 nll 103 lbs. I sq. roll 87 lbs. I sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 • .. -.. - .I :47. iJ 4a4.. .:stc. r mat coated With.. .. polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Page 7 of 41 Product Control No: 97- 0804.21 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. 0o ing Product Control Examiner Product RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up Roofing Asphalt 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt Test Dimensions Specification 5 gallons '/ sq. roll 93 lbs. '/ sq. roll 90 lbs. 1 sq. roll ASTM D 5147 92 lbs. 1 sq. roll 92 lbs. lsq. roll ASTM D 5147 101 lbs. ASTM D 5147 Product Control No: 97- 0804.21 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface ASTM D 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 PA l00(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type I Page 8 of 41 Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiber, lass inat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types 1, II 1II and IV SEBS modified asphalt Roofing Product Control Examiner Product RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P GAFTEMP Composite A GAFTEMP Tapered Composite A GAFTEMP Composite N Composite N GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTT " GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover 1/2" thick, Board Various sizes Shingle -MateTM Underlayment Various 4 sq. roll 30 lbs. Test Dimensions Specification 60 Ib. kegs 60 Ib. kegs Various Various Various Various Various Various Various Various PA 110 PA 110 PA 110 fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board PA 110 Perlite board Page 9 of 41 Product Description SEBS modified asphalt SEBS modified asphalt Polyisocyanurate/wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Fiberglass reinforced shingle underlayment Product Control No: 97- 0804.21 F Roofing Product Control Examiner Product Control No: 97- 0804.21 Test Product Product Dimensions Specification Description GAFTITE® ASAP 500 per box PA 114 Pre - assembled fastener and metal and plastic plates Page 10 of 41 oaga, Rooting Product Control Examiner Pyrox Dekfast Fasteners #14 Dekfast Hex Plate TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Product Control No: 97- 0804.21 Manufacturer various PA 110 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) ACFoam I various PA 1 10 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) ACFoam II various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Hy -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp. . III3ulatioli (with l:ulrcllt PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm Stable R various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) Anchorbond PA 114 Insulation fastening Celotex Corp. Fastener assembly (with current PCA) PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Inc. (with current PCA) 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners Inc. (with current PCA) Page 11 of 4 I u oaga, Roofing Product Control Examiner Product Dekfast Lock Plate Dekfast Fasteners #I4 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood Fiberboard Pelite /Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Test Dimensions Specification 3 "x31/4" various various various various 4 mil min. various Minimum # 12 PA 114 Product Description PA 114 Polypropylene locking plate. PA 114 Insulation fasteners for concrete decks PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation with current PCA) ASTM D 312 Type II1 or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 1 10 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier kosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Page 12 of 41 Product Control No: 97- 0804.21 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) generic generic generic generic generic generic generic generic generic Roofing Product Control Examiner Tin Caps Product MB aluminum roof coating Dens -Deck #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Test Product Dimensions Specification Description Min. 32 ga. x 1 5 /a " 3" round various various various Olympic Standard 3" round various PA 121 PA 110 PA 114 PA 1 14 Insulation fastener steel, wood or concrete decks rtt 1 i 4 Insulation Iastener PA 114 Insulation fastener PA 114 PA 114 Corrosion resistant circular discs. Aluminum roof coating Gypsum insulation board. Insulation fastener for steel or wood decks Insulation fastener and metal or plastic plate Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 1 10 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / tockwool composite insulation PA 114 3" round galvalume AZ55 steel plate Page 13 of 41 Product Control No: 97- 0804.21 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW I uiider (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Roofing Product Control Examiner Product Olympic Fastener #14 Olympic Polypropylene Olympic Fastener #l2 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board Multi -Max Multi -Max FA Test Dimensions Specification 3.25" round PA 114 Polypropylene plastic plate various various various various PA 114 Insulation fastener PA 114 Pre - assembled Insulation fastener and plate PA 114 PA 114 PA 110 Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation PA 110 PA 110 PA 110 Product Description PA 114 Insulation fastener Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Page 14 of 41 Product Control No: 97- 0804.21 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens- Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Roofing Product Control Examiner Test Product Product Dimensions Specification Description UltraGard various PA 110 Polyisocyanurate foam Schuller insulation International Inc. (with current PCA) Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners #12 ikawi FdJic11C1 #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate Super Prep II • Tru -Fast DL Tru -Fast Plastic Plate 3" round PA 114 2" round 3" round 3" round PA 114 PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) 3" round polyethylene SFS /Stadler stress plate (with current PCA) PA 114 Insulation fastener for steel and wood decks FA 1;4 111JU1allVll IaJLCIICI 11)1 us in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use witli Rawlite fasteners 3.04" round PA 114 3.04" round polyethylene Page 15 of 41 Product Control No: 97- 0804.21 Manufacturer The Rawlplug Company Inc. (with current PCA) Tile Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) PA 121 Roof coating Thermo Materials, Inc. (with current PCA) • PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) Tru -Fast plastic plate (with current PCA) oaga, Roofing Product Control Examiner Product Tru -Fast MP -3 Tru -Fast HD Tru -Fast Ultra Tru -Fast DP I i u 1r Structodeck Test Dimensions Specification Product Description 3.23" round PA 114 3.23" round galvalume AZ50 steel plate various PA 114 PA 114 Page 16 of 41 Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks PA 114 Insulation fastener for use in steel or wood decks r H i i 4 insu atlon fastener for use in steel or wood decks PA 110 High density wood fiber Product Control No: 97- 0804.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -cast (with current PCA) Wood Fiber Industries (with current PCA) Roofing Product Control Examiner Test Agency /Identifier Factory Mutual Research Corporation Dynatech Engineering Corporation Name Current Insulation Attachment Requirements Factory Mutual tcesearchl Wind Uplift J.I. 0T4A1.AM 1 08.26.92 Corporation FMRC 4470 - PA 114 Factory Mutual Research ( Wind Uplift J.I. 1 V8A4.AM / 06.28.93 Corporation I FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. 1 R1A6.AM 11.15.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift l J.I. 0T2Q4.AM 10.17.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory, Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift 1.I. 0Y9Q5.AM / 07.29.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. 1B9A8.AM Corp. 4470 PA 114 Underwriters Fire Resistance R1306, 87NK1 1819 01.01.93 Laboratories, Inc. Classification UL 790 - PA 114 Wind Uplift PA 114 Dynatech Engineering Wind Uplift Corporation PA 114 TEST REPORTS , #3600.02.95 -1 j 02.02.95 #4482.02.95 -1 Page 17 of 41 Report Product Control No: 97- 0804.21 02.02.95 Date FMRC 1996 01.01.96 J.I. 0Q6A6.AM 1 07.16.91 J.1.3X3A2.AM 1 08.02.94 Roofing Product Control Examiner Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: System Type A(2): Base sheet mechanically fastened. All General and Base Sheet: Ply Sheet: Lap Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: 19 / 32 " or greater plywood or wood plank decks Product Control No: 97 0804.21 System Limitations shall apply. GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / 8 " tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FIexPIy 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. ( OP t c-, \ ply .. Cap Sheet Pet cu.d tn• y_fitth 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: I.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf. (See General Limitation #7) 'A'. See General Limitation #2. 6 ":12 "; See General Limitation #3. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B-4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- 5 -C /PC, N- B -S -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 Page 21 of 41 ga, Roofing Product Control Examiner Wood Deck System Limitations: Product Control No: 97- 0804.21 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex PIyT" 6 and Ply 6® when used as a mechanically fastened ..r iY(.. Wit- . • , _ • 4. . Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 oaga, Roofing Product Control Examiner 1 GENERAL LIMITATIONS Page 38 of 41 Product Control No: 97- 0804.21 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by 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 and/or recovery board _insulation panel is required on all, applications over , uiu�cu ucii iudui iZSiiiaLL0 wii�.0 uia, base shcei is hilly mopped. If no recovery buarci is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A 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: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanuratc foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II 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. ran Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.22 I All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 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 and/or recovery board insulation panel is required on all applications over :+iu ej c:ii fc m lllJYlYr: V IIJ •. llrll yly VW4. J �V4. ♦ - 1� Jl l� 111, - ;p . e.d. If ru - beard 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 andfone down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf except where GAFGLAS® STRATAVENT® Perforated is used, then a maximum design pressure of —6Opsf is allowed. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II 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. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) Page 29 of 32 Roofing Product Control Examiner Product Control No: 97- 0804.22 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 - 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 submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County, Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 1 17. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be 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. 13 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, which shall comply with provision of Roofing Application Standard PA 117. 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery /re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the Page 30 of 32 0o mg Product Contro xam Product Control No: 97- 0804.22 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 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. 19 Consult current Underwriters 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 sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended )1 .1 hill; is \ h 11 ! Ir 1 a Y� i�Pn h1Y� ;4v114 .i /14 f onnnoYino,by rnfer..ed . : :ts.:.. ♦0..o NI ei A i \ .. r ��- ...��. • . • . � f . •e..J .\ VA General Limitation #7 will not be applicable.) Page 31 of 32 u oaga, Roofing Product Control Examiner • e • 1 Product Control No: 97- 0804.22 GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.22 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 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. 7 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -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; (.l 'ra A es...p u !' nn► rmm71;ori I, •II•La. c.L: -- _ ,- �' the- _ correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance Thall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 32 END OF THIS ACCEPTANCE Page 32 of 32 ran uloaga, Roofing Product Control Examiner 1 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 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: "Metro -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 Arrent,nrp holder 212. correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance 'shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page 41 of 41 Product Control No: 97- 0804.21 ACCEPTANCE NO.: 97- 0804.21 APPROVED : November 4, 1997 EXPIRES : November 4, 2000 oaga, Roofing Product Control Examiner Product Control No: 97- 0804.21 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is - specifically referred ivithin this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wino toad requirements of Chapter 23 of the South Florida Building Code. 9 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 submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. I 1 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be 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 3 of the South Florida Building Code. 13 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, which shall comply with provision of Roofing Application Standard PA 117. Page39of4I Roofing Product Control xamt Page 40 of 41 Product Control No: 97- 0804.21 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re covery/re roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 34;3; .:0(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 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. IQ (`nnonlr n....m.,r r nc.2r r..: i ..1. «.rr._:.. rl:_.,� _,_F _..1 _ _. ...r...- c yr t .., .1..:r.:. «.v.... r f the iili e iT —_ — roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation Listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) u oaga, Rooting Product Control Examiner ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued i'dar'd and overlayment board are offset 6 in. with the joints in the , styrene is part of the roof system, it must be placed below the board. iple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to in hot asphalt. .tratavent Naitable Base Sheet" may be mechanically attached or over noncombustible decks and as a recover over existing roof :rlite Insulation may be utilized as a cover board over "EVERGUARD" 1 any of the following systems. .SPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT shalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS im Base Sheet") is a suitable alternate for Type G1 asphalt glass et ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof cated below. eck may first be covered with a Type G2 asphalt glass mat base 'LAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent nailable decks ". Perforated to be mopped and nailable to be attached granule side down. ion Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base =GI.AS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) decks ") may be substituted for G1 asphalt glass fiber ply sheet 'ly 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following i or base sheet may be solid mopped, spot mopped or mechanically 3rwise indicated, all insulations may be hot mopped or mechanically .lashing" or "Ruberoid" may be used for flashing in any of the Class stems listed below. lite" is referenced, this includes "GAFTEMP PERMALITE®" or any .ssified perlite insulation. me or slag are suitable alternates for gravel in any of the Class A, ms listed. :ement fiber building units are considered suitable to be included the following Class A, B or C systems listed over C -15/32 or NC. gypsum board under any of the following Class A, B or C systems 'ersely effect the rating. The use of 1/2 in. min gypsum board is to alternate for insulation over C -15/32 decks. polystyrene insulation board between min 3/4 in. perlite board ith rosin paper (perlite /rosin paper /polystyrene /perlite) is a ornate for isocyanurate board in the following Class A, B or C Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP may be substituted for any isocyanurate insulation in any of the tssifications. erma Mop" may be utilized with any of the following "Asphalt Felt 1 Hot Roofing Asphalt ". `80 Premium Base Sheet may be used in any of the following Class A, B and C. .1 asphalt, tor use with uiyaiti, Class A -15/32 Incline: 3 lion (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ne composite, wood fiber /isocyanurate composite, phenolic, any ess. eet: Three or more layers Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply t mopped. ing: Gravel. -15/32 Incline: 2 ition (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite /isocyanurate composite, perlite/ me composite, wood fiber /isocyanurate composite, phenolic, any less. feet: Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply heet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". IC Incline: 2 ition (Optional): One or more layers perlite, wood fiber, glass isocyanurate, urethane, perlite /isocyanurate composite, perlite/ 3ne composite, wood fiber /isocyanurate composite, phenolic, 2 in. feet: Two or more layers Type GS "GAFGLAS Ply 4" or " GAFGLAS Ply heet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". IC Incline: 1/2 ation: One or two layers "Isotherm R ", 4 in. max, hot mopped. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU) Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 - - _Incline: 1 ' Slip Sheet (Optional): Red rosin paper, nailed to deck. _Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be\ j nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6". ,Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC - - -- - Incline: 3 Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet'. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). r... chant! "f:AFr,I AS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. Miami Shores Village, Fla. 7 e4.1;.?„1- 7 4).--L—) DATE 10- - J�� OWNER ADDRESS fo N e 3 S' ipeq r-tte - '3 sus INSPECTION TIME READY PERMIT NO. CONTRACTOR TELEPHONE NO. s INSPECTOR Miami Shores Village, Fla. OWNER ADDRESS INSPECTION TIME READY PERMIT NO. TELEPHONE NO. `// b6 f e j 9 111( l i DATE } DATE < G Cols o s. Ate. 43032 CONTRACTOR M / , • /? OWNER ADDRESS Miami Shores Village, Fla. INSPECTION TIME READY PERMIT NO. DATE (54 a NE' S'3 St" TELEPHONE NO.( o.-s) -r �' .- 1O 7 2, (3oS) 159 - 5 3 gP MP (4 CONTRACTOR DATE 4 -e s t= )2- e—t5 f- 0 6 ' ° -4 MiSA ✓ �2 -P/h' (�- j / �`�c� P � v k/ DATE 7-12_ � ) N St PERMIT NO. CONTRACTOR TELEPHONE NO. lage, Fla. q1* 4 APS Cor/D ,s nafF 2,01,e41 MIAMI SHORES VILLAGE, FLORIDA 2 1 BUILDING 0 DATE / 6-7 , , , 195 ELECTRICAL 0 PERMIT N? 11753 PLUMBING Ei ROOFING 574 Work to be performed under this Permit Owner of Building i ,/ / A.' Architect Contractor or Builder Legal Description. Address of Building Lot CONTRACTOR OR BUILDER 1 BL Subdi- vision Value of Project $ Contractor's License No- Amt. of Permit $ :') • BY AUTHORITY This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. . • O.- UILDING LECTRICAL LUMBING OOFING }caner of uilding rchitect :ontractor r Builder egal , escription „ddress of uilding Lot o ❑ DATE / - ` - ,. 195 PERMIT N? 4413 Contractor's d , License No. Work to be performed under this Permit CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Bl Subdi- vision Value of Project $ 1 ,17 I! Amount of Permit $ • This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application erefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, swings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any Rye if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work one by his agents, servants or employees. A , Signed. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- Apting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY e Owner's Name and Address Street and Number where work is to be done STATE OF FLORIDA, COUNTY OF DADE. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statc.11 ent or me plans and specifications herewith submitted for the build • inc 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. $ Registered Architect and /or Engineer ,. ,... • Name and address of licensed contractor (,V 4 Lat. ` .L 1 Location and legal description of lot to be built on: Lot Block Subdivision State work to be done an purpose of building (by floors)... . ' y ^j. ... 0a cig.___ I . f 1y / 0 i w�; 4. C—o-'— tL2 _ 2 �` ... ' c. o�� .__ and for no other purpose. Ncw Building Remodeling Addition Repairs No. of Stories To be constructed of hind of foundation Roof Covering - 171 C--- Estimated Total cost of improvements $ r (Prp r crib Amount of Permit S. Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Date..—... 1/ 3 /9 /via 7 �l S .- )— 01 E30 /3 _.. -_. Street— 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 dots 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 Sup pleurent, and has complied with the previsions thereof, and will require similar compliance from all contractors or sub - contractors employ 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 subco performed under this permit, as are licensed by Miami Shores Village. Remarks..._ (Signe Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Permit No...42 T 6.6 Date j t)! /( Disapproved ... ....: Date (Signed) Read, Sworn to and Subscribed before me. 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 fads therein by him stated are true.. Notary Public, State of Florida Budding Inspector My Commission Expires PLANNING BOARD DATE Chair:nan Mcmbcr \Icrr,ber Member Member .. .. _....._......_..._._...._....._ Member — Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Huard. A re—inspection fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspe4tirm or faulty materials anti /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address....... /-A IA- L 7. 1k— e..F?.rf!..0 No Street Registered Architect and /or Engineer �/ > Name and address of licensed contractor ..I..P.$. P J • .. �'? -Q. - `' . ° % ; `Y - e . 2, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 4 go 24 • C. 9_,Y 5 State work to be done and purpose building by floors) STATE OF FLORIDA, COUNTY OF DADE. ss MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 4, e 9. 9 Amount of Permit $ / Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — - - ------- ----------- --- -- -- - - - - -- 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. i/-// Date Disapproved � Date - Notary Public, State of Florida (Signed) Building Inspec My Commission Expires Date ems/ o 1 4r 6 Read, Swom to and Subscribed before me. 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 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. 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 QS/A tti Pz Registered Architect and /or Engineer Name and address of licensed contractor__ Location and legal description of lot to be built on: Lot Block // S A ub Aj divisionn_ Street and Number where work is to be done c5 _ la__ State work to be done and purpose of building (by floors) j. .„ d o P/ 1r^ i R A .S G MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Disapproved Date ( Signed) BUILDING INSPECTION DEPARTMENT � 9 v Cfi et, a em � I fps. Gs �. ,) , �` Date__ ! `S / 1 , 19 No._9 __E _1n Street_ _l�!__4� _!5 4 t ? N! and for no other purpose. New Building_ Remodeling Addition • Repairs No. of 1 Storiess____ / To be constructed of Kind of foundation Roof Covering T1 e. Estimated Total cost of improvements $ — ______Amount of Permit $ Zone cubage required ___Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all. -the plans and specification €or - said - building. All notices with reference to the building and its construction may, ,s, rt_D be sent to 4 .it r,. ,:. _ `_ '� ,'_� -c A ,1 ;'>, '-___'/ 2_z_ = _z= -`— - -�' -i tl 1, t } i - r The undersigned applicant for this'buildg 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 permit, as are licensed by Miami Shores Village. •ti c Remarks (Signed )+ ) i n 1 tl ri 4 -v• , , ' 4S ° \\ < ./ V( i 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 tru Permit No. ___(l__ - � S Date '' Read, Sworn to and Subscribed before me. Notary Public, State of Florida 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 been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Contractor's Name: IlAle 14 Oit. �+ ROOF CATEGORY �,/ L7 (Low Slope Application) ❑ (Nail -On Tile) .K Mortar-Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering ,B Repair ❑ Maintenance 115 ' Flat Roof Area (ft') Sloped Roof Area (ft IDO S'. 'Nei_ (ft) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 table 1): Ft. A v Ft. A Deck type: 1‘4 0 14 v Fastener Type: Wit} ATTACHMENT SPACING Field: I" ' Perimeter: P1 Corner: N DETAIL 1 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ( • Job Address: 560 0.e., .13 5/7 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 ROOF PLAN Ridge Ventilation? MEAN HEIGHT Deck type: • 1 Y6 746 zUnderlayrnent instil D E T A I L 3 SLOPED SYSTEM DESCRIPTION �ZY S1-'(d � 30 /90 don: No r/ E 12" ROOF SLOPL Fastener type & spacing: A411 Cap Sheet: P1 f Roof Covering: N114- Drip edge: 3" Pr., Goa. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) Gentsral d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals NV� Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. TILE CALCULATIONS (Pmaxl: N X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: N X (Aerodynamic Multiplier): ) - M = M PCA: (Pm ax3: N X (Aerodynamic Multiplier): ) - M = M PCA: • Date Job Address 6 0 K % -- 1-- Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant ��7 104// (��'� t/ Master Permit # G ��O 8 Owner's Address '�f 93'7--.,0 / / 33 /36 Phone 757- "•13 S c Contracting Co. 4? � ,c 4� Address "� p `� Phone 6 � 7 State # f" l Municipal # Opod ( 'T740 Competency # Ins. Co. ON r (( Address Architect/Engineer Bonding Company IV \or Mortgagor Pik Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING AVING FENCE SIGN WORK DESCRIP'T'ION O 6 ' Square Ft. Les I j / V 0 51. pi • Signature of owner an .,'r Condo President Date otary as to Owner and/or Condo President My Commission Expires: - = r. APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 0 Building Date Address Address Estimated Cost (value) , - 60 ignature of Contractor o FEES: PERMIT 0, RADON C.C.F. . 40 NOTARY 5 14% Electrical D) 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 regula construction and zoning. Furthermore, I authorize the above -named contractor to dc the work stated. wner- Builder otary as to Contractor or Owner - Builder Date My Commission Expires: ate 0 BOND 6 TOTAL D4 3,$0 Plumbing Engineering