The URL can be used to link to this page

860 NE 98 St (6))34 j PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I Job Address ?CoCS E ` 10 Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant CI eSJtRC -,E Q` f 1.9_2sx.sr Master Permit # . �' 171 g 9/ 0 Owner's Address M �`� Contracting Co. \C,vO \t-s Qualifier 4 a L , k6Aco -�{ Phone � � ZiS S t a t e # Municipal # Competency # I - Lc—Vi Ins. Co. Q-sA Sc c(-S5 Architect/Engineer Address Bonding Company Address -N Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION (, .p 4 )C- c € 4c c . cccc c �J ) 5\ KS i e lQ 1 1 \,Q , 6C}vi Gt,.S p S Square Ft. 2., 30 3 \ 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. O FIDAVIT: I •' that all the foregoing information is accurate and : .11 ring cons ti•. . d zoning. Furthermore, I authorize the above -name Signat•f ar • o�.ondo Presi• nt Date otary as to Owner and/or Condo President Date My Commission Expires: L--E 3 p Otilia M. Ac b.o • , Conrnission u (, B ° nkm r g I fF. FEES: PERMIT I t 1., `' RADON APPROVED: (-> Zoning Mechanical Estimated Cost (value) \ \ [C `� otary as to Contractor or Owner- Builder My Commission Expires: co\ • Z � 1 ib , Comm I slon N CC 837804 • Expires June 27, 2003 ')di Bonded Thru OF 0- Atlantic Bonding Co., Inc. C.C.F. .7 NOTARY — BOND 300 7 TOTAL DUE T / Phone - -(c ;`C — c Address F 1C> L. +J • ork will be • a/ a . with all applicable to d • the ( : • ed. Electrical er- Builder Tr t_E Da 4 Plumbing Engineering 05/07/2001 10:34 3056875526 0. Erpirallo different •�t d 5 Print Own Sworn to an ACEBO ROOFING - PAGE 02 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION O PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: - z COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CO CO 1. Legal description of propeny and sueel adorns: m tflmi FL 2. Description of improvement: Re Roof �eh h P v� l-h + 1 les O - ' 3.Owner(s) name and address: l'ZP09,12, { yarzour) R(po t Spree+ Interest In property: OWNER Name and address of fee simple titleholder: 4, Contractor's name and address: ACEBO ROOFING CORP. 4305 E. 10th LANE, HIALEAH, FL 33013 6. &uroty:(Paymenl bond required by owner Irom contractor, if any) Name and address: rq/ Amount cif bond S N/A 6. Lender'& name and address: N/A 11'1 I Ary I 1 7. Parsons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(8)7., Florida Statutes, Name and address: N/A • B. In addition to himself, Owner designates the following person(s) to receive a copy of the Usnor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N / A date of this er ame subs Notary Public Print Note My Com , = =Ion Expires 06/27/03 eOTILIA ACED ommencement: (the expiration date Is 1 year from the dale of recording unless a F,TATF 07 1 200(. Prepared by OCTAVIO ACEBO Address: 4305_ E. 10th LANE HIALEAH FL 3301,E 05/07/2001 10:34 3056875526 FAX COVER SHEET ACEIBO ROOFING CORP. 4305 E. 10th LANE HIALEAH, FL 33013 (305) 685 -2534 (305) 885 -1495 Send to: Attention: G I n _I S Office location: Fax number: ACEBO ROOFING From: Date: Otlice location: PIi ne number: j 1 _i Reply ASAP Li Please comment 1 J Please review i For your information Total pages, including cover: D ..., Comments: PAGE 01 Contractor's Namc:1 -1(, h. 2> P )(7j - )P. p,) (•,71 ❑ (Low Slope Application) ❑ (AsphalVFibcrglass Shingles) Flat Roof Arca ((t') ua.o1•re e Zr New Roof Exposure category (per ASCE 7 -88): c Building Classification category (per ASCE 7 -88 table I): 1— FI. eck Appendix "E" 'A,. UNIFORM ROOFING PERMIT AI'I'LICAT1ON l` PROCESS No. HOOF CATEGORY ❑ (Nail -Oli Tile) ❑ ( Metal Roofs \Wood Shingles &c Shakes) ROOF TYPE ) c_ruu[ing ❑ Recovering ❑ Repair ❑ Maintenance t11 Sloped Roof Arca (11') Q Cr> Total (11') c� c - Master Permit No. Id: •pe: Fast er Type: Perimeter: Corner: DETAIL 1 & 2 Job Address! C C: , `S 1 . ROOF HEIGHT AND SYSTEM DETAILS ❑ ;a rim 1 e'.. s �� itx:ti: (Draw details as needed . 01-'6r onErGft.Til ppi r k7 E sp4CEp AT i.7"6.. _. lapsVi2, "u. r-'10... 1 4). zre,Los �� JJ E {2S TO be S g l r• Spr,�c, � �44. ItOOF PLAN r 'Zvi LE oC ' i Page -1. • ® (Mortar- Adltcsivc Set Tile) l ❑ (Ott cr) • • UNIFORM ROOFING PERMIT APPLICATION SLOPED SYSTEM DESCRIPJION Ridge Ventilation? DETAIL 3. Roof Covering TILE CALCULATIONS (Pmax1: `17 3 x X (Aeroey1, Muleplier - M PCA: a r (Pmcu2: 101.7 x a, (Aaody oouc Multiplier): ) - M ° - M, PCA:d (PmaxJ• X (Aeao�ynuovc Mu Z - M g PCA: Page -2 PROCESS No. Z.. ibuf s( y:3 e re\ 6 () ,,,__ 0 e , -p-te u -) 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 APPENDIX "F "REQUWED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As 11 pertains to this Appendix "F", It Le the reopv.ufbllity of ate roofing contractor to provide the owner with rho required roofing ponnit, to provide the owner with this appendix and to eotplain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Cods (SFBC) govern the minimum rcqulremonts and standards or dto industry for roofing system Insthaleilona. Addilionelty, the following items should bo addressed as paid of die agreement between the owner and the contractor. 7110 owner's initial in Uhe adjacent box indicates ghat the item hu been explained. . L' 1, Aeatisetics- Werkmansh1p: The worttmanahlp provisions of Chepter 34 are for the purpose providing that the roofing system meets the wind resistance and water intrusion psrdbrrmenee standards. � Aesthetics (appearance) issues are not a consideration with respect issues such v color or arclhlleclunl a � t to wr � provisions. Aestivate ppearance, Thal aro not part of a zoning code, should be addressed u pert of the agreement between the owner and the contractor. 'O 1 Retailing Wood Aldus When replacing roofing, .Ufa existing wood roof deck tenoned In accordance with the current provisiono of Chapter t1'*s�ovf of the SFDC. etroofd deck usually may su to y ncaaled prior to removing the existing roof system) lly v 3. comma Reefs: Common roofs are those which have no visible delluation between . neighboring units (i.e. townhouses, condominiums, etc.). In buildings with comma root, the roofing c ontractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. r' 4. Expend ceillurs: Exposed, open beans ceilings are where the undemldb of the roof decking can be viewed from below. The owner may wish to maintain tho architecture! sppeasenoe, theretore rooting nail penetrations of the underside ref the decking may not be acceptable. Ilse SFBC provides the oRtion of maintaining this appearance. .fi S. Funding Water: The curtmnl roof system and/or deck of tiro bundles may not drain well and may cause water to pond (accumulate) In low -lying areal of the roof. Pending ow bo an indication at structural distress and may require the revlaw of a professional structural engineer. pending may shorten Use life expectancy and performance of the now roofing oystem. Ponding conditions may not be evident until the original roofing system is removed, Pending conditions should be corrected. 6 6. Overflow Scuppers (wall outlets): It is required that rainwater flow ofreo that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof exlwislotts may biotic this dlaclrarge if overflow scuppers (wall outlets) aro not provided. It may be necessary to Install overflow scupper' in accordance with Chapter 23 of the SFDC. v 7. Ventilation Most roofsaruetures should have coma ability to vent natural airflow thtou h 4he . Interior of the structural assembly (tire building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in Wending the service Iife roof, /) z wn cr's/Ag Signature 5104 APPENDIX "1?" . ar m • •• i • ME MO-U40E • PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20th St. Boca Raton, FL 33431 Your application for Product Approval of: Monier Lifetile LLC Spanish "S" High Profile Tile under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Center for Applied Engineering, Inc., Professional Service Industries, Inc., and Redland Technologies, 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 -10 and the standard conditions on page 11. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved 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 South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97- 1124.18 Revises: 95- 0322.01 EXPIRES: 06/25/01 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 Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED: 06/25/98 1 Internet mall address: postmaster ®bulldingcodeonllne.com $ � .M/ 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. Miami -Dade County Homepage: http : / /www.buildingcodeonllne.com MONIER LIFETILE LLC Tile Nails Monier Lifetile LLC Spanish 'S' Tile Trim Pieces Product Rainproof II Ice and Water Shield Wood Battens Product TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 1= 1 8 " w = 1 1 0 ' /, " min. 'A" thick I = varies w = varies varying thickness Dimensions 30 "x75' roll 36 "x75'roll or 60 "x75'roll 36" x 75' roll Vertical Min. 1 "x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1 "x 2" for use alone Test Specifications PA 112 High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. PA 112 Test Specifications PA 104 PA 103 Wood Preservers Salt pressure Institute LP — 2 treated or decay resistant lumber vattens Min. 8d x 2 %'" or PA 114 Appendix E Corrosion resistan min. 10dx 3" screw or smooth shank nails Page 2 of 11 Product Control No.: 97- 1124.18 Product Description Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Product Description Single ply, nail -on underlayment with 2" self - adhering top edge. Self- adhering underlayment Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) generic generic ran Zuloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC Product Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH 160 ") Hurricane Clip & Fasteners Dimensions #8x 2 ''A" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Clips Min. 'A" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 ''Y4" Test Specifications PA 114 Appendix PA 123 PA 123 PA 123 See PCA Product Description E Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Page 3 of 11 Product Control No.: 97- 1124.18 Manufacturer generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. PCA /194-0401.01 Generic Frank Zuloaga, RRC Roofing Product Control Examiner MONTER LIFETILE LLC Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland TechnologieE Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. EVIDENCE SUBMITTED Test Identifier 7161 -03 Appendix III 7161 -03 Appendix 111 94 -084 94 -083 25- 7183 -4 25- 7214 -3 7161 -03 Appendix 11 Report Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 224 -47099 Page 4 of 11 Product Control No.: 97- 1124.18 Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing Dec. 1991 PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails April 1994 Feb. 1995 March, 1995 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Wind Driven Rain Oct. 1994 PA 100 Physical Properties June, 1994 PA 112 ran uloaga, RRC Roofing Product Control Examiner MONIE]R LIFETILE LLC Product Control No.: 97- 1124.18 Underlayrnent: Roofing Tile: Comments: SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New Construction 19 /32" or greater plywood or wood plank. S!'STEM B: Direct Deck Application S1i pe Range: 4 " :12" to 7 ":12" Note: System B is only acceptable in this slope range. Install underlayment system in compliance with Miami -Dade County Application Standard PA 118. Install tile in compliance with Miami -Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 5 of 11 Fran Zuloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC Product Control No.: 97- 1124.18 Deck Type: Deck Description: SYSTEM D: Slope Range: Underla Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood Non - insulated New construction 19 /32" or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 " :12" Note: System D is only acceptable in this slope range. Install underlayment system in compliance with Miami -Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Miami -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 6 of 11 Frank Zuloaga, RRC Roofing Product Control Examiner MONI:IER LIFETLLE LLC Product Control No.: 97- 1124.18 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Monier Lifetile LLC's "Spanish S ", high profile tile shall comply with Miami -Dade County Application Standards PA 118 or PA 120, depending on the method of installation. 2. For nail-on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Protocol PA 115 or PA 127. The profile listed herein has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 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 Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Protocol PA 106, shall be performed. 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published' literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. • 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Miami -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 Miami -Dade County Protocol PA 112, Appendix 'A'. 9. Fire classification is not part of this acceptance. Page 7 of 11 Frank Zuloaga, RRC Roofing Product Control Examiner Tile Profile Table 1: Aerodynamic Multipliers - X (ft') Tile Profile 5":12" X (ft') Batten Application X (ft') Direct Deck Application Monier Lifetile LLC Spanish 'S' Tile Battens N/A 0.31 Tile Profile I 3 ":12" 4":12" 5":12" 6 7":12" or greater Approved Screws 1 screw Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Monier Lifetile LLC Spanish 'S' Tile N/A 8.51 N/A 8.44 N/A 8.27 N/A 8.07 N/A N/A MONIER LIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS Tile Profile Monier Lifetile LLC Spanish 'S' Tile Table 2: Restoring Moments due to Gr - 2 Approved screws are as noted in the Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar or Adhesive Set Systems Tile Application Mortar Set Adhesive Set Page 8 of 1 I Product Control No.: 97- 1124.18 Attachment Resistance 24.50 66.50 ran Zuloaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Nall -On Systems Tile Profile Tile Application Approved Nails 1 nail 2 nails Approved Screws 1 screw 2 screws Approved Field Clip 1 nail With: 2 nails Approved Eave Clip 1 nail With: 2 nails Monier Lifetile LLC Spanish 'S' Tile Battens N/A N/A N/A N/A N/A N/A N/A N/A 1 Data noted Direct Deck 6.80 9.20 28.70 39.60 23.10 27.60 29.30 38.10 in Table 3 is for installation with a 3" liIP hearilan MONIER LIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS Tile Profile Monier Lifetile LLC Spanish 'S' Tile Table 2: Restoring Moments due to Gr - 2 Approved screws are as noted in the Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar or Adhesive Set Systems Tile Application Mortar Set Adhesive Set Page 8 of 1 I Product Control No.: 97- 1124.18 Attachment Resistance 24.50 66.50 ran Zuloaga, RRC Roofing Product Control Examiner MONLER LIFETILE LLC UNDER LOCK NAIL HOLES 18" PROFILE DRAWINGS MONIER LIFETILE LLC SPANISH 'S' TILE Page 9 of 11 Product Control No.: 97- 1124.18 OVER LOCK UTT END Roofing Product Control Examiner MONIER LIFETILE LLC Product Control No.: 97- 1124.18 0.07 0.34" 0 I 10_ .•••.I {4 0.0:1 • 0.11" 0.12 4- ti r PROFILE DRAWINGS (CONTINUED) ********- 2.4 APPROVED SCREW FOR SCREW DATA IN TABLE 3 Page 10 of 11 1.94 0.131' rank Zuloaga, RRC Roofing Product Control Examiner 0.173" MONIER LIFETILE LLC Product Control No.: 97- 1124.18 Monier Lifetile LLC ACCEPTANCE NO: 97- 1124.18 135 NW 20 St. APPROVED : June 25, 1998 Boca Raton, FL 33431 EXPIRES : June 25, 2001 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: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 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 Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 11. END OF THIS ACCEPTANCE Page 1 1 of 1 1 - A r.. iy Roofing Product Control Examiner Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address , " `i Registered Architect and/or Engineer — Name and address of licensed contractor ( Poor - 1,•VS 6 or Y_3 _L _ 1 C • 2 25 1 7 7-7 Location and legal descript' nof to l e built on: - i1 , 2-C- 5-0 . A LotW Block / � � Subdivision 5 /1 Jam` �7 j c pi. ? r State work to be done and purpose of building (by floors). state exterior colors (submit samples) �� Z C ' ! a (P Street and Number where work is to be done and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of t� Kind of foundation Roof Covering Estimated Total cost of improvements $ / U Uo D Amount of Permit $ ./ - a� Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966. Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to empl v only ch su1 cony ctors. on work to be performed under this permit. as are licensed by Miami Shores Village. f}�� / // /� Remarks (Signed) / ' — f I i / e e 7 - 7 STATE OF FLORIDA COUNTY OF DADE. Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who. being by me first duly sworn, upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true. Permit No. Date /�/�-0 / I Read. Sworn to and Subscribed before me. Disapproved t \ �./ Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date 1 I - 19 ) No (r: Street N E. c i Notary Public. State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. , � !'AJL6 6 7 3 MIAMI SHORES VILLAGE NESS _ fl �� /9 ° 2 - 5 - 15 APPLICATION FOR BUILDING PERMIT BUILDING Application is hereby Innde for the approval of the detailed statement or we 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 Miarni 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 thc i3uiIding 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 Mrs. K. Breeze Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision 860 NE 98 Street Disapproved (Signed) Building Inspector Date.._ INSPECTION DEPARTMENT 1 -31 -84 Date..._...._....._...___ .__.._ ._ PLANNING BOARD DATE Chairman Member Member Mcmbcr Member .. .. Member Council Approved Date Disapproved No 860 NE ITS ..............f,... ey.•.•,,. W.R.Robbins & Sons 1401 NW 20 St. Miami 33142 NOTE: A charge of 51.00 will be made for making corrections or changes to this application after approval the Plannir.g Board. A re inspection ice of $1.00 will be charged when such re- inspection in made necessary by improper notice materials and /or workmanship. 9P? TT ,19 Street and Number where work is to be done State work to be done and purpose of building (by floors) Tear off, apply 1/30 tincap nailed, 1/90## with hot asphalt. Lay new whit .e.. .Gernent_.Shingle....tiLe and for no other purpose. New Building Remodeling Addition Repairs No. of Storks To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 3.600.0 Amount of Permit $ 2(J.t1Q_ 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.. W.R.Robbins & Sons 1401 NW 20 St,J1iami. 3142 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under thc Honda Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLOI;IDA, 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 fads therein by him stated are true. Permit No.._.... ! ° I V Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Date has been obtained frrnn for inspection or faulty Zone cubage required. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or ine plans and specifications herewith submitted for the build • ins or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of 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. •••••••••• , 19.._ - Owners Name and Address ... ffi r..... &...1ara....1L....arg1.P.zFd... — No. ..... St __NE 98 Street Registered Architect and /or Engineer Name and address of licensed contractor W . R.Robbi.ns & S ons 1401 Locatiop_ and legal g � descriptiio be b uilt on: c / � `L S S Lot IV � � /! ,.>i Bock 7 3 Subdivision.... ., . . . ._ . �2e'/.. ..: � .._._. ., � . � . � <_-e �° / � Z Street and Number where work is to be done 860 NE 98 Street State work to be done and purpose of building (by floors) __......_... _..._ TE off _..graVa1.. rARf,_saRPJ Y 1 /30 tincap nailed r.. 2/1"i j felt, asphalt and gravel 6 squares and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimate Total cost of improvements $/. - Amount of Permit .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.. W.R.Robbins & Sons 1401 NW 20 St. Miami 33142 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup clement, anti has complied .s ith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed)/ 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 Date.. ._...._...__.....__.._._..__6 /1 /84 NW 20 S�t Tli.aiii1 '31`4'x " °" 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 n1l facts therein by him stated are true. Permit No-_-__ ......... .. Date Read, Sworn to and Subscribed before me. Disapproved Date .._.. Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Mcmbcr Member Member Member .. .. Member Council Approved Date Disapproved Date NOTE: A ch.irge of $1.00 will be made for making corrections or changes to this application after approval has been obtained frmn the ]'Lenoir,;; Board. A re- inspection Ice of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Legal Description - �- Owner/Lessee / Tenant N Q ?J1jN Owner's Address ?G(3. \ Gucci Qualifier Pe State # (Z�yJ� 0 1''S Municipal # OWNER'S laws re Signature Notary as to Owner and/or Condo President Date My Commission Expires: • ',,,,,,,,'+ Otilia. M. Acebo iCommiasion # CC 837804 y,':; c Expires June 27, 2003 4 '''' �a;. Bonded Thru ' ''Atlantic Bonding Co., Inc. FEES: PERMIT NIA APPROVED: Zoning Buil Mechanical t PERMIT APPLICATION F or Condo President Date RADON Plumbing p � Date NI01 Job Address b N G • Q t� Tax Folio Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION R MIAMI SHORES VILLAGE Historically Designated: Yes No ' x Address Address Address Master Permit # 4/2 Phone 3 - J (� , - 2 4 C o n t r a c t i n g Co. N e 3 l tNJ(\ C p• Address 4'3 e t--1 • SS #- 3( - ZIQhone �S Competency # 1 - 2-C) O t ( 4 Ins. Co, . g-lc-e cs ecs s - - 1 BUILDING ELECTRICAL PLUMBING MECHANICAL CROOFING PAVING FENCE SIGN Square Ft.) , Estimated Cost (value) "l. . ` 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 HANICAL WORK. IDAVIT: I certi at all the foregoing information is accurate and 1 work wi 1' - in compliance with all applicable onstruction an m, Furthermore, I authorize the above -named , ac tor to d stated. Electrical o ary as to Contractor or Owner - Builder My Commission Expires: (,, 7 UE ilia ` n . # %Commission # CC 837804 i•, _ Expires June 27,2003 a Bonded Thru '; Chu ffpd 7 Atlantic Bonding Co., Inc. C.C.F. (. q ® NOTARY 0 BOND° TOTAL DUE 3.0/ Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: i-kL� kX \ -- S i � CsCe. Job Address: g gg ROOF CATEGORY . (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (AsphaltJFiberglas4 Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE El New Roof aRe roofing El Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') �> Sloped Roof Area (ft 1. P Total (ft Master Permit No. NI A\ Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): 0 Ft. A Ft. A v v 123.01.78 5/00 BAS E: SHEET $ 75 2 PLY T7 C MttJ - A'- SURFACED G.AP SA-NE.-ET Deck type: WOOD 5/6 P1 • 1: ° \ ROOF SLOPE ATTAC11MENT « Perimeter: � DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS ck" S t/ �t Fastener Type: 14 R/5 GAMY NAIL N CA q " L,AP SPACING 2 gow5(4P 12 (Draw details as needed) 6 " Corner: Page -1 • ROOF PLAN • , • • - 1 , 1 , APPENDIX "F "REQUmED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following dents should be addressed as part of the agreement between the owner and the contractor. c w tees initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues arc not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that arc not part of a zoning code, should be addressed as pa • ' c agreement between the owner and the contractor. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be n . co d in accordance with the current provisions of Chapter 29 of the SFBC. (The'roof deck is usually d prior to removing the existing roof system) . Common Roofs: Common roofs arc those which have no visible delineation between rierg i g oring units (i.c. townhouses, condominiums, etc.). In buildings with common roofs, the roofing co : ctor and/or owner should notify the occupants of adjacent units of roofing work to be performed. eit 4. Exposed cciliugs: Isxposcd, open beam ceilings arc where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the op • t aintaining this appearance. . Ponding Water: The currcnt roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life pectancy and performance of the new roofing systcm. Ponding conditions may not be evident unt re o ginal roofing system is removed. Ponding conditions should be corrected. i . Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this disch • ;c if overflow scuppers (wall outlets) arc not provided. It may be necessary to install overflow scu n accordance with Chapter 23 of the SFBC. . Ventilation: Most roof structures should have some ability to vent natural airflow through the tcrior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof; Ownc " s /Agent turc � Date Contractor's Signature Signature 5104 APPENDIX "F" 1 Y �J MIAMI -DADE PRODUCT CONTROL, NOTICE OF ACCEPTANCE G.A.F. lMlatcrials Corporation 1361 Alps Road Wayne NJ 07470 MIAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375.290S CONTRACTOR LICENSING SECTION (303) 375.2527 FAX (305) 375.2555 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2905 PRODUCT CONTROI. DIVISION (305) 375.2902 I'AX (303) 372.6339 Your application for Product Approval of: GPI F Conventional Built - Up Roof Systems for {Voud Deck. under Chapter 8 ()Idle Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (I3CCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. I f this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00-0331.15 • • .. • • 0 • • .. Rau Rrcl,dPiguez Chiol Product CBtiIfol Divjyipn TIIIS IS TILE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GC:NERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:1 1/04/2003 • • • ... • • This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/2 Internet mail address: nnstmasler n hilildinerndennline corn • ... 'rancisco . Quintana. R.A. Director 1 of 32 \liami -Dade County Building Code Compliance Office Hnmrn:rnr• httn•llwm.• h nilrti nnrnrl.r...linr• rnrn G.-\F ,1ATERIALS CORPORATION Cateuorv: Sub- Cateuorv: Deck Type: Maximum Dcsiun Pressure Fire Classi I ication: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitutnen Flashing Cement Jetblack Premium Flashing Cement GAF•GLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® Dimensions 5, 55 gallons 60 Ib. bags 5 gallons I, 5 gallons I, 5 Gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL Roofint, BUR Wood -75 psf See General Limitation # 1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Specification ASTM D 41 ASTM D 1863 ASTM Expiration Date: November 04, 2003 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up rooting. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 1227 Surface coating for smooth surfaced roofs. •••• ASTM D 2824 Fibered aluminum coating. 2 of 32 Acceptance No: 00 0331.15 Approval Date: June 29, 2000 0 •••• .. • • • 0 • •• •••• ASTM D 3019 Refined asphalt blci de ° d • with a ti�itTc�ral ASTM D 3409 stabilizer and tiberS• ft.tptits atfitisivn to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer mod Flashing cement • • ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated. fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ran • Zuloaga, RRC Roofing Product Control Examiner • • • • •• • •.• • 0 • • •• GAF MATERIALS CORPORATION Product GAFGLAS Flex piyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN Dimensions 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll 60 Ib. roll various 69 lb. roll various various various various various various Test Specification ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. 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 D4601, Type 11, UL Type G2 BUR 3 of 32 Acceptance No: 00-0331.15 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. • Surfaced on the bottom side with mineral granules embedded in asphaltic c6atipg' . Premium glass fiber r •9•••• ner SBS.. modified base sheet . � ••••• • • •••• • • • •• • PA 110 Polyisocyanurate foam insulation. • •••• PA 110 Tapered Polyisocyanurate foam i(is PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation Frank Zuloaga, RRC Roofing Product Control Examiner • • • •• • •.. • • .• • •• GAFTEMP® Composite A GAF MATERIALS CORPORATION GAFTEMP® Composite N Tes t Product Dimensions Specification various various Acceptance No: 00- 0331.15 Product Description GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam iaSA«tion Composite N with high density fiberboard or Pama perlite insulation. • • • • • • •• GAFTEMP® various PA 110 Fiberboard insulation •• • • Fiberboard • ••• .... GAFTEMP® various PA 110 Perlite insulation board:.. • • • • • • • •• Permalite® .•.. • • GAFTEMP Recover 1/2" thick PA 110 Perlite recover board • Board • .•.• GAFTEMP® various PA 110 High density wood fiberboard insulation. High Density Fiberboard GAFTITE ®0 I2 PA 114 Insulation fastener for steel and plywood Standard decks. Roofing Fastener GAFTITE® 414 Heavy Duty Roofing Fastener GAFTITE ASAP PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and 4 of 32 metal and pla • ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 %" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP I70FR RUBEROID® MOP FR • RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS Test Dimensions Specification 3" and 3 '/" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. I sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. r o l l 102 lbs. 3 /. sq. roll 93 lbs. PA 114 ASTM D 5147 ASTM D 5147 ASTM D 5 147 ASTM D 5147 5 of 32 Acceptance No: 00-0331.15 Product Description 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. ASTIvt D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with •••• polymer modified asphalt and smb9tJt. • surfaced. • • • • • • • .• Non -woven polyster =vaunted nted with polymer modified asESIaaltaltd surffcgd • with mineral granule.,, • •••• • • • • • • •• • Non -Woven polyester mat coated with fire retardant polymer modified asphalt Ma surfaced with mineral granules. • Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane -La surface n uloaga, RRC Roofing Product Control Examiner . • • • • • • • •• ••• • • • • • • •• GAF MATERIALS CORPORATION Product 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 Test Product Dimensions Specification Description 3 /4 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, coated 90 lbs. with fire retardant asphalt modified bitumen membrane, granule surface. 1 sq. roll 92 lbs. 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with fire 92 lbs. retardant polymer modified asphalt and surfaced with mineral granules. !sq. roll ASTM D 5147 Woven fiberglass mat coated with Polymer 101 lbs. modified asphalt and surfaced with aluminum, copper or stainless steel foil. 5 gallons 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P Acceptance No: 00- 0331.15 - ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. PA 100(A) One way valve vent used to relieve built - ASTM D 1929 up pressure within the roof system. GAF ASTM D 635 Vent Stacks are available in metal or plastic. . . •••• None Mineral colloidal bituminous emulsion with reflective alumijyy • • • ASTM D 5147 ASTM D2824, Type I ASTM D312, Types 1, II, 111 and IV 6 of 32 Woven fiberglass m4t,GQ41rd Nv yin cr modified asphalt surfaced tvith aluminum, . . . ••• . copper or stainless s�e,Gl.fpil. •• • Non - fibered. aluminum pigmenee: sphalt roof coating . • Interply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt • • • • Zuloaga, RRC Roofing Product Control Examiner .. • .. • • • .. GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTEMP Composite A GAFTEMP Tapered Various Composite A GAFTEMP Composite N Various Various GAFTEMP Tapered Various Composite N GAFTEMP Tapered Various Isotherm R GAFTEMP Tapered Various Isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGET "' Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Test Product Dimensions Specification Description Various Various Various GAFTEMP Recover 1/2" thick, Board Various sizes Shingle- MaieT"' 4 sq. roll Underlayme:nt 30 lbs. GAFTITE® ASAP 500 per box PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Polyisocyanuratc /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite boar!• • • • • . PA 110 Tapered perlite board PA 110 Perlite board 7 of 32 • . Fiberglass reinforced shingle underlayment •••• .... • •• • • .• • •... ••.. ••.. • • •• • • • •... • • ••. PA 114 Pre - assembled fastener and metal and plastic plates ran Zuloaga, RRC Roofing Product Control Examiner • .. • • • • • • .• • • ••• • • • • • • .. GAF N1ATERIALS CORPORATION Acceptance No: 00- 0331.15 _ TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: P■rox ACFoam I Product ACFoam II Hy -Therm Nail -line various Hy -Therm SP various Hy -Therm AP various Hy -Therm Stable R various Hy -Therm White Line Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate Test Dimensions Specification various various various various 2 7/8" x 3 1/4" Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. 8 of 32 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with curreiMMTMGA) •••• Celoted Coro ••(44jth current'PCA) •••• • Celotex ggcp. .• •• currertit'PCA) • Celotex 'Carp. (with curVnt eCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. • (with current PCA) a u oaga, RRC Roofing Product Control Examiner • • • •• • • ••• • • • • • •• GAF iNIATERIALS CORPORATION Acceptance No: 00- 0331.15 Product Dekfast Fasteners #I4 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS various High Density Wood various Fiberboard Pelite /Urethane various Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Tin Caps MB aluminum roof coating Dens -Deck Test Dimensions Specification various 4 mil min. various Minimum # 12 Min. 32 ga. x 1 various PA 114 PA 114 PA 110 Product Description Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Polyisocyanurate / perlite ridged insulation ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 PA 110 PA 110 PA 110 PA 114 PA 121 PA 110 9 of 32 Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Corrosion resistant circular discs. Aluminum roof coating Gypsum insulation board. Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic.'' • •, .. • • • . • • .. • &eneric • • • .... • 000 ••.. generic.,• generig•••• • • • . . generi; • generic generic Grundy Industries (with current PCA) Georgia Pacific (with curren PCA Frank Zuloaga, RRC Roofing Product Control Examiner • • • •• • • .•. • •.. . • .• • • •. GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product #12 Roofgrip 1114 Roofgrip Gripdek Fastener Hexed Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc 3" round various various various Olympic Standard 3" round Olympic Fastener #I4 Olympic Polypropylene Test Dimensions Specification Product Description PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / rockwool composite insulation PA 114 3" round galvalume AZ55 steel plate PA 114 Insulation fastener 3.25" round PA 114 Polypropylene plastic plate 10 of 32 Manufacturer ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) ••••• NRG Ba Inc. (with cuarect • • • • • • 1G Bar rierc, Inc. ••with currtvt•f •�• •••• .. • • • • • • .. • • • • • • • .• Olyrrtipic Manufactut ng Group, idc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product 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 UltraGard Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners - #12 Test Dimensions Specification PA 114 PA 114 PA 114 PA 114 various PA 110 various PA 110 various PA 110 various PA 110 various PA 110 PA 114 3" round PA 114 PA 114 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Polyisocyanuratc foam insulation Polyisocyanurate foam insulation I I of 32 Insulation fastener for steel and wood decks Manufacturer 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) .. •e.. Partek, Igc. ctrrreit•PCA) . ..... • Rmaxt lnc. •••• • • Swith c utrApj PCA) •••• • . • • • • . $cliulier International Inc. (with current PCA) Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) 3" round polyethylene stress SFS /Stadler plate (with current PCA) The Rawlplug Company Inc. (with current PCA) • •.• • •••.• .. • • • . . Rmax, Inc. • .. (with ourcen`PCA) •••• Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Tru - Fast DP Test Product Product Dimensions Specification Description Rawl Fasteners 1114 Tru -Fast TP Structodeck various PA 114 Insulation fastener for use in steel, wood or concrete PA 110 High density wood fiber 12 of 32 Acceptance No: 00-0331.15 Manufacturer The Rawlplug Company Inc. (with current PCA) Rawl 2" Plate 2" round PA 114 2" round galvalume AZ55 The Rawlplug membrane plate Company Inc. (with current PCA) Rawl 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate Company Inc. (with current PCA) Rawlite 3 Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners (with current PCA) Super Prep II PA 121 Roof coating Thermo - Materials, Inc. (with current PCA) Tru -Fast DL PA 114 Insulation fastener for steel, Tru - Fast.. or wood (with current•PC • • • Tru -Fast Plastic 3.04" round I'A 114 3.04" round polyethylene • Tru -Fast Plate plastic plate 'jl flt currertit4CA) • • • Tru -Fast MP -3 3.23" round PA 114 3.23" round galvalume • Tru - Fast•• plate • AZ50 steel p . ��iln currertt•PCN • Tru -Fast HD • • • • PA 114 Insulation fastener for use Tru- Fjs in wood, steel or concrete (with current PCA) decks • Tru -Fast Ultra PA 114 Stainless Steel fastener for Tru -Fast use in steel, wood and (with current PCA) concrete decks PA 114 Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) PA 114 Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) Wood Fiber ndustrie 'th cu ent PCA) Frank Zuloaga, RRC Roofing Product Control Examiner • • • •• • • • .• • • • • • • •• CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 EVIDENCE SUBMITTED: Test A. encv Test Identifier Factory Mutual Research FMRC 1996 Corporation Factory Mutual Research J.1. 1V8A4.AM Corporation Factory Mutual Research J.I. 2B8A4.AN1 Corporation J.I. 3B9QI.AM J.I. ODOA8.AM Factory Mutual Research J.I. ODIA8.AM Corporation J.I. 0Y9Q5.AM Factory Mutual Research J.I. 3X3A2.AM Corporation Factory Mutual Research J.I. 0Y9Q5.AM Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation R1306, 87NK1 1819 #3600.02.95 -1 #4482.02.95 -1 13 of 32 Description Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Fire Resistance Classification UL 790 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 • Date 01.01.96 06.28.93 07.02.97 01.08.98 07.09.99 07.29.94 04.0 1.98 08.02.94 07.29.94 • • • • • • 02.02,E • • • • • • •. • 02.Q€ 95 0000 • • • Frank Zuloaga, RRC Roofing Product Control Examiner • • • •• . • .• • ••• • • • • •• GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 _ Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum I s / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field Ply Sheet: 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.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. • Surfacing: (Required if no cap sheet is used) Install one of the following: •. • •• I.GAF WEATHER COAT® Emulsion with an application rate d'P3 aiisq.; o .GAF •o, • Premium Fibered Aluminum Roof Coating with an application rib of3.5 gai fig • e... . 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %;�I�t rave! tlr with:.. � an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. •: .... • . Maximum Design . • Pressure: -45 psf. (See General Limitation #7) •••••• Maximum Fire Classification: See General Limitation #1. Maximum Slope: See General Limitation # I. Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 16 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner '0 GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 GENERAL LIMITATIONS: Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be applied in multiple layers. The first layer shall be attached in compliance ‘vith Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully. mopped. If no recovery board is used the base sheet 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. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with TAS 105. If the fastener value, as field- testee, irholow 275 Ibf., insulation attachment shall not be acceptable. •• 6 Fastener spacing for mechanical attachment of anchor /base sheet or membryiaemichmineisbased on a minimum fastener resistance value in conjunction %vith the maxinirni dasign value listed: ••;•; •• • within the specific system. Should the fastener resistance be less than that :mind, as. T!tthnined • by the Building Official, a revised fastener spacing, prepared, signed and settled bya.rlorida •:• Registered Engineer or Architect may be submitted. Said revised fastc;tldr the :•• withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations iif •• compliance with Miami -Dade Roofing Application Standard RAS 117. ••• • 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as. calculated in compliance with Chapter 23 of the South Florida Building Code. Fastendr ds ISities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami - Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 Is'ilI not be applicable.) 8 All attachment and sizing of perimeter hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS III and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 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 (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 31 of32 Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 _ NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or proces . alaau automatically be cause for termination of this Acceptance, unless prior written approval has k en requested (through the filing of a revision application with appropriate fee) and granted byihit. ...... 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; advert o r. any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida : and:. followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, sliall 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 32. END OF THIS ACCEPTANCE 32 of 32 •••• • •••• Frank Zuloaga, RRC Roofing Product Control Examiner ...... .. • • • ••• • • .• . ► GAFGLAS Specifications N- B- 4 -M /P6 and 14-B -4 -M Specifications General Application recommendations detailed on pages 17 -20 shall -apply in addition to the following recommendations and specifications. Application of Rooting Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See "Special Instructions' below.) 3. Starting at the low point of the roof, mop two plies of GAFGLAS Pty shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Interply moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt tor the slopes involved must be used. Slope per foot Up to 3' 3'- 6' On slopes up to' /3 inch per toot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets include: STRATAVENTN (Vent Ply) for Nailable Decks required for freshly poured gypsum decks, GAFGLAS #75 Base Sheet, GAFGLAS" PLY 6 and GAFGLAS Ply 4. For wood decks arid structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper is required. 3. See 'Nailing of Base Sheet; pages 18 -19. 4. For roof slopes of 1 inch per foot or more, all ply felts must be back - nailed 4 inch- es in from the back edge of the felt. See 'Installation on Steep Roofs, page 10. UL Classification UL Class A A B Substrate C NC C Asphalt Type Steep ASTM Type III HT -Steep ASTM Type IV Slope 2' 3' 3 Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 16 /33: inch thickness), oriented strand board (min. t/2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. Nailable Deck _ I Sheathing Paper tit required) Side Lap gin 17' GAFGLAS 2q• Mineral Surfaced 1 Cap Sheet r Sidt Lap GAFGLAS Base Sheet (see below) GAFGLAS Pry Roofing Asphalt North, South, and West Zones Nailable decks up to 6 inches per foot slope, except for lightweight insulating concrete decks which are limited to a maximum slope o11 "•pe►teot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nailable decks. For lightweight insulating concrete decks, see page • O. . • 3333.• • •• Materials Approximate Weight per Square • •o.••, Sheathing paper (1 ply, if required) ; .... GAFGLAS Base Sheet • • GAFGLAS Ply (2 plies) ..... GAF Materials Corporation Rooting MAIL • Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) •••• • • •.• •••• • . . •••. • • ••.. MEW OAF MATERIALS 'CORPORATION ..... .175 -250 lbs.. ..... • .. . • ••• • ••• • •• • • • a• • • . Guarantees Available Specification Liberty Guarantees N-B- 4 -M /P6 15 yr. West Zone only, Wood Decks. N- B- 4 -M/P6 15 yr. Lightweight Insulating Concrete. (See page 9.) N -B -4 -M 2 +10,10, 5 +5, 5 yr. 41 3 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens- Deck" in hot asphalt. "GAFGLAS Stratavent Nai table Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 Premimum Base Sheet ") is a suitable alternate for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS I75 Base Sheet ", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS fl80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type 63 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: 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. 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 nailed). Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 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 Pty 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 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 61. Membrane: One or more layers of "Ruberoid Torch" (sp eretAbr granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or, Jranule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B• °•••• • • •••••• 1 Deck: C -15/32 • •Iw ine: 3 -1/2 • • . • Insulation (Optional): One or mow layer. perlite, svoa4 fiber, Oafs* • fiber, isocyanurate, urethane, perlitejisoganurate tgryilopite, perlite/ • urethane composite, wood fiber /isotyanuratlz composite, phenolic, any' : • thickness. • • • .. • • • • Ply Sheet: Two or more layers of Type 4j • TAFGLAS Ply 4" ar " GAFc RS • Ply 6" • .. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2 Deck: C -15/32 Incline: 3 -1 /Z • Insulation (Optional): One or more layers perlite,•wiodfiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate.comppsite, perlite/ urethane composite, wood fiber /isocyanurate comQosits,•phenolic, any thickness. Base Sheet: Two or more layers of Type 61, 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. 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 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 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 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. Test Date Project Address Contractor Permit Number Roof Pitch ROOF REPORTERS, INC. 4t E e..4geto TAS 106 Roof Tile Uplift Test Report Adhesive Type Tile Type 860 NE 98 St. Miami, FI. Tile Installation Date 5/29/01 All testing is in strict accordance with The Dade County version -of The South Florida Building Code, Section 3401.10 and TAS 106. Each Test location waspulted- using- a.Chatillon. Force .Gauge-to. a minimum of 35 lbs.. TEST SUMMARY Roof Area Total # of Tests # of Tests Passed %Passed Field & Ridge 25 Corner 10 Perimeter 10 TEST RESULTS: PASSER See Attached Sketch for Further Details 22 10 10 June 1, 2001 Acebo Roofing Corp. 48910 3:12 Polyfoam Monier Spanish S Dade-County- Certified Testing Agency # 99- 0615.04 (561) 434 - 7555 100% 100% 100% 3281 Lake Worth Roadri Suite E® Lake Worth 1Florida 33461 Roof Consulting- &-Testing.- Vasua!_Surveys &- Evaluations ORoof System Design 0 Moisture Surveys 80 ' 36.0, /M 9S 5t -q� ft . Date /r}-- / Address Tax Folio Legal Description - �- , �/�! 1 '7 1 '' / Tenant EL17/) -6 E Age Master Permit # Owner's Address Qualifier 7>7 / DA( State # FEES: PERMIT APPROVED: Zoning Mechanical of owner and/or Condo President Date Sze/ alrea,61, A /c; tary as to Owner and/or Condo President M ' Commission Expires: /tam, ke PERMIT APPLICATION FOR MIAMI SHORES VILLAGE n iii Date /9, 'ce y Building Plumbing ONA E ATEN Y • ' \MISSION # CC 883629 NA Historically Designated: Yes Contracting Co. 2 O7 deo_ d /7 N tj /A/ h Address If A4 /06 SS# Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING4 PAVING FENCE SIGN WORK DESCRIP'HON ieRna V /4-1 30 : (,„a- 7 '77 L 47 J✓ COY& Je0&9 let MID, / NJS ; A-(,(, U N c.R I'n EMT' - JD k)/ ,E ge . Square Ft. Estimated Cost (value) 45-95 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. otary as '• ontrac My Co ssion Expires: V NOTARY s. 0 v BOND Electrical Structural Engineer 0- 3a-0t;, ON -cS O No Phone 3p J ' 7:5" 7 2.3'JI Phone 30S' 751 o ature of Conn• ctor or er- Build l Date O� 6. p.RY PG OFFICIAL NOTARY SEAL ( !, ANGELA M BECKEq !r OOMAOS90N NUMBER r CC788697 9f �OF f lO MY COMAMSS$ON EXPIRES NO15 2002 TOTAL DUE ate From : SPALD I MG Dec 29 'OD 02:01p Date Legal Doacriptiun � _./ Ownel's Address g .. . p.Q I ic:. ei ' Phone 5O . 5 _ . .. . 73' ContttctingCo. DJrJ(-E: )� 6 0 kiA/ 6 /r" c,. Address 79 / �� 4 �'' - - -- Qtwlifier / r.'Til4'111 I E °/ 7)/46 SS# Phone ✓5.0 > 7 7 91 Staten C -C a - 1l e ) 0 Municipal ll Competency �_._....., - -- In}. Cu. Areltitect/Enginecr Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL, PLUMBING MECHANICA!OOFINC (PAVING FENCE SIGN WORK DESCRIPTION _ Qj/ / -f'J f-c)A' A-IA.T nj.,67 7 C-C: te - . PC fwtl Pk 0D (ND ID 1 N siP - va/19G , r ENT' A 'JD - n Er olfee.F JemDvez, Square 11. —_ -- Estimated Cost (value) p,;�.. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER l Y (Utr YUU INTEND '1 U (SbTAIN FINANCING, CONSULT WITH YOUR LENDS OR AN ATTORNEY BEFORE. RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby ovule to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all wo Hill be performed to moet the 9%Iu rltirds of all lnws regulating construction in this jiu indiction. Infidel stand dint sepru ate per mils arc, required for 1;1,1'C1 RICA YLUtv11SWO, SIONS, POOLS, ROOFINO and MRCHANICAT. WORK. OWNER'S AFFII)AVII : 1 certify that all the foregoing information is accurate and that all work will be done in compliance Avith all applicable laws regulati construction and zoning. 1'urthe7niore, 1 authorize the above -Hamel contractor to do the work stated. PEES: PI ?RMTT PHONE No. : 01883 712760 Jan.02 2001 3:35PM P02 DUFFY REALTY 1305)750 -6276 p.4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE J Vt)Jub Address �lP0 S Fax folio 11- 3Q 0 ( 0 It-I • :. SW) liiatorically Designated: Yes No, X essee /Tenant E. e./746i.77/ attue of owner and /or Condo President 1 ; :. � 'r-�1' 00 Lary as to Owner and/or Condo President Date \I . Conunrssion Expires: a }tick. nt r1, ") --c .‘/ Mu J71 r 'tu 4.< ' 3 u Daz Zoo u ONA E ATEN 1, 'Y - k'MISSIUN p 8.51629 Jen o XNon e Master Permit If Date Signahuc rrf Cutllradoi of Owner•Buildci NOTARY BOND I . I iQ, I )ate Notary as to Contractor or Ownert3uilder Date My Conwtission Expires. APPROVED: TOTAL. DUE Zoning •_ Building Electrical Mechanical Plumbing - Struchtml Engineer Contractor's Name. ❑ (Low Slope Application) ❑ (AsphaltiFthergiass Shingles) ❑ ( Metal Roofs\Wood Shingles Sc Sh /irrt) 0 (Other) RQPF TYPE ❑ New Roof ❑ Re-roofing ❑Recovering 2epair ❑Maintenance Flat Root (f) Sloped Root (ft) Total (f) Mass Permit No. Emposure category (pa' ASCE 7 -88): Building i c Lion category (per ASCE 7-88 table 1): Ft. Deck type ATTACHMENT Fastener Type SPACING I� field. •tndades Mortar and Adhesive Set Tile . Appendix „E„ UNIFORM ROOFING PERMIT APPLICATION t C f /M NC-- Job Address: ROOF HEIGUT AND SYSTEM DETAILS (Draw details :s needed) Perimeter: Corner: DETAIL 1 & 2 ROOF CATEGORY ❑ (Nail -On The) ❑ (Mortar-Set Tile) * Page -1 PROCESS No.. ROOF PLAN ! �iom : SPALDING Dec t9 SO Ue:U2p APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERA1IVNS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide die owner with the required roofing permit, to provide. the owner with t1t appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Clorida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addres:.cd as port of the agreement between the owner and thc contractor. The owner's iuitir,I in the adjacent box indicates that the item Ira been explained. E 0 B1. Aestbetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of J� providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as port of the agreement between the owner and the contractor. 4 _013„,.. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renatled in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) rl 13 3. Common Roofs: Common roofs are those which have no visible delineation between ^ neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of rooting work to be performed. b6 4 . Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides thc option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain welt and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new rooting system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. U ' 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) a re not provided. It may be necessary to Install overflow scuppers in accordance with Chapter 23 of the SFBC. 1\ U a 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service lift of the roof. wner's /Agent's Signature Signature PHONE No. : 01983 712760 Jan.02 2001 3:36PM P01 DUFFY RCnt_TY (305)758 -6276 p.'3 5104 APPENDIX "F" 3 D-QL duo Date Contractor's Signature crei2 Remarks_ .., 17, STATE OF FLORIDA, COUNTY OF DADE. APPLICATO ®N FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. . - Date /—... / 7 . ,194 19: � P Owner's Name and Address !r - .... �rf<�1 //X No. _.O__ Street_ -. O Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Z_0 Subdivision a� Street and Number where work is to be done 'V3 ALE State work to be done and purpose of building (by floors) c ss. Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT (Signed) 6L c O Read, Sworn to and Subscribed before me. Notary Public, State of Florida PLANNING BOARD DATE 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 $ _Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as y ed by M' mi Shores Village. 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,re true. Permit No .47 , Date J '77 Disapproved _ Date f , ' 7 ( Signed) uildiirg i pecto My Commission Expires Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR :U LDING PERM OT 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 h made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. /� Date...LLd /.i:r arot . Owner's Name and Address ./'t .CN /i....1 ��..G� , .. No. E C2 Street..Gl/ C _2 5 7 Registered Architect and /or )yrtgipcet _..._.. ( �9 �/� l � ........off?. /.M. ..._._.../Y0315. - NW X-9 . J ..(/ E. Name acrd address of licensed contr�ctot... .._... Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done.. E6 g , 57" State work to be done and purpose of building (by floors) .0 .. "- r/. N - -- y Se . via/t .t . /'' � I' .... /L r r.p .tsis!a... &. /ea _.._. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering ...V!L. zy�� Estimated Total cost of improvements $ J 6 � Amount of Permit $. Zone cubage required .Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sttp element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. "l• 1 Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and therein by him stated axe true. Permit No.._..__1.7 .. Y ( D ate �— 2.5 Read, Sworn to and Subscribed before me. ; 1 Disapproved � .._. - --_ ate. -- _.._.r__._ _ } / (/ / 7�--- Notary Public, State of Florida (Signed) v " '! / —/ My Expires ng specter y Commission Ex ices Chairman \fcrr,bcr Member ..... PLA�9NING BOARD DATE to me well known, that all facts Member Member Member Council Approved Date Disapproved Date NOTE: A ch.irge 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 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.