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ROOFING
s Date '`' Legal Description Historically Designated: Yes No 'O wner /Lessee/Tenet . 7 /49,;.., f 1 ;-.1". c),,, s' Master Permit # ��1fr ADO cD l Owner's Address • �. �% t,,, • -. ` / i Phone ' ''G ' . 7'.; ° Contracting Co. " ." E ,_• ` Address 1/5; 4 . /y; Qualifier % . C SS# �, ". % :._ � , � Phone =if.• `� d -�4� j 7. State # �- Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: Wit. r� Square Ft. k t tary as tb Ownet My Commission PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Job Address 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 ANY 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 all disciplines. 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. Signature of owner ardr Condo President RADON FEES: PERMIT APPROVED: Zoning Building Mechanical Plumbing � � y • ( - t A ,, C.C.F Tax Folio d R i 7 " ) / / r.: " /-s ( t d f t Estimated Cost (value) ture of Contractor or Bui Notary asko Contrac or Owner Builder My Commission Expires NOTARY S a () h BOND Date /S/I) Date TOTAL DUE Electrical Structural Engineer I• Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/8/2002 0 Applicant: TIMOTHY Owner: MORGANSTERN JOB ADDRESS: 133 NE 91 Contractor DALEY ROOFING INC Local Phone: (305)754-9892 Parcel # 1132060133320 TUI/Es, TL PAY TO THE ORDER OF 1 A _ 4 Bank of America ACH R/r 063100277 DALEY ROOFING, INC. 78 N.E. 106TH STREET MIAMI SHORES, FL 33138 305 - 754-9892 FOR 11'00387811'' 1:0 6 30000 4 71: Building Permit Permit Number: BP2002 -698 LEBEL CHARLES ST Contractor's Address: 78 NE 106 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 E1/2 OF LOT 18 & LOT 19 BLK 24 LOT SIZE Fees: FEE2002 -1986 FEE2002 -1987 FEE2002 -1988 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $1.20 $5.00 $66.20 Total Fees: $66.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/5/2002 Construction Value: $1,315.00 Work: REPLACE BROKEN TILE AND INSTAALL TILE ON FLORIDA ROOM SECTION If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection Look for: blue background un the front of this check, and the imageSafe© logo on back. If not present, do not cash. DATE 444( -' . t,L . tom d yU �f 00L5962L9503" .113. =1281FRIF,717,11LE.IP Inrc 722 ' ] 3878 $ /3a 4 7 4 b 63 -4/630 FL W35 Sou. an ThaOLLARS 0.- . - e... M. 1, or in strict compliance with all ordinances been submitted and approved by the out authorization. A further condition upon es and regulations pertainingio the work arvants or employees. g thereto and in strict conformity with the work done by either myself, my agent, !1 11 v If cJ ij i ettj 1. ✓' ! • 3 it e n ff . ( =1 Cl U L) 1� 1. I .. 1 .4. 11 1 1 1 1 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter '15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. U/�i 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 7 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. -/ li 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off-so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the intenor 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. t2 �` atur C.'.o.Boar.,..r+ettlew Cr.s.u..c.l Yen'sa+r.sperry Wen. nbrkw,un\arnun 17:66. / � Date Contractor's Signature Date °'" Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Address ✓ _.� /� V . Company Phone # -� y , ' 9 ` For Inspector: a Name & Approved 1-f r PAL_ Correction Re- Insp'n Fee ❑ t` � PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date AG -721 Job Address / /V 4 ern t Tax Folio Legal Description Historically Designated: Yes No G� Owner/Lessee / Tenant C/1„;,,,/ . s 6 y e, 547 * ,, Owner's Address / 3:3 :71,A4, �` Phone e^ / Contracting Co. Q 4 i aci � eLie t; Address l 3 40 4 /..''+rye Qualifier State # [' 6C `} y Q Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIGN WORK DESCRIPTION /2 � - C% �' . 9 ,7` / e T / / L, �. �� IA e L ",P■_=_Lei x II= S�arr� r��n� Square Ft. / `5 Ye" Estimated Cost (value) gir �0 , 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 m this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. y e — i t f ' Signa e o� er and/or Co '• • P si t Date • ./i / .4. .-_,' .r as to • er and /nr Cnnrin Prm.,,; -. Date X QEN BECKELHEIMER COMMISSION # CC876499 EXPIRES OCT 04, 2003 BONDED THROUGH ADVANTAGE NOTARY FEES: PERMIT APPROVED: Zoning Mechanical RADON Building C.C.F. SS# - - ! - 7,;>Phone (3eas) i s 7: zy Signature c/C actor or I',e er -B, lder Date No My Co Master Permit # Electrical ikQREN BECKELHEIMER COMMISSION 1 CC876499 EXPIRES OCT 04, 2003 BONDED THROUGH ADVANTAGE NOTARY BOND •.! Date Plumbing Structural Engineer l4 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with Chapter 713. Florida Statutes. the following information is provided in this Notice of Commencement. 1. Legal description of properly and street address: 2. Description of improvement: AS" —reo, 0 ix Owner(s) name and address: . Q <:t_ F'v'Q.. I \ i CL vv. _A.c Iv N 0 Interest in property: t4ame and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 1 ?/. Signature of Owner I , Print Owner's Name CA, Ke s ' " Or Sworn too 4 �''o b h l f lla this • i \ i Commission # CC 997244 eExpires March 17,2005 Nolary fy ` � °?`� Bonded Thin Print Notary's Name My Commission Expires ZO'd 08TL L29 G02 day of M. R Cii ( lam kD r S l 3 : ti q /_sue 1 ) t 3 r -c Crti.,6 uv 11. ,F40.1 saapling aanlueo 0PT 102 01.R226202 2001 MAY 03 13:38 STATE OF FLORIDA. COUNTY OF DADE HEF''AY (,E.. ; :.' treat as is a tru . •... of tf10 , AD 20 r my hand and Official Seal. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be se by Section 713.13(1)(a)7., Florida Statutes, Name and address: CAH 17 /7 yJ e-rz /l/ X7.51- /�� S f 40 - 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice Section 713.13(1)(b), Florida Statutes Name and address: 7zeJ.9 L Akes 7.?/o 9 d g AA ?3/4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) .s, if Address: 1/4/ 5 C1 1%/111 ' c Prepared by g, �� 4 �s wick it" Contractor's Name: `/1 /4/' i. Job Address: / 3 3 /VA 9/ . 7 ROOF CATEGORY ,� E2 (Low Slope Application) ❑ (Nail -On Tile) DI Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) El (Other) �� ROOF TYPE ❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (li ® Sloped Roof Area (Q') / —/ f Total (fl') /4 /3' Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table I): O ROOF HEIGIIT AND SYSTEM DETAILS J L $ ) h vio p 1( b raw de as n Ft. Ft. A v Deck type: (.woo /2 Fastener Type: ATTACHMENT i Field: - j ? /" Perimeter: 4 Ca (,U /t/yh_ /7/9 SPACING ‘-1/ Corner: DETAIL I & 2 3° /p lot - /Y I Appendix "E" UNIFORM ROOFING PERMIT APPLICATION 1/ r r r PROCESS No. ROOF PLAN IU I1e Ventilation? Deck type: MEAN IIEICIIT '/ 3 1 Undcrlayment: . U E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION tostdaltmc /2 /iq Fastener type & spacing: 12" ROOt 2LOPt 1 // 9i� 6ipS 1U / �y k', 5. r /. /s ! �'� fr l � Cnp Sheet: Roof Covering: Ii/E J� Sonia Drip edge: TILE CALCULATIONS (maxi: 77,3x )1 (Aerodynamic Multiplier): ac ) - M 4.-I (S= M AO/ PCA: (49 Page -2 Ce __I 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 (Pntvx2:'7 c7 X X (Aerodynamic Multiplier): , Qsrq ) - M = M PCA: 1 (Pmox3: L e X (Aerodynamic Multiplier): , 07 q49) - M 4) = M, Q),, j PCA: - v� APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS it ertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the As p for this required roofing permit, to provide the owner with this appendix and to explain to the o industry for the content m in mum f orm. The provisions of Chapter Nat °irth )' l � s � �B installations. td1 ' ( Sdditionally . t he following items requirements and standards of the } should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions `of Chapter i 34 are or A esstheti ..0j):11. o stem meets the wind resistance and theics (appearance) providing that the roofing issues are not a consideration with respect it. °o nt s ho i t l d p bc ` addr Aesthetic issues of the A such as color or architectural and the contractor. are no part of a zoning agreement between the d 2. Renailing Wood Decks: When replacing roofing, the existing ■ goof o k scusuall} have to b d renail to in accordance with the current p of Chapter 29 of the SFBC. removing the existing roof system) C47 3. o i iimon Roofs: Common roofs are those ■vhicli have noi isible d, l the ati o n bgwont;nei hbo in, units townhouses, ot�'nhouses, condominitirnis�, etc.). In buildings with conunon owner should notify the occupants of �djaceiit units of roofing work to be performed. C f decking.; can b: � 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roo _ �iewed — from below. w. The owner may ‘v'isli to maintain the architectural appeardzsetli therefore, o o ai - nt g ii n a l e p penetrations of the underside of the decking may not be acceptable. The provides appearance. • C2.445. Ponding Water: The current roof system and/or d of P the big no be of d on structura o l cause ���ater to pond (accumulate) in low-lying areas of ex pect and p equ require the review of a professional structural engineer. may not Pondinv. ev d s the or the l t expectancy and perfformance o of the i conditions o �ou s sl ould be c o�ecd `te conditions roofing system is removed. Po CAL this discharge i is d. Overflow Scuppers (wall outlets): It is required that rainwater now may e off so so that the roof is no. overloaded From m a build ld up of water. Pe�oell necessary to install scuppers in accordaiic overflow scuppers (wall outlets) are not p v dedt may with Chapter 23 of the SFBC. �� 7. Ventilation: ivlost roof structures should have some ability to vent natural on shall otibh t o f the structural assembly (the building itself). „ The existing amount of attic ventilation consider additional vcnlin� hick can result in extendin�e, the service life of the roof. Furth. ma}' be bcitefictal to '�rtmcnt for S. The owner may contact the Miami-Dade County Consumer Services Dc in orniation retarding tlyr ttboYe Of�ncr's`FAgcnt's Signature Date ctor's Sion: %Wr • 09 12r2000 2000 14 : 35 11.15F,F.F 2E Oldcastic Westile, Inc. 1900 NW 21st Avenue Ft.Lauderdalc Your applic PRODUCT CONTROL NOTICE OF ACCEPTANCE FL 33311 ct Approval of; A na Low Profile Roof Tile under Chapter 8 o e ' • • - Ianii - Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fail% to perform in the approved manner, BCCO may revoke, modify, or suspend if it is the use of such product or mtl:crial immediately. BCCO r of the South Florida Building determined BCCO that this product or material fails to meet the requirements Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99 -1102. ,(Revises No.: 99- 0603.02) Ex es:12 /16/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and app nddio 5 irthing Code and Product Review Committee to be used in Dade County, Florida under the c Approved:12 /16 /1999 COMA CAST CORPORAT I O PAGE 01 \tlAMII•DADE COUNTY. FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE. COMPLIANCE OFFICE MIETRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (303) 375.2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375.2327 FAX (303) 373 - 2338 CONTRACTOR ENFORCEMENT SECTION (305) 373.2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division ranctsco • ulntana, Director Miami-Dade County 1 of g' Building Code Compliance Off)c OLDCASTLE. WESTILE, INC, 1. SCOPE This revises roofing system using " Oldcastle Westile Verona ", as manufactured Oldcastle Westile, Inc. Tile described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by ACCEPTANCE No.: 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF AQCEPTA STANDARD CU DITIQNS Category: Prepared Roofing Sub Category: Low Profile Tile Test Dimensions Specifications 1- 16W' PA 112 Low profile, interlocking, high pressure w - 13 " extruded concrete roof tile equipped with two 'A" thick nail holes and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. 1.. varies w - varies varying thickness 2.1Componenta or products manufactured by others Dimensions N/A Test Snecitij.ions ASTM D 226 type 11 H4) Coated Base N/A ASTM D 2626 Sheet PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2 Product Description Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Manufacturer generic generic Frank Zuloaga, RRC Roofing Product Control Examiner PAGE 0 O1. JCASTL,E-WESTIIE, INC- ACCEPTANCE No.: 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTXCE QF ACCEPTANCE' STANDARD C NDITION P eral Surface Cap Sheet Rainproof 11 Ice and Water Shield 36" x 75' roll PA 103 Wood Battens Test Product ions Specifications Descriptign N(nnufi uer N/A ASTM D 249 Mineral surfaced asphalt roll generic roofing for use as a top ply in a double ply underlayment system. 30" x 75' roll 36" x 75' roll Or 60" x 75' roll PA 104 vertical Wood Preservers Salt pressure treated or decay generic min. 1" x4" Institute I.P - 2 resistant lumber battens horizontal min. I" x 4" for use with vertical barrens or min. 1" x 2" for use alrne Min. 10d x 3" PA 114 Corrosion resistant, screw or Appendix E smooth shank nail 1►8 x 2' '" long PA 114 Corrosion resistand coated, 0.335" head dia. Appendix E square drive, galvanized, 0.131" shank di*, coarse thread wood screw 0.175" sctrew thread diameter • Hurricane Clip & Clips PA 114 Corrosion resistant bronze, Fasteners min.'/," width Appendix E aluminum, stainless steel, min. 0.060" thick galvanized steel or plastic attachment clips for i FL supplemental tile attachment. min. 8d x 1'A" t dips are installed with 3 Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with Approved 1130 or N43 as the base layer. corrosion resistant roofing nails compatible with the clip. A hurrican all nail - on Protect -O -Wrap, Inc. with current NOA W.R. Grace Co. with current NOA generic generic oat*. RRC Roofing Product Control Examiner generic Ull 4AS 1VES'fiLE INC. Product Roof Tile Mortar ( "TileTIteTM'') Roof Tile Mortar ( "Quikretee Roof Tile Mortar N1140") Roof Tile Mortar ("BONSALU Roof Tile Mortar Mix ") Tile -Bond Roof Tile Adhesive ( "Polypro® AH 160 ") 3. LIMITATIONS N• T C • F A EPTA E: S DitnensiQns N/A N/A N/A Factory premixed canisters N/A Test Specifications_ PA 123 PA 123 PA 123 See PCA 4 ACCEPTANCE No.: 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 D; RD C Product DeseTiptpoq 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. Single component polyurethane foam roof tile adhesive See NOA Two component polyurethane adhesive designed for adhesive set roof tile applications. IONS Manufacturer Bermuda Roof Company, Inc. with current NOA Quikrete Construction Products with current NOA W.R. Bonsai Co. with current NOA Flexible Products (with current NOA) Poly foam Products, Inc. with current NOA 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Off ice for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. Frank Zuloaga, RRC Rooting Product Control Examiner O DCASTLE WEST1 INC. ACCEPTANCE No.: 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4. INSTALLATION 4.1.1 "Verona Tile" and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Verona Tile Verona Tile Battens 5.57 Table 2: Restorin, Moments due to Gravi - M, ft -Ibf) 3 ":12" Direct Deck 8.30 5.48 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Profile (min 15132" (min. 19132" plywood) plywood) 2 - 10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Srnooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 - 10d Smooth or Screw Shank NailsJField Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 4 ":12" Battens 1 Direct Battens 5.37 27.8 37.4 8.8 11.8 16.4 21.9 25.8 25.8 A7.1 47.1 24.3 24.3 19.0 35.5 31.9 5 5 " :12" Direct Deck 8.05 Battens 5.24 19.0 35.5 31.9 7 ":12" or greater Direct Battens Direct Deck Deck 5.90 5.09 5.73 Battens 28.8 4.1 7.1 22.9 49.1 24.2 22.1 34.8 52.2 2 - 10d Ring Shank Nails 43.0 aStara of 2 : j�j head of t il I Installation with a 4^ tile headla and fame/mere are located a mln. . ran Zulosga, RRC Roofing Product Control Examiner 50. Table 1: Aerodynamic Multiplyers- M ) Tile X (ft') X (f) Profile Batten Ap a Iication Direct Dec • pllcatlon Verona Tile 0.267 % ' O DCASTLE WEST1 INC. ACCEPTANCE No.: 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4. INSTALLATION 4.1.1 "Verona Tile" and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Verona Tile Verona Tile Battens 5.57 Table 2: Restorin, Moments due to Gravi - M, ft -Ibf) 3 ":12" Direct Deck 8.30 5.48 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Profile (min 15132" (min. 19132" plywood) plywood) 2 - 10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Srnooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 - 10d Smooth or Screw Shank NailsJField Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 4 ":12" Battens 1 Direct Battens 5.37 27.8 37.4 8.8 11.8 16.4 21.9 25.8 25.8 A7.1 47.1 24.3 24.3 19.0 35.5 31.9 5 5 " :12" Direct Deck 8.05 Battens 5.24 19.0 35.5 31.9 7 ":12" or greater Direct Battens Direct Deck Deck 5.90 5.09 5.73 Battens 28.8 4.1 7.1 22.9 49.1 24.2 22.1 34.8 52.2 2 - 10d Ring Shank Nails 43.0 aStara of 2 : j�j head of t il I Installation with a 4^ tile headla and fame/mere are located a mln. . ran Zulosga, RRC Roofing Product Control Examiner 50. Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Sin! le Pa Adhesive Set S stems Tile Profile Tile Application Minimum Attachment R : Verona Tile 4 Large paddy placement of Poi foam Poi Prom' L Paly foem PolyProTM 45.5 54grama of PolyPro'". — 5 Medium • add • Iacement of 24 ! rams of Po1 Pro TM. Table 4: Attachment Resistance Expressed as a Moment for Two Patty Adhesive Set Systems M (ft -Ibf) Minimum Attachment Resistance 26.1' Tile Profile Tile Application Verona Tile Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileSond Average weight per patty 11.4 grams. Pot oam Product. Inc. Avers . e wet ! ht • er • a 8 . rams. OLDCASTLF WESTILE. INC. • ACCEPTANCE No.: 99- 1192.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Tile Profile Verona Tile Table 4B: attachment Resistance Expressed as a Moment - M -Ibf) for Mortar Set Systems Tile Application Mortar Set 6 Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Roofing Product Control Examiner OL STLE WESTILE, INC. ACCEPTANCE No.: 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 RD CON I I S NS TICE OF ACCEPT NC 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami - Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: e. 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. S. 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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Waists of pages 1 through 7 and this last ,•ge 8. END OF THIS ACCEPTANCE It � r Frank Zuloaga, RRC Roofing Product Control Examiner 9. This Notice of Acceptance co 8 v�u�.�►�, WLS ClLlr. INC. ACCEPTANCE No.: 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CQNPITIONS PROFILE DRAWING 1 -1/4" NAIL HOLES VERONA T!:LE 7 OVERLAY 13" WATER COURSE NOSE 2 -1/8" Frank Zulossa, RRC Rooting Product Control Examiner r<d�riivtl DARE PRODUCT CONTROL NOTICE OF ACCEPTANCE C.A.F. !Materials Corporation 1361 Alps Road \Vaync NJ 07470 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00 -03 :I1/ /20 A p proved: 06/2 /2000 Internet mail address: postmaster ©huildingcodeonline.com MMIAMII - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING (40 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375. CONTRACTOR LICENSING SECTION (303) 375.2527 FAX (303) 373-2353 CONTRACTOR ENFORCEMENT SECTION (305)375.2966 FAX (305) 375-2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -22902 FAX (305) 372.6339 GAF Conventional Built-Up Roof Systems for Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (E3CCO) 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. l 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. Raul Rodriguez Chief Product Control Division Till COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COIMIITTEE 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. •rancisco Quintana. R.A. Director I of 32 \lianti -Dude County 13uildinc Code Compliance Office liomepage: http : / /www.buildingcodeonline.com • s. • ... • •- V 1 1 V g,∎\ 1 1 kJ, 1 Catcg,orv: Sub- Categ,orv: Deck Tyne: Wood Maximum Design Pressure -75 psf Fire Classification: See General Limitation fig TRADE NAiV1ES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Prod AF Asph Concr e Primer ineral Shield1 Granules GAF WeatherCoatV Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROIDID tllod1fied Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS #80 Ultima Basc Sheet GAFGLAS Ply 6. Test Product Dimensions Specification Description 5, 55 gallons ASTM D 4 I Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldD Granules shall be used for flashing applications only. ASTNI 1227 Surface coating for smooth surfaced roofs. 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL Roofing_ BUR Acceptance No: 00- 0331.15 ASTNI D 2524 Fibered aluminum Coating,. Approval Date: June 29, 2000 Expiration Datc: November 04, 2003 ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt Ilashine Cement ASTNI D 4601 Asphalt impregnated and coated glass mat base sheet. ASTNI D460I Asphalt impregnated and coated. fiberglass base sheet ASTM D 2173 Type VI asphalt impregnated glass felt with asphalt coating,. of 3/ ran Zuloaga, RRC Rooting Product Control Examiner URA 1 WIN Product GAFGLAS Flex PIyT • GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN Dimensions 5 sq. roll 45 ib. roll 5 sq. roll 76 Ib. roll 60 Ib. roll various 69 Ib. roll various various various various various various Test Specification ASTM D 2173 Type V1 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 Fiber glass base sheet impregnated and D 3672 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. ASTM D 489 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type 11, UL modified base sheet Type G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 PA 110 PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation 3 of 32 Acceptance No: 00- 0331.15 Product Description Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Frank Zuloaga, RRC Roofing Product Control Examiner A I utIALS CORPORATION Product Tapered GAFTEMP® various PA 110 Composite A Test Product Dimensions Sn eciftcation Description Acceptance No: 00- 0331.15 GAFTEMP® various PA 110 Composite Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Composite A Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Composite N Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Composite N Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard Fiberboard insulation. GAFTEMP® various PA 110 Permalite® Perlite insulation board. GAFTEMP Recover 1/2" thick PA 110 Board Perlite recover board GAFTEMP® various PA 110 High Density High density wood fiberboard insulation. Fiberboard GAFTITE ®gI2 PA I 14 Standard Roofing Fastener GAFTITE ® 14 Heavy Duty Roofing Fastener GAFTITE ASAP Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre assembled GAFTITE Fasteners and metal and pia • 4 of 32 ran Zuloaga, RRC Roofing Product Control Examiner Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 '''A" Ruberoid® 20 Ruberoid® Mop Granule RUBERO[D MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP I70FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS I Test Dimensions Specification 3" and 3 'A" 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. roll 102 lbs. '/. sq. roll 93 lbs. PA 114 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. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 5 of 32 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt' modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane surface Zuloaga, RRC Roofing Product Control Examiner Product RUBEROID® TORCH FR RUBEROID® 30 RLt3EROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion ••• 1 Ilia \ 5 gallons RUBEROID r< 109. Roll ULTRACLAD SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up Roofing Asphalt 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P Test Product Dimensions Snecitication Dcsc rintian Y. sq. roll ASTM D 5147 Heav 90 lbs. Y dut y, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. I sq. roll ASTM D 5147 Non woven fiberglass mat coated with 92 lbs. polymer modified asphalt and surfaced with mineral granules. 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. 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 ASTM D 5147 ASTM D2824, I ' ASTM D312, Types 1, II, III and IV 6 of 32 Acceptance No: 00- 0331.15 Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt ran Zuloaga, RRC Roofing Product Control Examiner Product GAFTEMP Composite A GAFTEMP Tapered Various Composite A GAFTEMP Composite N GAFTEMP Tapered Various Composite N GAFTEMP Tapered Various Isotherm R GAFTEMP Tapered Various Isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGET`r Tapered Edge Strip GAFTEMP PER,`1ALITE® Tapered Roof Insulation ■■ • • •.A■nL• Lk/ Ill UKH L LUNY Test Product Dimensions Specification Description Various PA 110 Polyisocyanurate /wood fiberboard cotnposite Various Various Various Various GAFTEMP Recover 1/2" thick, Board Various sizes Shingle- MateT`r 4 sq. roll Underlayment 30 lbs. GAFTITE® ASAP 500 per box PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate / vood fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam Tapered perlite board PA 110 Tapered perlite board PA 110 Perlite board Tapered polyisocyanurate foam Cut perlite board Fiberglass reinforced shingle underlayment Acceptance No: 00-0331.15 • PA 114 Pre- assembled fastener and metal and plastic plates 7 of 32 ran Zuloaga, RRC Roofing Product Control Examiner TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Pyrox ACFoam 1 Product ACFoam II Hy -Therm White Line Anchorbond Fastener Dekfast Fasteners n14 Dekfast Hex Plate Tes t Dimensions Specification various various various Hy -Therm Nail -line various Hy -Therm SP various Hy -Therm AP various Hy -Therm Stable R various various 2 7/8" x 3 1/4" Dekfast Lock Plate 3" 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. PA 114 Polypropylene locking plate. 8 of 32 Acceptance No: 00- 0331.15 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 current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) 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 EPS Petite /Urethane Composite Perlite Insulation Polyethylene MB aluminum roof coating Dens -Deck • • t..1 \*( %*..J Lulu .mA 1 ION Product Dekfast Fasteners #I4 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer High Density Wood various Fiberboard Test Product Dimensions Sn ccification Desc ri�tion PA 114 Insulation fasteners for concrete decks various various various 4 mil min. various Minimum # 12 Min. 32 ga. x 1 various PA 114 PA 110 ASTM D 312 ASTM D 41 PA 110 9 of 32 Insulation fastener for steel and wood decks. Polyisocyanurate / perlite ridged insulation Type III or IV Hot asphlat bitumin adhesive Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Perlite / urethane composite board insulation Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. Acceptance No: 00- 0331.15 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic generic generic generic generic generic Grundy Industries (with current PCA) Georgia Pacific (with curren PCA Frank Zuloaga, RRC Roofing Product Control Examincr tt 12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexed Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Product Olympic Standard 3" round Olympic Fastener #14 Olympic Polypropylene 3" round various various various 3.25" round Test Product Dimensions Snccificati Descrip 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 PA 114 PA 110 PA 110 PA 110 insulation Polyisocyanurate foam / rockwool composite insulation PA 114 3" round galvalume AZ55 steel plate PA 114 Insulation fastener PA 114 Polypropylene pkstic plate 10 of 32 Acceptance No: 00- 0331.15 Manufacturer ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Insulation fastener and metal ITW Buildex or plastic plate (with current PCA) Polyolefin plastic plate ITW Buildex (with current PCA) Polyisocyanurate foam insulation Firestone (with current PCA) Polyisocyanurate foam NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner Product Olympic Fastener #I2 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board various Paroc Cap Board various Multi -Max various Multi -Max FA various U1traGard Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners #I2 Test . Dimensions Sneci(ication various 3" round PA 114 PA 114 Pre - assembled Insulation fastener and plate PA 114 Product Description Insulation fastener Insulation fastener assembly for Base Sheet fastening only PA 114 Insulation fastener assembly with recessed plastic plate PA 110 Rockwool insulation PA 110 Rockwool insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanuratc foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood decks 1 I of 32 Acceptance No: 00-0331.15 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) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner Rawl Fasteners #14 Rawl 2" Plate 2" round R._wl 3" Plate 3" round Rawlite 3" Plate 3" round Super Prep fl Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP -3 Tru -Fast 1-ID Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck Product Test Dimensions Specification various Product Description PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 PA 121 Roof coating PA 114 3.04" round PA 114 3.04" round polyethylene plastic plate 3.23" round PA 114 3.23" round galvalume AZ50 steel plate PA 114 PA 114 12 of 32 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Insulation fastener for steel. or wood (� Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Acceptance No: 00- 0331.15 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) Tru -Fast vith current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) 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 PA 110 High density wood fiber (with current PC/A) Wood Fiber ndustric th cu cnt PCA) Frank Zuloaga, RRC Roofing Product Control Examiner EVIDENCE SUBMITTED: Test Aecncv Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation Test Identifier FMRC 1996 1.I. 1 V8A4.AM J.(. 2B8A4.AM J.I. 3B9Q I .AM J.I. 0D0A8.AM 1.[. 0D I A8.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM R1306, 87NK1 1819 #3600.02.95 -I #4482.02.95 -1 13 of 32 DescrirDtion 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 Wind Uplift PA 114 Wind Uplift PA 114 Acceptance No: 00- 0331.15 Date 01.01.96 06.28.93 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 08.02.94 07.29.94 Fire Resistance Classification 01.01.93 UL 790 - PA 114 02.02.95 02.02.95 Frank Zuloaga, RRC Roofing Product Control Examiner GAF \I.4TERI4\LS CORPORATION Acceptance No: 00- 0331.15 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: "/ or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS® # 5C AFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, S® 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 '/ " 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. leer C heet) Two or es of GAFGLAS® PLY 4® 6® ply sheet adhered in a full mopping o range and I • s. Optional) One Iv of GAFGLAS® Mineral Surfaced Cap She adhered in a full mopping of approved asphalt applies wit i ng n: at a rate of 20 -40 lbs. sa.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt floo.1 coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. R. 300 lbs. /sq., respectively. Maximum Design Pressure: - psf. (See General Limitation #7) Maximum Fire Classification: See General Limitation #I. GAFGLAS FlexPly 6 or GAFGLAS® PLY approved asphalt applied within the EVT 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 -S -M, N- B- 5 -M /P6 16 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner � - ••• ■■•r%l IV. Wood Deck System Limitations: 30 of 32 Acceptance Nu: 00- 0331.15 1 A slip sheet is required with Ply 40 Flex PIyr" 6 and ply 6® when used as a mechanically fastened base or anchor sheet. ?. '/ Type X uvpsum board is acceptable to be installed directly over the wood deck.. Frank Zuloaga, RRC Rooting Product Control Examiner niner �.J ' J4u VttA 11UN Acceptance No: 00-0331.15 • GENERAL LIMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Rootint; Materials Directory for fire ratings of this product. 2 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 ntechani attached using the fastening pattern of the top layer. cally 3 All standard panel sizes are acceptable for mechanical attachment. When a lie asphalt, panel size shall be 4' x 4' maximum, PP d in approved 4 An overla»» and /or recovery board insulation panel is required on all applications ove r closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the stay be applied using spot mopping with approved asphalt, 12" diameter circles, 2 4 o.c.; or strip base shat mopped 8" ribbons in three rows, one at each sidelap and one down the center of the shut allowing a continuous area of ventilation. Encircling of the strips not acceptable. 6" break shall be placed every 12' in each ribbon to allow cross• ventilation. is 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 psf. 5 Fastener spacing for insulation attachment is based on a Minintttttt Characteristic Forc e (F') value of 275 lbf., as tested in compliance with TAS 105. If the fastener value, as field - tested is b w 275 lbf., insulation attachment shall not be acceptable. c to 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment on a minimum fastener resistance value in conjunction with the maximum design value listed based n v within the specific system. Should the fastener resistance be less than that required, as determin , by the Building Official, a revised fastener spacing Cel pe, Registered Engineer or Architect may be submitted. p Saiid r revised t fastenerssp sed pacing utilize a tilize thze Flo h e withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in � compliance with Miami-Dade Roofing Application Standard RAS 117. Perimeter and corner areas snail comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is s tecificall referred within this NOA, General Limitation #9 will not be applicable.) l y 8 All attachment and sizing of perimeter hailers, metal profile, and /or 'lashing termination shall conform with Miami -Dade County Roofing Application Standard TASI IIand the ��ind I requirements of Chapter 23 oldie South Florida Building Code. c 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones 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 t ' limitation is specifically referred within this NOA, General Limitation #7 will not be his applicable.) 31 of 32 Frank Zuloaga. RRC Rooting Product Control Examiner "t% I.ltlALJ CORPORATION NOTICE OF ACCEPTANCE STANDARD CONDITIONS Acceptance No: 00-0331.15 I 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 . 1 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 32. END OF THIS ACCEPTANCE 32 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued 29. Deck: NC Incline: 1/4 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16-32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC incline: 1/2 Foam: "Poly -iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex U8- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gat /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex 5- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). 34. Deck: NC Incline: 2 Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq. /application (16 -32 dry mils). Surfacing: One application of "Gacoflex A -55 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). 35. Deck: NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gal with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex UB -64 ". applied at 1.1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed w,,tnut shells applied at 7 -8 lb /sq. Surfacing: "Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils). GAF MATERIALS CORP R1306 1361 ALPS R0, WAYNE NJ 07470 "RUBEROiD 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia - Pacific "Dens•Deck "" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in 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 Naltable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS 1175 Base Sheet" or "GAFGLAS 1180 Premimum Base Sheet ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, 8 or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 1175 Base Sheet ", "GAFGLAS 1180 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) For nailable decks ") may be substituted for G1 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 propped or mechanically fastened. 1999 Roofing Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 141 ROOFING SYSTEMS (TGFU) — Continued "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, 8 or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag ale 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 clot Roofing Asphalt ". GAFGLAS 1180 Premium Base Sheet may be used in any of the following systems. Class A, a and C. Ilot 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 G1 "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 GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS 1175 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGL'AS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS 1175 Base Sheet ". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Hype G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. No. RESULT No. RESULT No. RESULT No. RF,SULT No. RESULT 1-5 Passed 21-25 Passed 41-45 Passed 61-65 Passed 81-85 6-10 Passed 26-30 Passed 46-50 Passed 66-70 Passed 86-90 11-15 Passed 31-35 Passed 51-55 Passed 71-75 Passed 91-95 16-20 Passed 36-40 Passed 56-60 Passed 76-80 95-100 NELCO TESTING AND ENGINEERING SERVICES 7 ,1:?1 7 77 oN Lac alz` 1.1.7, COIT: L i..,\Y V■ C72 PROPERTY ADDRESS: 133 NE 91 St'. PERMIT No: 48912 OWNER: PCA No: 99 CONTRACTOR: Century Builders ROOF PITCH: 4:12 ROOFING SQUARES: 22 INSPECTION DATE; TILE TYPE: Verona Low Profile TEST DATE: 6/7/01 JOB NUMBER; R TesUno E rnelt: Di Vol Chatillon DFIS 20 THIS ROOF HAS PASSEID FAILEIU THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY PA 106. 40 Ccuy A;DTCVCC: TosV.np, 20 6 2 56 73 7 2 6 3 55 58 64 7 1 5 74 57 59 70 69 6 7 5 8 68 5 67 2 6 1r 1 TEST RESULT TABULATION "3,CC7ING SKET7C.1-7 1 0 2 0 15 411( )10 41( 5 $;r-1 41 3 9 4 5 " 31 -.. 48 47 46 \ 44 32 \ 43 5 3 5 4 33 38 52 5 1 50 49 17 161 15 14 45 F ront 13380 SW 131 Street, Suite 120, Miami, FL 33186 19 3 5 20 28 37 18 12 10 34 23 36 30 29 2 2 2 7 3 0 1/4,a Rec;ure.d .=c;:c: 35 North Jos Martinez Professiona gineer No. 0031509 State of Florida Voice: (305) 259-9779 Fax: 1-866-3336988 No RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 61-65 Passed 81-85 6-10 Passed 26-30 Passed 46-50 Passed 66-70 Passed 86-90 11 -15 Passed 31 -35 Passed 51 -55 Passed 71 -75 Passed 91 -95 16-20 Passed 36-40 Passed 56-60 Passed 76-80 95 -100 ;f t NELCO TESTING AND ENGINEERING SERVICES CONCENTRATED UU L1 T LOAD TESTING ON ROOF T111IE TO COMPLY WITH MET RO -DAD EE COUNTY PROTOCOL PA -W6 PROPERTY ADDRESS: 133 NE 91 St. PERMIT No: 48912 OWNER: PCA No: 99- 1102.02 CONTRACTOR: Century Builders ROOF PITCH: 4:12 ROOFING SQUARES: 22 INSPECTION DATE; TILE TYPE: Verona Low Profile TEST DATE: 6/7/01 JOB NUMBER; R- 010649 Testing Eauioment: Diaita Chatillon DFIS 200 Miami -Cade County Approved Testing Laboratory Certification No. 00.1102.03 THIS ROOF HAS PASSEI❑ FAILEIU THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY PA 106. 40 62 73 63 72 64 65 6 75 6 7 20 61 60 58 56 s7 10 L 20 59 1 5 5$1N...,1,0 41 3%.....--1A 55 —I 45 '--42� 31 � 48 7I" 53 54 43 30 -. 33 38 69 '4 68 5 2 � 6 3 13380 SW 131 Street, Suite 120, Miami, FL 33186 TEST RESULT TABULATION "ROOFING SKETCH" 8 47 46 \ 44 74 52 51 50 49 17 16 15 14 45 19 34 32 29 35 20 28 18 12 / 37 21 23 36 22 / ' �27 9 10 11 24 2526 �r 1• Front 30 Required Testing Force: 35 lbs. 4 North py Voice: (305) 259 -9779 Fax: 1- 866 - 3336988 to -7 - ao A t t 30 cam; 7F�G - 3 &a -3b 9S' STATE OF FLORIDA, COUNTY OF DADE. j ss MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the 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- .// _ , 19 / Owner's Name and Address_ '� N �..: .. Street____ e Gxl '`L __ Re Architect and /or Engineer ,- Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision. Street and Number where work is to be done State work to be done and purpose of building (by floors)._. ■ Date and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof I oof Covering Estimated Total cost of improvements $ ✓ l Amount of Permit $_.._ "_ : Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under. this permit, as are licensed by Miami Shores Village. Remarks (Signed) ` -( 'C' .�� --, Before me, the undersigned authority, a notary public, duly authorized to administer oaths and {ake 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 axe..true. Permit No .> Disapproved y �_.._ ._ Da te_... c.' / /% Notary Public, State of Florida (Signed) t='' �. II ing Inspector My Commission Expires Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Disapproved (Signed) ...... «..... Buildin Chairman Member Member ...... Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ,19 s .:.... 9.?„:2.,. - . Owner s Name and Address Registered Architect and /or ngincer Name and address of licensed contractor.... / /.L. Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done /` State work to be done d e of building (b floors ..._ .. . , y�urpos !:! Subdivision t • ..1]•]R,'S9 «']22]••• 21] ttf] 1 The undersigned applicant for this building permit does hereby certify that he understands and of labor under the Florida \Vorkmen's Compensation Act, being Section 5966, Compiled General and has complied with the provisions thereof, and will require similar compliance from all coat in the work to be performed under this permit; and will post or cause to be posted for insp or notices as are required by the Act. The undersigned agrees to employ only such subco pennit, as are licensed by Miami Shores Village. Remarks (Signed�'� Read, Sworn to and Subscribed before me. Date .-- •••• - Notary Public, State of Florida Inspector /` My Commission Expires PLANING BOARD _.._ DATE Membcr Member Member �. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kipl of foundation Roof Covering Estimated Total cost of improvements $ # y .... 6 t� 0 ,.0 C7 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 accepts legations as an employer anent Supplement, employed by him uch public notice ormed under this STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _•• 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, 9'" Permit No .. _ —. . Date Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE, FLORIDA BUILDING 0 ELECTRICAL El DATE ' ' PLUMBING 0 1 ' E R M I T N? 9543 Contractor's License No ROOFING n Work to be performed under this Permit_ . / , 1 Owner of /1 Building / , 1 j e.,i_ . , ± t ' (- t / i Architect Contractor or Builder Legal Lot Description Address of Building 4 ) 1 CONTRACTOR OR BUILDER of" • •f Bl. Signed• Subdi- vision Sq. Ft Value of / Project , BY Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specificat• s and that he assumes responsibility for work done by his agents, servants or employees. / // , "`) / e BY " 1 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Date - � ; 19__ ' ELECTRICAL ❑ PLUMBING ❑ PERMIT N 10659 Contractor's , License No. `^ t ROOFING [f" Owner of Building Q Work to be performed under this Permit Architect Contractor or Builder 1 • • t t _sz' Legal Lot 11 Description 11 B1 • s Address of C" j Building /•/ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the I -sork will be performed in compliance with an% plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon sibility for work done by his agents, servants or employees. Signed• - —'' i • j t (INSPECTOR) BY In consideration of the issuance to me of this permit I agree,to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawing ?, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done' by either, myself, my agent, servant or employee. CONTRACTOR or BUILDER Subdi- vision Sq Ft. Value of 11 Amount of Project $ 11 Permit $ BY AUTHORITY f- a Permit No 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 work. Owner's Name and Address + - Registered Architect and /or Engineer ._ Street and Number where work is to be performed —No._ STATE OF FLORIDA, COUNTY OF DADE. S S. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Date__ ,L _ 9 Lam__—_ /± -_____ No.__ Employing Plumber's Name _ Location and Legal Description Lot_ ___ Block No. Amount of Permit $ — _____ —___ (Signed) (Signed) Street Street_ rr , , -'I ,'-i-' Subdivision ,°:„ ' fg'.' ' 1 `,,.' State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Repairs No. of Stories ___________ Size Septic Tank Type of Tank Capacity Gals.___________________. Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well. Size of Soakage Pit. Y Plu � fng Inspector. 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 com- plied 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 under signed agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. My Commission Expires Notary Public, State of Florida Master Plumber. 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. NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS BATH TUBS SHOWERS LAVA - TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT* NS TOTAL FIXTURES CONTR. LI CHECK SEPTIC TANK SEWER CONN. DRAIN FI ELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL CONTR. IST LIST CHECK - Permit No 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 work. Owner's Name and Address + - Registered Architect and /or Engineer ._ Street and Number where work is to be performed —No._ STATE OF FLORIDA, COUNTY OF DADE. S S. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Date__ ,L _ 9 Lam__—_ /± -_____ No.__ Employing Plumber's Name _ Location and Legal Description Lot_ ___ Block No. Amount of Permit $ — _____ —___ (Signed) (Signed) Street Street_ rr , , -'I ,'-i-' Subdivision ,°:„ ' fg'.' ' 1 `,,.' State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Repairs No. of Stories ___________ Size Septic Tank Type of Tank Capacity Gals.___________________. Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well. Size of Soakage Pit. Y Plu � fng Inspector. 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 com- plied 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 under signed agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. My Commission Expires Notary Public, State of Florida Master Plumber. 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. NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the 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 regula- tions 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. a� Owner's Name and Address:4 Registered Architect and /or Enginehr Name and address of-4— of.sligmair contracto Zone cubage required Estimated Total cost of improvements $ Distance to next nearest building— ____—___:�_ Maximum live load to be borne by each floor I hereby suit all the Tans an be sent to STATE OF FLORIDA, COUNTY OF DADE. Permit No. Disapproved _____________ Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT - APPLICATION FOR BUILDING PERMIT (4, _ Date_ specific /' / Location and legal description of lot to e,,built on: t- , Lot-4;44 / s ; ` — __ Block 2 r /Lit - - - -- Subdivisions 40 :AA* =�: =:j1 = c' ..t . s., Street and Number where work is to be done 1'� .te i' _ ,` LE1 State work to be done and purpose of building Dry floors) .__________— ___- - -_-- —_ — -------- - - - - -- __ - -- -and for no other purpose. New Building , _ .-0 ' ___ _Remodeling dition____= _____— Repairs " ` —___ No. of Storie ..P!. & To be construct d of ! -- - - --- Kind of foundatio _A:4444, _ Roof Covering__ A.#k -__' (over) Remarks (Signed) Nn , 1 _Amount of Permit $ Plan Cubage _—___—Size of Building Lot re, m ' ns for said building. All notices with,, reference the the building and its The ungned applicant or this bui sing 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 tractors, on work, be pe ormed under this permit, as are licensed by Miami Shores Village. ,( 414 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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. Date__ Read, Sworn to and Subscribed before me. Notary Public, State of Florida Street ("to -3 p "" /-/ to me well known, Building Inspector My Commission Expires ______ _____,_ - -_ PLANNING BOARD___ _—__— — ____DATE Chairman Member Member Member Member _ Member Council Approved______— _____________ — _______Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 1. General 6 LIST OF CONTRACTORS, SUB - CONTRACTORS, ETC REQUIRING OCCUPATIONAL LICENSES MIAMI SHORES VILLAGE Building Contractor. / /x,/ _ - • / �9 x.3/_ , ' 2 - / /,r6: A n LI A 1/ / is 2. Plumbing, Heating, Ventilating, Air Conditioning and Gas Fitting. . 3. Electrical. . 4. Architects, Engineer, Surveyors, Landscape Architects and Interior Decorators. 5. Excavating, grading, filling and Landscaping. 6. Moving or wrecking. 7. Septic Tank and Drain Field. 8. Brick, Stone, Tile, Cement Block, Concrete and Gypsum. 9. Carpentry, Millwork, Awning and Shutters. 10. Cement, Lime, Plastering, Stucco, Lathing and Cast Stone. 11. Decorating (interior and exterior) , Painting, Waterproofing, Damp-Proofing and Paper- hanging. 1 3 . ° /7 s-� 4 0 12. Flooring, sanding or finishing; wood, rubber, composition, linoleum and other flooring not otherwise specified. 13. Ornamental Iron, Bronze and Steel, Steel Sash, Over -head Doors. 14. Roofing, Sheetmetal and Skylights. 15. Solar Water Systems. 16. Well drillers. 17. Sprinkler Systems of all kinds, including those for Buildings, Lawns, etc. 18. Structural and Reinforcing Iron and Steel. 19. Tile, Terrazzo, Marble, Granite and Cut Stone. 20. Electric Fixtures. 21. . Illuminated Signs. 22. Bridge, Bulk- heading, Drainage Sewer, Water and Gas excavation and Construction, Dredging, Irriga- tion System, Pile Driving, Sea Wall, Paving, Sidewalks, Curb and Gutter or similar work. 23. Every person, firm, co- partnership, Corporation, Association /or other organization engaged in the bus- iness of supplying, furnishing or delivering building materials for any construction project within the Village Limits and not having a regularly established and licensed place of business in the Village. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date& / Job Address c 3.? Mt- 91 / rip.Arra Tax Folio //- ✓ -2062 Legal Description Owner / Lessee / Tenant in Master Permit #355e,75 / ? / &1 7? , • ' � S' Ph Owner's Address ��� /��' 7q^ ‘ 6 / Contracting Co. CO f P/r Address Qualifier SS# - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address \ Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (ROOFING) PAVING FENCE SIGN 014 r/Powy-r it. WORK DESCRIPTION a 96e p tavt�z. UQ r7 .)-t d 7l e4,1 Cu o Cr C -e; I �(tf canc ve+ ic lea Square Ft. 6() s �� • WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construct,ion and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: ** * * * * * * * * * * * * * * * ** FEES: PERMIT 45 RADON C.C.F. APPROVED: Fire Zoning Buildin Mechanical Plumbing Estimated Cost(value) re:- Signature of Contractor Notary as to Contractor or Owner- Builder My Commission Expires: NOTARY 5 + rtua nD - Oa or Owner- uilder TOTAL DUE Other Electrical Engineering BUILDING ELECTRICAL PLUMBING ROOFING Owner of Archi tect Contractor or Builder Legal Description This permit is granted to the contractor or herefor in strict compliance with all ordinances drawings, statements or specifications that may time if the work is not done in compliance with granted is the understanding that the contractor pertaining to the work covered hereby whether done by his agents, servants or employees. CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA DATE Lot PERMIT N° 5278 Building Address of Building Contractor's License No. Work to be performed under this Permit Bl. Value of Project $ Subd i- vision Amount of r' 47, , Permit $ builder named above to construct the building or to install the equipment or device described in the application pertaining thereto and with the understanding that the work will be performed in compliance with any plans have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any such ordinances or if the plans are char jed without authorization. A further condition upon which this permit is or builder named above assumes the responsibility for a thoro•.igh knowledge of the ordinances and regulations shown on the plans or drawings or in the statemt -nts or specifications and that he assumes responsibility for work Signed INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work coveted hereunder in compliance with all ordinances and regulation: Lining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- ing this permit I assume responsibility for al) work done by either, myself, my agent, servant or employee. BY AUTHORITY 195 / X n1 .�, cam 0AN&Q' C3c .,..1 5 >$d'.59 1 6- NED By Vv6 Trf dd= uNPri✓EO 0 TH o f u N Pi9 Pr4R Kw y. pcuc402 belvEI oit) pe=hex(P� g- .5 (ia' If(& 12 ewq(►e. tSD a v Piswk w r�