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485 NE 92 St (8)BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building (� Owner's Name (Fee Sim le Titleholder) 11 1,06 .- 06 t� Owner's Address Tenant/Lessee Name Contractor's Company Name $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) State Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MAY r.C20iO4 ' I Plumbing Mechanical Phone # V Electrical . Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO '\ G'•i Phone #2e1 -- - g /J5 Contractor' ddress /, .t City / � .� / /II/ State Zip Qualifier //' Architect/Engineer's Name (if applicable) Phone # it la3»oy Square Footage Of Work: -) y5 5 r Permit No. ( E' — )a3 Master Permit No. Type of Work: ['Addition ❑Alteration ❑New / ❑ Repair /Replace ❑ Demolition D scribe Work: C teU / (�i4°'74 49 L ` � llG- ®p �� ALe 407 ih e -"ate- /10- A 440;4e Submittal Fee $ 50' 00 Permit Fee $ MO CCF $ 660 CO /CC Notary 0 0 Training/Education Fee $ 6 d 0 Technology Fee $ R/ 5 c Scanning $ 3-- Radon $ .."--- Zoning Bond $ Code Enforcement $ Structural Plan Review. $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Owner or Agent The foregoing instrument was acknowledged before me this ) J day of who is person known to me or who has produced As identification and who did take an oath. NOT : Ll ^/ Sign: �j , , ii., ./ .,2 • L WILSON Comm# DD0314 Print: L �s ; Bonded 8vu (800)432 -4254 Expires 5/1/2008 My Commission Exp Florida NotaryAssn., Inc APPLICATION APPROVED BY: Chc12 /15/03 State ( Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and constru '. • ien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recor commencement must b ed at the job site for the first inspection which occurs seven (7) days after the building rmit is issu: d. n the absence of ch lost notice, the inspection o - a.proved and a reinspection fee will be charged. Contractor The foing instrument was acknowledged before me thi who is personally known to me or who has produced as identification and who did take an oath. NOTAR , My Commis � 9 otkEx I; pires: s (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************************************* ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAY 2 8 2004 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/28/2004 Applicant: S Owner: BARBIERI JOB ADDRESS: 485 NE 92 Contractor WILSON, MICHAEL J Local Phone: Parcel # 1132060140280 Building Permit Permit Number: BP2004 -723 BARBIERI S ST Contractor's Address: 870 NE 122 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 23 LESS W15FT & ALL LOT 24 Fees: Description Amount FEE2004 -5480 Building Fee $100.00 FEE2004 -5481 CCF $0.60 FEE2004 -5482 Notary Fee $5.00 FEE2004 -5483 Training and Education Fee $0.20 FEE2004 -5484 Technology Fee $2.50 FEE2004 -5485 Scanning Fee $3.00 Total Fees: $111.30 Total Fees $1.00 Total Receipts: $0.00 6 (.3 v Permit Status: APPROVED Permit Expiration: 11/22/2004 Construction Value: $540.00 Work: ROOF REPAIR JUJN 0 2 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Master Permit No. Contractor's Name Job Address A Low Slope ❑ Asphaltic Shingles High Velocity Hurricane Zone Uniform Permit Application Form ❑ New Roof ❑ Re- Roofing if . i ._ � - T - r ..._,_ r'T _t ft1 ' ' r T� -. L: i -' Section A (General Information) Process No. ROOF CATEGORY [- r , �-' 1. L - 11 -L- 1 __ L 1 F -r-l_ �. I _ t TI y i r • I�� - L1I -_t L[ i , -- -- - ....:._.. I ' _ 1 Lam.. r '_ : .L_ � , ' 1.1.1. 1...1.L__ . .. I ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles . ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering / % Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustra e all levels and sections, roof drains, scuppers, overflow scuppers and overflow d ains. Include dimensions of sections and levels, clearly identify dimensions of ele ated pressure zones and location •f, parapets. 1 Ji m- , ..-f L 1 f i 1r • L ti r_,, I t : L 1 11 1..E t l .1 .11T _ �i j r ' ' ' i ' --t-i 1 ' : 1-1 ' ' j ---: �- t_ - L-f -r_t -r- 1 - - ' l..t i .i. • 1 is ; 7 I I r r r j r r • -i_L�Z� •I '1 r� - 7 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Dace ���� �/ Job Address «) ,47E 702 S 7 Tax Folio Legal Description Historically Designated: Yes No 1 1� � � Owner/Lessee / Tenant ...pe) T U li s4i$ / / irY Master Permit # ( / � � R Owner's Address y - 7 �� }/d? / /2 c Contractin Co. Dive , % rr0 /er Qualifier /2i/7 /e Phone ?)2 7 r Address 7 S SS #,? Phone 26Y Municipal # 3D - Z(/?( Competency # ( Ins. Co. C- -rna1' /7//sa rggre, C 0 /Sze / State # 66 61Y) 3 Architect/Engineer Address Bonding Company Address Mortgagor Address �� Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFING WAVING FENCE SIGN WORK DESCRIPTIOI(R G CO 0 F fic /1 °b-/ 0 "; Clo 3)(. /2. y, M✓ f 017 fileir-o //.4/ J Square Ft. 30 Estimated Cost (value) /3 W4 oc " WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Si�rr e of owner and/or Condo President Date 1 Notary My Commission FI E3'RUDBECI( NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC830513 MY COMMISSION EXP. APR. 26,2003 FEES: PERMIT 7 RADON Date APPROVED: Building Zoning g ;Sit° fr Mechanical Plumbing /0 -P Signature of Contractor or Owner - Builder Date Notary a; to Con er My Con ComthitgiBARERIBMIC STATE OF FLORIDA COMMISSION NO. CC830513 MY COMMISSION EXP. APR. 26 2 C.C.F. Q • NOTARY BOND 3C 0 TOTAL DUE 0/' co Electrical Date Engineering NOTICE OF COMMENCEMENT A RCCORDED 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 properly, 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' G/�" 3 / So2 5 W''K/ S 2. Description of improvement' 7 3. Owner(s) name and address' Dq' c7 f 4- ,, -- .Ci�,r /.-, {$7 X77 /77/ /4/ 1 /9r ,Oii. 1 Interest in property' •`:v/n P Name and address of tee simple titleholder 4. Contractor's name and address' (7/C / � /''? ( 5. Surety: (Payment bond required by owner from contractor, if any) Name and address* Amount of bond: $ o. Lender's name and address: y .h 7. Persons within the State of Florida designated by Owner upok,w iorr%nv as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address* Slpnewre of Owner Print Owner's Name Notary Public Print Notary's My Commissio ISSION NOTARY 99R249202 1999 MAY 13 10:30 — s or other documents may be served 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as pro- vided in Section 713.13(1)(b), Florida Statutes. Name and address* 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date in specified) Sworn to and subscribed before me this day of _, 19 Prepared by: ? " ' � i�� - � / / e � 7�' %'il• [ r:eit 4. Address' ��S ��l ✓/4 � 123.01 -78 8/96 DETAIL 1. & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: (��� c - r C -"'r.; 'Job Address: /( ( ,—, ROOF CATEGORY r_3 (Low Slope Application) ❑ (Nail -On Tile) © (Mortar- Adhesive Sct Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof :Et Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') k20 Sloped Roof Area (ft') ? V V Total (ft') () Master Permit No. Exposure category (per ASCE 7 -88): c Building Classification category (per ASCE 7 -88 table 1): . Ft. A V Ft. A V -car- / 4 / -/s -P /r /V 09.--15 7S erpS S/ P e f Deck type: /mil 7 ATTACHMENT Fastener Type: // ./ .5_,1 SPACING ROOF HEIGHT AND SYSTEM DETAILS ' (Draw details as needed) //' !/ Field: / Perimeter: l Corner: tx Page -1 ROOF PLAN Ridge VentlIstion7 f 1 Deck type: MEAN HEIGHT 1 Appendix "E " UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Underlayment: t2- ROOF P LOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION • rt lion: Fastener type & spadng: Cap Sheet: (7/C,.1 livid .7 :�t1/ `0 ��� ;�E' - 1 ifrfr/i0 V7-',4/Z Roof C overing: Drip edge: S TILE CALCULATIONS (Pmaxl: 7k x (Aerod Multiplier): 1 Z ) - M 6, = M // PCA: //K 90 (Pmax2: /h(,? X v (Aerodynamic Multiplier): ' L5 ) - M . =Mr2: Z Z , PCA: /iS' 73 (Pmax3: 14 X ? (Aerodynamic Multiplier): (Z ) - M (o( = M z], 0 S PCA: /�Y rJ ATTACHMENTS R:QUIRED 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 ?RODY.tCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11501 Northwest 117th Way Medley, FL 33178 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372-6339 Your application for Product Approval or: Metro Roof Tile, Nnil - On, Mortar Set, or Adhesive Set "Concrete Flat" Roofing Tile under Chapter 8 of the Miami - Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. and Tertwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2-11 and the standard conditions on page 12. This approval shall not bevalid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Codc Compliance Office reserves the right to revoke this approval, if k is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 98 0423,09 Renews: 94 1222.14 EXPIRES: 06/04/01 aul Rodrig tez P roduct Control Supervisor TIdISSJS THE COVERSI SI I AI)I)ITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTf:1 This application for Product Approval has been reviewed by the Miami -Dade County Building Codc Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. r ' (4 Charles Danger, P.E. Director Building Code Compliance Dept, APPROVED: 06 /04/98 1 Miami -Dade County IntprnP1 mNII address: ooslmsster (Tbulldingcodeonllna.com Cat Homepage: hltp : //www.bulldingcodeonlIne.coI METRO ROOF TILE INC. Product Control No.: 98- 0423.09 Test Product Product Dimensions Specifications Description Metro RoofTile I = 16" PA 112 Flat, interlocking, high pressure Concrete Flat w = 10" • extruded concrete roof tile I -'/" thick equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces Product Rainproof 11 Ice and Water Shield TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1= varies w = varies varying thickness ° TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Lenzingtex -Z13 140 59" x 164' roll PA 104 Single ply, nail -on Lenzing Underlayment 22 Ibs /roll underlayment. Performance, I nc. with current PCA PA 112 Test Product Dimensions Specifications Description Manufacturer 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll I'A 104 Single ply, nail -on Protect -O -Wrap, undcrlayment with Inc. 2" self - adhering top with current PCA edge.. .PA 101 Page 2 of 12 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Self- adhering underlayment for use as a top ply in two ply underlayment system with Approved 1130 or 1143 as the base layer. W.R. Grace Co. with current PCA ran Zuloaga, RRC Rnnfina Prnrhirt Cnntrnl Rrnminrr METRO ROOF TILE INC. Product Control No.: 98- 0423.09 Product Roofing Nails Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM') Roof Tile Mortar ,, Roof Tile Mortar ") Roof Tile Mortar CBONSA Le Roof Tile Mortar Mix ") Test Dimensions Specifications min. 12 ga. with PA 114 3 /8" head _Appendix E vertical min. 1" x 4" horizontal min. 1" x 4" for use with vertical battens or • rain. 1" x 2" for use alone min. 8d x 2'4-" or min. I0d x 3" 118 x 2A" long 0.335" head dia. 0.13I" shank dia. 0,175" screw thread diameter N/A N/A N/A Wood Preservers Salt pressure treated Institute LP - 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 Page 3 of 12 Product Description Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tilt applications. Prepared mortar mix designed for mortar set roof tile applications. Mnnufncturcr generic generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete 'Construction Products with current PCA W.R. Bonsai Co. with current PCA Frank Zulongn, RRC Roofing Product Control Examiner METRO ROOF TILE INC. Product Hurricane Clip & Clips PA 114 Corrosion resistant 'Fasteners min. % :" width . Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clin fasteners plastic attachment min. 8d x I'h" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Page 4 of 12 Product Control No.: 98- 0423.09 Test Product Dimensions cifications Description Manufacturer • Roof Tile Adhesive N/A PA 110 Adhesive designed Polyfoam Products, (Polyproe Al-1160) for use in roof tile Inc. applications. with current PCA generic Frank Zuloaga, RRC 17r,r, Prirtiirt Control Fxnminrr .METRO ROOF TILE INC. Product Control No.: 98- 0423.09 Test Agency, Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redlnnd Technologies r Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. EVIDENCE SUBMITTED Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix III 94 -084 94-060A 7161 -03 Appendix II Report Dated Aug. 1, 1994 P0631.01 PO402 Project No 307024 'I'cst f1MDC -73 Lab ll: EA -22 Tech: G. Suarez Page 5 of 12 Tcst_N Static Uplift Testing PA 102 Static Uplift Testing 1'A 102(A) Static Uplift Testing PA 101 Static Uplift Testing PA 101 Window Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA-I08 (Nail -On) Wind Tunnel Testing PA-108 (Mortar Set) Withdrawal Resistance Testing of smooth vs. screw shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Date Dec. 1991 Dec. 1991 Mny 1994 March, 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Zulonga, RRC Roofing Product Control Examiner METRO R )CF TILL: INC. 'roduct Control No.: 981)423.09 'SYSTEM ! : Direct Deck Application Deck Type' Wood, Non•insulat.tI Deck Dcst+ .plion: New construct 19 /32" or greater pl vot plank. .Slope Ran; 4":12" to 7 ":12" Note: System 13 s only acceptable in 11 .:: „ •,pe range. For slopes 1,: :s than 41 ":12 ", rcfcr System A. for : t.;t ; in excess of ", re to System C. • Undcrlayt:Icnl: Rooting') le: Cotttntcn sYS >I EMS install undcrlayt nt in eomphan tit Miami -Dade County Rooting Application Standard PA 118. Install tilt in cc:mplianec with Main: I c County Roofing Ap :)iicntion Standard PA 118 (Sec "Data for 1.tta '0 1t Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywt ' : an acceptable substrate. I "tgc 6 of 12 I Luloaga, RRC METRO ROOF TILE INC. Product Control No.: 98- 0423.09 SYSTEM C: Horizontal Batten Application Deck Type: Wood, Non - insulated Deck Description: New construction 19 /32" or greater plywood or wood plank. SYSTEMS (CONTINUED) Slope Range: 4 ":12" or greeter Note: hlorizontnl battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4":I2" to 7 " :12 ". For slopes less than 4 ":lZ ", refer to System A. Underlayment: Install underlayment system in compliance with Miami -Dade County Roofing Application Standard PA 1 19. Horizontal Battens: Install horizontal battens in compliance with Miami -Dade County Roofing Application Standard PA 119. Roofing Tile; Install tile in compliance with Miami -Dude County Roofing Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 1 S/32" plywood is an acceptable substrate. Page 7 of 12 Frank Zuloaga, RRC Rnnfinr Prnrli,rt rnntrnt t xnminer • METRO ROOF TILE INC. Product Control No.: 98- 0423.09 SYst rMs (CONTINUED) SYSTEM 1): Mortar or Adhesive Set Application Deck Type: Wood, Non - insulated Deck Description: New construction 19 /32" or greater plywood or wood plank. Slope Range: 2":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Install underlayment system in compliance with Miami -Dade County Roofing Application Standard PA 120. (See System Limitation 115.) Roofing Tile: Comments: 1. For re -roof applications, 1 5 /32" plywood is an acceptable substrate. Install tile in compliance with Miami -Dade County Roofing Application Standard PA 120. • (See "Data for, Attachment Calculations" included in this • Approval.) Page 8 of 12 Frank Zuloagn, RRC Roofing Prbduct Control Examiner METRO ROOF TILE INC. Product Control No.: 98- 0423.09 SYSTEM LIMITATIONS I. The standard minimum roof pitch for Metro Roof Tile's "Concrete Flat", flat profile tile shall comply with Miami -Dade County Roofing Application Standards PA 118 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 1 System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in . compliance with Miami -Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Concrete Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited Testing agency, in compliance with Miami Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for 'identification in the field. Applications for•roofing permits shall include a completed Section 11 of the Uniform Building Permit, n copy of Metro Roof Tile's current specifications and details, a copy of this Product Control Approval and n copy of the Product Control Approval any Rooting Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Miami -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Miami -Dade County Protocol PA 11 Appendix W. Page 9 of 12 Frank Zuloaga, RRC n'rr;nn Prh■thrrt rnntrnt PNnminrr Tile Profile Tile • Application Attachment Resistance & ire Roof Tile Concrete Flat °° Mortar Set 39.00 Adhesive Set 118.90 Tile Profile X (ft') Batten Application X (ft') Direct Deck Application Metro Roof Tile Concrete Flat 0.27 0.29 Table 2: Restoring Moments due to Gravit - M, (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Batten s Direct Deck Batten s Direct Deck. Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Metro Root' Tile Concrete Flat 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft -tbf) for Nail -On Systems Tile Profile Tile Application 1 Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Metro Roof . Tile Concrete Flat Battens 4.90 7.40 5.40 9.10 24,20 34.80 2110 32.20 Direct Deck 9.80 18.80 25.30 41.30 24.30 35.50 19.00 31.90 METRO ROOF TILE INC. DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - X (ft' Product Control No.: 98 0423.09 Data noted in Table 3 is for instal ation wi h a 3" tile headlap. 2 , Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment — M -Ibf) for Mortar or Adhesive Set Systems Page 10 of 12 Frank Zuloasa, 1211C Prnrinr•t rnHtrnl r'v,,minrr METRO ROOF TILE INC. 2 ' �= 16 10 10 PROFILE DRAWINGS 16' MprritO Roo, .'1'11,1;; CEMENT FLAT TILE Page 11 of 12 Product Control No.: 98- 0423.09 Frank Zulonga, RRC Roofing Product Control Examiner ' METRO ROOF TILE ENC. Product Control No.: 98- 0423.09 Metro Roof Tile, Inc. ACCEPTANCE NO: 98- 0423.09 11501 N.W. 117 Way APPROVED : June 4. 1998 Medley, FL. 33178 EXPIRES : June 4, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered nfter n 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. 1 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 n revision application with appropriate fee) and granted by this office. 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. limy portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resented by the engineer. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Acceptance contains pages 1 through 14. END) OF TIIIS ACCEPTANCE Page 12 of 12 Frank Zuloaga, RR Roofinp Product Control Examiner t PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: GAF Ruberoide Modifed Bitumen Roof for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc, Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: ..11/06/00 1 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 1 BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used 'n 9 County, Flj i� under the conditions set forth above. 1 Charles Danger, P.E. Director Building Code Compliance Dept. Approved: 11/06/97 Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 I UUUII l.)I 141. Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 Frank Zuloaga, Roofing Product Control Examiner f Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design 'Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Product Control No. , - U80 I_I Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 61 Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF ]etblak All Weather Plastic Cement C GFGLAS #75® GAFGLAS #80 Ultima"' Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyT 6 GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 5 Gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 lb. roll ASTM 1227 ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 5 sq. roll ASTM D 2178 76 Ib. roll ASTM D 3909 Page 4 of 61 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. • Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. rank Zuloaga, Roofing Product Control Examiner Product RUBEROID® Modified Bitumen Adhesive 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 GAFTEMP® Composite Test Dimensions Specification 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 60 Ib. roll various 69 Ib. roll various various various various various various various ASTM D 4897 D 3672 ASTM D 489 D 3672 Product Control No: 97- 0804.14 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations.. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high dens t oard;ur-Permaiite— .. perlite insu a s: . .,G Zuloaga, Roofing Product Control Examiner Page 5 of 61 Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NIB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR R UBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule Test Dimensions Specification 3" and 3 '''A" 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 IUUU4l I.,IHIIIUI 1 4U. ! Product Description PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. 3" and 3 Y2" PA 114 Round polypropylene stress plates. 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D5147 Page 7 of 61 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. 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. Frank Zuloaga, Roofing Product Control Examiner Product RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (meta and plastic) GAF Aluminum Emulsion GAF Built -Up Roofing Asphalt A RUBEROID® 109. Roll ULTRACLAD®SBS 101 lbs. Test Dimensions Specification 3 /4 sq. roll 93 lbs. 3 / sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, bulk RUBEROID MOD 60 lb. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types I, II, and IV Page 8 of 61 Product Control No: 97 0804.14 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. 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 Frank Zuloaga, Roofing Product Control Examiner Product Dekfast Lock Plate Dekfast Fasteners #15 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nat Test Dimensions Specification 3" x 3 1/4" various various various various 4 mil min. various Minimum # 12 PA 114 PA 114 PA 110 ASTM D 41 PA 110 PA 110 PA 110 PA 114 Product Description Polypropylene locking plate. Insulation fasteners for concrete decks ASTM D 312 Type 1I1 or IV Hot asphlat bitumin adhesive Asphalt Primer Extruded polystyrene insulation PA 110 Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Page 11 of 61 Product Control No: 9 / - 08U4.14 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA.) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) generic generic generic generic generic generic generic generic generic uloaga, Roofing Product Control Examiner MB aluminum roof coating Dens -Deck #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ ISORoc Product E'NRG'Y -2 Test Dimensions Specification Min. 32 ga. x 1 5/811 various r 3" round various various various PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 insulation fastener steel, wood or concrete decks PA 114 insulation fastener PA 114 PA 114 PA 114 PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Page 12 of 61 Product Description Corrosion resistant circular discs. Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Polyisocyanurate foam / rockwool composite insulation I'IUUUI(LVIIUUI I +U. u„01.11 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Frank Zuloaga, Roofing Product Control Examiner C Test Name Agency/Identifier Factory Mutual Research Corporation Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 • Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research, Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Trinity Engineering Underwriters Laboratories, Inc: Dynatech Engineering Corporation Current insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift PA 114 Fire Resistance Classification UL790 -PA 114 Wind Uplift PA 114 TEST REPORTS FMRC 1996 J.1. OT4A 1.AM J.1. 1V8A4.AM J.I. 1 R 1 A6.AM J.1. 0T2Q4.AM J.I. 0Q6A6.AM J.1. 3X3A2.AM J.I. 0Y9Q5.AM J.I. 1B9A8.AM J.I. 3D4Q2.AM 4483.04 97 -1 R1306, 87NK11819 #3600.02.95 -I Report Page 16 of 61 I'rOUuct Lunhut i' u. 'l i-Uou 1. i •1 Date 01.01.96 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 rank Zuloaga, Roofing Product Control Examiner Test Agency/Identifier Dynatech Engineering Corporation Product Control No: 9 /- U80 Name Report Date Wind Uplift #4482.02.95 -1 02.02.95 PA 114 Page 17 of 61 Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1'tuduct Lunttul 14o: 9 / -Uc,U . 1 , + 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275•Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 60 when used as a mechanically fastened base or anchor sheet. 4. 'V2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 Zuloaga, Roofing Product Control Examiner 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro-Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter. 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct . application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of 61 f'IUUULI 1..outiuI IVU: 'J /-Uuu 1.1 + rank Zuloaga, Roofing Product Control Examiner 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 Frank Zuloaga, Roofing Product Control Examiner GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 1 1 01 • tit , o ■■■• NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who dl iginally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. • 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examincr 4 • SBS Wood, Non - insulated New Construction or Reroof 19 /" or greater plywood or wood plank decks 72 Membrane Type: Deck Type 1: Deck Description: System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly"'' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID' 20 applied to the deck with approved annular ring shank nails and minimum 1 ' / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: (Optional; Ong, two, or three plies GAFGLAS,P _40, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Kubero Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ru oid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an anplicatior_.__te�f -1�2 Qal sq._ Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coa: of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. Maximum Design Pressure: -45 psf (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 2 ":12 "; See General Limitation 113. Specification No.: Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gat /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. 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). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): 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). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type GI, 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). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. 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). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more Layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. niin. Base Sheet (Optional): One or more layers of Type GI, 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). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS it75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU) — Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS f175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 1175 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of " Ruberd Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. 1 F • 16 F' 31 P 46 2 ? 17 32 47 3 f. 18 33 48 4 P. 19 34 49 5 20 35 50 6 21 36 51 7 22 37 52 8 23 38 53 9 24 39 '. 54 10 25 40 55 11 26 41 56 12 27 42 57 13 28 43 58 14 29 44 59 15 / 30 ' 45 " 60 " PEDRO A. HERNANDEZ, P.E. , P.A. p.o. box 650127, miomi. Hondo 33165 / 13216 s.w. 46 lone CONSULTING ENGINEERS Client: 0 L4v .G-- 46 Permit # Roof area (approx.): 2,220 sF Roof Max. Height: /5 T Date Tested: < i-N6. 7' X991 LOCATIONS/ RESULTS Roof tiles installation comply with South Florida Building Code 3401.11 (b)(1)(ee) and Dade County Protocol PA 106 P =Pass F =Fail FIELD STATIC UPLIFT TEST FOR MORTAR SET TILE SYSTEMS Date: Job Address: 46 E Type of Tile: tile - La)iT, C1-Cr - tiGrl,e, Roof Pitch: . 12 Date of Tile Installation: -- /" 97 Uplift pull: 35 II s. Lab Certificate No. 94- 0909.01 er' t.- •• V.• . . . . , ----4-. . I \ __ _ I . . I . -- t - r . , ; 1 1 I 1 , — - i i Srlift..- i I I I i i . I • ■ 1 ......., I I I I . [ 1 I 1 i I I I 1 A 1 r 1 I , i MI 1 ! i i All i 1 i ; I i I I I 1 , 1 i , r : I- 1 f : 1 go.■ ■..... L.- ■ .. ..r..... 1 . _L 33 .-.-n- i ii? I I , , Mi i I I 1 , i i i . 1 I 1 'VC I I . " 1 I i ■ i 1 1 i . . • , t . . ; 1 5 . i . ,,,. I , ...._., r ,._ __ i 1 ,C i i I I : I . -.-- , , !.3 ' 1 I — I — ! , , , I , . 1 . , • : , . . ■ ' • --_-_._ I / / / I . _ 1 _ _ a .,_ .,_._ _ _ ; ' • -_. 1 • • 0 i Pk. :H E - - , - • I 4. 7. .' ' ''175 • - '..P, G ic IF' / C ,,'•:', ; tr \ ,- . ; .. . 4 . i 1 t ._..1___ .._ . . 1 i i . .___..... . 1 1 : c ...., i . cA 1 _.......... ,,_ , , . 1 ..... , L t I I / - . _..2._.".-'77 -• .- I 1 ; ! , - PEDRO R. HERNANDEZ, P.E., P.R. p.o. box 650127. miomi, florido 33165 / 13216 s.w. 4.61one CONSULTING ENGINEERS 1 PROJECT: t- - -- „- .01'''''''lli ler: 1.• -4 ' l•-•••• , i - 4 1,:.'-‘, , :, - 1 401 0 11 e I i I ttn +WI- —.T. 1 1 f t f t I ' • 1 ' - I I ' I , i t ; 1 : 1 1 i t ' i 1 i 1 --" ..t...-•..... - .......- ...' .,-- - -4- .... ....----.--... --.L.It—. 1. t l • ' . - • 1•• •• •- - - • - - ■ - COMP. BY: CHK. BY: C p 3-cra--E1 itA z DATE; r ,27/ 1 77 - iy V 4 SHEET NO: Q ; 1 16 f' 31 P 46 2 i 17 32 47 3 f. 18 33 48 4 P 19 34 49 5 20 35 50 6 21 36 51 7 22 37 52 8 23 38 53 9 24 39 _. 54 10 25 40 55 11 26 41 56 12 27 42 57 13 28 43 58 14 29 44 59 15 / 30 ' 45 " 60 PEDRO A. HERNANDEZ, P.E., P.A. p.o. box 650127. miomi, Rondo 33165 / 13216 s.w. 461one CONSULTING ENGINEERS P =Pass F =Fail FIELD STATIC UPLIFT TEST FOR MORTAR SET TILE SYSTEMS Client: 0 u kie—___ 3 cT Permit # 4472a Roof area (approx.): 2,2240 Roof Max. Height: /5 Date Tested: < �Ne 96 /99 LOCATIONS/ RESULTS Date: 7 /l� �j - Job Address: ! • /\)E Type of Tile: Roof Pitch: . =3:1 Z Date of Tile Installation: --4)A* 7 77 Uplift pull: 35 IIs, Roof tiles installation comply with South Florida Building Code 3401.11 (b)(1)(ee) and Dade County Protocol PA 106 Lab Certificate No. 94- 0909.01 T-- i i ' f7� '+ I i . ' _ ._. _._ Za j �_ f�J �/� • _ 1 .. i3�; il 1 Adir Alnl 1 it fiT1�� 1 1 " ; 1 i i ; i I r I ' 1 1 • 1 t� . ; --s i ; 1 , + i rI° r J . r r s_ : 1 PEDRO A. HERNANDEZ, P•E., P.A. p.o. box 650127. miomi. florido 33165 / 13216 s.w. 46 lone CONSULTING ENGINEERS COMP. BY: c� CHK. 8 PROJECT: 485 E, oc � 1 , /tits DATE: .JviJE V �(• 4 M ! dJ / c5 JJ77O/J. • SHEET NO: 43#.3 Street and Number where work is to be done MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address 1 CL a_ - o 11 11 Registered Architect and/or Engineer A Name and address of licensed contractor r + - PQ t --► r?-& 0fy°,v:;p Location and legal description of lot to be built on: �. - h , 4 Block - hi e / i.J +' Lot Block Subdivision 1".f r� // J �!/ �J � "/ :f �4' q 2 sr State work to be done and purpose of building (by floors), state exterior colors (submit samples) and for no other purpose New Building Remodeling Addition Repairs Pa i n No of Stories Remarks (Signed) 1991 No. 4 O Street) E 2 ST Date To be constructed of Kind of foundation 2 Roof Covering Estimated Total cost of improvements S g 0 O Amount of Permit S 2 EIS _' re2 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agre . to employ only such subcontract. on work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoin: application. and that he did sign the same. and that all facts therein by him stated are true. Permit No Disapproved (Signed) 3 4 0 O / Date / / Read. Sworn to and Subscribed before me. Building Inspector Date Notary Public. State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Name and address of licensed contractor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein. described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida. and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. paw January 30 i9 9?. Owner's Name and Address MS WITTE No. 4 8 5 1\T Street 92 Registered Architect andtor Engineer Pan .Am Roofing Co 1360 N W 29th Sc Miami 9 FL 33142 Location and legal description of lot to be built on: Lot OVLh 5 ff lock _ 1 Subdivision g . // 71,46 /1 AgD Street and Number where work is to be done 4 forth East 92nd Street Miami Shores 9 FL State work to be done and purpose of building by floors). state exterior colors (submit samples) Gravel roof ]_n at the flat section as per South Florida Bldg, Code, 34032 and for no other purpose New Building Remodeling Addition Repairs No of Stories To be constructed of Kind of foundation 11 Roof Covering Estimated Total cost of improvements S 1 9 400 00 Amount of Permit S 4 ®® Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida 1Corkmon'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 subcontractors 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 e ploy only such subcontractors. on work to be perforr.wu under this permit. as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who. being by me first duly sworn. upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are tree Permit No. Disapproved (Signed) }SS. Date \P�� Date 1,23 27 Read. Sworn to and Subscribed before me. Notary Public. State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials andior workmanship. BUILDING ❑ MIAMI SHORES VILLAGE FLORIDA Date— 194 ELECTRICAL ❑ PLUMBING ❑ PERMIT N9 9596 Contractor's 0, S c ti License No. l ROOFING ❑ 0 Work to be performed Owner of Building � / ' iv 5 ( Architect Contractor 6 re's _, i+ or Builder Legal Lat Description BI Address of Building d if ! t'" .� '" 7 fr it ' ^F / 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 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 but }}der named above assu es the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shoy/n on the plans or dra trigs or in the statements or specifications and that he assumes respon- sibility for work done by his agents, se a ore oyees. /1 f 1 Signed In consideration of the issuance to me of this permit I agree to form the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, s ments or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b ither, myself, my agent, servant or employee. CONTRACTOR or BUILDER under this Permit 2 :c t. 4 Ar C 1 ' • BY Subdi- vision Sq. Ft. Value of Project 77o 1(IH31SPECTOR) BY 11 Amount of 11 Permit $ AUTHORITY 3 Street and Number where work is to be done 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 budding during progress of the work. Owner's Namc and Address . YLat �� Q"^-4- No. fa Street C i '" Registered Architect an or Engineer. - ,,.,a.,,t.,,...,, Name and address of licensed contractor .1i /� C ..e.. .., p _._ z Location and legal description of lot to be built on: Lot Block Subdivision State work to be done and purpose of building (by floors ) . e STATE OF FLORIDA, COUNTY OF DADE. j ss. Permit No. Disapproved (Signed) Date .._... and for no other purpose. New Building Remodeling Addition Repairs?,-Z7 No of $tortes. . / �� , , To be constructed of kind of foundation. Roof vering(J' �� l� Estimated Total cost of improvements $ " 2 /" Amount of Permit S. i " ¢t • 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 mit ll the pl s andtspecifications for said buildin . All notices with r er ce to the b 'ldin and its construction may be sent to c I :d't 1 0� : (sa Z z • r . s t p c The undersigned applicant for this bu ilding permit does hereby certify that he understands and accepts his obligations as an employer of Libor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, 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 arc required by the Act. The undersigned agrees to employ only such su bcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remnarks... (Signed) C. Date � ►Y___ Read, Sworn to and Subscribed before me. Notary Public, State of Florida Buildtsr Inspector / My Commission Expires Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him ted arelrug, I to me well known, PL4NNINC 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 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. Name and address of licensed contractor Street and Number where work is to be done 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. fiugust 5, 19 55 Date Owner's Name and Address James H. Townsend No Street Registered Architect and /or Engineer SheetMetalSpec. Co., 573 T. State work to be done and purpose of building (by floors) __ ____ Roofing on new residence W. 71st St., Mimi 50,F1a. Location and legal description of lot to be built on: Lot Block Subdivision 485 IT. E. 92nd Street, Miami Shores Building Inspector My Commission Expires - -- and for no other purpose. New Building ___________ Remodeling Addition Repairs No. of Stories One To be constructed of C • B • S • • Kind of foundation Roof Covering Tile & built up Estimated Total cost of improvements $ 795.00 _Amount of Permit $ 5.00 Zone cubage required _ _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) SHEET METAL SPECIALTY COMPANY STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the i of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date _ Notary Public, State of Florida ( Signed) 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 aterials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address. _..1. - Registered Architect and /or Engineer Lot Street and Number where work is to be done Remarks Name and address of licensed contractor �.: ' Location and legal description of lot to be built on: Subdivision , Block State work to be done and urpose of building (by floors) ate � 1,/ , ; 19 fi No rd_ Street t' j y STATE OF FLORIDA, !` COUNTY OF DADE. J f and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $_.._A_? .`. 1 Amount of Permit $ Zone cubage required -Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent 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 on sucli subcentr�ctors, work to be performed and thi , permit, as are licensed by Miami Shores Village. / f , . � , , 41 ,` l' V , " p , f ° V . L..1 .1 t (Signed) 1 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 1, ' Date ! Read, Sworn to and Subscribed before me. Disapproved Date (Signed) ■ Notary Public, State of Florida Building InspectpT N My Commission Expires ANNING 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. Own r s Name and Address._. _ c. 3.z-v- lazed Architect and /or Engineer. _ Name and address of licensed contractor_ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT AcL�I ca:ian is) c::eby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - is3 or cenca E.Z a herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shares Village x'losida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and segrhadc; s of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans a d .. ecifications must be kept at building during progress of the work. ciff Location and legal description of lot to be built on: Lot_. _ Block Street and Number where work is to be done STATE OF FLORIDA, COUNTY OF DADE. ss Before me, peared Disapproved ____ _ (Signed) __ PL/IAiNING BOARD_ Subdivision_ Date • --- - - -• -- -- - -- • - •-- -- - -- - 7�' (((y}}.... No State work to be done and purpose of building (by floors)_ 1'? and for no other purpose. New Building Remodeling _____ ___. Addition__ Repairs No. of Stories. be constructed of Kind of foundation Roof Covering_2C2_ Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required plan Cubage__ -- Distance to next nearest building._ ___ . Size of Building Lot Maximum live load to be borne by each floor.__ II hereby submit all the plans and specifications foi said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit doe hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act. being Sec :ion 5966, Compiled General Laws of Florida, Pennanent 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 su bccon � tractors, on work to be performed under this permit, as are licensed by Miami Shores Village. PI v G - 4° s' Remarks_ . _ (Signed) b F } ! undersigned authority, a notary public, duly authorized to administer oaths and take a,:'caowledgments, personally ap- - - -- -- - - to me well known, and echo, 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. Permit No Date_ Notary Public, State of Florida - - -- - -- -- Building Inspector y Commission Expires_. DATE Carman 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.