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900 NE 100 St (8)IRT Bob Tedder, RRO, CSI, RCI State of Florida Authorization Number 0008172 President, Senior Consultant ETS 7779 Miramar Parkway Miramar, Florida 33023 RAS 106 Report Permit # 46971 To whom it may concern: Pursuant to your request, INDEPENDENT ROOF TESTING and Consulting of South Florida (IRT), performed uplift tests on the tile roof system at the above address. The roof is approximately 3340 square feet in area and was tested at thirty-three (33) locations. The tiles, Altusa Clay tile, had been installed using the "Foam Application" method. The uplift tests consisted of placing a load test device manufactured by CI3ATLLLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. The roof passed in accordance with Dade County Protocol RAS -106. IRTs responsibility in this project was specifically uplift testing to a specific force of thirty five (35) pounds in accordance with Dade County Protocol, RAS -106. No other conclusions or observations are expressed or implied. IRT appreciates this opportunity to be of service. If you have any questions, or need additional information, please do not hesitate to call. ubmitted, c Tedder, RRO, CSI, RCI INDEPENDENT ROOF TESTING of South Florida, Inc. BT /dr Sealed contents: Includes Roof Plan, 281 NE 32 Street Independent Roof Testing & Consulting of S. Florida, Inc. July 24, 2000 Re: Single Family Residence 900 NE 100 Street Miami Shores, Florida IRT #00-0469 Go Richard S. ates, PE Florida. PE #0036671 Oakland Park. Florida 33334 Phone: (954) 630 -0201 Fax: (954) 630 -0506 60' Single Family Residence 900 NE 100 Street Miami Shores, Florida IRT# 00 -0469 ROOF PLAN RAS 106 TESTING TESTED (33) LOCATIONS ALL TESTED LOCATIONS PASSED July 24, 2000 50' 20' _, 26 33 32 31 24 25 27 30 22 23 28 29 1 - 25' , 16 17 15 21 20 19 10 14 11 13 18 12 4 5 SYNERGY — Labs, Inc Calibration Date: May 10, 2000 Calibration Due: Aug 10, 2000 Reference Standards Used: Manufacturer Certificate of Calibration Manufacturer: CHATILLON Model Number: DFIS -100 Serial Number: B34621 Customer SN: B34621 Description: FORCE GAGE Customer: INDEPENDENT ROOF TESTING Certificate Number: 91544 Environmental Conditions: Temp: 21 deg C Relative humidity: 45% This certifies that the above equipment was calibrated in compliance with the requirements of ANSI /NCSL -Z540- 1994, ISO Guide 25, and ISO 10012 using applicable procedures. At planned intervals, Synergy Labs, Inc measurement standards are calibrated by comparison to or measurement against national standards, natural physical constants, consensus standards, or by ratio type measurements using self - calibrating techniques. National standards are administered by NIST (National Institute of Standards and Technology) or other recognized national standards laboratories. Supporting documentation relative to traceability is on file and is available for examination upon request. Limits: NONE Remarks: UNIT RECEIVED IN TOLERANCE - NO ADJUSTMENTS REQUIRED Model Number Serial Trace Number Number Cal Due Date AMETEK -M&G WG -23 18830 74645 May 19, 2001 Synergy Labs, Inc 8211 NW 64 ST #3 Miami, FL 33166 Ph (305)- 477 -5414 John klartinez Quality Assurance Asbestos Surveys * Phase 1 & 2 Environmental Assessments * Air Monitoring & Analysis July 20, 2000 Mr. John Cherry Roofs By Cherry, Inc. 3901 S.W. 40th Avenue Pembroke Park, Florida 33023 RE: TILE UPLIFT TEST 900 N.E. 100 Street Miami Shores, Florida Mr. Cherry: Respectfully submitted, E Emerson Ph.D. Director of Environmental Services Asbestos Business License # ZA0000218 Report # FL00- 387RUT Pursuant to your request, ETS ENVIRONMENT, INC. in association with IRT, INC. has performed uplift testing on the tile roof at the above referenced address. The following report includes the results of the uplift test. The uplift test consisted of placing a load test devise manufactured by Chatillon (model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty-five (35) pounds was obtained. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, RAS -106. ETS ENVIRONMENT, INC. greatly appreciates the opportunity to work with you, Should you have any questions or comments, please feel free to call. 14315 Memorial Highway, North Miami, F1.33161 (954)270 -0436 Fax(954)987 -2879 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 900 /tl ld0 Tax Folio // 3,20 6 b3 d 2 (7 Legal Description (. T S /0 !/ 0'- /„2 ,61A( /70 Historically Designated: Yes No Owner/Lessee / Tenant /C/( Pere as c /t Oz dl fa/ /2 y/v h(J Master Permit # Owner's Address ?t Ar E 1134 3 Phone 7S7 22 y6 Contracting Co. 40 F.5 L (7 b9 / Address 3 2 b is ) YD f}✓ A ' i Qualifier s S 010 j SS # Phone 34( 6.c3 d • State # KCGC -CGV P Municipal # FS296 Competency # fr & 0000 4 ? Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL AVING FENCE SIGN WORK DESCRIPTION / l /CO 0 29 1 1-50 024602 /2 /9 iJ j /I 7,4 (lOtderkia 77Z: Square Ft. 3R 0 Estimated Cost (value) ?O(3 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable): I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits 'are required for ELECTRI 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. Notary as to Owner and/or Condo President Date My Commission Expires: FEES PERMIT '+Y: °k. CYNTHEA BLOCH ,:■ ` MY COMMISSION # CC 843823 �rl for EXPIRES: June 6 2003 od . Bonded Thru Notary Public Underwriters RADON C.C.F. NOTARY BOND APPROVED: Zoning Building #A ( 1 Mechanical Signature of C tractor or Owner- uilder Date celyyz.fiLe e,c:( Notary as to Contractor or Owner - Builder Date My Commission Expires: CYNTHEA BLOCH Ea: '•a ; *: MY COMMISSION # CC 843823 EXPIRES: June 6, 2003 Bonded Thru Notary Public Underwriters Electrical TOTAL DUE Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. l / t7 a 63 y- 627.0 STATE OF FLORIDA: 008287 2000 JLJN 15 09 :27 COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: l d v A) /z..- 1" U i Iii-c / /e ; T S /o, 11 a 2. Description of improvement: /eiet b/ 3. Owner(s) name and address: AC !< / H 0( ; Az 174/ / /l,v,() goo / 1 .s ni; i /l Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ,e00/ a 671�, t / 37o l ,Sc,J V' I /a / /wvo' f J 57/Z3 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: OF oi*oz: c ip,TE OF FLOR that this is a t Amount of bond $ aTIFY I HEREBY Gt this office on 6. Lender's name and address: al file WIT r cuvirl 7. Persons within the State of Florida designated by OW upon by Section 713.13(1)(a)7., Florida Statutes, ey Name and address: 8. In addition to-himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided 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 differ t date is specified) Sign re of Owne Print •wner's Nary*. 1. k T7r Notary Public Print Notary's Name My Commission Expires V w F / I inn Sworn to and subscribed before me th i d of I ' / , 206c s or other documents may be served as provided pared by/C7/ / Ca it 1Z C'etg' ress;3Y6 / ScJ y/G' t 2 /1Y k)c' 0 / .3e 3 .•••••., Contractor's Nanideg2A el/.0ay Job At Ith•ess: 906 ithE /00 57 . , . • ;. a • t....,,,.•,:::„ '4 I 1 1 .• . ... .... ROOF CATEGORY Aow Slope Applica(ion) 0 (Nail-On Tile). Of(t4tovier-AtIltesive Set Tile) i 0 (Asp)lalt/Fiberglass Shingles) 0 (Metal Roofs\Wood Shingles & Shakes) "0 (O(her) . . .. 1 i ROOF TYPE 0 New Roof ,c 0 Recovering 0 Repair 0' lYfaintenance I Fla( Root (IV) ,00 Sloped Roof Area (11 oro Total (11 ---' .. Master Permit No. ■ I g . I Exposure categoty (pa ASCE? 740: Building Classification category (per ASCII:7-88.0k 1): I • 1 Ft. • • • v . Appendix "E" 'UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM 1)ETAII,S (Draw details nt needed) , ,u/reRdi dr; Ps/IM- 6.////45_, iS 44,5d .. • • • 7 •:. 6 .ELA c it Ny v p Fastener W astener Type:/o 0,9/ . SrACING Picld: ZI'`. . L2 .. l'crimetcr: 60 Coma: ‘ • • DETATI 1 & 2 1. it 1 $ • ^ .r lud6e Yenlll l // :v✓J f I MEAN /)- • (him 12 x (Pnlnx2/83 r 7 x (Pmnx31,1 3,7x . .3 ..) .1 Dera type: /.X p 7i4- y - 1 .tlnderhlyntenl: _ _tl 3rj - ! 11 E A 1• I, 1: t • . • 11 l t ulnllon:l �s' / • !r V Appendix "E'' UNIFORM ROOFING PERMIT A PLICATION P1tOCt?SS No. once wire X. (Aerodynamic Multipliar)AJ & ) - X (Aerodynamic Mulliplier)! ) - ). (Aerodynamic Mnlliplicr)Qa y SLOP1?I)14YSTPI'f 1)I;SCRIPTION Neither type & splicing: ) / I %, /SklrJ /� d .111,E CALCIILATfQNS /9- ruse , cz Drip edge: M : liar= Mr, .91421'01 ate,' M :s,13rz' Nlr?? 3432PCA :o2 lilts 0- 'epee 3 :4r - 1 (�$' 2C - = Mr3e&g.T&CA:•' ® i •. ATTACHMENTS REQUIRED • •1) Fire Directory Listing Page •2),Miami -aide 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 Applicnlion 4) Other Component Approvals -7213 I °3' 7 X\c, vy x 6 . i• 11 I yea z346341' // e Z / . v 536 _S•SS" • C• APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is '.h_ responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFI3C) govern all 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. I. Aesthetics- \Yorkntanship: The workmanship provisions of Chapter 34 arc for the purpose of rovi ing that the roofing system meets the wind resistance and water intrusion :performance standards. a esthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architect;:::.! appearance, that are not part of a Toning code, should be addressed as Dart of the grccment between the owner and the contractor. �. Renailiilg Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed a cordance withithe current provisions of Chapter 29 of the SFBC. (The roof deck is u. u�ily concealed prior to emoving the existing roof system) Common Roofs: Common roofs are those which have no visible delineation between neighboring it (i.c. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or wner should notify the occupants of adjacent units of roofing work to be performed. . Exposed ceilings: Exposed, open beam ceilings are where the underside of the -roof decking can be d from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pen trations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. c. Ponding Water: The current roof system and /or deck of the building may not drain well and may c�/us 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 cvident•until the original roofing system is removed. Ponding conditions should be corrected. Overflow Scuppers. (wall outlets): It is required that rainwater now off so that the roof is not o e loaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) arc not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior to 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.; vice life of the roof. S. The owner, may contact the Miami-Dade County Consumer Scry i:Cs ` Dcparimen■ for fu-thcr orniation regarding the above. Date Contractor's,S'tatore MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Al n11,ar (USA), 'Inc. 6645 NW 77 Ave. Miami Approved:12 /1.6/1999 ILL 33166 MIAMI -DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFF/CE METRO -DADE FLAGLER BUILD1NC 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2553 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: Aiwa "5" Tile • udder Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of C :onstruction, and completely described herein, has been recommended for acceptance by the Miarni-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 fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such'testing_will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 97- 0918.02) Expires :12/16/2002 Raul Rodriguez Chief Product Control Division THIS IS Ti_IE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEIP, • 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 1 of 8 Miami -Dade County Building Code Compliance Office ■nllfnnf mail lfIcI c . nng(n1astef(abuil(11necodeonline.COn1 , :C� -,t) Homepsige: �ltlh:// �ti'wwhliilrlin�rn.Is��,��C r .FEB 1[i -00 THU 7:25 AM ABC. SUPPLY, ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 Trim Pieces #30 Felt NOTICE OF ACCEPTANCE: STANDARD CONDITIONS SCOPE This revises a roofing system using Almar One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. 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. Category: Prepared Roofing Sub Category: High Profle Tile 2. PRODUCT DESCRIPTION Manufactured by, Applicant One Piece `S' Tile Product #43 Coated Base • Sheet Test Dimensions Specifications 1 =1$%," w = 10" %2" thick nominal 1= varies w = varies varying thickness Dimensions N/A N/A PA 112 2.1 Components or products manufactured by others Test Specifications FAX NO. 954 491 4489 P. 2 ASTM 0 226 Saturated organic felt to type 1I be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underla APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Product Description Product Description PA 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Frank Zuloara, RRC Manu facturer generic generic AL1MMAR (USA), INC. Product Mineral Surface Cap Sheet Rainproof 11 Ice and Water Shield Wood Battens Tile Nails Tile Screws Roof Ti le Mortar (" TileTtteTM ") NOTICE OF ACCEPTANCE: Test Dimensions Specifications N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll vertical min. I" x 4" horizontal min. I "x 4 "for use with vertical battens or min. I" x 2" for use alone Min. 10d x 3" #8 x 2 '/ :" long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter N/A ASTM'D 249 Mineral surfaced - asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 Single ply, nail - on Protect - O - Wrap, underlayment with 2" Inc. self - adhering top edge. with current NOA PA 103 Wood Preservers Salt pressure treated or Institute I„P - 2 decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 3 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Self-adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Corrosion resistant, smooth, screw or annular ring shank nail. Corrosion resistand coated, square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. Nianuf tcturer generic W.R. Grace Co. with current NOA generic generic generic Bermuda Roof Company, Inc. (with current NOA) Frank Zuloaga, RRC Roofing Product Control Examiner ALMAR (USA), INC. ACCEPTANCE No. : 99- 1102.04 Product Dimensions Quickcrete Roof N/A PA 123 "file Mortar Roof Tile Adhesive ( "Polypro® AI•I160 ") Tile -Bond 3. LIMITATIONS N/A Test Specifications See PCA Factory premixed See PCA canisters A APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Product Description Prepared mortar inix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (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 he 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 shalt be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlaynients 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 Iiterature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Alrnar `One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. Frank Zuloaga, RRC Roofing Product Control Examiner FEB 10' THU 7:27 AM ABC. SUPPLY. ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers - X (ft ') Tile _w _ (ft') (ft ) Profile _ Batten Application Direct Deck Application One Piece 'S' Tile ri 0.253 0.274 Table 2: Restoring Moments due - Tile 3 ":12" 4 ":12" Profile or Tess One Piece 'S' Battens Direct Battens Direct Battens Direct Tile Deck Deck Deck 4,47 5.35 4.40 5.27 6 " :12" 7 " :12" or _greater Battens Direct Battens Direct Deck Deck 4.31 5.16 4.20 5.03 4.05 4,89 Table 3: Attachment Resistance Expressed as a Moment - M ___ for Nail -On Systems r (ft -Ibf) Tile Fastee_ r Type e T Direct Deck Direct Deck Profile Battens (min 15/32" (min. 19/32" plywood) plywood) 1 . #8 Screw One Piece 'S' 2 -10d Ring Shank Nails 28.6 Tile 1 -10d Smooth or Screw 5.1 Shank Nail 2 -10d Smooth or Screw B Shank Nails 2 . #8 Screws 58.2 1 -10d Smooth or Screw 23.1 Shank Nail (Field Clip) 1 -10d Smooth or Screw 29.3 Shank Nail (Eave Clip) 2 -10d Smooth or Screw 27.6 Shank Nails (Field Clip) 2 - 10d Smooth or Screw 38.1 Shank Nails (Eave Clip) FAX NO, 954 491 4489 F 5 28.7 41.2 6.8 9.2 28.7 58.2 23.1 29.3 27.6 38.1 2 -10d Ring Shank Nails 33.1 48.1 l 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. 19.4 2.8 .. 7.3 N/A 26.8 -] 19.0 38.6 41.8 - - -�� 45.2 Table 4A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Polyfoam PolyPro 66.5 Polyfoam Pot ProTM 38.7 4 Large paddy placement of 63grarns of p0IyprOTM 5 Medium paddy placement ot24grams of PoiyProm'. Table 4B: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance One Piece 'S' Tile Mortar Set' 24.50 ALMAR (USA), INC. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile One Piece 'S' Tile Tile Application Adhesive 6 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Frank Zuloaga, RRC Roofing Product Control Examiner Minimum Attachment Resistance 29 manufactures component approval for installation requirements. Flexible Products Company Tileaond Average weight per patty 10.7 grams. foam Product, Inc. Average weight per pact 8 •rams, 1 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. ALMAR (USA), INC. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 10-1/ 2" PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE 7 ACCEPTANCE No.: 99-1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Frank Zuloaga, RRC _ Roofing Product Control Examiner FEB 0-00 THU 7:31 AM ABC: ALMAR (USA), INC. ACCEPTANCE No. : 99- 1102.04 APPROVED :December 16, 1999 EXPIRES : December 16, 2002 • NOT OE ACCEPTANCE.,: STANDARD CONDITIONS 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 state, and the following statement: "Miami -Dade County Product Control Approval", city specifically stated in the specific conditions of this Acceptance. pp °C as 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation o product and the product is not in compliance with the code changes. F this 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 initiall - submitted, is no longer practicing the engineering profession. } 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following :shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all 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. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTANC FAX 1'I0: 954 491 4489 P 1 • ROOf COVERING MATERIALS (TENT) R00f1NG SYSTEMS (TGI'l1) Continued Foam: "Poly -1so" or "Poly -1so Special" with "Polyfoanl 251" at "Polyfoau 303", 1 in. min. applications " Gacollex 110- 7050 ", applied at 1 Rase Coat: One or two' apt applied died 1.1/4 gal /sq /spied a i 1 al /sq /a pplication or tlnee applical 'ions, I I . (16 -32 illy mils). r" cries varludrs colors), applied 1 gal/sq (12 Surfacing: "Gacollex t1A -6! dry mils). Incline: 1/2 30. Deck: NC , " ,eclat" with "I'o1 /(nam 25l" or "Puly(nan► foam: "Poly -Iso or Poly -iSO SI " tiled at 1 • 303", 1 in. min• tlicallpns'" acoflcx 11O 7050 , al I • Dase Coat: One or two apt G :died 1-1/4 gal /sq /application gal /sq / application err three applications, applied ) applied 1 gal /sq (15 16 -32 dry mils), urfacing: "Gacollex 11A -60" Series (various colors , pl r g of (nac 1 dry mils). 31. Peck: UC Innate: c I foam :'Poly -Is °" or "Poly -iso Special" with "I'ol y 1 loam 2.,1 " or • • 303 ", 1 In. mfrs• Bled at 1 gal /sq (10 dry mils). Base Coat; "GacoSit'S- 1000 ", apt Surfacing: " Gaco(lex S11000 ", applied a 1 ga l t s foam ;'Poly(oatn 251" sq (10 dry Mils). 32. p HE or "Poiyyfoa10 303 " , any thickness. Surfacing; "Gacollex the-Shield 7007 ", ( 40 lt h y ,n ls, ll. Deck* ; " thickness. Foam: oat; " oan► lie ,anY 1-1/2 gal/so (14 dry mils), Base Coact ""Gacollex( A - 6200' seibes (various coin's), 1.1/2 gal /sq (14 Surfaclrig: Gacollex A- es dry toils). • GAF MATERIALS 111306 (11) 119, AYNE NJ 07470 1361 ALPS R0, may 'ROBEROIB 20e G2 "baseEsheet in cite following an or il /2 ternate 10 to Typ suet board or 1/4 In. thick (min) Geolgla•I'aclfic en in. k hlck eibay gap s stem Is existing noncon,ustible, 'pens•Oecky" ove;layutent board may be used in any • deck 41assIllcatioll. When tills Is done, the resulting tooting Y iccep fbr use o► I overlayment boaul arefoffset ►6 in. with date Joints sow the Om gypsum board a fart of the roof system, it nut P . � deck. I( polystyrene is .i overlayment boar. i d ASPIIALT FELT SYSTEMS WITII 110T ROOFING ASPHALT is a Type G2 asphalt glass mat base sheet ( " ply II /5 5 t ( "GAeG I t") 4 a suitable alternate for Type GI asphalt glass fiber V( ns eeticdled below. 'GAFGlAS Ply 61 in the Class A, 11 01 C tool systems s asphalt glass mat' base Stratavenl iVent -I'tY) pet(oraled" or GAFGLAS Smatavent (Yen l•Ply) for nailable decks , Perforate The roof deck may•(itst be coveted with a•ly{ Ve "GAfGLAS d (o he mopped anti nailable' to be • lass mat base sheet ( "GAFGI.AS 1115 Dase Sheet mechanically attached grannie side' down. a "GAfGLAS Strataven (V As an option Type G2 L (V ent nt 9 Ply)) ( or n ailable decks ") clay he substitutes he t GI asphalt glass filler ply sheet l" AIGi AS Ply 6 " or °GAtI +I.AS Ply G') Pilled base ply in the following sy Ilottom ply or base sheet may he solid trumped, spot mopped or mechanically 1 listened •: Unless otherwise indicated, all Insulations may be hot mopped or tecliaelCattY ; • listened. • GAfGLAS flashing" Or "Ruberuid" may be used for flashing in J �, or an B, B or C systems fisted below. • When 'penile Is le(erenced, this Includes "GAFICMP PFRMAI.ITE any other UL Classified perlite Insulation• (rushed stone 01 slag Pro suitable alternates for gravel in any of the Class A, ' lot C systems listed. D or C systems listed over 0-15/3 ° • u • 1 Structural cement (iber building units are considered suitable to lie Included as a deck n the following Class A. the use e o o g board f gypsum bard under any of the following Class A, It or gems sY m board is : In a eenlernatec(at ► { insulati o n loversC•i5 /32 decks�t► dJylts ► erlite board • in acceptable cep labbablc a l the use of polystyrene insulation board between mitt / etm /(etlite� �r �• )`; and deck with rosin paper (perlite /;°sin p 1 /I' y s Y suitable alternate (01 Isocyanurate boaui In the following Class A, (MP isotherm BA, • "GAFTE14p Tapered .ls°lhenn RA" and "GAF fEM� Composite may be SnbshUded for any sucyanuralc insulation in any Wowing Classi(ica)lons. Class A, 11 and C. Hot tooling asphalt, 101 use wish atonic anti glass fells' in modified bitumen. .stoduanes, Class A ' . Inning; 3 • e l ass c ocd (Ib r,' gJ • I. p C-15/32 ion (Optional); One 01 more layers perlite, w erlile 1` r Insulation (0 l P a bite Iso /, , ;' fiber, Isocyanurate, urethane, p ! / cy anurate composite, p 1: I o fd (MI) 1.):.• ) � ` Continued t " ` RUOFING SYSTEMS (TGft1)— v. :t •• • p Ilenclic, any i +• • anurate com osite, p '' � 11•• codttposise woo f /i s ocy 1 j ntc lane ` ' s e GI "GAFGLAS Ply 4" or "GAfGLAS Ply '' ;' ° Ply Sheet: Three or more layers T yp e • ", hot clopped. .',; Surfacing: Gravel Incliner 2 lass 2; it peck: lat 2 O atonal): One or more layers petllte, wood fiber, 9 .•'+` Insulallon (I erlile isocyanurate composlte, perlite/ :' >' ;(biter, isocyduurale, urethane, p / phenolic, any ': urethane composite, wood iiber /isocyanurate composite, p l ' thickness Type 61 "GAFGLAS Ply 4 or •GAIG1AS Ply ' • + Ply Sheet: Three or more layers Typ Sheet'. :i,.. !.' 6 e G3 "GAFGLAS Mineral Surfaced Cap , Cap Sheet; One layer Type halloo 2 wood (ibex; glass �� ,' r mo re ice '::.Peck: TIC 0 tional): One o layers perlite woo eg ul ;;, . f iber, f loc (P / y e phenolic, p l in. . • ., liner, isocyanurate, urethane, perlite /isocyanurate composite, � • urethane composite, wood Tiber Isoc anurate composite, max. a Gl "GAf6US Ply 4" or'GAFGLAS Ply Ply Sheet: Two or more layers Typ t "• ' 6„ Type G3 "GAfGLAS Mineral Surfaced Cap Shee it .'•• Cap Slicer: One layer Ty{ Incline: 1/2 • 4;', ; peck: NC halt glass (.her 1 '•' . Insulation; One or two layers "Isotherm Il ', 4 in, max, hot mopped. !'' ! Ply. Sheet: Any 111 Classified gravel surfaced Class A asp • t ; • mat system. Inclln Incline: 1 § : ..,: Peck; C heel nailed to deck. ma be • 5111) Sheet ; One Red ros paper, : Base Slt: One layer of • Type G2 "LAMAS-05 Dase Sheet" (may :. nailed). Type G1'GA(GIAS Ply 4' or GAfGLAS Ply •.' ' Ply Sheet: One or more layers of Typ 6 "• Type GJ "GAFGlAS Mineral Surfaced Cap Sheet'. ±' . Cap Sheet: One layer of Typ Incline; 3 i D as TIC B Type G2 GA(Gll►S 1175 Base Sheet'. Base Sheet; One layer to et type G1 "GAFGLAS Ply 4" or GAfGLAS Ply I " PI Sheet: One or more layers of Typ l S ;(aced Cap S ► !. ; y Sheet'. 6 " 7 • , a G -3 "GAFGLAS Miners u :' Cap Sheet: One layer of Typ toctlnet 2 Deck: C -15/32 lass ( filter, Isocyanurate, urethane; 3 ' Insulation; One or more layers polite, g P henohc, perlite /isocyanurate composite, perlite /urethane composite, p , 1.0 in. min (olfset fro!nplywood Joints 6 In.). Dase Sheet; One or more layers of Type 61, G2 or G3. granule), y " smooth or 9 )- ranule , "Ruberoid Mop" (smooth or granule) or • �; Meu►hrane; One or more layers of Ruberold Torch" •. "Rubcroid ((rich Plus" () . "Itllheroid Mop Plus (granule). , Cap Sheet; "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Peck; C-15/32 • erlile, wood liner, glass (i bs ocs (Optional): One or e Isocyanurate composite, perlite/ • m e t Isocyanurate, urethane, , P anurate composite, phenolic, any '; urclharte composite, wood iiber /Isocy • thickness. a G2 or 63. Dase Sheet; Two or more layers of Type Type 61. • • ' Ply Sheet (Optional): One or mote layers of Typ granule), (granule); "Ruberaid Mop" (smooth or granule) or . • Membrane: One or more layers of "lluberold Torch" (smooth or 9 ' "Rubc►ufdl Torch Plus" (J )- 1.00K FOR MAR :� ROOF COVERING MATERIALS ( N PRODtJCf • ' r "I Mop Pius" (granule). Cap Sheet: "GAI'•GI.AS I4lneratCSu,facDetl Cap Sheet', hot mopped. Cl • ass ;:. • Incline: 3-1/2 wood fiber, glass t ;l ; Peck: C-15/32 erlile, w b more p e g l ass • f iber, lsoc (Optional);' urethane, or erlile isocyanurate com oslte, pp •'���� • litter, isocyatlltrate, uretlane, p , / phenolic, any 1; .; ; , :r •• Methane composite, wood iiber /Isocyanurate con�tasne% por'GAfGLAS thickness. a G1 GAFGlAS Ply , , fly Sheet: Two or more layers of Typ " hot mdppcd. Ply 6" "GM-WS Mineral Surfaced Cap Sheet', ! 'Cap Sheet: Type G3 "GAFG r • • Incline: 3.1/2 ' ; • Peck: er, 2 np One or more layers perlite, wood fiber, glass Insulatio llon (OP 'clonal )' Spite /isocyanurat r,pctt te a ,; d'" urethane composite, urethane, p wood iiber /ISOiyanurate com p oche, phenolic, : • thickness a Gl, G2 or G3, .;.; Dase Slteet: Two or more layers of Typ ;Pottle ,;• Membrane: One or (g layers of Ruberoid p"I( gth or granule), or . ", ` "Itnbcroid Torch Plus" (granule), " . "Ituberoid Mop Plus" (granule). Cap Sheet; "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. ' Class C •' • Incliner 1/2 glass , Pecks C erlite, wood fiber, g i : :�„ Insulation (Optional): One or mo te isocyan composite, mine/ fiber, Isocyamuale, methane, p /� _ . atians N- C3- 4 -MIt'G and 14.:114471V1 G111=G1AS Spc:.cifiG ma• Cowt par loo -- • 1 r• :Id! 1•o 111100 • (ru b,I W) OAfGtA% laws! 5uihc sd Cs 3111.1 • N.11.11i O..h Sh..IClna rap.! pll.yulnJi GUMS Plr r Side lop North, South, and West Zones Nailabla decks up 10 0 Inches par loot slope, except for 110111W `11 i nsa in concrete decks.whlch are li to a maximum 1 p e of accordable r I1 Ilai Wood, plywood, poured gypsum, precast 0yP planks, decks. For IluhlwelOht Insulating concrete decks, seep* 9. _Material! • Shealhln0 paper (1 ply, 11 required) ease Sheet GAFGIAS PII1 plies) GAF Matodals Corporation Dollop Asphalt Intetplles Cap Sheet GAFGIAS Mineral Sutlaced Cap Sheet (1 ply) Approximate Welph1 poi Squaro 175-7014., . Specifications General • IlealOn end Application lowing t conuncl�latlnns In 11116 Ilnns shall apply In addition 10 the 1 APplICaIIOII ol Dollop Membrane a wlloto ai►pIIc;llllo, I all 1. Over entire surface, lay ono ply al siloaillln0 P paper llaca• each shoal 2 Inches over precudln0 sheet. Nall sullielenliy to hold In l 2. Slatting al the low point of Ihn root, lay am ply of ease Shoot, la pp inp each sheet 2 Inches at edges and nol loss than 6 Inches aim! laps. Nall Plano lap Of base ply a('Menials not to exceed 0 Inches and span or-nail flown center s pe sheet In Iwo rows with Halls spaced al III Inch Intervals In each row. " teilm's ttilth i nlopral metal heads al least 1 Inch In diameter or some Iha1 are recommended by GAF Maledals Corporation or the deck manularhuer. (Sea 'Special Inslruclions' below.) 3, Starting at the low point of Iha tool, mop two plies al GAFC 1.AS Ply 51111101e fashion : lapping oath shoal 20 V, Inches oyer Ilia preceding sheet, solidly mopping to the underlying base shoe) to provide three pllos over Ilia Inure roof area. '' Asphalt Requirements Interpy mappings of holing Asph must bo applied la teal continuous ipol area antl 611a11 consist ol approximately 25 P P a tolerance not to exceed 207. plus or minus. 1110 appropriate asphalt Int 1110 slopes Involved midst be used. • ... .....,....... Sloop ASTM Typed! • I to 3' IIT -Sleep ASTM TYPe IV may be us ed ex cept I n 1.011 slopes to h Inch per l Flat ASTM Typ 0 Y 11 1 IAltda, Toxas, New Mexico, Arizona, and. Calllornia. 1 ,. 1 ,. , I`1 iAi •.. . 1 ,111ist ly (. Mineral Sul laced Cap Sheet In accordance will► Ike application 1 (1 51(11FIIOIIS on papa 20, so Ilia! the laps are offset from the laps ol the ply sheets. I 1a1i11G0 t�l11I ius Iaro l gp (u nn ctln nd;tt lls lons for us e over pyi ►sum decks on papa 9. .I' ?I r,(: uPlallg 'lase Sheets Include: StlIATAVINT• Nallable regtilted for fleshly • 111j`ii(ptl ItYPsuni decks, GAFGLA Sheet. BUII d deck Modified ese. '.Iiti tr pl, IIAJGI.ASI PLY G•, and(, AFGIAS Ply and st y,tppd llbar flecks, when GAFGIAS 1'Iy 4 or GAFGIAS I'LY GIs used as a base ' 001, 001, a ho Ih►nU paper Is required. . � p 'I, ti U'NpIIIno of Paso Shcel; page 19. lolls must he baek•twiled 4 I i 41 l' or tool slnpos of I, Inch per foal or more, all ply 10. 1 In111ue Ill 1010 II►o back edge of the fell. Seo'Inslallalldn on Sleep Roots; page ION; 41asslllcquun Im Substrate Slope • k ,..r . Class u ; ■ t , ... NC 3 3' r'i c ' I1yU I, liaslralqll ray t( i `, G (aml►tlsllhto and Noncombustible . 1 ood min. "/„ Inch thickness), ! ; � nliusllble a Wood planks, boards, etc., p yw 11 dented sirnnd board (min. '1, Inch thickness). . l q No only recast structural concrete, IlphlwalOhl ') Rpcaelpusllhlo o Steel, poured or p ;' ',i'.RgulalIn0 cnncrelo; gypsum, structural wood fiber, etc. ' dlle ... It axl slope allowed, In Inches per tool. : 1 „ :..' , ' ' ' .i' r', ` .�11 1 . Guarantees Available ....- _..-•• - - -• / I' " '�'� Llbetly (ivaranlees .._.,�__.. • clllcallon •-- • -•-•- '1" ■r . • 15 yr. West Zone only, Wood Decks. • ' 4 MIpO 15 yr,' Mr • I, '11,41 Llphlwolphllnsulallnp Concrolo. I 1 ,'' :� •. • (See papa 9.) . ''lf 12, 10, 5 yr. : �� ll4 I' M 1 , 11 1 I t S , 1 l : tit :•: • 41- .. •. METRO• PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, N1 07470 roust of: Your application for Product App GA F Conventional Built -Up Roof Systerns for Wood Decks overnin the use of Alternate Materials and Types of under Chapter 8 of the Metropolitan Dade County Code governing Construction, and completely described in th Research Corporation and Underwrrters bora Inc. da Dynatec6 Engineering, Inc., Factory Mutual has been recommended for acceptance by the Building d o e d C n ffi to paged in Dade County, F on under the specific conditions set forth on pages 2-40 ce Office This approval shall not be valid after the expiration an stated f o a jobs or Bu manufacturer's for quality reserves the right to secure this product or material a t any time control testing. If this product or material fails to p erfo rm in thp ial man mm ui ing Code ConglCode O fFicc may revoke, modify, or suspend the use of such product Compliance Office reserves the right to revoke this approval, of t� t Building Code Compliance Officemla this Office that this product or material fails to meet the requirements 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 -0 804.21 Revises No.: 95-1003.03 Expires: ■ 11/04/00 TIIIS IS TILE COVERSIIEET, SEE ADDITIONAL CONDITIONS G`S FOR SPECIFIC AND GENERAL BUILDING CODE COMMITTEE has been reviewed by the Metropolitan Dade County Building Code Building Code Committee to be used in Dade County, Flori under the This application for Product Approval Compliance Office and approved by the conditions set forth above. Approved: 11/04/97 1 Internet mall address: postmaster @buildingcodeonllne.com METROC TRO -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 aul Rodriguez Product Control Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County (' Homepage: http : / /www.buJldingcodeonlane.com System peso__ join 100 years, GAF Materials Corporation, a manufacturer of commercial o roofing systems. addition, t on, produces a wide range of roof products for built-up GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. ch GAF provides warranted systems over various insulated AFGLAS Quilt- Up Application and can be obtained from GAF and can be found in th ,Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual requirements Research the South a d Underwriters Laboratories and have been tested in compliance all Building Code. Specific classifications for assemblies listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -41 • Catee_gi Membrane Roofing System Sub o Built -up Roofing e . Conventional Su ' r Fiberglass Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Expiration Date: November 4, 2000 ran Zuloaga, Roofing Product Control Examiner Insulation T ypes: Basalt Wool Perlite Polyisocyanurate Composite board Wood Fiberboard • High Density Wood Fiberboard Rockwool Material • ' Wood Maximum Design Pressure Design Pressure -75psf Page 3 of 41 Product Control No: 97 -0 Maximum Fire Classification Material Classification Wood Class 'A' assem Note: Fire classifications and maximum design pressures reference Labor types. Review system listings for design pressures and the Materials Directory for Fire Classifications. ga Roofing Product Control Examiner a nt: GAF Materials Corporation • .1361 Alps Roa'cl Wayne, NJ 07470. • PRODUCT CONTROL NOTICE OF ACCEPTANCE • ROOFING SYSTEM APPROVAL Product Control No:: 97-0804.21 Approval Date: November 4 1997 Product Control No: 97-0804.21 • • • • . .•••••.1.‘ • : • . .Test, A crgilentifier Factory Mutual Research Corporation Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 447.0 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research . Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation i: FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Underwriters Laboratories, Inc. Dynatech Engineering Corporation •• Dynatech Engineering Corporation Name Current Insulation Attachment Requirements TEST REPORTS Fire Resistance Classification UL 790 - PA 114 Wind Uplift PA 114 poil FMRC 1996 OT4A1.AM J.1. I V8A4.AM J.I. 1R1A6.AM J.I. 0T2Q4.AM .1.1. 0Q6A6.AM J.1. 3X3A2.AM J.L. 0Y9Q5.AM J.l. 1B9A8.AM R1306, 87NK11819 #3600.02.95-1 Wind Uplift , #4482.02.95-1 PA 114 Page 17 of 41 Product Control No: 97-0804.21 Datc 01.01.96 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 01.01.93 02.02.95 02.02.95 ga, Roofing Product Control Examiner • Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19/)2' or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and Sy 4tehr Limitations shall apply. eet, Base Sheet: 'GAFGLAS ® #75, GAFGLAS #80 Ultima BGAFIGLA ®STRAY ®VENT ®, GAFGLAS® PLY 6 ®, GAFGLAS.F y Nailable, RUBEROID Modified Base Sheet or RUBERb1D® 20 applied to the deck with approved annular ring shank nails and minimum 1 S /s' tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: Two or three plies of GAFG S ®I 4 ®a AFGLAS approved asphalt GAFGLAS® PLY 6® ply sheet applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced ran e and Sheet dhere in 2a full moppi of approved asphalt applied within the f; lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: l .GAF WEATHER COAT® Emul Roof Coat application rate of 3 application sate of 1.5 GAF Premium Fibered Aluminum gal. /sq.. 2. Asphalt flood coat at application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Deign Pressure: -45 psf. (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 6 ":12 "; See General Limitation 113. Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B -4-G, N -4 N n 5 N- B- - B- 6, N-B-4-C, p N- B- 4 -C/P6, N- B -5 -C, N B- 5 -C /PC, Page 21 of 41 Product Control No: 97-0804.21 ga, Roofing Product Control Examiner Page 37 of 41 Product Control No: 97-0804.21 Wood Deck System Limitations: ') 1. Fastener spacing for anchor sheet attachme w N( erto- Dad Pro' o t 105 o If F of 95 Ibf or reater as tested in compliance tested is below 95, lbf, a professional engineer may Mer Dade revised County Protocol PA g 105 1t a the withdrawal resisEance.. value taken from Application Stanadrd PA 117. calculations in compliance with Metro -Dade Roofing App 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'. e (F') of a. Fastener spacing for insulation attachment is bas Dade County P otocol t I F & cRoofing on a Minimum 275 Ibf. as tested in compliance with Merto Application Standard PA 117. If the fastener value, as field tested, are,below 275 lbf. insulation . attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex Ply' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. '/ Type X gypsum board is acceptable to be installed directly over the wood deck.. u oaga, Roofing Product Control Examiner • All asplialt shall comply with ASTM. D 312 type III or type IV. requirements, and approved by applicant. r . 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire .Jesting 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. GENERAL LIMITATIONS Page 38 of 41 Product Control No: 97- 0804.21 + , �w. ran Zuloaga, Roofing Product Control Examiner 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, a§ 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 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. lithe fastener value, as field tested, arc belmy 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 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or..adhesive, which shall comply with provision of Roofing Application Standard PA 117. Page 39 of 41 Product Control No: 97- 0804.21 + %; Roofing Product Control xam Product Control No: 97- 0804.21 14 All standar¢'panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In rd: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 40 of 4 I u oaga, Roofing Product Control Examiner '` r • 1 9 This Acceptance contains pages l through 41 END OF THIS ACCEPTANCE Product Control No: 97- 0804.21 ACCEPTANCE NO.: 97 0804.21 GAF A'Iatcrials Corporation APPROVED : November 4, 1997 1361 Alps Road EXPIRES : November 4, 2000 Wayne, NJ 07470 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted' documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the 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 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. oaga, Roofing Product Control Examiner Page 41 of 41 • MIAMI SHORES VILLAGE, FLA. N°_ 829 JOB CrW./!L-4 1� ADDRESS rI 77 t / INSPECTION TIME READY REMARKS• 1 - /'/ 27 INSPECTOR DAT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby umde 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..... !� ..._ e2 r _..._... 19./ Owner's Name and Address P- d- M �� ' ► '! ' ..f..l•Q• u L. — No MP- � Street N �Q� ��2T Registered Architect and /or Engineer • Name and address of licensed contractorRlbf M °k . Eu-Ag QS R 0FF.►:.. ?.c/ 1 t : • a8 5T Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 900 r /OO 7Z 7 —• _ _ State wo>k to be done and purpo of builds (by floors)._.. .�/ t � • ' �. �....�� ,/ �. _`v, , e . ,� •�� purpo - YO /..' a i, -. �. /.�.. � . /�; _.. (.& .and for no other purpose. New Building Remodeling Addition Repairs L/ No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ '�t 6 © • ta Amount of Permit :$1 .! 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 ' spection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub j o ntractors, ork o. performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) Permit No._— _. — !.!_ - ... -- Disapproved (Signed) ._. Date.. 7 7 Dat STATE OF FLORIDA, COUNTY OF DADE. j ". Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — Read, Sworn to and Subscribed before me. Notary Public, State of Florida dj rA Bu ding Inspector My Commission Expires 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 state are true. 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 hecn obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty ?tlaterials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT c, 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. D ate. . ._ 1 1 0 ........ __. .._._._....._...:_.........,197 3 Owner's Name and Address .R. Registered Architect and /or Engineer Andrews Ro r:eu+w,u+a u eexn + +m A nd o rov. ' . Name and address of licensed contractor � _.__. . ...._.__ Im .......... • Co 4300 E. 11th Ave ' ...._.... Location and legal description of lot to be built on: Lot ._ Block Subdivision , ...._..._.._.._..._ .r Street and Number where work is to be done 9.ff_11I......E.__. State work to be done and purpose of building (by floors).___....__.....__.___:.__ Repairs .and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories W : . Covering . Tile& Gravel Estimated Total cost of improvements $1. 0. +_Q.Q Amount of Permit k 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 S.q_,_.. 0 Q 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 only such subcontractofs, on wg tp' performed under this permit, as are licensed by Miami Shores Village. Remarks._ (Signed) Disapproved L._ // DQ (Signed) wilding Insp: for 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 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 sta Permit 7. No. I J (( Date. ' .._ ! , � � � Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD .......... 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 Pltnnir.g Board. A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Chainnan A! SHORES VILLAGE, FLA. N? 7472 JOB ;��,;� ` - ADDRESS INSPECTION Kj<le -- TIME READY e /Qt N REMARKS: INSPECTOR DATE MIAI■M SHORES VILLAGE, FLA. JOB C• e ,¢-x.9j ADDRESS ,:oc /1- 67., /e d INSPECTION �' ''` TIME READY 7 ,J N:' 7493 REMARKS: INSPECTOR DATE MIAMI SHORES VILLAGE; FLA. N°_ 9 0 7 JOB ADDRESS INSPECTION TIME READY REMARKS. (t3 4_ -I (.9 :PECTOR DATE Owner's Name and Address.. Registered Architect and /or Engineer ,} Name and address of licensed contractor Location and legal description of lot to be built on: Lot.__ — (�_ ! �� # Block 1 7b Street and Number where work is to be done State work to be done d p p e of building (by floors) 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. Subdivision Date No J /// A S treet.J. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories , - To be constructed of Kind of foundation Roof Covering 5-‘ m o Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the si of the w.rk such public notice or notices as are required by the Act. The undersigned agrees to employ only sue ibe. ractors, on,a. ' to be •erformed uytder this permit, as are licensed by Miami Shores Village. // ,; Remarks (Signed) _..' /1.. ' STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Disapproved Dat (Signed) .__ g Building I ector � _ Z/_ PLANNING BOARD to me well known, Read, Sworn to and Subscribed before me. ° DATE Notary Public, State of Florida My Commission Expires Chairnan 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. BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE. FLORIDA ❑ DATE PERMIT N° 6931 Contractor s ❑ License No. 2 7 ` '' 1E Owner of Building Architect Contractor or Builder = Legal Lot Description Bl Address of f Building Work to be performed under this Permit r j, Signed• , 1 Subdi- vision Value of Project 195 Amount of ( z 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 specifications and that he assumes responsibility for work done by his agents, servants or employees. 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, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, my i,/ y}`ag,4 or employee. _ y L . f CONTRACTOR;�OR BIL.DER BY AUTHORITY 6 , . JOB.: BUILDING ELECTRICAL • ▪ WORK DONE BY: The following is ready for inspection:- Inspector's Report:- REQUESTED • WIL BE- READY - (7 BUILDING ELECTRICAL Inspector's Report:-, : : : 7OB REQUESTED The following is ready for inspection:- n ki.--e 9 ,S111 o • 4,1 // 2 7A, BUILDING ELECTRICAL PLUMBINEr Inspectorts Report:- • i 1 ADD: WORK : DONE BY: 2 • -)( REQ UESTED - The following is ready for inspection:- • WILL BE READY • '5 1 , .,...,. g --------------- ---, ,-,-.-, 7 II • •