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ROOFINGMIAMI SHORES VILLAGE u r BUILDING DEPARTMENT \A-.- 305- 795 -2204 Building Inspection Request Date /3 '� Time /1 A-(Y\ Type Insp'n l j j A.) v 0 -1.) p' Permit i aob 3— 1 0 9� 6 3 Name Address 1 /V -e. 9 3 s l Company I `\ ^ "` P.0 �S Phone # 7 S '- S Q L` / -iv -Oq For Inspector: Name & Date Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date al 10 Time Type Insp' n 1(fl ` f Permit No. VP aOO - 156 Name t-1.. 11 t Cal Address 1 fl Compan quielui • Phone # For Inspector: Ia- (I Approved Correction Re-Insp'n Fee Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date a' ' I Type Insp' n B `-c, .n1 �(� kk Permit No. 0 3 ( (r Name r Ni c.,C. \ / f $ / } Address M � N- — 1 3 . (� 11 Company V ` v Re Phone# 3 'C e;IS /9/94 --( Inspection Date :3 " D / Approved Correction Re- Insp'n Fee ❑ Test Date: January 29 2004 Project: 117 North East 93 Street., Miami Shores, Fl. Contractor: Murphy's Roofing Permit #: B P 03 -1863 Roof Pitch: 3 :12 and 4:12 Tile Installation Date: January 21 , 2004 Attachment Method: Polyfoam Tile Type: Espana A . Tomassi Roof Testing, Inc. 1557 North Dixie Highway Pompano Beach, Florida 33060 TAS — 106 -95 Tel. 954 — 788 — 3944 Fax. 954 — 784 — 0325 Roof Tile Uplift Test Report All testing is in strict accordance with the 2001 Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using an Imada Force Gauge to a minimum of 35 lbs. TEST SUMMARY: Roof Area Total # of Tests TEST RESULTS: PASSED See Attached Sketch For Further Details Report Reviewed by: # of Tests Passed % Passed Field & Ridge 24 22 91.6 % Corner 4 4 100 % Perimeter 11 11 100 % Dominick Scarfo, AR0010248 Dade County Certified Testing Agency #03- 0317.03 Revises: 02- 0814.10 Testing * Design Specifications * Management * Quality Assurance N -r T T T V' T -T T T T T TAS —106 Test Locations Flat Roof T= Tested tile and passed F= Tested Tile and failed M= Missing Tile B= Broken Tile Project: 117 North East 93 Street Miami Shores, Florida UNIT UNDER TEST: Mfr S /N: Cust S /N: PROCEDURE NAME CALIBRATED BY: P.O. NUMBER: SUBMITTED BY: IMADA DPS -110 141770 141770 SYN 156 John Martinez VERBAL DIGITAL FORCE GAUGE A. TOMASSI ROOF TESTING, INC 1557 N. DIXIE HWY POMPANO BEACH FL 33060 CERTIFICATE NUMBER: 46541:1073307498 PERFORMED ON: NEXT CAL DUE:: TEMPERATURE: HUMIDITY: 05Jan2004 05Jan2005 72.0 °F +/- 1 DEG 40 % +/- 5% Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NISI accepted intrinsic standards of measurement, or derived by the ratio type of self- calibration teclniques.This calibration complies with ISO Guide 17025 and ANSI/NCSL Z540 -1 -1994. Test Uncertainty Ratios are greater than or equal to 4:1 ;with expanded uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor of k =2 at a confidence level of approximately 95 %, unkss otherwise noted Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. This report may not he reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. [Standards Used 1 Trace No 999002 Signed: PRINTED ON: 5 Jan 2004 Description AMETEK T -150 WEIGHT SET /1 /d '1! libraf . n Te hnician Report of Calibration Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.3462430 REPORT OF CALIBRATION for SERIAL NUMBER: 141770 Signed: CAL DATE 2 Oct 2003 CAL DUE DATE 2 Oct 2005 Synergy Labs assigned ASSET NUMBER: 46541 / Page / of__ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /8/2003 Applicant: BENNETT Owner: KENNEDY JOB ADDRESS: 117 NE Contractor MURPHY ROOFS Local Phone: (305) 892 -1700 Parcel # 1132060133010 93 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1863 KENNEDY BENNETT ST Contractor's Address: 10903 N. E. 8 CT. Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 17 & 18 BLK 22 LOT SIZE Fees: FEE2003 -8002 FEE2003 -8003 FEE2003 -8004 FEE2003 -8005 FEE2003 -8006 FEE2003 -8007 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $6.00 $5.00 $2.00 $7.50 $6.00 $326.50 Total Fees: $3 Total Receipts: $0.00 0)42. VA0 Permit Status: APPROVED Permit Expiration: 5/29/2004 Construction Value: $9,500.00 Work: RE -ROOF COLOR THRU TILE 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. BY: DEC 1 0 PAID City E 6 \W l Miami Shores Village ? a3 Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) /6 /T1 17- KE /N('ey Phone # (30, 7s9 -0 `13S Owner's Address ( /' 7 A) E q 3 ST- I City 41 ! AM 1 SKd%Le % State Fa Zip 3 Tenant/Lessee Name Job Address (where the work is being done) / / 7 NE /- Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address / 3 City Qualifier , $ Value of Work For this Permit County Miami -Dade NO X State Zip Permit No. f ? 2.605 - 16(3 Master Permit No. Phone # 3o .r• 7S7- Ct/ 35. Phone #AS' zip `- 3/ �( 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Phone # Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State Zip Square Footage Of Work: Number of: Bays Stories / Families / Bedrooms Type of Work: ❑Addiit ❑Alteration ,� o ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 1� I — to J "'w Baths * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Misc Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ ‘i 0 Permit F - e - $ 3od-- Notary $ 5 ' r Education/Training Fee $ i 2O Tech $ /� 50 Scanning $ 6— Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee / $ . / � C Fee Totals $ (Continued on opposite side) C.- t ' J,0 la _ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 one in compliance with laws regulating construction and zoning. j "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 T OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN 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 construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the build; ' • z ued. In the absence of such posted notice, the inspection will not be approved and a rei pection fee will be charg NOT Sign: Print: Signature � �� Si Owner or Agen ' Contractor The foregoing instrument was acknowledged before me this Z ( The foregoing instrument was acknow day of �D'D , 20 , by { IT Y(2>1nck day of , 20Q3 , by who is pers .11y known to me or who has produced ■ A . • • • +. ke an oath. di ,., p g wp apuo p 11 ( ruy1, a • 11.111 oissiww ent). is and w uuti My Commission Expires: chc6 /18/03 .,mor APPLICATION APPROVED BY: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * who is personally kno NOTARY PUBLIC: Sign: ‘ 1; Print: e Vargas My Commission Expires. fission #DD231984 Bonded i f}cate of Competency Holder) Atlantic Bonndda, nc . State Certificate or Registration No. Certificate of Competency No. ********** * * * * * * * * * * *s * * * * * * * * * * * * * * * * * ** DEC - 8 2003 T ans Examiner • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles Section A (General Information P ' cess No. 4 laze ROOF CATEGORY _ 0 Mechanically Fastened Tile Moir /Adhesive S Tile. es/Shakes - ARE THERE GAS VENT STACKS? YES ❑ NO ❑ .^ TYPE - NATURAL ❑ LPGX 0 ❑ New Roof ❑ Re -Roofin , ❑ Recovering ❑ Repair ❑ • P Maintenance OF SYSTEM INFORMATION Low Slope Ro Area (SF) Steep Sloped Roof Area (SF) Total (SF) ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Section B (Roof Plan' Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Mii■■r ■ !dermal! ■i %�� mssa R`%ARA■!%NVU ■ ia.it em �n�Nr mu ir ■ %iA omm iii MMM■ MM MMMMi aling�. mminimmimgall ■.■■!■! ■Mill!!■ /!M ■i■■ IMM ■i iMNiiMMMMMMAMMMiuAAiAMMi1 liit/liiii ulmAmmi ili;A - -. - ii:ANMNiiMMiin'IMMMMAMii ii■iMMiM ■!Mini! ■MMM■Mi ■■ If!!M■MiM■MiMMMIi! ■!MM ■MNM M! ii! ■ ■MiMlMM! ■!.a 1■ ■■MM! iMM! ■M ■ ■ummuM ■Mai!■MlMIr■ ■■__.MMMM■.! MMMI'MMMMMMM11lii ■ ■iC■MM Ml■iMM!lMMM IAAi MMM M MMNMMAiM:AMMOMMAiAMMNM■MM■i■lM� i R1Ai/! Li ■lir%iitikiiiiiii■iti�■■■!! ■r■ /■ 1■■M■MM Mlii■M■! M MiM!!M! ■!M!■ ■!■iii■MM ■MM■ ■■ ■■1 ■.iii M ■ ■Miami! Ml INMMAMMIAMMAAMMMMMMMMAMMAMMMMMNAM ■iiiiiiiiui MiiRMMMMMAi %iir ■IUMNNMM:MA:`Mii 1..1 .. Mlli.. r,. .►.�! ■!.... ■ ■ ■lla.0 ■. ■liM ■..i�� rM.i...■liii■■iiiiM ..: 1M■MMMMM■MMM■MsiNUmmiumpliam4RUi ■■ ■M iM i ■l. ANA MMMANi1�AMMMiMMNANMAMNiMMMMi ■!i 1il MM ■■MiM ■t lu■ M ■M IIIIMI ■Mil ■MM! 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Section D (Steep Sloped Roof System) Roof Slope: : 12 Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation: Ire Barrier: astener Type & Spacing: Mean Roof Height: /'- AJ dhesive Type pe Cap S heat: oof Covering: Type & Size Drip dge: g5-4 A-n 14, Ci, (.r< )W 3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer. NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer. Base insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top Insulation Layer. Top insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s).& No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/ Bonding Material: Surfadng: Fastener Spacing for Anchor /Base Sheet Attachment Field: ' oc (g) Lap, # Rows (4) • oc Perimeter. " oc (ad Lap, # Rows © " oc Comer "oc © Lap, # Rows (611 ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. Parapet Height Mean Roof Height Where to Obtain Information Description Symbol Where to find Design Pressurt P1 or P2 or P3 RAS 127 Table 1 or by an ending analysis pnpaaed by PE based on ASCE 7 Mean Roof Height H kb Site Roof Slope 3 Job Sits Aerodynamic Multiplier ll NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance MT Calculated Attachment Embalms bamoe F' NOA Requited Uplift Reese R Calculated AMaar Tile Weight . W NOA Tile Dimen ns 1= length vp. width NOA All moons must be submitted to the Building Official at the time ofpermit application. M, Required Moment Resistance* Mean Roof Height — Roof Slope I 15' 20' 25' 30' 40' 2:12 34.4 36.'5 382 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4:12 303 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 612 26.4 28.0 29.4 30.5 32.4 7:12 244 25.9 21.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Huricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M p i$ the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. ec Method 1 "Moment Based Tile Calculations,P,er RAS 127" (P1:2. ' a A a _ Mg: f (. )P— j l ( NONOA M r (P2• a 71 T i o — Mg: �[ a b� NOA i V / (p,....7, � 1i� ' — Mg: � i v L NOA Aft Method 2 "Simplified Tile Calculafion Per Table Below" Required Moment of Resistance (M From Table Below NOA 1VJr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : z 1: z w: a ) — W: z cos B: = F NOA F' (Pa: z1: a z w: ) —W: acos8: = 62: NOA F _ (P : z 1: a w: = ) — W: z cos 0: = F NOA F _ SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High • Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. �4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. �5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the. roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature C:ID OCUl1 E- 14mpLLOCALS- IfTemp\SECTION I521.doe 1/ lad lo3 Date Cont? . ctor's Signature S^ • 12/01 /2003 11:01 MEDITERRANEAN ROOF TILE 4 3058929111 MIA mIDADE II BUILDING CODE.COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 NO.856 P001 •MIAMI -DADE COUNTY, FLORIDA • METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMt, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Produce Control Division and accepted by the Board of Mules and-Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having diction (AB.1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the MU may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this accep if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Mission `S' and EspanaTM Mission Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable buitding code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages . 1 through 6_ The submitted documentation was reviewed by Frank Zuloaga, RRC JAN -10 -1999 SUN 08:18PM ID: • NQ A'No.:02- 1.205.04 lspistion'Date_` 1 2/16107 • ... �!x1'Ds • . . 102/03 r `k el Or PAGE:1 c 12/01/2003 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 1. 11:01 MEDITERRANEAN ROOF TILE 4 3058929111 NO.856 D002 SCOPE This renews a system using Monier Lifetile Mission 'S' and EspanaT+t Mission Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Codc does no exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Mission Tile 1 =16 %2" w 13" 'A" thick Monier Lifetile LLC . L 17" Espana Mission Tile W = 12 s / ''A" thick High•Profile Roofing Tiles Concrete Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Atfencv Redland Technologies Redland Technologies • Redland Technologies Redland Technologies • Redland Technologies JAN - 10 - 1999 SUN 08:18PM ID: Test Dimensions Speeineatlons Test Identifier 7161 -03 Appendix III 7161 -03. Appendix II PO402 Letter Dated Aug. 1, .. 1994 P0631-01 PA 112 High profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. PA 112 ,high profile, interlocking, one piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile.O Product Description Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing. • PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Rids Dec. 1991 Dec. 1991 Sept; 1993 Aug. 1994 A No:: 02 -121}S J4 o Date '1V161OE1 ivg1 Dale fOJiO2/d3' PAGE:2 12/01/2003 11:01 MEDITERRANEAN ROOF TILE 4 3058929111 • Test Agency Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS JAN -10 -1999 SUN 08:19PM ID: Test Identifier IC- 1320 -94 25- 7688 -3 25- 7688 -10 25-7688-5 25-7688-4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test [la me/Report Physical Properties PA 112 Static Uplift Testing PA 101 (Adhesive Set) PA 101 (Mortar Set) Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction)O Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 =7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 Date Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dcc. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classification is not part of this acceptance. 32 For. mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified I,aboratory.to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 34. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mapped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications, Minimum deck requirements shall be in compliance with applicable building code. • NOA No.: . 02-1205.04 • • ' . Espiratton Datei.12/16/07 • ' Approval DstteiOl e . oi 6 NO.856 D003 PAGE:3 12,431/2e03 11:01 PttE.DITE Ni I ('QU) I tLt z .7,L4. 4_ INSTALLATION 4.1 Monies 1Lifetile Mis uri 'S' anal Esp an Mission Concrete Roof Tile and its components shall be installed iva strict compliance with Rooting Application S& and RAS 118, RAS 119, and RAS 120. 4 2 Data For Attar-1=m Calculations Table 1: Average Weight (W) and Dimensions (1 x w Tile Profile ana Mission The Weight -W (Ill Length-1 (ft) Table 2: Ae amic Multi • ners - e ft (ft) Batton r, .lication Width -w (ft) (ft) Direct Deck Tile _ Profile Monier t.ifetile Mission '5'. Espan r►1Isreon Tt1e Table 3: Restorin 3":12 Batten Direct Deer 8.34 7.77 Battens 7.t?5 Or MINN., Moments due to Gra - y ft 6":12" 4` Direct Deck 820 5":12" Battens Direct Deck 7.49 8.03 Ott 7.30 Direct Deck 7.83 T°':12" or greater Battens Direct Deck 7,10 7.62 Tile Profile Fastener Type 1 - 10d Smotsth or Screw Shank tizo Eave G!2) 2 -10d Smooth or Screw Shank Nails (Feld Clip) 2 -10d Smooth or Screw Shank NaEs Eeve Cii 28.6 5.1 6.9 412 6.8 92 20.7 18.1 29.8 19.0 Battens Table 4,' Attachment Resistance Expressed as a Moment - Mf (ft - lbf) for Nail -On S;:stems Direct Deck Direct Deck (min 15/32" (mina 19132" plywood) plywood) NOA No.; 02- 1705.04 1 Oiradea Date: 12/16817 'Data 012/09. 12 :'0 11:01 Tile Application Monier Uifetile Mission Espana' Miss ton Tile 1 See manufactures oxii t ; c . ,z rovat for installation r uirernenis. 2 Flexible Prottes Company TiloBorid Avenge we rg @t per patty 10.7 grams. Product Inc. A - ; - 4, • : r • • $ • rams. Tile Application Minimum Attachment Resistance 66.5 Table 5A: Attachment Resistance Expressed as a Moment - M (t -tbtl for Sin • le Pa Adhesive Set S ens tat • .r tits of Po of 2 e rams at Table 5: Attachment Resistance Expressed as a Moment M (ft -ibt) for Two P d Adhesive Set S Table 58: Attachment Resistance Expressed as a Moment - M for Mortar Set 'stems Tile Attachment A * licatietn Resistance _ Tile Profile Monier Citable Mission 'V, Espana Mission Tae TRe •TIte Roof 1538 Mortar. MEDITERRRNERN ROUT, TILE 4 X29111 Mortar Set '4 €- 44 • NO. 856 gel 5- LABELING All tiles shall bear the imprint or identifiable marking of the mnuff tur is 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. 63.2 Any other docurts required by the Building Official or ap ttcabll; building mn code to order to psoperlp a iminate the installation of this syggm. 12/01 /2003 11:01 MEDITERRANEAN ROOF TILE 4 3058929111 JAN -10 -1999 SUN 08:19PM ID: NAIL HOLES MONIER LIEETILE MISSION `S' CONCRETE ROOF TILE PROFILE DRAWINGS MVIONIER LIF'ETILE ESPANATh MISSION CONCRETE ROOF TILE END OF 'EMS ACCEPTANCE PAGE: 6 • 0EC15 -03 13:11 ia w MIAmiti APPROVED: a6rt4F2J4l FROM -ABC SUPPLY FT LAUDERDALE PRODUCT CONTROL NOTICE OF ACCE,PTANCE Palyfoum Products, Inc. 2400 Spring- Stucaner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of Two Component Polyurethene Foam Adhesive under Chapter 8 (Atha Code of Miami -Dade County goverx utg the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-D;tdc County Building Code Compliance Office (BCCO) under tide conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO 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 °r.maierial fails to perform in the approved manner, BCCO may revoke, modify,•or suspend the use of such product or material immediately. BCCO reeves the right to revoke this approval. if it is determined b BCCO that this product or material fails to meet the requirements of the South Florida Building Cade. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: EXPIRES: Q5/141A00 • This application for Product Approval has been reviewed ; by the BCCO and approved by the Building Code and Product Review Committee to he used in Miami -lam County, Florida under the traditions set forth above. • • t c 954- 938 -20T4 T-596 P.01/08 F -015 MIAMI -DADE COUNTY. FLORIDA ME R.O -DADS: rLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE I LAGLCR BUILDING I.tp WEST FLAGLEtt STREET. SUITE I6tD MIAMI, FLORIDA 33I 3P- SQ (303) 375 -39U1 FAX (305) 375.3000 CuPrrnAcrou L1CSNSING SECTIGi4 (3G5) 375 -2W FAX Q0s1375S:35S coNTRAC oR ENVORCEmENT bWI.StON MY/5490 FAX (3055 37S 2908 Pitaa tiC r =want, anlstom (300375-2m FAX (305) 372-4)3* Raul Korb lbw Chief Product Control Division Francisco L Quintana. R_A. Director Mimi -Dade Courtly Building Code Compliance Office interact mait address: ( mstraastera)butldinecodeonfincenro ! Nnasitn;*..a -- hren " DEC -05-03 13:11 . ,lyf am Prodne s Inc. ROOFING ASSEMBLY APPROVAL Cataglipv; Roofing ft ItoorTile Adhesive Akk Eiala Polyurethane 2. PROD1i3CT DESCRIPTION Manufactured by Mama Po &naval AH 160 Femoral) RTF 1000 Pro Pact& 30 & 100 Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability FROM -ABC SUPPLY FT LAUDERDALE .pitncasions WA N/A iNIA 2.2 Typical Physical Properties: Erna!! Isat Density ASTM D 1 622 Compressive ASTM D 1621 Strength ASTM M D 1623 ASTM D 212 ASTMS 96 ASTM D 2 126 2 ACCEPTANCE No. ; 01-- 0521_02 • 954 -936 -2074 T-596 P.02/08 F -015 Test te PA 101 Reantts 1.6 lbsift. •18 PSI Parallel to rise •12 PSI Perpendicular to rise 211. PSI !Pandit' to rise 0.08 Lbs./Ft 3.1 Perm /Inch Approval Date: June 14, Del Eaacpimtioit Data; k tlt. 2au L SCOPE This approves Polypro® AH160 es smtnutacturecl by Polyfuam Products, Yom as described in Section 2 of this Notice o f Acceptance. For the locations wire the design pressute mquirements, as detemint:d by appllcabie building cede, does not exceed the design mess= values obtained by calculations in compliance with Roofing Application Standard RAS 127 for use with approved flat, low; and high profile roof tiles system using Polypro@ AH 160. Where the attachment calculdions are done as a moment based system for single ply placement, and as an uplift based system for double paL y systems Product Descrintion Two component polyurethane Dispensing Equipment Dispensing Equipment" 2.1 Components or products manufactured by others: Any Miami -Dade County Product. Control Accepted Raa(Titc A xmbly having a curmat NOA which list uplift resistance values with the use or Polypm All f60 roof tile adhesive. *0.07% Volume Change @ -40° F.. 2 weeks *6.0% Volume Chan • frd 1 Mumi4i'tty, 2 weeks Frank Likings. RZRC Product Control Examiner • DEC=05 -03 13:11 FROM -ABC SUPPLY FT LAUDERDALE Polyfoam P1'odu c. 954-938-2074 T -596 P.03/08 F-015 ACCEPTANCE No. 01 -052102 Note~ The physical properties listed above are presented ss typical average values as detcrnnined by accepted ASTM test methods and arc subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roaf Titc Assembly for fire rating. • 3.1 Polypro® AH160 shall solely be used with flat, tow, & high tae profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AEI i 60 roof tile adhesive with their the assemblies shall test in accordance with PA 101. 3.S Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tae adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the u e of Polypro® AH 160 shall provide suiftcicnt attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tole assembly NOA • 4.3 Polypro® A11150 roof tile adhesive-.and its. components shall be installed in accordance with Roofing Application Standard RAS 120, and PoIyraam Product. Inc. Polypro® AHI64 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained'Quafified Applicator` approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdicxion. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 {B). The dispense timer shall bo set to deliver 0.0175 to 0.15 pounds per tide as determined at calibration. No other settings shall be approved, 4.6 Polypro® AH I60 shall be applied with Foarnpro RTFI000 or ProPack® 30 & 100 dispensing equipment only. • 4.7 Polypro® AH 160 shaft not be exposed permanently to surnl Frank Zuloaga, RRO Product Control Examiner Table 1: Adhesive Tile.Profile Placement Placement Detail For -Each Generic Tile Single Paddy Weight Min. (grams) Profile Two Paddy Wright per paddy Men. W) N/A Flat.j w. High Profiles ii i _ 35 High Profile (2 Piecc Barrel) /I 1 I7 /side on cep and 34/e an N/A Flat. Low, High Profiles #2 24 N/A Flat, Law, Hc�h Profiles g3 8 • • CO5 - 03 13:12 FROWABC SUPPLY FT LAUDERDALE 954 T - 596 P - 04/06 F - 015 bier ®ate Prg4u_ct Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiilcs - roust be adhered in freshly pptied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AK1 60 has been dispensed. 4.9 Palypro® AR 164 placement and minimum patty weight shall be in accordance with the 'Placement Details` herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING • AU Polypro® AFi16O containers shall camply:with the Standard Conditions listed herein, 6. BUYLDANG PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation alibis system. 4 Frank Zulot, RRC Product Control Examiner 'DEC-05-03 13:13 FRCI4-ABC SUPPLY FT LAUDERDALE P oIy(oam Products.. nc. • AuITESIVE PLACEMENT DETAii. I SINGLE B'ATT'Y , . ACCEPTANCE No.: 01- 052102 954- 938 -2074 T-596 P.05/08 F -015 Prank Zutoaga, RR.0 Product Control Examiner • 'DEC'05 -03 13:13 FROM -ABC SUPPLY FT LAUDERDALE Po lyforug Products, Inc. AGIIESiVE PLACEMENT DETAIL 2 SINGpE PML�TTY Alt 6 054 -938 -2074 T -596 P.06/08 F -015 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control &omit= DEC-05-03 13:14 FROM-ABC SUPPLY FT LAUDERDALE el oana • ADHESIVE PLACEMENT DETAIL 3 DOUBLE FIFTY ' . .1 ACCEPTANCE No. 01-0521.02 7 CI • 054-038-2074 7-508 P.07/08 F-015 Product Control Exarnincr Frank Z it/ n ag:LI ItitC ''DEC - 0 13:14 FROM -ABC SUPPLY FT LAUDERDALE 954- 836 -2074 7 -596 P.08/08 F -015 • FeI Products jnc. ACCEPTANCE No. ; 01- 0S221,4z Renewal of this Ace ptanca (approval) stall be coi1sidcred after a renal al application has been filed and the original submitted dorurr mts, including test -supporting data, =aim:ring &t attnems. are no older than sight (8) years. • • ? Any and all approved products shall bw pcnnanntly labs kxe with the manufacturer's ruche, city, state, and the fallowing statcmcntc "Miami -Dade County Product Control Approval ". or as sp<Zific lly stated in the specific co titian of this Acceptance. 3. Renewals of Acccptancc will not be cortsidcatdd if ' a, There has bit a edge: in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the cum charter. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance hailer has not complied with all the re quirrnents of this acceptance, including the correct installation of the product. d. The engineer who originally prepared; signed and scaled the required documentation initially submitted, is no longer practie ing the ecginecring ptofc ssion. • 4. Any revision or change in the maroiials, use, and/or manufacture of the product or pro= shall automatically be cause .for tenninuron of this Acceptance, unless prior written approval has been regtzestnd (through the Sl"utg of a revision application with appropriate fed) and granted by this office. 5. Any of the following shall also be grounds For removal of this Acceptance: a. Unsatisfactory performancc of this product or press. b. Misuse of this Acce:ptancc as an endorsement of any product, for said, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -pads County, Florida, and followed by the expiration dare 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 Acccpatncc as well as approved drawings and other documents, where it applies, shall be provided to the user by dtc manufacturer or its distriburors and shall be available for inspection at the joie site at all time, The engineer need not reseal the copies. 8. Failure to comply with any =dal ofThis Acccptaace shall be cause for termination and removal of Acceptance. 9. This Norio of Acceptance consists of pass 1 through X. END OF TITS ACCEPTANCE X Frank Zulct, RRC Product Control 2xanlincr A iIECORDED o MME INSPECTION 111111111111111111111111111111111111111111111 • PERMIT NO. • TAX FOLIO. NO. / 1 3� .d Co b 13 STATE OF FLORIDA COUNTY OF MIAMI -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: / / 7 .!~ q -.-� 2. • Description of Improvement: 3. Qwner(s) name and address: 667wvc % T r,ilivrP7 l (7 rE ?'3 S ft kit clloreF Interest in property: Ce -Mirk Name and address of fee simple titleholder. 4..Contraotor's name.and. address: (� n-� c-J— w 3314 5. Surety: (Payment bond required by owner from contractorrtany)DF Fi: 'R,)A. COUNT oF,pADE. 1 HERE't v C: t'rOFV Ina: tuts IS a uu ong,nat hi. ci to this cam. on Ja �l AD 20 •- ) Name and address: Amount of bond $ 0 6. Lender's name and address: t7 /H provided by Section 713.13(1)(a)7., Florida Statutes, Signature of Owner Print Owner's Na Sworn to and su Notary Public Print Notary's Na My commission expires: 123.0142 PAGE 4 8/02 w .»b_. CFh1 2003R0906374 OR Bk 21881 Ps 3202; (1P9) RECORDED 12 /08/2003 13:05:37 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUH'fY, FLORIDA LAST PAGE Prepared by HARD[:`: r.• i' C:.. ,•aito Courts REV — C-- 'e -10 couw' 7. Persons within the state of Florida designated by Owner Zon..whom notices or other documents ma be served as Name and address: 0 8. In addition to himself, Owners 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: • 9s Expiration date of this Notice of Commencement: (the expiration date is ..1 year from the date of recording unless a different date Is specified) Address / j e q jj PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, :Florida 33138 • Phone: 305 - 795 -2204 • Fax: 305- 756 -8972 Date 19- ' 30 - 0 4 . 1 - ) Address 1 l 7 t" Legal Description Owner /Lessee/Tenet Vvs 7i i Owner's Address 1(1 Tax Folio ! 11216/033 nO. Historically Designated: Yes No Master Permit # Phone Contracting Co. /AUL° / ` Address loge " :1 7'4,01 1'' z Q ualifie LOU t6 ss# ,r ( Phone 78,i c32.- - t 1) State # / � y'L c 0 'Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING WORK DESCRIPTION: ge"ove... Square Ft. Competency # Ins. Co. ELECTRICAL PLUMBING MECHANI L 60/ a K � ' Zv / '(L r Estimated Cost (value) L' /Odds t X OFI WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. ign Condo President -'!.. Not. to Own: Oand/or Co :h'i`' My Commission p COMAISS M. MY COMMISSION M. 5 ". FEES: PERMIT v "� RADON APPROVED: Zoning Building Mechanical Plumbing Signature of Contractor or Owner Buil er � 'Y✓� �'' r)TARY SEA■ Date No • • s t Contracbr # • . �' ! tY BURNS • " •� STATB OF FLOUT My Commission Expres COMMISSION NO. CCII44007 MY COMbIISSION EXP. JUNE 6. ? ?03 C.C.F - (/) V NOTARY Date Date BOND TOTAL DUE Electrical Structural Engineer Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address Section A (General Information) ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Re- Roofing ❑ 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: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Process No. k/y INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION $ SEPTIC TANK ROOF TEMPORARY SERVICE $ BEAMS & LINTELS S TUB & TOP OUT POOL SOLAR HEATER S FRAMING $ GAS AIR COND. MOTORS $ FINAL $ FIXTURES CLEAN UP SEPTIC TANK S SLAB S FIXTLJRFS & FINAL SOLAR HEATER SLAB SPECIALS PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE RE- INSPECT BY $ SEPTIC TANK FEE TEMPORARY SERVICE $ SEWER S TUB & TOP OUT $ SOLAR HEATER S RANGE CONN. $ GAS SEWER MOTORS $ $ FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING DATE FEE TEMPORARY SERVICE ROUGHING S TUB & TOP OUT S RANGE CONN. SEWER MOTORS $ FIXTURES SEPTIC TANK S S FIXTLJRFS & FINAL SOLAR HEATER FIXTURES GAS CONTRACTOR J/ r s r Et- G7 � / PHONE PERMIT NO. 76 5 I DATE ' z,(43- O' ` FEE $ NEW BLDG. I ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE ROUGHING S H. W. HEATER CONN. S RANGE CONN. S MOTORS $ FIXTURES S S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT' BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. I FIXTLJRFS & FINAL 4. pi,v BUILDING INSPECTIONS 7747,1 CONTRACTOR PERMIT NO. NEW BLDG. PLUMBING I DATE ALTERATION PERMITS & INSPECTIONS I ADDITION PHONE FEE $ REPAIRS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY /'�6 OWNER'SN // AME ,OA a,BS. Z W. ""o.) PRESENT ADDRESS S/ A,6-: ,3C LICENSE NO. 26Z(m PHONE NO. JOB LOCATION ((SST. OR AVE.) 1 ¢ LOT BLOCK SUBDIVISION GENERAL CONTRACTOR 6aA.J C - /ill.)GJr t X a ADDRESS PHONE NO. LICENSE NO. BUILDING PERMIT NO. // p- elf ll- DATE PERMIT FEE $ 6 eAl. BUILDER'S BOND NO. U' ` DATE 4_ Z/ -'Z ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST $ �DG ead3 e ,1, WC, - 'ry - JS • DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: G. K. ,:14 e.• DAT= 2.1 - cfg NEW CONSTRUCTION TYPE c 5 STORIES O..1 ® ROOF' CONSTRUCTION ? ...e- INTERIOR CONSTRUCTION I .44 7, m,,) c --. e. -,,,� ®a gaol REPAIRS ��pp �� p �' DESCRIPTION . may D f" � ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTFD TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. d 7� I ISSUED (- '.- i ry � BY ("AA �I TO L. .b -) ` 14 L- So t-I BUILDI1 PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE THIS LICENSE MUST BE DISPLAYED IN A CCSNSPICtIOUS PLACE A PENALTY IS IMPOSED FOR FAILURE TO KEEP THIS LICENSE EXHIBITED AT YOUR ESTABLISHMENT OR PLACE OF BUSINESS Vi ll a ge THIS LICENSE EXPIRES 19 In consideration of the sum of Wan ti Fiv 4,14 - 1/2 * **ii++ ** *****4" u a 1; ot . a Dollars Paid to Miami Shores Village, Dade County, State of Florida, 1.4 1. :ti':j►i:, ,> :".* 117 .1 „ 9,3a1 ..t is hereby licensed to engage in or operate the business of MIAMI SHORES VILLAE, FLORIDA Date Issued 1 rra al 195.4 By THIS LICENSE NOT TRANSFERABLE WITHOUT THE APPROVAL OF THE VILLAGE MANAGER. MSV /1958 3d. ff License N? 2626 APC 6 tidS17e�a. �/EWNER'S z' NAME �• EN J48 LOCATION (ST. OR AVE.) GENERAL CONTRACTOR BUILDING PERMIT NO. ZONE PEOUIREMENTS DRAWINGS, SPECIFICATIONS DATE �/1/ PERMIT FEE Ski- .41) CU. FT. RESTRICTIONS AND CUBE CHECKED BY, PRESENT ADD/° . S //7A(E, ' -Of,., LOT BLOCK PLAN CUBE ADDRESS CU. FT. BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE LICENSE NO. SUBDIVISION PHONE NO. BUILDER'S BOND NO. DATE ce 0 0 EST. COST S PHONE NO. LICENSE NO. DATE NEW CONSTRUCTION TYPE �� STORIES ROOF CCONN f/�j�M INTERIOR CONSTRUCTIOP( /`��L/ �/�`I�l/�Ci /iG/lo' /� �.L� f�,�QQ� REPAIRS DESCRIPTION ALTERATION DESCRIPTION p Q .� yy � �/ �L// I 9Z4i'�� /(AO ,07,. 'X�( / I ADDITION �c,o; A BQ3. SUBMITTED TO PLANN.LN.G BOARD APPROVED Al' REJECTED R F RED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. I ISSUED BY TO �/EWNER'S z' NAME �• EN J48 LOCATION (ST. OR AVE.) GENERAL CONTRACTOR BUILDING PERMIT NO. ZONE PEOUIREMENTS DRAWINGS, SPECIFICATIONS DATE �/1/ PERMIT FEE Ski- .41) CU. FT. RESTRICTIONS AND CUBE CHECKED BY, PRESENT ADD/° . S //7A(E, ' -Of,., LOT BLOCK PLAN CUBE ADDRESS CU. FT. BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE LICENSE NO. SUBDIVISION PHONE NO. BUILDER'S BOND NO. DATE ce 0 0 EST. COST S PHONE NO. LICENSE NO. DATE INSPECTIONS - DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION f/(/S $ RANGE CONN. BEAMS & LINTELS ' /4 " $ FIXTURES FRAMING $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY F1t*AL CLEANUP /0/47 L C `4/y LUMBING P RMITSS & INSPECTIONS CONTRACTOR //E LD , ` O n ��//I� PHONE ! `1T/ 7 �� PERM IT NO. �7�f (I DATE ((( ppp) /7'07 FEE $ 4 . NEW BLDG. ALTERATION �yt ADDITION /� REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE I S SEPTIC TANK + (F /� �J �.4 f� - AV , J $ / eO SEWER $ SOLAR HEATER $ GAS S $ INSPECTIONS DATE BY BY RE- INSPECT BY REINSPECT BY ROUGHING 93'7/4,s/ GAS SEWER SEPTIC TAN / /ii 7 L', FN'S SOLAR HEATER FIXTURES ELECTRICAL PERMITS & INSPECTIONS r SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING /0/47 L C `4/y H. W. HEATER CONN RANGE CONN. I FIXTURES & FINAL • BUILDING INSPECTIONS 'CONTRACTOR /51 f?Iff fC PERMIT NO 0 �} -� / DATE } QJ y 4 IJ I ALTERATION I ADDITION EW BLDG. PHONE 7/66'0 - FEE S REPAIRS /I'PROVAL TO POWER CO. FOR SERVICE DATE BY 117 N. E. 93rd St. by L. W. Nelson year annual tax . /9s a,_ a period used amount paid date paid receipt # � � -.3/ ° Z . �a�' o 3360 PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER r 2 . 4./ 1940 �// /o - .t/ ~/O / / - 111111 _,,. .I.I �I A_1 Q�Ij%/ 1941 D"a O r ,2 - 5 - 5 - -5'_5, a 1. j1' 1942 1943 _ d c, "' oo O / /0 - il *E / Q . 0 /e • C> ' / 1 /4 -- v /,413q.27 / c9/1j / 9 4 S 3 -id-c14 / - 7 -- v ,7 )''J I // L / G 6 ! a (7 J 6 / %.1 t^ 0 / -, .. 19� i�� / � rv.- 4.6/1__--e s ! 1944 1945 1946 1947 _ ,/,' -( ee IAJ . 1.rn..._ 1 1 I t( // 1948 /�S• o CJ / - 8f �d l i ( 7 /- i - 4"0 , //of/ �/ Ii 1949 1 / /�' 3/. � /i- 3 5D /' .1 5- ./. ! _2 - 3 -5a /% /O �j / / If7 // I I 1950 // LOCATION 117 9 Q6t:2eot GARBAGE TAX RECORD N° CE zTIFICATE OF OCCUPANCY I MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION -� 1; ' 1 r 877 Miami Shores Village, Florida, l -5 -'59 Owner, Agen Jr Tenant of Building Lot . ' -7 Block ? Subdivision Street Address.. 117 St. Approved use b,r occupancy end o of '. ^c_ ?ootl Remarks. This Certificate of cupancy is issued to the above named "' for building at abo named location only upon the express provision that the applicant will abide by and cor - 7 with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical imbing and Building Ordinances of Miami Shores Village pertaining to the erection, cony ' .tion, alteration or remodeling of buildings or structur C11:::-) r.. ; BUILDING W-ISION Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 n Printed: 1/21/2003 IJ Applicant: COLETTE `. Owner: MILLS n (� JOB ADDRESS: 117 u V) `Q Contractor HEIT LOUIS S Local Phone: Parcel # 1131010330880 NW 93 Fees: Description Amount FEE2002 -7459 Building Fee $60.00 FEE2002 -7460 CCF $0.60 FEE2002 -7461 Buildier's Bond $300.00 Total Fees: $360.60 Total Fees: $360.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/28/2003 Work: REMOVE EXISTING SOLAR WATER HEATER (4X8) AREA AND REPLACE TILES. REPAIR LEAK OVER SOUTHEAST BEDROOM (3X4 AREA) If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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 rization. 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 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 ants or employees. ordin by his agents, Signed: Signed: 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, atements 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, se -nts •r employes. Building Permit Permit Number: BP2002 -2225 MILLS COLETTE ST Page 1 of 1 Contractor's Address: 8040 TATUM WATERWAY DR 19 Legal Description: MIAMI SHORES SEC 6 PB 10 -39 LOT 21 & 22 BLK 133 LOT SIZE 100.000 X Construction Value: $1,000.00 (INSPECTOR) BY: REG I01 012103 1029 MC401 004113 CASH $360.60 (Contractor or Builder) BY: Qualifier Owners Address WORK DESCRIPTION Square Ft. ( 4 /00 v FEES: PERMIT ,(/U APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / / —/5 DOJob Address J / 7 /r/ '1 Tax Folio Legal Description Historically Designated: Yes No X Owner/Lessee / TenantY 4/ . .41, 07 Master Permit # �gS, 1/7X'Ac // 93 j'r Phone o ' S -es �/3S Contracting Co I KC / V D F V O F i N 5 Address / G 3 SO sc.- ' S 3 e r XiIiKe //vr State # C c c 0'/ a- f S Municipal # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL T1 re 4, Moot, fv" e... Lo f. OA- I 47 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo esident Date .DL A 5130- - 6 a //, b •- otary as t.I Owner My Commission Expires 1AI.:14-1 nRY 4 ,4' _ pP e4 AN .i SECKER 2 I, t n (» SSiOH NWAIIEG. �' -t• a CC786e97 - O N MY COMMISSION FXF.P.-s . OF FAO NOV. 1 nil?. RADON Building //3 Plumbing Competency # Address Address 6.0 / IS TAC.C- A''u C.C.F. Phone 3o5 - z 3S- 72 Si Notary as to Con My Commission E Electrical Ins. Co. AVING FENCE SIGN /40/11/ -er f"A" i:S Caw-- l'ttf(i wh ri Estimated Cost (value) / 5 Do 0 / / - -•dv Date Date NOTARY S O ( BOND - 312 TOTAL DUE 6/ Structural Engineer zy l ') (V • A RECORDED COPY MUST BE POSTED `ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: r? 6 1 2000 DEC 1? 14:18 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: 1/ -) wL sfi 1 5/ d r- e S /Z 2. Description of improvement: K 6-c - o a 'I 3. Owner(s) name and address: f r°r' IC'mow c'0 4 /l ? ci 2 - S7 Interest in property: Name and address of fee simple titleholder: 6. Lender's name and address: Signat rte e o Owner " Print Owner's Name i7e=? NOTICE OF COMMENCEMENT /V 4. Contractor's name and address: AK /-' Fic er /6 3 fi) Sworn to and subscribed before me t• '. ammtwrz„ , 20 c9c S ri! JJy� � i T w �f Notary Public Print Notary's Name My Commission Expires [MATE OF FLORIDA. OOUNTY OP DADE he B HEREBY ERTIFY that this is a true t original r, 'isotaee on - , A 0 20 _______ Seal. rw / s4- - ,C /s3 e- 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: /VA Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: vel 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 different date is specified) Prepared by Address: /6 s 3'c.' Sw i 5 <7 DEAR SIR: J. BONFILL & ASSOCIATES, INC. ARCHITECTS & LAND SURVEYORS 9360 SUNSET DRIVE SUITE 265 MIAMI, FLORIDA 33173 VOICE: (305) 598 -8383 FAX: (305) 598 -0023 EMAIL: jbonfill @bellsouth.net TO: BUILDING INSPECTOR MIAMI SHORES BUILDING DEPARTMENT PERMIT No: 444 z' PROJECT: RE -ROOF AT 29 N.E. 96 STREET MIAMI SHORES, FLORIDA LETTER OF INSPECTION November 22, 2000 J. BONFILL & ASSOCIATES INC. INSPECTED THE ABOVE REFERENCED PROJECT TO DETERMINE IF THE STACKS OF ROOFING TILES THAT HAD BEAN LEFT ON TOP OF THE GRANULAR SURFACE 90 # ROOFING MATERIAL HAD DAMAGED SAID MATERIAL. UPON VISUAL OBSERVATION, AND TO THE BEST OF OUR KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT WE FIND THAT THERE IS NO DAMAGE TO THE EXISTING ROOFING MATERIAL. THIS INSPECTION WAS CONDUCTED ON NOVEMBER 22,2000. IF YOU HAVE ANY QUESTIONS ON THIS MATTER PLEASE DO NOT HESITATE TO CALL ME AT MY OFFICE. SINCERELY, Ct" WjA (6"- Cere JACQUELINE BONFILL GEE REGISTERED ARCHITECT STATE OF FLORIDA AR0013685. Contractor's Name: / ' t I l C- koFro Job Address: l ( � L 9 3 ST ROOF CATEGORY • otvie A - rcrfw ri S " (Low Slope Application) ❑ (Nail -On Tile) ('- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ig Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (f1 / 3 O 0 Sloped Roof Area (ft 2 7 0 0 Total (ft 90 00 Master Permit No. Exposure category (per ASCE 7 - 88): Building Classification category (per ASCE 7 -88 table 1): 0 12101.78 4/99 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) p (� 3 3I 7L Jc ,,,' u' P Ft. A v Ft. A v 4 . ero/ Mop `I "Ss I 6 4r6 Ply 31" #7S G AF6C4S Deck type: S%& "f/y4.10 ATTACHMENT S , Fastener Type: / y SPACING Field: / Perimeter: 6 Corner: 6 Page -1 r r ROOF PLAN f - -Z3r .Z71: - - i i FtAr -, : I . . , : FL41. I Ridge Ventilation? NA MEAN HEIGHT / 7 Deck type: 318 f ly .iIOO z Underlayment: Insulation: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 12" 500? SLOP, D E T A I L 3 * SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cup Sheet: /v1H E.5, dz "/6 90 /b t3RCt:,va l t. 2 " o �. Roof Covering: Drip edge: TILE CALCULATIONS 3 " 3" eVeS 24 C - D y " (Pmaxl: 946-x% (Aerodynamic Multiplier): 2 y ) - M 6 = M 6 PCA: yU. Y (Pmax2: 496 x A, (Aerodynamic Multiplier): r 5 � ) - M g : 6 = M r2' :.Z 0 PCA: 1O. Y ' (Pmax3: '6 x (Aerodynamic Multiplier): r 2 - 4 / ) - M 6 = M 2-0 PCA: 4 /0. Page -2 moit.Ner /9i 1101./4 ,nl4r oi •le ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description h) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals pea / i t= 0 16,4-77-/ 123.01.12 PAGE 2 7/99 APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try 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. . Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ,a*Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) ommon Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. )posed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from �/ below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. onding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. verflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. v entilation: Most roof structures should have some ability to vertt natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. he owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Gt14 Date Contra r signature M I A M.I -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20 St. Boca Raton CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Ir applic ion for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Atlantis Shak• and Slate Flat Profile Tile under C ',ter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Co uction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from ajobsite 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.: THIS IS THE - 1012.07 Expir's:12 /16/2002 FL 33431 (Revises No.: 98- 0604.01) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING t -0 \VEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 Raul Rodriguez Chief Product Control Division ERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building. Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /30/1999 1 of 8 Internet nail address: postma7r 1 buiidingcodeonline.com -'Francisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.huildingcodeonline.com MONIER LIFETILE LLC 1. SCOPE This revises a roofing system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC 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: Flat Profile Tile 2. PRODUCT DESCRIPTION Test Product Manufactured by Description Applicant Dimensions Specifications Monier Lifetile I = 15" PA 112 Flat, interlocking, high pressure extruded Atlantis Shake and w = 10 3/8" concrete shake and slate roof tile equipped Slate Tile 1 1 /°" thick with two nail holes. For direct deck, mortar or adhesive set applications. Trim Pieces Product Rainproof 11 Ice and Water Shield NOTICE OF ACCEPTANCE: STANDARD CONDITIONS, I = varies w = varies varying thickness Dimensions 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll PA 112 2.1 Components or products manufactured by others Test Product Specifications Description 2 ACCEPTANCE No. : 9999 - 1012. APPROVED; :December 30, 1999 EXPIRES :December 16, 2002 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. PA 104 Single ply, nail -on Protect -O -Wrap, underlayment with 2" Inc. self-adhering top (with current NOA) edge. PA 103 Self - adhering unde Manufacturer W.R. Grace Co. NOA) lwltn cu Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - a. (ft') Tile Profile Direct De k Appli•ation Monier Lifetile Atlantis Shake & Slate Tile — v� Product Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 3. LIMITATIONS APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Dimensions Specifications Factory premixed canisters Clips PA 114 Min. '' " width Appendix E Min. 0.060" thick Clip Fasteners Min. 8d x 1 '/" Product Description See PCA Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Manufacturer Flexible Products (with current NOA) Generic 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped under.Iayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlavment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake & Slate Concrete 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. Data For Attachment Calculations rranK Luioaga, • ' . . Roofing Product Control Examiner Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Ti leTiteT" ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar 41140") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar M ix") Roof Tile Adhesive ( "Polypro® AH 160 ") NOTICE OF ACCEPTANCE: Dimensions Vertical Min. 1"x 4" Horizontal Min. 1 "x4 "for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" g8x 2 A" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Test Specifications 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 See PCA 3 APPROVED :December 30, 1999 , EXPIRES • :December 16, 2002 STANDARD CONDITIONS Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products tivith Current PCA W, R..Bonsal Co. with current PCA Two component Polyfoam Products, polyurethane Inc. adhesive designed for adhesive set roof tile applications. Frank Zuloaga, R.RC Roofing Product Control Examiner Table 4A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProTM . 1 4 PolyPro 40.45 7 4 Large paddy placement of 45 grams of PolyProTM' 5 Medium paddy placement of 24 grams of PolyProTM. Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set' 39.0 iY1UINILK Lill P..; LLC; ACC.�tiAL`l�L' '(O.: yy-1Vi -•U APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NQTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. 6 Frank Zuloaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 j 48.3 Installation with a 4" tile headlap and fasterners are located a min. of 2 from head of tile. Table 4: Attachment Resistance Expressed as a Moment M (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Fiexible Products Company TileBond Average weight per patty 13.9 grams. Poly Product, Inc. Averaae weight per patty 8 grams. Table 2: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" S ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Di ct D$ck Direct Deck Direct Deck Direct Deck DirectDeck (6.0 , 5.9 5.8 5.6 5.5 MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Frank uloaga, RRC Rooting Product Control Examiner MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.07 8 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available For inspection at the job site at all 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 ACCEPTAN Frank Zuloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC ACCEPTANCE No. : 99-1012.07 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS 1 91 , 11/2" - I" •- ...•• • - APPROVED :December 30, 1999 EXPIRES :December 16, 2002 WATERLOCK 151/e.. 7 1 1 fa" MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE I I Frank Zuloaga, RRC Roofing Product Control Examiner PRODUCT Ostrom NOTICE OF AC'Cf P Polyfoam Products, Inc. 2400 Spring•Stuebner Road Spring, TX. 77383 ACCEPTANCE NO.: 98- 0303.02 Renews: 96- 0402.02 EXPIRES: 04/16/01 APPROVED: 04/16191 1 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING NCE BUILDING CODE COMPLIANCE OFFICE METRO-DACE FLAGLER BUILDING 140 WEST FLAGLER $ REET, SUITE 1 603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 3/5.2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372.6339 Your application for Product Approval on Poll/foam Prnducta "PolYnro AH -160" Roof Tile Adhesive under Chapter 8 of the Mianti -Dade County Code governing the use of A Itemate Mutcrials and Typos of Construction, and completely described in the plans. specifications and calculations as suhmitted by: The Center for Applied Engineering, Inc. and Mites Laboratories Polymers Division has been recommended for acceptance by the Ruilding Code Compliance Office to be used in Uadc County. Florida ' .inder the specific conditions set forth an pages 2.14 and the standard conditions on page 15. This approval shall nut be valid after the expiration date stated below. The Building Code Comp(innee Office reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the :;~proved manner, the 3ui■Uin6 Code ■umplianee Office may revoke. modify, or suspend the use of such product or material immediately. The Luilding Code Compliance Office reserves the right to revoke this approval, Wit is determined by the Building Code Compliance Office that this product or material fails to nivet the requirements of the South Florida Uuildinb Code. The expense of such testing will he incurred by the manufacturer. aul Rodriguez Product Control Supervisor T HIS TS THE COVFFLSH)r• •T SEE ADM' i PAGES FOR SPECIFIC AND G NERA CONDITIONS BUILDING CODE COMMITTEE This application far Product Approval has been reviewed by the Milml•Olde County Building Code Compliance Office and approved by the Building Codc Committee to bu used in Dade County, Florida under the conditions set forth above. Charles Danger, RE. :. Director Building Code Compliance Dept. Miami -Dad County Internet matt address: postmaster ®bulldingcodeonelne,com Momepege: http :/ /www.buttdtngcodeonl(ne•com POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Cate .or is Sub- Cateeorv: Type: Sub -Tvoc; PRODUCT CONTROL NOTICF. OF ACCEPTANCE, ROOFING COMPONENT APPROVAL A leant• Polyfoem Product., Inc. Product Control No.: 98- 0303.02 2400 Spring - Stuebner Road Spring, Texas 77383 -1132 Approval D,tc: Aarit 16, 1998 Expiration Date. April I6,2001 Roofing Component Fastening/Adhesive Roof 'rile Adhesive Two Component Polyurethane System Description r'olyfoam Products, Inc.. produces two - component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. 1'oiyprol0 AHI60 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTFI000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTF1000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products. Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Contact: Pat Murray P.O. 13oc 1132 Spring, Texas 773,13-1132 Phase: (713)350.8888 Fax: (713)288 -(45n Page 2 of 15 Frank Zuloago, RRC Roofing Product Control Examiner POL`YFOAM PRODUCTS, INC. Prnduct Control No.: 8 -0303 AZ TRADE NAMES OF PRODUCTS MANUFACTURED OR LAUELED BY APPLICANT Product Tat Product Dimensions Specifications Desert Ilion Polypi AHt60 N/A PA 101 Two component polyurethane Foam pro® RTF1000 N/A Sce Detail Attached Dispensing P 6 Equipcnent Page 3 of 15 Frank Zutoaga, RKC Roofing Product Control EAamincr POLYFOAM PRODUCT'S, INC. Product Control No.: 98 0303.02 TRADE NAMES OF PRODUCTS MANUFACTURED 13Y OTHERS Product Undcrlaymcnt Roof Tile Test Criteria PA 120 PA 101 Product Description All Dade County Component Approved products as detailed in Dade County Application $tandard PA 120 . All Approved roof tile systems having tested in compliance with Dade County Protocol PA 101, as detailed in the systems section of this Component Approval Page d of 15 Manufacturer All Dade County APPruvcd Products All Dade County Approved Products Fran Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Test Atencv Product Control No.: 98- 0303.0; TEST REPORTS Test Identifier Test Name /Rcnort ate Center for Applied M94.060 Miami Dade Protocol 04 /08/94 Engineering PA 101 Center for Applied 257818 -IPA Miami Dade Protocol 12/16/96 Engineering PA 101 Center for Applied 25- 7438 -3 SSTO 11-93 10/25/95 Engineering Center for Applied 25- 7438 -4 SSTD 1 1.93 10/25/95 Engineering Center for Applied 25- 7438 -7 SSTD 11-93 11/02/95 Fnginssring Center for Applied 25.7492 SSTD 11-93 12/12/95 Engineering Miles Laboratories N8. 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories. 9637 -92 ASTM E 108 (14/30/93 Inc. Southwest Research 01-6743-011 ASTM E 108 1 1/16/94 Institute Southwest Research 01.6739- 062b(11 ASTM E 84 01/16/95 Institute Trinity Engineering 7050.02.96 -1 PA 114 03/14/96 Page 5 Frank Zulonga, RRC Roofing Product Control Examiner POLYPOAM PRODUCTS, INC. Product Control No.. 98- 0303.02 TYPICAL PHYSICAL PROPERTIES Property Ulf Results Density ASTM D 1622 1.6 tbsJrt.' Compressive ASTM L` 1521 III; PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM U 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor ASTM E 96 3.1 Perm / Inch Transmission Dimensional ASTM U 2126 +0.07% Volume Change Q •40 f., 2 Stability weeks +6.0% Volume Change @I 58 I00% Humidity, 2 weeks Closed Cell ASTM U 2856 86% Content Note: The physical properties listed above arc presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. Page 6or15 Frank Zuloaga, RRC Roofing Product Control Examiner PO!,YFOAM PRODUCTS. INC. Product Control No.: 98. 0303.02 SYSTEMS Deck Type: Wood. Non-insulated. New Construction /Remo( Dcck Description: 15 /32" or greater. plywood or wood plank. SYSTEM A: Adhesive Set Application Slope Range: 2 ":12" to 7":12" Uaderlayment: Shall comply with Miami -Dade Roofing Application Standard PA 120 Roofing Tile: Any roof tile assembly !caving a current shall be applied in compliance with the Component Application ceetion and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sulrcicnt attachment resistance expressed as a moment It meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 1 I S or PA 127. The adhesive attachment data is not - ' :., !!,- reef Lila a$seolhly ) 4OA. Comments: I. All 'System (,imitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS. INC. Product Control No.: 98- 0303.02 SYSTEMS (CONTINUED) Deck Type: Cuncrcte, New Construcnon/Reroot' Dcck Description: New construction SYSTEM B: Adhesive Set Application Slope Range: 2":12" to 7":12" Underlaymcut 1 Install Approved underlaymcnt system of one of the following: Waterproofing: Underlayment: (30/90 Not Mop) fully adhered in a full mopping of ASTM D 312 type IV asphalt applied within the £VT range. Back ,nailing and laps shall be in compliance with Roofing Application Standard PA 120. Roofing Tile: Comments: Any liquid applied roofing system having a current NOA for its use as a tile underlayment system. Any roof tile assembly having o current sh311 be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed a.s a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or waterproofing component Kooting Component Product Control Approval shalt apply, as applicable. Page a of IS Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Adhesive Placement Fur Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel #1 'S' Shaped #2 Double Roll ti3 Flat !f4 POLYFOAM PRODUCTS, ENC. Product Control No.: 98- 0303.02 COMPONENT APPLICATION 1. Polypro® AI-1160 tile adhesive shall only be applied over an undertayment installed in compliance with application instructions detailed in its NOA.. Underlayment may he any undertaynients or undertayment systems listed Miami -Dade County Roofing Application Standard PA 120. Z. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional Instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall he maintained between 1.0- 1.15 (A) : 1.0 (B). The dispense timer shall he sct to deliver 0.08 to 0.15 pounds per the as determined at calibration. No other settings shall be approved without revision of NOA. 4, Adhesive shall be dispensed in a 17 in' to 23 in pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table I, below 5. Adhere tile directly in freshly applied adhesive. Tile must he set within 2 to 3 minutes after foam has been dispensed. Page 9 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner POI.YFOAM PRODUCTS. INC. Product Control No.: 911- 0303.0Z. SYSTEM LIMITATIONS 2. PolyproQs3 A11160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products. Inc. 3. For adhesive set fife applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard 1'A 106, shall be required net kss than 72 hours after application to confirm tile adhesion. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations. as well as thu'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system aeceptanc.e with this Component. 6, Refer to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® Al'1160 shall not be exposed permanently to sunlight. 8. Polyprot AH 160 shall be applied with Foampro R'1'F1000 dispensing equipment only. 9. Polyfomn Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products. Inc. Page 10 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner . POLYFOAM PRODUCTS, INC. PLACEMENT DETAU.S Placement Detail #1: Two -Yiccc Barrel Profile Page 11 of 15 Product Control Na.; 98- 070202 Frank 2uloaga, RRC Roofing Product Control Examiner POLYTOAM PRODUCTS. INC. Product Cuatrol No.: 98- 0302.02 w.+t a..1A re..u....uwt PLACEMENT DETAILS (CONTINUED) Y.ekerie w.M t ... there. Page 12 of ( 5 h.d / t...yr...ft..... 1 • saltw. 1? !. 23 .qr.ss l..w■ h wwteet with the ....l. lewd Placement Detail t+2; 'S' Shaped Tile Profile ear glee Frank Zutoaga, RRC Roofing Product Control Examiner POILY?OAM PRODUCTS, INC. IWO titromplib t+iss+l. (.Mm rewsked ti soda) ikkodowlserwomi PLACEMENT DETAILS (CONTINU ):I)) Caw song _ _7. Iwo •■•■•.. ttw..,e.wt.tir r M Mr. seeMaid44. Page 13 of 15 0 41414 soma. ealleslee to seYwe 17.11 ...ere MA.* M ~last ..Me lter IYu Placement Detail #3: Doubk Roil Profile Product Control No.: 98 -0303.02 Owe C tree Frank Zuloaga, RRC Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. IWI t.n..q■ Ovall..riar1 — r.st.M.r by .r•1 Lowe C wires PLACEMENT DETAILS (CONTINUED) l... ww... Kunio .Mr1►..w...Mdl m r .. from armpa.d— Placcmcat Detail H4: Fiat Profile Pagc 14 o f 15 Product Control No.: 98- 0303.02 ArWy *sway* 1. sw.• t7.23 *wow lash■ .edad .dN W. W.. Roofing Product Control Examiner POLYFOAM PRODUCTS, INC. Product Control No.: 98- 030302 Pnlyfoarn Products, fine. ACCEPTANCE NO: 98- Q103.02 2400 Spring- Stucbner Road APPROVED : April 14. 1998 Spring, TX 77383 EXPIRES : April 16.2001 NOTICE OF ACC£PTANCF. STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered ,Rer a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents. are nu older than eight (8) years. 2 Any and all epprovcd products shall be permanently labeled with thc manufacturer's name. city, state, and the following statement: "Miami -Dade County Product Control Approved ". or ns specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if a) litere has been a chance in the South Florida Building Code a(Tecting 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 . ■ncludinn sh correct Installation of the product; d) The engineer who originally preoared. signed and sealed the required documentation initially �.,br.�•••a .au ....J practicing the cngurccnn` pmresston. 4 •Any rcvisian 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 fcc) and granted by this office. 5 Any of the following shall also be grounds for rcmnval of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for salts. advenisinb or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Uadc County, Florida. and followed by thc 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 thc 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 terntination and removal of Acceptance. 9 This Acceptance contains pages t through 15. END OF THIS ACCEPTANCE Page 15 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner KVVr:.I.VVCPum.: MATERIATS.(TEVT) ROOFING'SYSTEMS, (TGFlJ)-. Continued Insulation (Optional): One or:more layers .perlite, wood fiber, glass • fiber; isacyanurate, urethane, pertiten'socyanurate •'composite, ..perlite/ • urethane composite, wood fiber /isocyanurate composite, phenolic. Base:Sheet Two or mare-Layers of Type G2 or G3• r. . .. Pty Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberaid 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 Dedc NC' • • • Indine:•1/2 . Insulation: One or more layers pertite, glass fiber, 3 /4 in. min, isacyanurate, urethane, perlite/isocyanurate composite, pertite /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: "Al MB Aluminum Roof Coating' at 1 -2 gal/sq. • ' g. Deck: C -15/32 Indine: 1/2 • • Insulation (Optional): One or mare layers pertite, glass fiber, -3/4 in. min, isacyanurate, urethane, pertite/isocyanurate composite, pertite/ 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.' • . • • . Pty Sheet+ One or more Layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place: :. :. •.. Membrane :. ".Ruberaid Mop.FR"• (granule). • • Surfacing (Optional): GAF Fbered Atuniinum'Cdating at.1-1 /2 gat/sq or GAF:WeathenCoat Emulsion at 3 gat/sq. . • . • •. • . ; 10. Deck C•15/32 • Incline: 1/2 ' ..•.- .Insulation (Optional): One or more •layers •perlife, .glass fiber, •3/4 in. min, isocyanurate, urethane, pertite/isocyanurate composite, pertite/ ' urethane composite, phenolic, . in, min:. . Ease Sheet: One or more layers of Type G2 "GAFGIAS #75 Base Sheet", hot mopped or mechanically fastened.in place. Pty Sheet: One or more of Type G1 "GAFGLAS Pty 4$;,or..'.GAFGLAS , Pty.6" hot mopped iri 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 -1532 Indine: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, pertite or fiber', any thickness, hot mapped or•mechanically..fastened .in place. 'Joints offset 6 in. Base Sheet One or,mo a layers af.Type G2 "GAFGIAS #75 Base' Sheet", hat mopped or mechanicaLly fastened in place Pty.Sheet (Optional): One or more layers of Type G1 'GAFGLAS Pty 4" or • " 'Pty 6" hot mopped rn 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.... • • 1 'Dedc C -15/32 Indine: 1/2 i Insulation (Optional): Isocyanurate, periite or glass fiber, any thickness, . h• mopped or mechanically fastened•in place..-Joints affset•6..in. • lase Sheet: One or more Layers of Type,G2 , "GAFGt,AS #75 Base Sheet", •,..,hot. or mechanicalty,fastened in place.,, ..•. • Pty Sheet: One • or more layers, of Type G1 'GAFGLAS Ply 4" or 'Ply 6", hot mopped in place. •• ., :•... •- • • , •.,- :`. • Membrane: "Ruberoid Torch FR" (granule): ` •,Surfadng.(Optional): GAF Fbered•Aluminum..Coating at 1 - 1/2 gal/sq or GAF Weather Coat Emulsion at 3 gat/sq..' 13: •Decic.NC. :.. ■ ,Indine: 1/2 - ^, . Insulation ( Optional): I wood fiber, board, pertite, glass :,fiber, any :thickness,. hot mopped or •rechanically fastened in: place. Joints offset 6 in. •• Base.Sheet: One or more Layers of Type G2 "GAFGIAS #75 Base.Sheet', hot mopped in place. • . Ply•Sheet.(Optionat): One or more Layers of Type G1 "GAFGLAS Ply 4" or .,. "Ply 6 "• hot mopped in :place. . . . . . ,. Membrane: 'Ruberoid.Tarch:FR" (granle). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1-1 %2 gat/sq or GAF Weather Coat Emulsion at 3 gat/sq. 14. Dedc.NC •,,,, • ri: I :.r.•. •• Incline: 1/2 0. ,;-!u' Insulation ( Optional): Isocyanurate ,:wood.fi.ber.tboard, perlite, glass fiber, •any:•.thickness, hot mopped or mechanically! fastened• in: place. Joints offset 6- .in: • •. •.' .,. •. ., , • -.. 'Base Sheet .One•,or more layers of 'GAFGLAS, #75 hot mopped:irt lace. n ! . .,, • • • ' ,�, :,,. „�,:. , ,,• - • I . :;,.: n' Lace Pty SSfleet Optional) :• or more layers Of 'GAF GLAS Pty .4' at :Ply 6' hot<mo l ,. ,; ;: -, •r no�7 ; tr)' ,, ' • 0/ . 4 Membrane: 'Ruberoid Torc FR" (granule)): ' • , -irr , r1'n , , • ' •, .: a¢ urfadng (optional): GAF.Weather Coat Emulsion applied a t 3'gal/sq or LOOK'FOR'•MARK OWPRODUCT GOOF COVERING MAtERIACS (TriTj 13 ROOFING SfSTEMS.(TGF11)= Continued GAF Hatred Aluminum Coating at 1- 1 /2.gal/sq. 15. Dedo C- 15/32!; • • Indine:•1 /2 - •Insulation (Optional): Pertite, fiber glass, isacynurate, urethane, pertite • isacyanurate composta.or phenolic. Base Sheet: One or more layers Type•G2 or G3 base sheet, hot moppe or mechanically fastened. ' • •• • : • •' • - • Pty Sheet (Optional): One or more layers Type G1, hot mapped h placF Membrane: 'Ruberoid Map FR" or 'Ruberoid Mop 170 FR" (granule). 16. 0ecia C -15/32 ,;. Indine: 1/2 Insulation (Optional): Pertite, fiber glass, isacyanurate, urethane, pertite isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G -2 or G -3 base sheet, he mopped or mechanically fastened, Pty Sheet (Optional): One or more layers of Type G -1, hot mopped i place. Membrane: One layer of "Ruberoid Torch" or "Ruberaid Mop' (smooth) Membrane: One layer of 'Ruberoid Torch FR" or "Ruberoid Mop Ff (granule) 17. Deck: NC • Indine 1 • Insulation (Optional): Pertite, fiber glass,' wood. fiber, isocyanurat• urethane, periite /isocyanurate'composite or.. phenolic . Base Sheet: One or more layers Type G2 or G3 base sheet, hot moppe or mechanically fastened. . • Pty Sheet (Optional): One. or more layers Type G1, hot mopped in plat. ...Membrane: One layer of 'Ruberoid Mop.. FR' or.. "Ruberoid Map 170 Pf • (granule).., 18. Deck NC • • ' ° ..Incline : 1/2 :, Insutation •(0ptional):•Periite,•fiber glass, wood fiber, isocyanurat• urethane, per ite/isocyanurate composite or,phenalic. ., Base Sheet (Optional): Oqe .or .m ore Type G-2 or .G -3 bas sheet.,. hot mopped.or mechanically, fastened... ,• . • ' • • . Pty Sheet •(Optional): bne or'more' layers of Type G -1, hot mopped i place.. , .. �..:�,:: • , • ,: Membrane: One layer of 'Ruberoid Torch "`(smooth), Ruberoid Ho! (smooth). •. : •,:., . Membrane: Layer or, ; Torch FR" (granule).', • 19 : Deck NC . ..... . • ' . • incline: .1/2. • ' Insulation , (Optional) : One .or more:. layers •of ',pertite,' glass fibe isocyanurate, urethane, periite ,socyanu'rate:coinposite.,or phenolic, ar thickness. • Base Sheet One o'r more' G1 o'r.G2, hot mopped or adhered wi`• Karnak CNeniiml Co. "No,.81' or Gibson- Hor:ran,".No. 6160" cold applit • adhesive at 1 =1/2 gal/s'q. Membrane:. One layer of :"Ruberoid Mop FR" or "Ruberaid; Mop.170 F: (granule), hat mopped or;adhered with Karnak Chemical Co. "No. 81" Gibson Homan_ 'No. ¢1'60" told applied adhesive at 1 -i /2, gal/sq. 20. Deck C- 15/32, • • ; ` , ., Indine�•1 , .•Insulation: :Polyisoccyyaanurate, any thickness...• /4 • . - Base Sheet: 'GAFGLAS #75" (Type G2), nieci:anicaay. attached. Membrane: One or more plies of 'Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). •,, •e,•' '..•••': 21. Deck :C15 /32...• - „.•: • Indine:,•1 /2: .` lass fib �Insutation • (Optioriat)•: Po.lyisocyanurate,.wood fiber, •g any thickness, hot 'mapp'ed or mechanically fastened. ” -• • Base Sheet One or more plies of Type G2'GAFGLi15 #75 ,or. Ruberoid .,FR" base ,sheets, hot mopped or mechanically fastened.,,•'- • • • Membrane:.One or more plies., of "Rube 30 FR"., hot mopped in plat 22. Oeck: C- 15/32' ' • : • • • . ' . : '•: Incline; ,1' Insulation (Optional): Polyisocyanurate, wood, fiber, periite, or gla fiber any thickness, hot mopped or mechanically fastened.'. • • Base Sheet: One or mare plies of Type G2'GAFGLAS #75" hot mopped mechanically fastened. . PLy,Shee i n One puce. ar more plies of • 'Ruheroid "Ruberoid 30' 20 FR ", h Membrane: One or more plies of Ruberoid 30' FR", hot mope ed in plat 1. 0ecic C-15/32 Class 8 -fully Adhered Incline: 1/2 • . Insulation: (Optional): One or more•layers perlite, wood fiber, gla .:, isocyanurate;• 'urethane, peaiite/isocyanurate • composite, pe llc .r ••urethane composite; wood fiber,'isocyanurate composite, phenolic, a! thickness. • ; Base t •mare l G -1, G -2 or G-3 base sheet, h mapped Shee or mechanica or lly. fastene d of in GAF place. • Membrane: One or more layers of "Ruberoid Torch. (smooth.0r,granute 'Ruberoid Torch Plus (granule)', "Ruberoid Mop" (snraoth!or granule) 'Ruberoid Mod P lus'.(granule). ' ' : >;.i3�. Surfadn K3mak :No..97:applied.at.,rrdni:1 -1/2 gat/sr;. .. ?lc. 2. :OedC= C ..,, ,. .., •�• .•. , :•.,�nr. 1/2 •'•') fi beu g91, •:Insutatior4� { o ptional): • One• or,•tno layers is perii r •,. , wO fiber, isacyanurate, urethane, perlite /isocyanurate 'tamposte rtrt urethane composite,••wood fiber /isocyanurate composite;:phen ° "°' ai • GAF ,li.-ATERIALS CORPORATION Acceptance No: 00. 0331.05 Membrane Type: SI3S Deck Type 1: Deck Description: 1.," greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: PIy Sheet: Membrane: Surfacing: Maximum Design Pressure: fvlaxintum Fire Classification: Maximum Slope: Spccilication No.: Wood, Non - insulated New. Construction or Reroof GAFGLAS ® #75, GAFGLAS #80 Ultima' Base Sheet, GAFGLASQi PLY 4'is�, GAFGLAS® PLY 6 ®, GAFGLAS FlexPlyr" Base Sheet,GAFGLAS!D STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID ,20 applied to the deck with approved annular ring shank nails and niininium I '/," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS'ts' PLY 6: PIy or GAFGLAS Flex PIy 6 sheet adhered in a full stopping of approved asphal applied within the EVT range and at a rate 01'20-40 lbs. /sq.. One or more plies of'RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladT" 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:1D 30 RUBEROID® 30 FR or RUBEROID® Mop FR or RUBE.ROID UltraCladT" SB in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (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 coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Shut •ih an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. -45 psf (See General Limitation #7) See General Limitation # I. See General Limitation #1. 19 of 55 Fran Zuloaga, RRC Rooting Product Control Examiner S • M IAM I -DADE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 14() WEST FLAGLER STREET. SUITE 1603 33 I 30 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) NIIA 2901 (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2553 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2903 PRODUCT CONTROL. DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372.6339 GAF Rtrberoid Modified Bitumen Roof Systems For )food Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (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, lilt is determined BCCO that this product or material fails to meet the requirements of the South Florida Building, Code. G.A.F. Materials Corporation 1361 Alps Road Wayne N.1 07470 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 Expires:11 /06/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the, conditions set forth above. Approved: 07 /06/2000 Internet mail address: postmaster ®buildingcodeonline.com MI:\\II -DADE COUNTY, FLORIDA METRO -D: \DE FLAGLER BUILDING 'ranclsco Quintana, R.A. Director I of 55 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.huildingcodeonline.com GAF MATERIALS CORPORATION Cate Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyT`t 6 Rooting SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 Ib. bags ASTM D 1863 5 gallons I, 5 gallons 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /rol I ROOFING SYSTEM APPROVAL 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll Test Specification ASTM D 41 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 2 of 55 Acceptance No: 00 0331.03 Approval Date: July 6, 2000 Expiration Date: November 06, 2003 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. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. 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 f'clt with asphalt coating. Frank Zuloaga, RRC Rooting Product Control Examiner ct\F iI\l:\TERUALS CORPORATION Acceptance No 00- 0331.08 ['rod (let GAI'GLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet RUBEROID® Modified Bitumen Adhesive GAFGLAS O STRATAVENT© Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailablc RUBEROID Modified Base Sheet 1) 1MC11SiMIS 5 sq. roll 5 gallons 60 Ib. roll various 69 Ib. roll 3 sq. roll 67 lbs. GAFTEMP® various Isotherm R Tapered GAFTEMP® various Isotherm R GAFTEMP Isotherm various RA Tapered GAFTEMP various Isotherm RA GAFTEMP Isotherm various RN Test Specification ASTM D 2178 76 Ib. roll ASTM D 3909 ASTM D 4897 D 3672 ASTM D 489 D 3672 3 of 55 Product Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III 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 PA 110 Tapered Polyisocyanurate foam insulation PA 1 10 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulat Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 11331.11;.1 Product Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Product Dimensions Specification Description various PA 110 Tapered Polyisocyanurate loam insulation various PA 110 Polyisocyanurate lirun insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate loans Composite insulation with high density fiberboard or Permalite perlite insulation. GAFTEIv!P® various PA 110 Polyisocyanurate foam insulation with Composite A high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite A insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP ®' various - PA 110 Polyisocyanurate foam insulation with Composite N high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite N insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various PA 110 High density wood fiberboard High Density insulation. Fiberboard g12 1 Standard Rooting Fastener PA 1 Insulation fastener for steel and plywood decks. 4 of 55 Frank Zuloaga. RRC Rooting Product Control Examiner -,AF MATERIALS CORI'OR.- TION :\cceht :uice NO. 0 0- 0331.ns Product GAFTITE® g14 Heavy Duty Rooting, Fastener GAFTITE ASAP GAFTITE® Base Sheet Fastener and Plate Galvalume Plates 3" and 3 �/" NTB Fasteners Polypropylene Plates 3" and 3 %" Ruberoid® 20 1.5 sq. roll Ruberoid® Mop I sq. roll Granule 103 lbs. Test Product Dimensions Specification I)escriition PA 114 Insulation fastener for steel, xvood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. PA 114 Base sheet fastening assembly. PA 114 Round galva1ume stress plates. PA 1 14 Fastener for use in gypsum. tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated %vith Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID MOP I sq. roll ASTM D 5147. Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced • with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 170FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR I sq. roll ASTM D 5147 Non -Woven polyester mat coated with 105 lbs. tire retardant polymer modified asphalt and surfaced with mineral granules. 5 of 55 Frank Zuloaga, RRC Rooting Product Control Examiner GAF \1ATERIALS CORPORATION Acceptance \u• 111 - 0331.118 Product RUBEROID TORCH Smooth RUBEROID TORCI I Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID ULTRACLAD SBS GAF Aluminum Roof Paint GAF Built -Up Roofing Asphalt Dimensions 1 sq. roll 87 lbs. I sq. roll 102 lbs. /4 sq. roll 93 lbs. 3 /4 sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons 109. Roll 101 lbs. 5 gallons 100 Ib. cartons, bulk Test Specification ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA I00(A) ASTM D 1929 ASTM D 635 ASTM D 5147 6of55 Product Description Heavy duty, polyester reinforced. asphalt modified bitumen membrane. smooth surface. AS'I'tVl D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. granule surface Heavy duty, polyester reinforced, coated with tire 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 tire 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. None Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. ASTM D2824, Non- tibered. aluminum pigmented, Type! asphalt roof coating ASTM D312, Intcrply mopping and surfacing asphalt Types 1, 11, 111 and IV Frank Zuloaga, RRC Rooting Product Control Examiner .'GAF :MATERIALS CORPORATION P ro d uct RUBEROID tN1OD 60 Ib. kegs SEBS modified asphalt Asphalt RUI3EROID MOD GU Ib. kegs SEBS modified asphalt Asphalt L RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt P GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate loam Isotherm R GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various Tapered polyisocyanurate foam Isotherm RN GAFTEMP Various Cut perlite board GAFCANT"' GAFTEMP Various Tapered perlite board GAFEDGET" Tapered Edge Strip GAFTEMP PERMALITE© Tapered Roof Insulation Various GAFTEMP Recover 1/2" thick, Board Various sizes Shingle - Mate"' 4 sq. roll Underlayment 30 lbs. GAFTITE® ASAI' 500 per box RUBEROID@ Modified Bitumen Adhesive Test Product Dimensions Specification Description 5 gallons PA 110 Tapered perlite board PA 110 Perlite board Acceptance No: 00 Fiberglass reinforced shingle underlayment PA 1 14 Pre - assembled fastener and metal and plastic plates ASTM D 3019 Fiber reinforced, rubberized Adhesive Type I I I 7ot'» ran Zuloaga, RRC Rooting Product Control Examiner GAP MATERIALS CORPORATION TION TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Pyrox Test Product Product Dimensions Specification Description variou ACFoam 1 various ACFoam 11 various PA 110 Polyisocyanurate foam insulation Hy -Therm Nail -line various Hy -Therm SP various Hy -Therm AP various Hy -Therm Stable R various Hy -Therm White various Line Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate 2 7/3" x 3 1/4" Dekfast Lock Plate 3" :x 3 1/4" PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate loam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 1 14 Insulation fastener for steel and concrete decks PA 1 14 Galvalume hex stress plate. PA 114 8 of 55 Polypropylene locking plate. Acceptance Nu: 00- 0331.08 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PC: \) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. Frank Zuloaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION AcccN ance No: 00- 0331.05 ' Tcst Product Product Dimensions Specification Description Deklast Fasteners #15 Dek fast Fasteners #I2 ISO 95+ Composite Asphalt Asphalt Primer PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and %vood decks. Fasteners Inc. (with current PC'i \) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation High Density Wood various PA 110 Wood fiber insulation board generic Fiberboard Polite /Urethane various PA 110 Perlite / urethane composite generic Composite board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic • Red Rbsin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Tin Caps Min. 32 Aga. x Corrosion resistant circular generic 1 /. discs. MB aluminum roof PA 121 Aluminum roof coating coating 9 01'55 iIanufacturc• generic Grundy Industries with cu • Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener • Hcxcel Fastener I-lextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Product Olympic Standard Olympic Fastener #14 Test Dimensions Specification various 3" round various various various 3" round Product Description PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 1 14 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanuratc foam insulation PA 11 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / rocko■ool composite insulation PA 114 3" round galvalumc AZ55 steel plate I'A 114 Insulation fastener 10 ot'55 \ccrptance No: 00- 1)33 1.1)1 1`la florae tit ref. Georgia Pacific (with current PC. \) IT\V Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) IT\V 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) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner 'GAF MATERIALS CORPORATION tVIen►branc Type: Decl: Type 1: 1)ecl: Description: System Type E -2: RUBEROID® Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: Ply Sheet: Membrane: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non - insulated /" or g reater plywood or wood plank Acceptance >.o: 00- 11331.05 ASTM 2626, GAFGLAS® GAFGLAS 480 Ultinta Base Sheet, STRATAVENT® Nailablc, or RUBEROID® 20 base sheet applied with a . minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (901 to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows alum, the center of the sheet. (Optional) one, or more plies GAFGLAS PLY 41i, or GAFGLAS!s PLY 6i Ply. or GAFGLAS FIexPIyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 Ibs. /sq.. One ply RUBEROID® MOP, or RUBEROID® MOP PLUS, membrane may be applied at a right angle (90 °) to the slope of the deck* adhered in a full mopping of Type I V asphalt applied within the EVT range and at a rate 01 20-40 Ibs. /sq. Membrane shall be backnailed to deck with approved annular rim, shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tincaps shall be exposed * IVlennbranc may also be installed parallel to the slope of the roof(i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Must comply with Miami-Dade County Roofing Application Standard PA 115. Must comply with Tile System Fire Classification Must Comply with Miami -Dade County Roofing Application Standard RAS 118.. RAS 119, RAS 120 53 1)155 Frank Zuloa,a, RRC Rooting Product Control Examiner CA MATERIALS CORPORATION Acceptance No: 00- 11331.US WOOD DECK SYSTEM LItMIITATIONS: 1 f\ slip sheet is required with Ply 4uD Flex Ply "' 6 and Ply 6 ! when used as a Itrecltani • Iastened base or anchor sheet. c ,Illy 2. % Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Routine Directory for lire ratings of this product. ��laterials 2 Insulation may be applied 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 moping of approved asphalt applied within the EVT range ancl at a rate of 20 -40 lbs. /sq., or mechanicallyI attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in app > asphalt, panel size shall be 4' x 4' maximum I I roped 4 An overlay and /or recovery board insulation parcel is required on all applications over closed foam insulations when the base sheet is Full mo cell may be applied using spot mopping y pped• If no recovery board is used the base sheet Ittopped 8" I•ibbolts�irt three p�� rows, one at e acle side ol r 4 dowr circles, ? " o•c.t or strip allowing a continuous area of ventilation. Encircling of the center of the shset ca shall be placed every 12' in each ribbon to allow cross ventilation. I Asphalt application of break either system shall be at a ntininu m rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of psf. 5 Fastener spacing for insulation attachment is based on a (Minimum Characteristic Force F va lue of 275 IV., as tested in compliance with TAS 105. If the fastener value, as field- tested, is below Force ( ) 275 lbf., insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is ba on a minimum fastener resistance value in conjunction with the maximum design td n � aloe listed within the specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed Registered Engineer or Architect may be submitted. Said d revised fasts ersspacin a utilize thdrFlorida withdrawal resistance value taken from Miami -Dade protocol TAS 105 and calculations in P compliance with Miami -Dade Rooting t Application 7 Perimeter and corner areas shall comply with the enhancedruplift pressure of these in compliance with Chapter 23 of the South Florida Building teas areas, as shall be increase for both insulation and base sheet as needed calculated in compliant Ce % d Insides Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specificall referred within this NOA, General Limitation t$9 will not be applicable,) y 8 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing, shall conform with Miami -Dade County Roofing termination designs Chapter 23 y 3 Application Standard TAS I I 1 and the %v ind load requirements of Cha P 3 ofths South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones ' 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). is limitation is specifically referred within this NOA, General Linti applicable.) 54 ot'55 Frank Zuloaga, ltftC Rooting Product Control Examiner .I.- 1TERIALs CORPORATION NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered it': 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) lf the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation or 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 ( ihrough 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 oI'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 I through 55. END OF THIS ACCEPTANCE 55 of 55 Accept:u,k:e No: 111) - 1)33 1 MB Frank Zuloaga, RRC Rooting Product Control Ext . GAF MATERIALS CORPORATION Product Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate Super Prep II Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP-3 Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck Tes t Dimensions Specification 2" round 3" round 3" round 3.04" round 3.23" round various PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 PA 121 Roof coating PA 114 Insulation fastener for steel, or wood PA 114 3.04" round polyethylene plastic plate PA 114 3.23" round galvalume AZ50 steel plate -PA 114 Insulation fastener for use in wood, steel or concrete decks PA 114 Stainless Steel fastener for Tru -Fast use in steel, wood and (with current PCA) concrete decks PA 114 PA 114 PA 110 12 of 32 Product Description 3" round galvalume AZ55 steel plate for use with Rawlite fasteners High density wood fiber Acceptance No: 00 0331.15 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo - Materials, Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) Wood Fiber ndustrie 'th cu ent PCA) Frank Zuloaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 EVIDENCE SUBMITTED: Test Aacncv Test Identifier Factory Mutual Research FMRC 1996 Corporation Factory Mutual Research J.I. 1 V8A4.AM Corporation Factory Mutual Research J.I. 2B8A4.AM Corporation J.I. 3 B9Q I .AM J.I. ODOA8.AM Factory Mutual Research J.I. OD1A8.AM Corporation J.I. 0Y9Q5.AIvt Factory Mutual Research J.I. 3X3A2.AM Corporation Factory Mutual Research J.I. 0Y9Q5.AM Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation R1306, 87NKI 1819 X3600.02.95 -1 #4482.02.95 -1 13 of 32 Description Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Fire Resistance Classification UL 790 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Date 01.01.96 06.28.93 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 08.02.94 07.29.94 01.01.93 02.02.95 02.02.95 Frank Zuloaga, RRC Roofing Product Control Examiner 31 of32 CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 G ENERAL LIMITATIONS: Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be applied in multiple layer. The first layer shall be attached in compliance cvith Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of' the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -4S psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 273 lbf., as tested in compliance with TAS 103. If the fastener value, as field- tested, is below 275 lbf., insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within the specific system. Should the fastener resistance be Tess than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the cvithdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, Gcncral Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS I 1 1 and the cvind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all root' 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, Gcncral Limitation #7 will not be applicable.) Frank Zuloaga, RRC Rooting Product Control Examiner CAF MATERIALS CORPORATION 4 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Acceptance No: 00- 0331.15 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 32. END OF THIS ACCEPTANCE 32 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 ° IQ - Job Address / ( / I c ?,-3 Tax Folio Legal Description Owner/Lessee / Tenant /3041/A.Q N hr - d Owners Address I / 7 11 / •1yg Contracting Co.'&4 j 5 Q'O C t h/ Qualifier o 10-0 m O 8 State Mee 05 ? J Municipal # Competency # b 1 7 Kb Ins. C Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING � M j ECHANICAL ROOFING PAVING FENCE SIGN WORK DE CRIPTION / 1. 42./�,A � I O /\ ) )11 r A iJ - L / 0 Square Ft. t7 `'t WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOU. PAYING TWICE FOR IMPROVEMENTS TO YOUR 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 wog'.: 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 regulatir construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of own Notary My Cops .1TM Ex APR 04. 2001 vr/ . BONDED THROUGH - ; ArtArT!C 8ONO INC. FEES: PERMIT APPROVED: Zoning Mechanical RADON Building 61ce — Date C.C.F. Historically Designated: Yes No Master Permit # 4 a /6' phone. LC 7 5 / 0 `t 3 ' Address � + r � � v kA s „e, Phone 5P1-- f '-�. -5'' O45' Estimated Cost (value) 37S S r 0 0 Notary as to C My Cominissio NOTARY 4 4s,,,A 9 1 Signature of Contractor or Owner- Builder C , aOmp 2 NCING Co pIC. • or • 4 :: Electrical BOND TOTAL DUE - 027 9, Date -e; r�9 Date Plumbing Structural Engineer • 123.Oi.75 9A6 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Namei -'4 S - 4111/ Job Address: 1 1 2 / I/ ?3 ,..,, ROOF CATEGORY EB , Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) jtOOF TYPE , ❑ New Roof ❑ Re- roofing ❑ Recovering 021 epair ❑ Maintenance , Flat Roof Area (ft') , (- / S10 Roof Area (ft') Total (ft') .2 Master Permit No. Exposure category (per ASCE 7 -88 )1..../ Building Classification category (per ASCE 7 -88 table -i4. 74.40. aA$€ Deck type:! ( Afo ffA ATTACHMENT ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ofi • Fastener Type: / j etc, S / NA . ,SPACING Field: 0C Perimeter: 6 .c Corner: y' 05 DETAIL 1 & 2 r r. 1 ROOF PLAN 0 a 7 Page -1 Application is hereby made for the approval of the detailed statement ut the plans and specifications herewith submitted for the build • ine 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 ....r.1 a oa l � APPLICATION FOR BUILDING PERMIT State work to be done and purpose of building (by floors) Disapproved (Signed) MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT Date No. ........Q street _...ls ,5 Date Registered Architect and /or Engineer . ..... D Name and address of licensed contractor.... O.S?Y� ` Location and legal description of lot to be built on: Lot Block 1 r S � ubdiv { � is � ion < Street and Number where work is to be done .f .1 .. e .� q . _ v ; o ete - • ) 3 3 q _.._. and for no other purpose. New Building Remodeling Addition Repairs No. of Stori _ To be constructed of land of foundation Roof Covering Me- . e.( _ Estimated Total cost of improvements $.-- IR /C®O 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 ubmit all the plans and specifications for said buildi g. All notices with reference to the building and its construction may. �0 �° tt;c S lX �Ae r › T , Me 'c v' .�.d ?fie. s be sent to.. t�p . �.C:� \ J •• • ..... -- 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, bcini; Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pertnit, as are licensed by Miami Shores Village. Remarks (Signed). therein by him stated are true. Permit No..7e. 0 Date 1/41 Read, Sworn to and Subscribed before me. UE Notary Public, State of Florida My Commission Expires STATE OF FLOTIDA, COUNTY OF DADE. ss. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who. being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that lie has carefully read the foregoing application, and that he did sign the same, t:nd that all facts PLANNING BOARD DATE Chairman Member ,.....- ....._ Member Member Member .. .. Member _ .._..... Council Approved Date Disapproved .................. NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'Lrnnir,;; Lu.trd. A re inspection Ice of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. MIAMI SHORES VILLAGE. BUILDING ❑ ELECTRICAL ❑ PERMIT o PLUMBING ❑ N • n 4 ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building CONTRACTOR OR BUILDER FLORIDA DATE Work to be performed under this Permit Contractor's License No 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. i' Signed: (..- r ;cra BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 19" Lot _ n Bl Subdi- vision I f Sq. Ft Amt. of Permit I $ , Value of Project $ ` . " .. MIAMI SHORES VILLAGE. BUILDING ❑ ELECTRICAL ❑ PERMIT o PLUMBING ❑ N • n 4 ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building CONTRACTOR OR BUILDER FLORIDA DATE Work to be performed under this Permit Contractor's License No 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. i' Signed: (..- r ;cra BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 19" BUILDING ELECTRICAL El PERMIT N9 7 813 PLUMBING HOOFING Owner of Building Architect ontracto Dr Builde .egal Descripti Address ; uilding 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 "-ime 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 In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in' compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or e loyee. CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Work to be performed under this Permit Signed. f It DATE '+ Contractor's License No. BY / AUTHORITY r• 195f I7 .1 . f' ' ,,s- r n Lot 1 Bl. Subdi- vision i f / i i y .x- Sq. Ft t . ! "e Amt. of Permit $ *o .,..F Value of Project $ �., f + , ` BUILDING ELECTRICAL El PERMIT N9 7 813 PLUMBING HOOFING Owner of Building Architect ontracto Dr Builde .egal Descripti Address ; uilding 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 "-ime 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 In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in' compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or e loyee. CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Work to be performed under this Permit Signed. f It DATE '+ Contractor's License No. BY / AUTHORITY r• 195f I7 Owner's Name and Address..!/r • Registered Architect and /or Engineer.....- ... Name and address of licensed contractor -t Location and legal description of lot to be built on: Lot Block STATE OF FLORIDA, COUNTY OF DADE. J ss Permit No Disapproved (Signed) 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 Mianii 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 _ Building Inspector „' Remarks (Signed Date No 1 / 7 Street. .... / - Subdivision // Street and Number where work is to be done / /7 ) • c 5 • - Yal 3,/,' State work to be done and purpose of building (by floors) •Ca —Fe- — � • !y7 and for no other purpose. New Building Remodeling Addition Repairs No. of Stoyips To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ - -� . • P'd Amount of Permit $ -. - - P 0-0 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent So »lenient, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors emplo •d by him in the work to be performed under this permit; and will post or cause to be posted for inspection • the .'te of the work such , blic notice or notices as are required by the Act. The undersigned agrees to employ only such s • contrac . mss on •rk to r under this permit, as are licensed by Miami Shores Village. I Air 4111 / - / r rip 4 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. Date cC /3 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PI, NING BOARD DATE Chairinan 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. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Owner's Name and Address No " 7 Registered Architect and /or Engineer Name and address of licensed contractor - .. ..�—° Location and legal description of lot to be built on. Lot Block Subdivision 1 7 Street and Number where work is to be done State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition ✓ Repairs No. of St i s To be constructed of Kind of foundation Roof Covering�� L _ Amount of Permit $ , s - v Zone cubage required -Plan Cubage Distance to next nearest building Size of Building Lot Estimated Total cost of improvements $..&5 • °"r/ Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup dement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe• by him in the work to be performed under this permit; and will post or cause to be posted for inspection • t e site of the work such I is notice or notices as are required by the Act. The undersigned agrees to employ only such s b •ntractorl/• •rk to be perform me•` nder this permit, as are licensed .y Miami Shores Village. // Ada Remarks.... (Signed) r� r �� STATE OF FLORID COUNTY OF DADE. 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 fang application, and that he did sign the same, and that all facts therein by him stated are true. - Permit No 2 D Date ® Read, Sworn to and Subscribed before me. Disapproved ( Signed) APPLICATION FOR BUILDING PERMIT ss. Date Building Inspe Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 2Y� NNING BOARD DATE street - 1 9 to me well known, Notary Public, State of Florida My Commissio - - •fires Member Member Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty