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375 NE 102 St (8)Inspection Date 4 MIAivn SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request orrection Type Insp'n L 0 10 Permit No. '6CW - 1120 Name 4 Address 3'3 4I I t Z 12 Company 0 1 Alill Phone # 305( t -638. (/cud 1211105 kzA Re- Insp'n Fee ❑ 1 I MIAMI HORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 ^ 1 / ao f coz Type lnsp'n "N4 OP 1 19 Permit No. DCDS ' 7321D Name A�I Address 3 5 I`(-E, (oz sT Company (3°5 Q< Phone # ) -1 5) - 03o2. InspeetieR-Date 1Z J 1 105 Correction Re- Insp'n Fee ❑ B : .......................... .......................... .......................... Inspection Date: 08/09/2006 Inspector: Grande, Claudio Owner: ATEN, ONA Job Address: 375 102 Street NE Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Wednesday, August 9, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 1 1 RCC'D Block: Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number Parcel Number 1132060135100 Lot: Phone: 305 - 751 -0382 Page 2 of 2 Passed 0 D (o Inspector Co ments . 0 t-- - ci c S A Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until B : .......................... .......................... .......................... Inspection Date: 08/09/2006 Inspector: Grande, Claudio Owner: ATEN, ONA Job Address: 375 102 Street NE Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Wednesday, August 9, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 1 1 RCC'D Block: Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number Parcel Number 1132060135100 Lot: Phone: 305 - 751 -0382 Page 2 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 7�e p 26 T-5S" 51 76 2 C 27 P 52 77 3 28 ( 53 78 4 29 e l t' 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 _ 49 74 99 25 - e - '50 75 100 may. U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Owner's Name Job Address Roofing Contractor Type of Tile: Approximate Roof Height: ` ' feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof 'fir L ao ft Required Testing Fore: 35 lbs. Testing Equipment: Chatillion100 Date Tested S- Ladder TEST RESULTS P = PASS, F = FAIL Project NO 7207 SITE SPECIFIC INFORMATION LOO ak r v o -s Permit # 1 2.‘"pC- 1 3 - 57 - 5 06 i O 2 5-r , L4i A-pt t 540 lti e A. - — Sr Date Installed: - 06 Roof Pitch: 4 Z Other IN ACCORDANCE WITH THE CRITERIA ;OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL-TEST. THIS REPORT SUBMI � D, BY::: a% Lab Certification # 98 0608.04 .E: State of FL Certificate Authorization # 4100 a MUM= MEE 1. F I I L i 1 I I t IMIEIMMEME MOM 1 1 I -1 & 1 I 1 I 1 4 IIMEMMEHM EMIR MainMiiiiniiiiiiiiiiiiiM111111MIUMMIMI OM IIM IMMEMEEMI manimmonsumunimmi - , ERE :if -1-1t fi i 1 1 NiMillE MIKEIMM I IMIEMINIMMEEMMIEWIMMIMEEHEE111 IMPARE.- 1 1 i MEP 011111111MIEREE MR MUM Minlinlial MMSMINIMMIN MBEIMEMMEMIM ME , InliMIPAMIIIMMINEEMIMIEMMIE1 MIELIMMTAMMMEMORMIPMEMI MEMEMMIKCP IIMMEMIMMIMPAIP MEIMMEIMEIIIIMMIMMEMMON MiDJELREMERILIMBEEM IIIMEMMINUELIgg' ER MEINHIMMEERIMENEMMIMEMMEMMEM ME= IMMEHISIMMOIHMEERMITIMEVAMIPMEMMIM 111 MEM in ME t IMIIIIMMEMISIIMIMI ' 111 muumunniummalusipmarammaanniumms imumBarmunsuirmaunimmunni MI immlimumminimessiummommums ailESMEIMHERMEMMEM IMMINIMMINIKEIMMEM MAIMMESERM MENEM _:Ami""' • ERE 11"" alWillitlaINMEMEMIE mtunsatui MERRIRR1 1.1111111111111111 , ' 5 . Sketch of Roof Job S.ht 1\T--ba- Ccurt checked By cie - Inspection Date: 04/26/2006 Inspector: Grande, Claudio Owner: ATEN, ONA Job Address: 375 102 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Tuesday, April 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon?(305)795 -2204 Fax: (305)756 -8972 Block: Permit Nu mber ` : BP2005- 1320 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1132060135100 Lot: Phone: 305 - 751 -0382 Page 2 of 2 Passed � aP nspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/26/2006 Inspector: Grande, Claudio Owner: ATEN, ONA Job Address: 375 102 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Tuesday, April 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon?(305)795 -2204 Fax: (305)756 -8972 Block: Permit Nu mber ` : BP2005- 1320 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1132060135100 Lot: Phone: 305 - 751 -0382 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.t3R -- jacOAX FOLIO NO. 1 1- 3206 -01 3 -51 00 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: 375 N.E. 102 Street 2. Description of improvement: Reroof to a new Tile roof. 3. Owner(s) name and address: Ona E. Aten Interest in property: Owner Name and address of fee simple titleholder: N/A 375 N.E. 102 Street Miami Shores, Florida 33138 4. Contractor's name and address: Quality Roofing Contractor, Inc. Name and address: N/A Amount of bond $ 00 6. Lender's name and address: N/A 13800 N.W. 1st Avenue Miami, 5. Surety: (Payment bond required by owner from contractor r..ar. FLORIDA, COON Y, that his is ce ;:: ta ctt Y Cn„ .!V hl'' I Ii JLI I HEREBY CER y original bled in thi WITNESS my By 7. Persons within the state of Florida designated by Owner upon whom notices provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 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: N/A 9. Expiration date of this Notice of Commencement: (the expiration • S i n t Sign of Owner Print Owner's Name ///t ET G.. E Akin. MY COMMISSION Si DO 579 ' ` : *' • w_I •a '' ,,, ; Bonded Thru Notary Public Undenvriler, Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE4 10/04 day of Se Miami Shores, Florida 33138 r' hanYo dOf rcinl d 1 in 1111111111111111111111 I1111111I1 I1I1111111111 CFN 2005R104-674 OR Bk 23842 Ps 0707; flag) RECORDED 10/05/2005 11 :15 :28 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Florida 33168 DADE y of j y(. other documents may be served as . date is 1 year from the date of recording unless a different date is specified) Prepared by Carlos Arocho. ,2005. Quality Roofing Contractc Address : 13800,N.W. 1st Avenue Miami, Florida 33168 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 375 N . E. 102 City Miami Shores State City Miami Shores Village Is Building Historically Designated YES Contractor's Address 138 0 0 N . W. City Miami Qualifier Carlos Arocho State Certificate or Registration No. RC 0 0 5 8 6 2 7 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit $12,000.00 Submittal Fee $ Notary $ Scanning $ &C0 Code Enforcement $ Permit Fee $ Total Fee Now Due $ 2C) • ID (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 154- 756.8972 PECCOVIli Ona E. Aten Street Florida 1st Avenue Electrical SEP 1 no Tenant/Lessee Name Phone # Job Address (where the work is being done) 375 N . E. 102 S tree t County Miami -Dade NO X Contractor's Company Name Quality Roofing Contractor Training/Education Fee $ 2 . 40 Radon $ Zoning Structural Plan Review. $ Permit No. epPO 3 -132.0 M : ster Permit No. Plumbing Mechanical Zip 33168 Phone # (305) 751-0382 Certificate of Competency No. 000017889 Phone # (305) 758 -8742 State Florida Zip 33168 4- Phone # Zip 33138 Square Footage Of Work: 2500 s q. Type of Work: EAddition EAlteration ❑New ® Repair/Replace ❑Demolition Describe Work: Tear off old roof to wood deck, replace rotted wood, tin cap 301b. ASTM felt, install galvanized eave drip and valle m tags mop 9U1D. ASTM telt. • O,. .. • _ • _ • • * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ 1 .2.O CO /CC Technology Fee $ 1 • Bond $ Bonding Company's Name Bonding Company's Address licable) City State Zip Mortgage Lender's Nam 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 done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and 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 building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - Owner or Agent The foregoing instrument was acknowledged before me this 1 day of . , 2001, by 9 who is personal] kno yn to me or who has produced MARYLOU HERNANDEZ MY COMMISSION # DD 060579 Bonded Tin Notary Public U erwn a s * NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** As identifi : tion and who did take an oath. Signature NOTARY PUBLIC: Sign: Print: # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # APPLICATION APPROVED BY: chc 05/13/03 Contractor The foregoing instrument was acknowledged before me this s day of Lic,t , 2005 by l en� 0 s A r ac4., o who is personally known to me or who has produced as identification . d who did take . oath. ^�'•. MARYLOU HERNANDEZ My Commission Expires:: ^A, MY COMMISSION # DD 060579 forded Thru Notary Public Underwriters # # # # # # ## q / # # ## # # # # # # # # # # # # # # # # # # # # # # # # ## r ( 0 Plans Examiner Engineer Zoning Owne r's /Agent's Signature HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CQNSIAERAT.IONS ••• • • • • • • • •• • • • • • • 1524.1 As it pertains to this sectiort it i4 t e res{3onsLility ot�t� • vo fing contractor to provide the owner with the required roofing permit, and to expldin to the owner tTe 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, thefolilowirig iteln %stiotiIQ bQ• addressed as part of the agreement between the owner and the contractor. The owner omitial•iV tti adjaaert:xveindicates that the item has been explained. 60" • •• ••. • . . '•' • . ' •• 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). Z - 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. 0 __4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be e wed 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. _,&121 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. 25' )92 Rev:112012005,Computer Services, Building Department ••• • • • ••• • • • •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SEC • 110T1'I • 524 Date Contractor's Signature Property Address Permit Number Low Slope ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ❑ Other: r http: / /www.miamidade.gov/ bldg /roofmg permiting/permit_app_sect... • •• • • • •• • • • •• • • • • • •• •• • • • • • • • • • • • • • • • ••• • • • High Velocity Hurricane Zone llnkornn F1oofit g FSermh Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font> Mk Aka • • • • • 1. • • • • IV Roof Category Roof Type • • • • . SecAon ,�eG rallpfotgtation) Master Permit No. Process No. 10 (320 •• ••• •• • •• • • • • • • • • Contractor's Name: • • • ca _„ db33 gldress: 11Quality Roofing Confi @ctgr. and.: • • • P514.E. 102 Street ❑ Mechanically Fastened Tile Mortar /Adhesive Set Section B (Roof Plan) Tile ❑ Wood Shingles /Shakes ❑ New Roof 0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 131No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft. y1000sgft. Steep Sloped area (ft. Total (ft. 35sq. 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. Perimeter Width (' : I Corner Size (a' x a'): 35 t s r i 0 1 of 2 9/9/2005 1:21 PM ••• • • • i • • • •• . • • • • • • • • • ' • : •• • • • • • • • http:// www. miamidade. gov/ bldg/roofing_permiting/section_c 4_2.html ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • . • . .. • . High Velocity Hurricane Zone . . Unifo . rm . Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Defails as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping,'Etc.' ' •• • • • •• • • • • • • • •• OOOOOO Indicate: Mean Roof Height, Parapbt H4ighh of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. ■ 'V . 3,eAP I /c19 1 / 4 , ct )(0,‘ ,/ y Parapet Wall Height AJJP Ft` Page 3a Mean Roof Height if Ft. 1 of 1 8/29/2005 8:49 AM MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font/ ... • • • • • • • • •• • • • • • • lesitien C SIOp(cj Robf System) • Fill in the specific roof assembly compvnlents. jf4 c ptriponen js tfpt required, insert not applicable (N /A) in the text box. Roof System Manufacturer: IGAF Mate NOA System Type: Built -Up Wind Upli • sure s, . " " 8 or Sealed Calculations: (P1) Field: R (P2) Perimeters: Fipsf (P3) Comers:—F2-476—psf Maximum Design Pressure, From the Specific NOA System: 1-52.5 psf Deck type: 1 " x 6" T & G * These decks require a fastener pull test by an approved test laboratory Other Deck Type: IN /A Deck Support Spacing: IN /A Slope: l/2" ; 12 Fire or Vapor Barrier: I N /A Anchor /Base Sheet & No. of Ply(s): I N /A Anchor /Base Sheet Fastener/Bonding Material: IN /A Insulation Base Layer Size & Thickness: IN /A Insulation Base Layer Fastener /Bonding Material: IN /A Insulation Top Layer Size & Thickness: 1N / A Insulation Top Layer Fastener /Bonding Material: IN /A Wood Nailer: IN /A Wood Nailer Fastener Type and Spacing: I N /A • • • • •• ••• •• • • • •• • • • • • http: / /www.miamidade.gov/ bldg /roofing_permiting/section_c 4°/x20... ••• • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • ••• —• • • High Velocity liggicane Zbrtb Vnit6Qrt3toot ng Permit Application Form ••• • • Btse h2e,(( & No. of Ply(s): 1 #75 GLas Base sheet Base Sheet Fastener /Bonding Material: 11 1/4" R/S Nails PIy Sheet(s) & No. of Ply(s): IGaf Glas PIy 4 ✓ I Ply Sheet Fastener /Bonding Material: 'Type 111 mopping asphalt Top Ply: I Gafglas Mineral Cap sheet Top Ply Fastening/Bonding Material: 'Type III mopping asphalt Surfacing: IN /A Single Ply membrane: 1N /A Single PIy Sheet Width: N/A 1/2 sheet width: N/A No. of Single PIy 1/2 sheets: N/A Single PIy Membrane Fastening /Bonding Material: IN /A Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga. Drip /GS Material Type: Galvinized Metal I _� Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A — 11 Parapet Coping Metal Size & Gauge or weight: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A (-11 Coping Material Type: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 9 " o/c @ laps & rows @ 9 2. Perimeter: 6 " o/c @ laps & rows @ 6 3. Comers: 6 " o/c @ laps & rows © 6 NUMBER OF FASTENERS PER INSULATION BOARD Field: N/A Perimeter: N/A Comer: N/A Fastener Type : 1 '/," R.S. Nails Altemate Fastener: IN /A Page 3 1 " o/c o/c o/c 1 of 1 8/8/2005 1:08 PM Roof Slope: 12 1/2 "/12" Roof Mean Height: 11 Ridge Ventilation: yN /A Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: 1N /A .. • • • • • • • . • .• •• • • •• •• • • • • • • • • • . • • to ••• .. • . . • • • • • High Velocity Hurricane Zone Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Perimeter Width: N/A ..• • • • • MI • • r • • • • S7'cti8n D ('St'heilSloped Roof System) •• ••• •• • • • •• Roof System Manufaoturer. iCtey►Ferever • • Notice of Acceptance Number 04- 0426.04 ~— 1 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -45 P 2: 95.1 P 3: 95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 Sloped System Description Clip S a for Metal Roof Panels Field: N/A Perimeters: N/A Corners: N/A http:// www. miamidade. gov/ bldg/roofing_permiting/section_d 3.html Page 4 Deck Type: 1 "x6 "T& Alternate Deck Type: N/A Underlayment type: �30Ib. ASTM D - 226 Insulation /Fire Barrier Board: 1N /A Optional Nailable Substrate: IN /A Fasteners: 11 1.4" R/S Nails Cap Sheet Type /Adhesive Type: �90Ib. ASTM felt/Type III asphalt Roof Covering: 1 Spanish S Clay Volcan Terracotta Roof Covering Attachment Method: I Polyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal 1 Dri Edge Fastener Type: 1 1/4" R/S Nails Hook Strip /Cleat ga. or weight: N/A 1 of 1 8/8/2005 12:24 PM Method 1 "Moment Based Tile Calculations Per RAS 127" Mean Roof 15' 20' ; 25' ; 30' 40' Height in Feet Roof Slope 212 . 34.4 36.5 38.2 39.7 42.2 Method 2 "Simplified Tile Calculation Per Table Below" ... . . • i • • • .. . . . . • • • • • • • . • • • • • • • • • • ...... • .. • • 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6 :12 26.4 28.0 29.4 30.5 32.4 7:-12- 24.4 25.9 27.1 28.2 30.0 http://www.miamidade.gov/bIdg/roofing_permiting/section_e_3.htm .. • • • ... • • • . . • • • .. • • • • • • • • • • . High Velocity Hurricane Zorie'Unitorm f�oofing'Permit Application Form MIAMI - DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) •• ••• •• • • • •• For Moment based tife systes, ose ei�Fier Method 1 or 2. Compare the values for Mr with thevalues pose from'Mf If th!'•Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. P 1: 45 x A 0.255 - Mg: 5.05 = Mr1: 6.43 NOA Mf: 66.5 P 2: 95.1 x A 0255 - Mg: 5.05 = Mrl: 4.25 NOA Mf: 66.5 P 3: - 95.1 x_ A 0.255 - Mg: 5.05 = Mr1: 4.25 NOA Mf: 66.5 Required Moment of Resistance (Mr) From the Table Below: I NOA Mf: 1 Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 1 of 1 8/8/2005 12:25 PM IC A M tiflAOE BUILDING CODE COMPLIANCE CWICE WBCd0) PRODUCT CONTROL DIVISION ... • • • NOTICE OF ACCEPTANCE (NOA) . • • • • • • • • •.. ••• Clay Forever 6801 NW 72 Avenue Suite 301 Miami, FL 33166 •• • • • .• • • • • • • • • •. • •• • • • • .. •••• • • • • •. ••• •• • • • • • • • • • • • • • • • • • . • • • • • • • • • • •• MIAMI DADE,COLR•ITY, FLARIDP. METRO -DADE FLAOLER BUILDING 140 WEST F'LAGLER STREET, SLTTE 1603 MIAMI, FLORIDA 33130 -1563 (305) 315-2901 PAX (305) 315-2908 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 Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 Mil (in areas other Than Miami Bade County) reserra 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 ARJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Vokaa by Altusa, Spanish "S" Clay 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 building code negatively affecting the performance of this product. T I INATION of this NOA will cm: after the expiration date or if there has been a revlsian oar rbange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, adve :is:mg or any other purposes sball• a iomalically 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, than it shall be done in its entirety. INSPECITON:•A copy .ofthis 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 revises NOA # 01 -0828.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 04-0426.04 Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 1 of 6 • ... ROOFING "" ^' __ .. A . Category: Sub Category: Material: 1. Mat _J Volcan by Altusa Spanish "5" Clay Roof Tile Trim Pieces Roofing Roofing Tiles '.••. Clay • •• nominal Length: 19.8" Width: 10 varying thickness Length: varies Width: varies varying thickness • • • • • • • • ••• • •••• • • • • • • • •.•• • • • • ••• Test Specifications 44STAM C 1167 PA 112 Test Identifier 2397-59 PDI -002 -42 -01 PDJ -01 -a2 -01 99 -0041 NTRMA High ••• •• •• • • • • • • • • ••• ••• • • • • • • • • • • SCOPE This new roofing system using VoIcari b' Art s" "' ' • Clay forever as described � • • Y � $ �`�sh �`S" Clay Roof Tile as manufactured by pressure requirements, e k S c 423P s Maw 8f Acc ' ermihtd by appiica�ile Buitdi tee. r locations the where she pressure values obtained by calculations in compliance wit RAS 12/ using Code does not exceed the design section 4 herein. The attachment calculations shall be done as a moment baaseed Y �temlisted in 2. PRODUCT DESCRIPTION Manufactured by Dimensions Product Desc ri - i floon High profile, one - piece, `S' shaped single roll clay tile with a nominal 2 -31 inch head1ap. For direct deck nail -on, mortar set, or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test at ey IBA Consultants, PRI Asphalt TechnAloetes, Inc. PRI Asphalt Technologies, Inc. Roof Tile As'sociaton 3. LIMITATIONS 3.1 Fire classification is not part of this axepta.ace. 3 .2 For mortar or adhesive set tile applications, a static accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory t Quarterly test in accordance with PA 112, a rY o perform the Building Code Compliance Ppendix `A'. Such testing shall be submitted to mP � ce Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofin A Standards listed section 4.1 herein. g PP lica ' bons 3.5 30/90 hot mopped underlayment applications may be installed perpendicular. to the r unless stated otherwise by the underla oof slope 3.6 This acceptance is for wood deck applications. material manufacturers deck requirementses tole. compliance with applicable building code. in Test rt ASTMC1167 TAS 101 TAS J 01 Miami-Dade NOA Batt 04/27/04 14148(42 1010x102. 1999 field uplift test maybe performed in NOA No.: 04- 0426.04 Expiration Date: 0826/09 Approval Date; 08/26/04 Page 2 of 6 ... . • • • • . • ••• • • • • •• •• . . . • • • • • • 4. INSTALLATION • • • • .... • 4.1 Volcan by Altusa Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Rogfipg Application Standard RA8 120. 4.2 Data For Attachment Cltldulkone • : • • • : :: • • .. • • • Volcan by Mtusa Batten 4.78 2 ": 12" or less Direct Deck 5.12 Table 2: Aerodynamic Multipliers - X (ft Ttte )v ( ) M (It) Profile Batten Application Direct Deck Application 0.235 Table 3: Restoring Moments due to 3 ": 12" Batten Direct Deck 4.71 5.05 • • • • • • • • • • • • • • • ••• ••• •• • • Batten I Direct Deck 4.62 4": 12" 4.96 0.255 Gravi -1f,, (ft-J11) 5 "• 12" 6 ": 12" 7 ": 12" or greater Batten I Direct Batten I Direct Batten Direct Deck Deck 1 Deck 4.51 4.84 4.38 4.67 4.25 , 4.55 NOA No.: 04- 0426.04 Expfration Date: 08016/09 Approval Date: 08/26/04 Page 3 of 6 Table 1: AvQr'agg9.iW ht.(W� and.Dlmensicnts (1 x w ) • •••. • . Tile Profile eS hi -W b : ; : • ..Length -1(ft) Width-vi (ft) Volcan by Mtusa 7.1 1.650 0533 ... . • • • • . • ••• • • • • •• •• . . . • • • • • • 4. INSTALLATION • • • • .... • 4.1 Volcan by Altusa Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Rogfipg Application Standard RA8 120. 4.2 Data For Attachment Cltldulkone • : • • • : :: • • .. • • • Volcan by Mtusa Batten 4.78 2 ": 12" or less Direct Deck 5.12 Table 2: Aerodynamic Multipliers - X (ft Ttte )v ( ) M (It) Profile Batten Application Direct Deck Application 0.235 Table 3: Restoring Moments due to 3 ": 12" Batten Direct Deck 4.71 5.05 • • • • • • • • • • • • • • • ••• ••• •• • • Batten I Direct Deck 4.62 4": 12" 4.96 0.255 Gravi -1f,, (ft-J11) 5 "• 12" 6 ": 12" 7 ": 12" or greater Batten I Direct Batten I Direct Batten Direct Deck Deck 1 Deck 4.51 4.84 4.38 4.67 4.25 , 4.55 NOA No.: 04- 0426.04 Expfration Date: 08016/09 Approval Date: 08/26/04 Page 3 of 6 . • ... • • . .•• . . .. • • • • •. .. • Table 4: Attachment Resisttmcd Etpre§tEtti tor flail - Wit 'stems Fastener Type 2 -10d Smooth or Screw Shank Naas 1 . #8 Screw 1 -10d Smooth or Screw Shank Nail Field Cif 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails Ffefd Cfi• 2 -10d Smooth or Screw Shank Nails Eave C1i• Direct Deck Direct Deck (fAb . " (I�'IJn.19 /32" • o c1 ) . ' 44lywood) 28.6 . . .. • 8.9 • • • •.. .. 9.2 58.2 . . • • • • 41.2 6.8 29.3 27.6 29.3 27.6 38.1 38.1 26.8 2 -10d Rind Shank Naas 1 -10d Smooth or Screw Shank AIaSS 28.7 28.7 58.2 N/A 24.0 38.6 Tile Profile 23.1 23.1 Battens 19.4 2.8 19.0 41.8 Volcau by Altusa Table 5: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Pa Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance 29.3 Volcan b Altura AdktiesSve 2 See manufactures com onent as 'royal for installation re. ulrements. nubile Products Company TtlsBorxl Average +ti+erght per patty W.7 grams. Pol oam Product Inc. Avera• a wei. ht • er • a 8 . rams. Tile Profile Pol oam Pol ProTM Polyfoam PolyProTM 4 Lar.e •ad • •lacement of 63• rams of Poi ProTM 5 Medium •add •lacement of 24 rams of Pol ProTM. Minimum Attachment Resistance Volcan by Altusa Table 5A: Attachment Resistance Expressed as a Moment - M (ft -ibf) for Sin • le Pa Adhesive Set S stems Tile Application Table 5B: Attachment Resistance Expressed as a Moment for Mortar Set S stems 66.5 38. - Mt (ft -Ibf) TI le Qrotiie Volcan b Altusa Tile At •iication Mortar Set Attachment Resistance 24.50 NOA No.: 04- 0426.04 Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 4 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of The manufacturer's name or logo, or following statement: ;'jlaiarrli Dada County Prpdpcj Control Approved ". • 6. • • • • • • BUILDING PERMIT QU EMEN�'s :' 6.1 Application for bliilding per. ai sbalj be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Arfyi ; ;dc ctntsired by the Building Official or applicable budding cpde'itt drdtro,roperly evaluate the installation of this systlin.• • • • • • • • •••••• • • • • • • ••• • • • • . • • • • •• •• • • • • • • • • NOA No.: 04- 0426.44 Expiration Date: 08/26/09 Approval Date: 03/24 Page 5 of 6 • .. .. • • • .. • • • • • . .. • • • VOLCAN `$ •S ATtJE CL7.4 y BARREL ROOF TILE PROFILE DRAWING$ • • • .. •• .... • • • • • . • • • • • • • • ... ... .. .. • • • • • •• • • •• • • • .. .. • END OF THIS ACCEPTANCE NOA No.: 04- 0426.04 Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 6 of 6 M 1 A M I•DADE Palyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 APPROVED: 06 /14/2001 ••• • • • ••• • • • •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • ••• • • • • • •• • • • • • • • PRODUCT CONTROL NO OF.ACEPTA„I CE •• • • • •• •• ••• • • • • • • • • • • • • • • •• ••• • • • • • •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SE :CTION (305) 375 -2527 FAX (305) 375 -2558 . • CONTRA ENFORCENIENT DIVISION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethcnc Foam Adhesive 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 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 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 by 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.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chicf Product Control Division TI-HS 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11 s 045000 I 1 pc200011tomplates \notice acceptance cover pago.dot —. _.... - -•-- / \L..:1.1: - - -. 1: __— ,i ll u .. ....... 1 . �� .,. 11 ..,...., I...il rnm Polvfoam Products, Inc. . 6.CCF�pTANCE No. : 01- 0521.02 •• •• • • • •. •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••••••• •••• ROOFING ASSEMBLY APPROVAL CateEory: Roofing • Sub - Category: Roof Tile Adhestv4 • • •• • • • • •• Materials: Polyurethane 1. SCOPE 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 ProPack ®30 & 100 Dimensions N/A N/A N/A 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability • • ... • /\pp -o'al Date: June 14, 2001 • •• • • • • - ▪ • • :E►piralion Date: May 10, 2006 • •• • • • •• ••• •• This approves Polypro® A11160 as gi ntitiicti{I'ed :by g(y � g i m Iroducts, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure 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® AID 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems Test Specifications PA 101 Results 1.6 Ibs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Peru / Inch +0.07% Volume Change @ -40 F.. 2 weeks +6.0% Volume Chan 'e u Humidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro A1-1160 roof tile adhesive. Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. • • ••• • ACCEPTANCE No. : 01- 0521.02 ••• • • •• • • • •. .• 11 . • • • • • • • • • • • • ... a Note: The physical properties list a; n f btve rfr ptescriteci as typical average values as determined by accepted ASTM test methods and arc subject to normal manufacturing variation. • ••• 3. LIMITATIONS .•• • • • •• • • • • 3.1 Fire • classification�it • not part brth is accep Refer to the Prepared Roof Tile Assembly for tire rating. 3.2 Polypro® AH160 sfiIN solgly �� tlsCd iviih A it, low, & high tile profiles. 3.3 Minimum underlaynlents sl aW'lie :r3 cajitpli�ut�e with the Roofing Application Standard RAS 120. • 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F -w F'= 2 3 MS 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® AH160. 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 use of Polypro® AI-1160 shall provide sufficient 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 tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 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 be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AE1 I60 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to sunit Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. • • .•• ACCEPTANCE No.: 01- 0521.02 . •• •• • • • • • • • • • • • • • • • • • 4.8 Tiles must be adhered in freshly appl1edTdllesivt.'Ttle must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® A1-1160 placeneat and mia nurfi.pn'wanTit shall be in accordance with the Placement Details' hrresn'•lach genetic fillprofi10 requires the specific placement noted herein. • • • ••• • • • • Table 1: Adhesive 111cCn4neCo4 t Caderic Tile Profile TilcProfle Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles PIaCginr • D'ctail ' ' #t #2 #3 �'addy ;'Vcight • Min '(grams) 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner Polvfoarn Products, Inc. ••• • • • • • • • •• • • • ACCEPTANCE No. : 01-0521.02 ••• • • • ••• • • •• •• • • • •• • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ADFleASISE P DETAIL 1 SINGLE PATTY • 5 • Optional 2ses to II Place enough adhesive to achieve 11 lo 23 square balm In contact with the pan lile steep pitch applicatloru 2) Turn toms upside down. Pk* adhestve 112 lo.\ Then Install the Ult. U y To 1 In. Freon Wade edge r4edaenent °l „.. -4- 14 9 Pion ci Ow save course cover Bic Abut to second coarse ol Bodoni/ Pan Ulu. Ensue wit end d n a • • pand cover a Wet are Bush me lins. Ern dome Weephole Fascia Bo Point-up Baur co kagetudhal edges a IN (=nu shown) Frank Zuloaga,11.1tC Product Control Examiner Waugh plane cement ShestNng Nall through plastic cement Polyfoani Products, Inc. .. .ACcUTANCE No. : 01- 0521.02 •• •• • • • •• •• • • • • • • • • • • • • • • • • • •••• w • • • • • • ADHESIVE PLAtEMENt DETAIL • 2 SINGLE PATTY ••• • • • • •• • • ; . . . • • • • • • • • • • •• 6 Frank Zuloaga, RRC Product Control Examiner Polyfoarn Products, Inc. ... • • • go•0 • ACCEPTANCE No. : 0I-0521.02 . .• • • • • •. . • .. • • • • • • • • • • • • • • • • • • . • •oo • • • • • • • • • • • • ADHESIVE PL%tE11 DETAIL 3 .. DOU.131, PATTY . ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • Nall through plastic cement t 3 In. x 3 ln. Single paddy on under. laymen! Single paddy on top of tile Single paddy under tile Paddy • • Lb .• • • • • * • *(ultde, tiler • Erie course 2 n. X 7 ln. medium size paddy OM Fascia course only •• • • • • • •• • Nail through plastic cement • • Urvierlayment TO* x 3 In. 4 In. Single paon under. layment Single paddy on top of the Eave Course Single paddy under the Single paddy between tile 2 in. x 7 In. medium elle paddy save course only Fascia Weephole Eave closure Drip edge Nall through plastic cement t e r) iln.x 3 In. Single paddy on undertayment Single paddy on top of tile UM Course Single paddy under tile Single.paddy between the Eave Closure 2 ln.x 7 In. medium size paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner Polyfoant Products, Inc. 9. This Notice of Acccptancc consists of pages 1 through 8. ••• • • ••• • . ACCEPTANCE No. : 01- 0521.02 • •• • • • • • . •• • • . . • • • • • • • • • • • ••• • • • • • . • • • • • • • • • • • • ••• • • Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted to §PluppQrting 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 -pZde • County Product Control Approval ", or as specifically stated in the specific copclittoits Of thic.ficcuptancc. • •• • • • • • 3. Renewals of Acceptance will not b eorisiacre'd 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 scaled 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 bc grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc 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 Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc 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 bc 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 Acccptancc shall bc cause for termination and removal of Acccptancc. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner M1AMEDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N110A1;: GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 ... • • .. • • • • ... . • • • • • • .. ... .. • • ••• • • • • • • ... • • ... • .. • • • • .. • • .. • • • • • • • • .. • • • .. . . • • •••• .. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, 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 the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA reserves the right to revoke this acceptance, 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: GAF Conventional Built -Up Roof System for Wood Deck. 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 building 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 renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Deck Description: System Type E (1): All General and System Limitations shall apply. Base sheet: •. • • • Wood, Non - insulated • • • • • • • • • • • • ... • • • • • • • • •.. • • • • •.. 19 or greater plywood or wood plank decks • • • • •• • • • • • Base sheet meth arly;fastelled. • • •• ••• ••• • • • • • . . • • • • • . • • - - - - - - - G A F G L A S • #80 UltimillCiaie $tiee� ST'RA(AVENT® Eliminator Perforated Nailable, RUBERO p last Ilnet, jrUBEROID® 20, RUBEROLD SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Bee Sheet Ot any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18of21 . . • .. • • . • • • • • • • • • Surfacing: (Required ttgo >rap shat Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an appltcjiograte of.1.5 fia1. /sq JF WEATHER COAT® Emulsion (Matrit 305 F ibefed Emulhiot) Wish an application rate of 3 galJsq.; or GAF Prenk mt }bered.Qlughum komeCoating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood goat tit an aptlieatiop rate of 60 lbs.sq. ± 20%; plus gravel or slag with an a} lica is caty'f 400 lbsJsq. & 300 lbs. /sq., respectively. 3. Top Coat Su ;SCa'SB ctvratrix.602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gaUsq. Maximum Design Pressure: See Fastening Above NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 • • ... • • • ... •. .. • • • • • • .. .. • • • WOOD DECK SYSTEM LIMITATIONS: • 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as • mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or y2 Type X gyp :utn board iSbccepCaleIo4Lnstalled directly over the wood deck. • • • • • • • • • • • • • • • •• • • GENERAL LIMITATIONS : .. • • • •• ••• •• • 1. Fire classification is not part of this acceptaicd,"refer:to:a cu'rrent'Approved Roofing Materials Directory for fire ratings of this product. • • • • .. .. . . • ... .. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 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 shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard T AS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based ou a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for .both insulation and base sheet as calculated in compliance with Roofing Application 'Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF TI-HS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 21 of 21 ROOF COVERING MATERIALS (TEVTT • Roofing Systems (TGFU) — Continuer(; • , CAFGLAS 080 Premium Base Sheet may be used in•any of the following systerns. "GAFglas Flex Ply 6" is a suitable alternate to "GAFglas PIy6 ! • • • "C.&FTEMP Perrnalite Recover Board" may be used ipl %euof .ny perlite : nsulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. • • • •• • • • • • • • ••• • • • • • • • "Ruberoid Heat Weld" SBS roofing membraner may be yssd . Ruberoid Mop" SBS products in any applicable Classification. • • • Class A • • • • • Deck: C•15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. PIy Sheet: Three or more layers Type C1 "GAFGLAS PIy 4" or "CAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. l'ty Sheet: Three or more layers Type GI "CAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFCLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. PIy Sheet; Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C•15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "CAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" o, GAFGLAS PIy 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Shat". Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "CAFGLAS p75 Base Sheet ". Pty Sheet: One or more layers of Type GI "CAFGLAS PIy 4" or CAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "CAFGLAS Mineral Surfaced Cap Sheet". Deck: C•15/32 ' Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type GI, G2 or C3. :Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) o: "Ruberoid Mop Plus" (granule): Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness Base Sheet: Two or more layers of Type G2 or C3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberold Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule), ••••�_^..�, " \I L 111lSi__ . rot crvt. Ult-UL 1 Uhl Y • •• • • • •• • • • ROOF COVERING MATERIALS (TENT) • • • • • Roofing Systems (TGFU)— Continued Cap Sheet: "GAFCLAS Mineral Su'faced Cap Sheet", hot mopped. • • •• • • • Class B 1. • a4: (. 15'32 Incline: 3-1/2 • Natation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any • • thickness. ; sheet: Twu or more layers of Type GI "GAFCLAS Ply 4" or .GrjFGLAS PIy 6" • • Eap SI!eet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One•or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane cornposite, wood (ibe4isgcyanurate composite, phenolic, any thickness. Base Sheet: Two 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) ur "Ruberoid Mop Plus" (granule). Cap Sheet: "CAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C I. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane cornposite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS PIy 4" or "CAFGLAS PIy 6". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck; C•15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane cornposite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: l'hree or more layers of Type GI "GAFGLAS PIy 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing; Gravel. COMBINATION HOT AND COLD SYSTEMS Class A Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type GI "GAFGLAS PIy 4" or "GAFGLAS Ply 6". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1.1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite; phenolic, any thickness. Ply Sheet: - three or more layers of Type G1 "GAFGLAS PIy 4" or "GAFGLAS PIy 6". Surfacing; "Weather Coat Emulsion" at 3 gal /sq. • 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. PIy Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate/composite; wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type Glamor G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type GI or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1-1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. 1. 5. LOOK FOR THE UL MARK ON PRODUCT 173 • • .•• • • • ••• •. .• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • ••• ••• • . • • .. • • • • 00 • .. • • • .. .•. .. • • • • • • • •• • • • • • ••• •• Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/13/2005 Applicant: ONA Owner: ATEN JOB ADDRESS: 375 Contractor QUALITY ROOFING CONTRACTORS INC Local Phone: 305 - 751 -0382 Parcel # 1132060135100 NE 102 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 22 & W35FT OF LOT 23 Fees: FEE2005 -12347 FEE2005 -12348 FEE2005 -12349 FEE2005 -12350 FEE2005 -12351 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $7.20 $2.40 $7.50 $3.00 $320.10 Total Fees: $320.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/11/2006 Construction Value: $12,000.00 Work: TEAR OFF OLD ROOF TO WOOD DECK, REPLACE ROTTED WOOD, TIN CAP 30LB ASTM FELT, INSTALL GALVANIZED EAVE Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1320 ATEN ONA ST Contractor's Address: 13800 NW 1 AVE Page 1 of 1 NOV 1 PAID Gz f273 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / 7 , 3 Job Address �7 // / 5 7f Tax Folio Legal Description Owner/Lessee / Tenant C di Master Permit # Owner's Address 3 '77 e /0 2- Phone Contracting Co a6 / 2 � l W Address /‘/C / 7 F 37- Qualifier 7e,e /9.,() �. State # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ea--1&6-- (() ! %�X rC �� Z C pa/i;Lt. h Square Ft. 2-1U G WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. �� (J a pt, //- 16 0 Signature of owner and/or Condo President Date \ ci << r Z� Notary as to Owner and/or Condo President Date I My Commission ExprifiVAY PUBLIC - STATE OF FLORIDA LOIS E. LINDLEY COMMISSION # CC601852 EXPIRES 12.15.2000 BONDED THRU ASA 1 888 NOTARYI FEES: PERMIT RADON „vee2 //� Municipal # ad? `t 2-3 Competency # aaldin ,4Cfl 1.0a Historically Designated: Yes No C.C.F. r (o 0 NOTARY S ‘ Phone 7' 7 62 O // 3 5 Ins. Co. Ze S != 6- Electrical Estimated Cost (value) .cDU g7g b.5 tractor or Owner -Buil ate No as t Contrac'.r or aerT . YS Date My Commission Ex es: G�'SJ I./►R OF FLORIDA N ARY PUBLIC STATE CCOMMISSION NO. CC714100 11YCOMM!SSION EXP. MAR. 1,2002 BOND APPROVED: Zoning "an ica1 Plumbing Structural Engineer TOTAL DUE • MIAMI SHORES VILLAGE Paint Color Approval and Agreement DATE: //- J 0 ° OWNER'S NAME: a2a £ PHONE: v ' — F 7 V� ADDRESS: � ' s �° /0 Z 5 - 7 ` /` ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ADDRESS OF SITE: CONTRACTOR & LI NSE (i p ca le) re, COMPANY NAME: /die i ,Pee PHONE: IV7 -&6v ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls Fascia Soffit ,, / Roof (,U �� I mac -ro (N �% , T Flower Bins Shutters Awnings Chimney Doors and door jams Garage Doors Railings Fences Decorative Metal APPROVED: Building fficial 3 75_ 7�/O 257 All brick (simulated or regular) Stucco Banding Any other stucco features Accessory Buildings Other OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached samples. `� -% f e 4 / (/ Signature of Owner Date Signature of Contract o" Dat *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 2 —1 3— 9 6 Job Address 375 N. E. 102 Street Tax Folio Legal Description Historically Designated: Yes No 647y3 Owner/Lessee / Tenant Ona Aten Owner's Address 375 N. E. 102 Street Phone 758-8742 ContractingcoQuality Roofing Contractor, Inc. Address 251 N.W. 99th Street Qualifier Carlos Arocho SS# State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off flat deck roof at rear, tin cap base sheet felt as per building code, mop on with type III asphalt one layer of modified bitumen and install eave drip metal. Square Ft. 1 0 sq. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. tg Signature of owner and/or Condo President Notary as to r/ wner and/or Co . My Commission Expires: FEES: PERMIT eta) RADON APPROVED: Zoning Mechanical �� LQ Rg� r.. ; MY COMMISSION # CC 324212 n• r • = EXPIRES: October 10, 1997 ?y ' r Bonded Thru Notary Public) Underwriters Master Permit # Phone 751-0382 Estimated Cost (value) $ 2,300.00 Signature of Contractor or Owner- Builder Notary as to Con, - actor or 0 My Commission Expires: a —A -9 to Date - : lder Date Y° '• MARYLOU HERNANDEZ /oh = MY COMMISSION 9 CC 324212 EXPIRES: October 10, 1997 Bonded fine Notary. Public Underwriters C.C.F. D 8 NOTARY BOND 20,4 DO Electrical TOTAL DUE .Weed Engineering Flat Roof Area (ft 10 Sc- . , Sloped Roof Area (ft Total (ft2) � 0 Master Permit No. Exposure category (per ASC 7 -88): < Building Classification category (per ASC 7 -88 table 1): ` 3r)C k\ E. )02 SIT re: Contractor's Name:� , � g.00 ��• J l Cyr ��� Job Address: , 'erm -los �4(Cc ROOF CATEGORY Ei (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) El ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) � ROOF TYPE 1:1 New Roof Ef Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Ft. A JIB Ft. V Deck type: 14)(9 0 A+ ATTACHMENT Fastener Type:) ; y Si .rllc- SPACING 5 � Field: Ia! � 0.0 .. Perimeter: (I D,G _ Corner: ' DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r r r ' ' r ROOF PLAN 1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. MEAN HEIGHT Deck type: z Underlayment: D E T A I L 3 Insulation: Ridge Ventfladion? Fastener type & spacing: 12" ROOF SLOPE SLOPED SYSTEM DESCRIPTION Cap Sheet: Roof overin p edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: x X (Aerodynamic Multiplier): M = M PCA: Page -2 GS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suitc 900 Irving, TX 75038 APPROVED: 06 /13/95 PRODUCT CONTROL SECTION (305) 375-2902 PRODUCT CONTROL, NOTICE OF ACCEPTANCE FAX (305) 372-6339 Your application for Product Approval of S;S RoofinE Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and United States Testing Company, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Codc Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments w the South Florida Building Codc be enacted affecting this product or material. The expense of such testing Will be incurred by the Manufacturer. PRODUCT INO.: ACCEPTANCE NO.: 95- 0502.04'(Reviscs No.: 94- 0531.0 -11 Raul Rodriguez Product Control Division EXPIRES: 09/12/97 Supervisor METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by thc Metropolitan Dadc County Building Codc Compliance Department and approved by thc Building Code Committee to bc u d in Dadc Cot Florida under the conditions set forth above. Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County NUICF OF ACCEPTANCE: STANDARD CONDITIONS 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data test reports no older than ten (10) years, have been re- evaluated. AU reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sates or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications. shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez Product Control Division Supervisor Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 ite� v Membrane Roofing System Sub- Category: Built -up Roofing Type: .Modified Bitumen Sub -Tvpe: SBS /APP PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744 -7451 Raul Rodriguez Product Control No.: 95- 0502.04 Approval Datc: JUN 1 3 Expiration Date: 09/12/97 GS Rooting Products Company, Inc. manfuactures and markets nationally a complete lint of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system . constructions, refer to the following publications: "Commercial Roof System Specification Maiiusl" and "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories. Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Mctro -Dadc area, call I -800- 777 -2563. Product AlI Weather /Empire Base Sheet Flex- l- GlasT"' Base Sheet Flex- I- GIasT°' FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTA Flintlastic GTS Flintlastic GMS /GMS Prcm ium Flintlastic FR/FR -P Premium TRADE NAMES OF PRODUCTS MANUFACTURED 012 LABELED BY APPLICANT Dimensions 36" x 72'; Roll weight: 86 lbs. (2 squares) 36" x 108'; Roll weight: 90 lbs. (3 squares) 39'/," x 50'; Roll weight: 90 lbs. (1.5 squares) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 39'/," x 33'; Roll weight: 90 lbs. (1 square) 39 x 33' 3 "; Roll weight: 105 lbs. (I square) 39 '/ x " x 24'9"; Roll weight: 92 lbs. (Y. square) 39 " x34'2'; Roll weight: 100/105 lbs. (1 square) 39 "x 34'2 "; Roll weight: 105 lbs. (I square) Test Specification. ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 UL Type G2 Modified Bitumen, coated fiberglass base sheet. UL Type G2 Modified Bitumen, coated fiberglass base sheet. ASTM D 2178 Fiberglass, asphalt impregnated ply Type IV or VI sheet. UL Type GI ASTM D 5147 Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polycstcr mat reinforcement for toch application. ASTM D 5147 Granule surfaced, SBS Nodifed • • Bitumen mctitbranc with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced SBS Modified Bitumen membrane with non -woven polycstcr mat reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. 3 Raul Rodriguez Product Control No.: 95- 0502.04 Product Description Product Flintlastic FR Cap Dimensions 39 x 34' 2 "; Roll weight: 90 lbs. (1 square) Gl Base Sheet 36" x 108'; Roll weight: 69 lbs. (3 squares) Poly SMS Base Sheet 39'/ x 64' 4 "; Roll weight: 90 lbs. (2 squares) Yosemite® Mineral 36" x 36'; Roll Surfaced Cap Sheet weight: 90 lbs. (1 square) Stormshield 36" x 75'; Roll weight 76 lbs. (2 squares) Test Specification Product Control No.: 95 0502.04 Product Description ASTIvl D 5147 Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 5147 Modified Bitumen, coated polyester base sheet. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. PA 103s 4 Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. Raul Rodriguez 721) C-°-ii2tr Test Product Product Dimensions Specification Description Flintlastic FR Cap 39'/ x 34' 2 "; ASTM D 5147 Fire resistant, granule surfaced SBS Roll weight: 90 Modified Bitumen membrane with lbs. fiberglass mat reinforcement for mop (1 square) applications. GlasBaseT" Base Sheet 36" x 108'; Roll ASTM D 4601 Asphalt coated, fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) Poly SMS Base Sheet 39'/," x 64' 4 "; ASTM D 5 147 Modified Bitumen, coated polyester Roll weight: 90 base sheet. lbs. (2 squares) Yosemite® Mineral 36" x 36'; Roll ASTM D 249 Mineral Surfaced organic cap and buffer Surfaced Cap Sheet weight: 90 lbs. UL Type 30 sheet. (1 square) Stormshield 36" x 75'; Roll PA 103s Slag surfaced SBS Modified Bitumen weight 76 lbs. sheet with fiberglass reinforcement for (2 squares) peel and stick application. 4 Product Control No.: 95- 0502.04 Raul Rodriguez 7211 63-///721/ Product Dekfast Fasteners #15 Dekfast Fasteners #12 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tice Type 'A' Nail - fitc Type 'R' PA l 14 PA 114 PA 114 PA 110 PA 114 PA 114 • PA 114 GAFTITE various PA 114 Asphalt Emulsion PA 121 Gardner Cold I, 5, 55 ASTM 0 3019 Fibcred asphaltic general Gardner Process gallons Type 111 purpose lap and ply cement. Roof Cement Asphalt ASTM D 312 Type III or IV hot asphalt gcncric bitumen adhesive Asphalt Primer High Density Wood various PA 110 Fiberboard Test Product Dimensions Specification Description ASTM D 4l Asphalt Primer 6 Insulation fasteners for concrete decks Insulation fastcncr for steel and wood decks. Aluminum fastcncr for lightweight, gypsum and tectum decks Cellular insulating concrete system • Base ply fastening systems for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Galvanized steel base ply fastcncr for lightweight concrete decks Base sheet fastening, system. Asphalt emulsion Wood fiber insulation board Raul Rodriguez Product Control No.: 95- 0502.04 l�lanu facturer Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizcll Corp. ES Products, Inc. ES Products, Inc. ES Products, Inc. GAF Gardner gcncric gcncric 1,7L('/Av) Product Dekfast Fasteners gl5 Dekfast Fasteners #12 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tice Type 'A' Nail -Titc Type 'R' GAFTITE Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer Test Product Dimensions Specification Description! PA 114 PA 114 PA 114 PA 110 PA 114 PA 114 PA 114 various PA 114 PA 121 High Density Wood various PA 110 Fiberboard Insulation fasteners Ior concrctc decks Insulation fastcncr for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Cellular insulating concrete system Base ply fastening systems for lightweight concrete decks Galvanized steel base ply fastener for Lightweight concrctc decks Galvanized steel base ply fastcncr for lightweight concrete decks Base sheet fastcnimz system. Asphalt emulsion 1, 5, 55 ASTM 0 3019 Fibcred asphaltic general Gardner gallons Type!!! purpose lap and ply cement. ASTM D 312 Typc II! or IV hot asphalt generic bitumen adhesive ASTM D 41 6 Asphalt Primer generic Wood fiber insulation board Raul Rodriguez Product Control No.: 95- 0502.04 I'vlanuf;tct Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizcll Corp. ES Products, Inc. ES Products, Inc. ES Products, Inc. GAF Gardner generic //41J /Lv.) Test Product Dimensions Specification E'NRG'Y -2 Plus various PA 110 ENRG'Y-2 various PA 110 N.T.B. Magnum PA 114 N.T.B. Spin Weld Plate 2" round PA 114 N.T.B. Plastic Plate 3" round PA 1 - N.T.B. Plate PA 114 Olympic Fastener PA 114 • ii 12 Olympic Fastener PA 114 X 14 Olympic CR Base Felt Fastener and Base Sheet Disc PA 114 Olympic Fastener PA 114 8 Product Description Polyisocyanuratc foam insulation Polyisocyanuratc foam insulation Glass reinforced nylon fastener for use in gypsum and cenientitious wood fiber decks. 2" round amorphorus nylon locking plate for use with N.T.B. fasteners with I" head 3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalume AZ55 plate for use with N.T.B. fasteners Insulation fastener Insulation fastcncr Insulation fastcncr assembly for Base Sheet fastening only Insulation fastener Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic • Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Product Olympic Polypropylene Test Dimensions Specification 3.25" round PA 114 Olympic Standard 3" round PA 114 Fiberglas ' Paroc Cap Board various PA 110 UltraGard Gold Rawl 2" Plate Rawl 3" Plate Rawlitc Rawlite 3" Plate Aluma- I3ritc No. 120 various PA 110 various PA 110 2" round PA 114 3" round PA 114 PA 114 3" round PA 114 PA 121 9 Product Description Polypropylene plastic platc 3" round galvalumc AZ55 steel plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalume AZ55 membrane plate 3" round galvalumc AZ55 steel platc Insulation fastener for ccmcntitious and gypsum decks 3" round galvalume AZ55 steel platc for use with Rawlite fasteners 2100 - Modified 1. 5, 55 ASTM D 3019 Rubbcrized all- weather All Weather gallons, also (Type 111) and flashing cement. trowel Flashing Cement available in D 3409 grade. modified adhesive. 10.5 ounce caulking tubes. Fibratcd aluminum roof coating. • Raul Rodriguez Product Control No.: 95- 0502.04 Jvianufacturcr Olympic Manufacturing Group. Inc. Olympic Manufacturing Group, Inc. Owens- Corning Fiberglas Corp. Partek, Inc. Schuller International Inc. The Rawlplug Company Inc. • lltc Rawlplug Company Inc. The Rawlplug Company Inc. . The Rawlplug Company Inc. Tropical Asphalt Products Corporation Tropical Asphalt Products Corp. Test Agency /Identifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Name Physical Properties Current Insulation Fastening Requirements Fire Classification Compliance ASTM D5147 ASTM D 5147 Test Reports I0 Report 28013 FMRC 1994 RI 190 97457 -4 97- 457 -2R Raul Rodriguez Product Control No.: 95- 0502.04 Date 06/02/87 01/01/94 07/13/87 06/03/88 1 2/02/87 Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Materia[ Desj n Pressure Wood -60 psf Steel -60 psf Concrete -135 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -52 psf Poured Gypsum -52 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Firc Classifications. - - II Raul Rodriguez Product Control No.: 95- 0502.04 11 • Membrane Type: SI3S Deck Type 1: Deck Description: System Type E(1): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: ivlembrane: Surfacing: Maximum Design Pressure: Maximum fire Classification: fvlaximum Slope: Specification No.: Wood, Non - insulated jO /„" or greater plywood or wood plank decks Product Control No.: 95-0502.04 One or more plies of GS Glas Base, GS Flex-1 Glas Base, Flex -1 Glas FR Base or GS Poly SMS base mechanically fastened to the deck as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. (Optional) See products listed under 'Base Sheet' above, or one or more plies of GS Flintlastic Ply IV or Ply VI adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMS adhered to the base sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or Flintlastic GTS Torch adhered to the base sheet. (Optional) Install one of the following: 1. 400 lb/sq. gravel or 300 Ibisq. slag in a flood coat of approved mopping asphalt at an application ratc of 60 lb./sq.. 2. Karnak 97 or APOC 212 Fibratcd Aluminum at an application rate of I galisq.. -45 psf. Class 'A'; see General Limitation #2. 1:12; scc General Limitation 0. GMS 2 -3, FRP 2-3, GTS 2 -3, FRBC 2 -3 35 Raul Rodriguez 3C j l • Membrane: One ply of GLASBASE base sheet and one ply of FLINTLASTIC FR modified bitumen roll roofing. Summary of Materials: Per 100 Square Feet GLASBASE Base Sheet (1 ply) ... 23 lbs. Type III Asphalt Solid Mopping ' .. 25 lbs. FLINTLASTIC'FR roll roofing (1 ply) 100 lbs. Approximate Total Finish,ed Weight 148 lbs. without optional . surfacing .... 1. 1 t , 266 ROOFING' SYSTEMS (TGFU)- Continued Membrane: "Flintlastic STA "; "GTA ", "GTA Black fused. •• 'Surfacing :IGraveli :•' 3. Deck: C -15/32 Incline: 1/4 Base Sheet Type G2, mechanically fastened. • •Membrane:.' "Flintjastic STA ", "GTA "; "GTA Black Diamond" or "GTA White Diamond ", heat fused. Surfacing: Gravel. 4. Deck: C- 15/32' Incline: 1 'All joints blocked with 2x4's. Base Sheet Type G2, nailed. •- Membrane: "Flintlastic GMS", "GMS Premium" or "GMS Black Diamond ", adhered with ha roofing asphalt. • Surfacing: Gravel. 5: Deck: C- 15/32 '' • .. • • Incline: 1/2 ' Insulation: Celotex "Hy -Tec ", 2 in. min, joints in insulation must be offset 6 in. from deck, mechanically fastened. • Base Sheet Type G2,'mechanically fastened or adhered with hot roofing asphalt. ' Membrane:""Fllntlatic GMS " ; - "GMS Premium" or "GMS Black Diamond ", adhered roofing asphalt. , Surfacing: Gravel. 6. Deck: C -15/32 incline: 1/2 Insulation: Celotex "Hy- Tec ", 2 in. min, joints in insulation must be offset 6 in. from joints le deck, mechanically fastened. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. "'Flintlastic STA"', "GTA', "'GTA Black Diamond" or "GTA APP White Diamond', heat fused. Surfacing: Gravel.' • Class A — Fully Adhered 1. Deck: NC '- Incline: 1 Vapor, Retarder: (Optional) Type G2. "Glasbase" base sheet or UL Classified vapor retarder. `' - insulation: (Optional) One or more•leyerior combination of the following: Ultragard Premier, • polyisocyartirate; perlite, glass fiber or wood fiber insulation. Base Sheet One layer of Type G2 "Glasbase" base sheet. Membrane: One layer of "Flintlastic GTA ( -3/4 sq or -1 sq), GTS" (modified bitumen), heat •fused or" "Flintlastic GMS" hot mopped. Surfacing: APOC "No. 212 Fibrated Aluminum", at 1 -1/2 gal. 100 sq /ft. 2. Deck: NC incline: 3/4 Vapor Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. • Insulation: (Optional) One or more layers or combination of the following: Ultragard Premier, polyisocyanurate; perlite, glass fiber or wood fiber insulation. Base Sheet One layer of Type G2 "Glasbase" base sheet. Membrane: One,layer,of "Flintlastic STA (modified bitumen); heat fused. Surfacing:'Karnak" No. 97 Fibrated Aluminum' at 1 -1/2 gal. per 100 sq /ft. LOOK FOR 'MARK ON PRODUCT Diamond" or "GTA White Diamond ", heat joints is with ha Deck: C -16/32 Incline: 1/2 . Insulation: (Optional)'Manville '`.Ultra Gard Premier ", polyisocyanurate, wood fiberboard, pee • .,.lite,.fiberglass, isocyanurate; any,thickness : Base Sheet: One or more plies of .f "Glasbase ", hot mopped or Membrane: One ply, of "Flintlastic FR" (modified. bitumen), hot mopped in place... 4. . Deck; NC.,. •• • ... ,., .,,. .. incline:.1 /2, • ... .. Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fai tened, any thickness. Base Sheet Type G2, mechanically fastened or hot mopped. ,Membrane:. "Flintlastic GTA or STA ", heat fused. • • Surfacing: Henry Co. "Henry 520. Aluminum ", applied at 1 -1/2 gal /sq. 5. Deck: NC.' ,• ;, . . Incline: 1/4 insulation; (Optional) Glass fiber, perlite or.wood fiber board. Ply Sheet Type G2, mechanically fastened. • Membrane: "Flintlastic STA ", "GTA ", "GTA Black Diamond" or "GTA White .Diamond ", heah fused. . :. . • • •t Surfacing:.Karnak.Chemical Corp. "Karnak No. 97'!, 1 gal /sq: . 6 Deck: NC • Incline: 1 . Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with . hot roofing asphalt, any thickness... . Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS ", "GMS Black Diamond" or "GMS Premium", adhered with ha roofing :asphalt. . . Su facing:•Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating - , 2 -1/2 gal /sq. 7. Deck: C- 15/32' Incline: 1 'AII joints blocked with 2x4's. Insulation: Glass fiber, perlite, 3 /4.in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet Type G2, mechanically fstened or adhered with hot roofing 'asphalt. Membrane: "Flintlastic GMS ", adhered with hot roofing asphalt. .. Surfacing:: Karnak Chemical Corp: "Karnak' No. 97 Fibrated Aluminum Asphalt Roof Coating '.2 -1/2 gaVsq :; . v'• , : . 8. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. i . Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic STA ", "GTA ", "GTA Black Diamond" or "GTA White Diamond", het fused In place. ' • '• • Surfacing: bv:.3. gal /sq. Deck: NC ri •;insulation: cyanurate /1 Membrane• "GMS", "G in place. e'. ,'Surfacing: 0b Deck: C -1 . insulation: tor; , .toned, joim Base Shee• '::Ply Sheet: Membrane Surfacing: . Deck: NC Insulation: thickness, 1 Base Shee at;: with hot ro Membrane Cap ", adhe 42.p Deck:C-1E 'All joints fi 1 ..., Insulation: mechanical Base Shee Membrane Dint hot - roofing 13.' Deck: NC r,�i:Insulation: chanically • D" Base Shee t" :Membrane hot roofin{; :'G.Deck: NC 6. Insulation: mechanica el •! :Base Shee Ply Sheet: ::Membrane N" Surfacing: at 2 -1/2 g: 5 :'C'Deck:'NC Insulation: thickness, al ,Base She phalt. el 'Ply Sheet: ing asphal: D." t•Membrane mond ", ad. Surfacing: 16. Deck: C -1: Insulation: deck, mac' .•:: :Base Sher phalt.. Ply Sheet: ing asphal Membranr White Dia' Surfacing: 17..:.,Deck: NC Insulation ` chanically hurii!Base• She. mopped ir PIy Sheet tened or h ..r. Membranr err, fused. Surfacing 18. Deck: NC Insulation max thick' Base She tat:.: mopped ir PIy Sheet chanically i;:•. Membranr Surfacing Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address M 1S A �� Registered Architect andior Engineer Name and address of licensed contractor Location and legal description of lot to be built on: LotcfcT iifY- G0% Block L lt 7 Street and Number where work is to be done STATE OF FLORIDA COUNTY OF DADE. Permit No. Disapproved (Signed) } SS. ,-569 9� Datev Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date No. 396 5--/G0- 19 7 0 Street N. E- /0c2:- a s - r A). w• S / '� 51 O._ Subdivision J / ,�� t 30?# /5 , / 3 S 93tE. 1p ST . State work to be done and purpose of building (by floors), state exterior colors (submit samples) Tear r)-P-P 0 1 L U t ; h Cap 1 t O f. 0. 0 V) ,- - e.c� f:�s P - . )t& cl-'A 4 ill 11. r. . ■ 0 t �O •. 5 1-1 _ • CS ��� . C W. a +I, 1 . C 'J ' _ and for no other purpose. New Building Remodeling Addition , Repairs No. // of Stories / To be constructed of Kind of foundation Roof Covering d -ra t) P / Estimated Total cost of improvements $ ALl 3 DO • 0 0 Amount of Permit S Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligators as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions thereof. and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) // f,9 Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the forggoin• application, and that he did sign the same, and that all facts therein by him stated are true. Date Read. Sworn to and Subscribed before me. PLANNING BOARD DATE Notary Public. State of Florida My Commission Expires Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $25.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. Disapproved Date (Signed) Owner's Name and Address MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement ur ins 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 prggress of the work. /Yes . A rot/ Date . .._._ ....__....... .... ,190 — No...._ 37S .._... street!. 77 51 Registered Architect and /or Engineer tact nt•••„nxnnnttm•e-n ..en `'acne and address of licensed contractor C4eRt/1/I /c "�FINC- CO. ING - 1 ' f Nit/ . 2L z . . f twi I 33!3'o Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 375 Ale 10.2- ST- State work to be done and purpose of building (by floors)..._ _ '6 00 F 514°E° .91 p /-14.114.1-k, hairs Sy /CIE 71if and for no other purpose. New Building Remodeling Addition Repairi No. of Stories To be constructed of Kind of foundation . Roof Covering 9i/AVE 7" Estimated Total cost of improvements S 6 yO0, ao Amount of Permit $. 90. 00 Zone cubage required plan Cubage Distance.to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit dots hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in tl;c work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit. as are licensed by Miami Shores Village. - Remarks (Signed) STATE OF FLORIDA, ! . COUNTY OF DADE. ( ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. L ' S Date 3/ 31 y Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commiuion Expires __ ....to me well known, PLANNING BOARD DATE Chairman .» Member Member Member Member Member — .._._.... ».....__.._....._ Council Approved Date Disapproved Date NUT UT.E: 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials and /or workmanship. C 7;57 — e'7i MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ot tne plans and specifications herewith submitted for the build • in or other structure herein described. This application is madc 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 prqgress of the work. Date..—.......0 . 19.&.- Owner's Name and Address #e . gitkimii_AreA! ., . _ .... No.... 3.2- .—. Street—L -/! . Yr' Registered Architect and/or Engineer 2"• ”9•••"..1"ITM1f21.,. U.: ttttt Eflt!It. Name and address of licensed contractor Arriegil t Atif la , , — 3e.l... And 21.......S.7;. um 1 Location and legal description of lot to be built on: Lot Mock Subdivision Street and Number where work is to be done 37g ilf /02 _57: State work to be done and purpose of building (by floors). ....._t "I C 42111/61 " °M r and for no other purpose. New Building RemodCling Addition Repairs No. of Stories . To be constructed of Kind of foundation Roof Covering 4-0 L. 0,7 oo • Estimated M /0 , 00 ated Total cost of improvements $ Amount of Permit $. , Zone cubage required .Plan Cubage Distance .to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. Al) notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to bc 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 subcontr ors, on work to be performed pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss peared Building Inspector My Commiuion Expires Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- _ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No. 2 3 -3 7 Date Read, Sworn to and Subscribed before me. .1: P Disapproved Date Notary Public, State of Florida (Signed) ••■••00 •••••■•■■••••••••■•••■■•••■■■■•••••■•■• PLANNING BOARD DATE Ciainraan 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 kern obtained from the Plannir.;.! Board. A re-inspection fce of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection oe faulty materials and/or workinanship.