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RF-07-978Project Address 1201 NE17 Street Miami Shores, FL 33138 -2559 Owner l .!Jrmation DO<; : JLAS SEATON actor(s) J O. INTERO ROOFING CORP of Work: Re -Roof itional Info: Issification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $9.00 $3.00 $325.00 $12.00 $8.13 $357.13 Building Department Copy Tuesday, May 15, 2007 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Permit Parcel Number 1132050090370 Block: Lot: Address 1201 NE 97 Street MIAMI SHORES FL 33138 -2559 Phone (305)265 -9226 Cell Phone Authorized Signature: Owner / Applicant / Contractor / Agent Issue Date: 5/1512007 Expiration: 11 /11 /2007 Phone 305/758 -1145 Valuation: Total Sq Feet: Total I Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: Q Le5? y t% SAY . 8 PAID Permit NO. RF -5 -07 -978 Permit Type: Roof Work Classification: Roof - New Permit Status: APPROVED Applicant DOUGLAS SEATON May 15, 2007 Date Cell $ 15,000.00 Available Inspections: 3920 Inspection Type: Up Lift Report Hot Mop Final Roof To Cap Tile In Progress In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. 1 Date Friday, May 18, 2007 05/18/2007 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -5 -07 -978 Invoice Number: RF -5 -07 -28498 Applicant: DOUGLAS SEATON Company Name: Owner Address: 1201 97 Street NE MIAMI SHORES, FL 33138 Job Address: 1201 97 Street NE Miami Shores, FL 33138 -2559 Payment Type Check Number 3348 Amount $357.13 Change $0.00 Total Payment: $357.13 Page 1 of 1 RE ROOF SLOPE ROOF WITH HANSON NORDIC FLAT ROOF TILE COLOR WALNUTM AND IT HAS A CRICKET Passed t� Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09 11 '2007 Inspector: Grande, Claudio Owner: SEATON, DOUGLAS Job Address: 1201 97 Street NE Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Friday, September 7, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number 305/758 -1145 Parcel Number 1132050090370 Lot: Phone: (305)265 -9226 Page 2 of 2 RE ROOF SLOPE ROOF WITH HANSON NORDIC FLAT ROOF TILE COLOR WALNUTM AND IT HAS A CRICKET /it Passed Inspector Comments cancelled on 09/10/07 t SEP 1 3. 19 by Enrique. placed it for tomorrow 09/11/07 6 i LA • , , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/11/2007 Inspector: Grande, Claudio Owner: SEATON, DOUGLAS Job Address: 1201 97 Street NE Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Monday, September 10, 2007 Block: Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number 305/758 -1145 Parcel Number 1132050090370 Lot: Phone: (305)265 -9226 Page 1 of 2 TESTING * ENGINEERING CALCULATIONS * INSPECTIONS September 4, 2007 Building Department Official; Florida Roof Testing Services, Inc. has performed a tile uplift test on the building described below. The tile uplift test consists of placing a Toad test device manufactured by, Chatillon Industries, [Model LG -1001 over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2004 TAS- 106 -R, (2006 supplement). Gauge Calibration Certificate on Reverse Side. Florida Roof Testing Services responsibility in this project was specifically tile uplift testing to a specific limit. No other conclusions or observations are expressed or implied. Florida Roof Testing is not responsible for any damaged or broken tile during the course of the test. Please note all measurements are approximate. Contractor. Job Address: Permit # Application Method: Test Results: Tech: Report Prepared By: FRT Job # J. Quintero Roofing 1201 NE 97 Street, Miami Shores RF07 -978 Foam Set, Hanson, 3900 Sq. Ft. 8/29/07 Pass RM Fred Hernandez, Senior Technical Analyst 07 -11155 Lcu Field A r 2168 1tec Bra ke Fail 12 0 0 0 Tested 12 Perimeter Comer Hip Ridge 4 1540 192 16 12 16 6 0 0 0 0 0 0 0 0 0 0 0 0 16 12 16 6 Total 38 18 T 28 1012 N.E. 44 Street, Oakland Park, FL 33334 * Phone: 954.975.9010 * Fax: 954.956.0990 rAS -106 -1Z • rae.tipliftre4tRepart Since 1998 K. Venkatesan, P.E. Florida Registration No. 42793 Teat Stop Test Dew Test Value Lhntrie AwFatnd Aa44.f Result 1 Weight 25 Ibs 23 to 27 26.5 25.5 Pass 2 60 Ibs 48 to 52 51.0 51.0 Pass 3 100 lbs 98 to 102 100.0 100.0 Pass Quality Systems Lab 950 Peninsula Corporate Circle, Ste. 1013 Boca. Raton, FL 33487 Phone: 561 - 999-1896 Fax 561- 999 -1897 dcsouth ©hotmail,com Performed for: Florida Roof Testing 1500 West Copans Road Pompano Beach, FL 33064 Test Results: Pass Instrument Details: Calibration Details: Description: Force Pull Gauge Procedure: Manufacturer's Procedures Manufacturer Chatilion Force Pull Gage. (Rooting) .100 Ibs Model Number: Lg -100 Temp: 24 C Serial Number: R04599 Humidity: 53 RI-1 Equipment ID: R04599 Cal. Date: 6/5/2007 Equip Location: Cal interval: 3 M Pa Number: Comments: Quality Systems Laboratory certifies that the above listed instrument meets or exeeds all specifications as Calibration Results stated in the referenced procedure unless otherwise noted. It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of self - calibration techniques. This calibration complies with ISO/IEC 17025:2005 and MIL - STD- 45662A, Please note that any Test Uncertainty Ratio (TUR) that 1s less than four to one will appear under the 'TUR" column on the data sheet below. if the TUR meets or exceeds four to one, the column is hidden from view. This report may not be reproduced, except In full, unless permission for the publication of an approved abstract is obtained in writing from the calibration organization issuing this report. Calibration. Standards : Aant# Illanufacturar QSLOO5 Troemner Calibration Results: Metrology Manager: Edward Brown Signature: Eolomit row" CERTIFICATE OF CALIBRATION Description Class F Weight Set Soda! Number QSL005 Certificate #: FRT004:3639 4/30/2007 4/30/2008 Quality Manager: Dr. Cheryl Thibodeau Signature: 0400/Thgeitilatf Page 1 of 1 RE ROOF SLOPE ROOF WITH HANSON NORDIC FLAT ROOF TILE COLOR WALNUTM AND IT HAS A CRICKET JUN 2 8 2007 616 ( RA' Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/27/2007 Inspector: Grande, Claudio Owner: SEATON, DOUGLAS Job Address: 1201 97 Street NE Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Tuesday, June 26, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number 305/758 -1145 Parcel Number 1132050090370 Lot: Phone: (305)265 -9226 Page 1 of 2 RE ROOF SLOPE ROOF WITH HANSON NORDIC FLAT ROOF TILE COLOR WALNUTM AND IT HAS A CRICKET Infraction Passed Comments TIN CAP SPACEING False MAY 2 4 2007 Inspector Comments CREATED AS REINSPECTION FOR INSP - 48908. cancelled by Enrique Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 05/23/2007 Inspector: Grande, Claudio Owner: SEATON, DOUGLAS Job Address: 1201 97 Street NE Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Tuesday, May 22, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number 305/758 -1145 Parcel Number 1132050090370 Lot: Phone: (305)265 -9226 Page 1 of 2 RE ROOF SLOPE ROOF WITH HANSON NORDIC FLAT ROOF TILE COLOR WALNUTM AND IT HAS A CRICKET MAY 2 4 2001 Passed ✓ 6 Inspector Comments CREATED AS REINSPECTION FOR INSP - 48909. cancelled by Enrique Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until :M ee IttA. 984 Inspection Date: 05/23/2007 Inspector: Grande, Claudio Owner: SEATON, DOUGLAS Job Address: 1201 97 Street NE Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: J QUINTERO ROOFING CORP Building Department Comments Tuesday, May 22, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number 305/758 -1145 Parcel Number 1132050090370 Lot: Phone: (305)265 -9226 Page 1 of 2 Miami Shores Village Building Department od► 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ( RV BUILDING = a Permit No. 1 411 PERMIT APPLICATIO1 SAY 1 1 2007 Master Permit No. FBC 2004 lifYtt BY Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 7-, 4 y S�a.i -(gel Phone # , 'e25- ?S 1 l I/1 Owner's Address ) aQ / 4/5 7 cf. . City ./fit `4 eAi : .5 A oh es State Zip 33 /2 Tenant/Lessee Name Phone # Job Address where the work is being done) Sal e s 12OL City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company N a m e cam, (,� c,Q ; H t y'o cs o f : , C i ^ p . Phone # 30 6'5 - 6(02 Contractor's Address �,S tQ ivk/ /1-/ J" Cit l i t v1,, 7 Il State F Zip 3 3 /A G Qualifier Name CG, r (4-5 �, pc, t e_ Phone # SOS ' 6 State Certificate or Registration No. GGC / 3 . f / Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ) G 2 0 9 4 Square / Linear Footage Of Work: 3 0 0 Type of Work: ['Addition Describe Work: C-dOh ; W ['Alteration ['New Repair/Replace D Demolition /Voi c. `4Y ` ao f rife Submittal Fee $ Permit Fee $ .3 CCF $ 1 - CO /CC Notary $ Training/Education Fee $ b — ' Scanning $9-- Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Oi 4 Structural Review. $ Total Fee Now Due $ See Reverse side -> Technology Fee $ $, 15 Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be 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 QI'WI OR IMPOVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT ,VITEt YOU *.IANDEll t R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENT NTi. A 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fast 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 Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this, day of ,20 ,by , day of who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Contractor ,20,by Sign: Sign: Print: Print: My Commission Expires: (Revised 02/08/06) My Commission Expires: APPLICATION APPROVED BY: � Plans Examiner Engineer Zoning Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be 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 '1r0 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 e this day of N i l t , 20 et ; by Te< < St'G 4 Ai who is personally known to me or who has produced As identification and who did take an oath. NOTARY PU Sign. Print: My Com 'ilisvires October 13, 2008 , Bonded Troy Finl, * Ip * a.W hiL State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 Signature NOTARY PU Sign. Print: My C * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) Contras or The foregoing instrument was acknowledged before me this 4 day of 1 ,20i07,by - +'`�� f`-'� /� ✓f';`� who is personally known to me or who has produced as identification and who did take an oath. es October 13, 2008 Bonded Troy Fein - Insure - I qQ- Certificate of Competency No. Plans Examiner Engineer Zoning * This instrument prepared by; Name 3. QUINTERO ROOFING CORP. Address 7570 NW 14 ST MIAMI, FLORIDA 33126 Permit # Tax Folio # NOTICE OF COMMENCEMENT State of Florida County of The underst n ?d hereby give notice that improvement 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: Lot /Unit # 1/ Block /Bldg# 3 Subdivision /Condominium: /t t� r O'U 5 4,4 S ( )Plat Book ()OR Book Page , County, Florida ( )Lengthy Legal, please see description attached here to as Street address: /OO( /V, q ? s1, (available) N SAAPres,, FG- 33!3f 2. Gene�l description of improvement: R °e - roe 3. Property Owner Name: Mailing address: and interest in property Name / mailing address of fee simple title holder (if other than owner) 4. Contractor name: Address Phone number: 5. If Surety Bond, name: and address of Surety: Phone number: 6. Lender name: Address Phone number: Tr&t '-S & IAoI V7 sr, Miami •S14oNBsjFL 331.TV CFN 200780479036 OR Bk 25611 Ps 2894; Ups) RECORDED 05/11 /2007 11:07 :44 HARVEY RUVIH, CLERK OF COURT iIIAMI -DADE COUNTY? FLORIDA LAST PAGE tspace above nis not is reserves ror recoromq oni a use) • 3. QUINTERO ROOFING CORP. 7570 NW 14 ST MIAMI, FLORIDA 33126 (305) 265 -9226 Fax # (optional if service fax is acceptable): (305) 597 -0115 Fax # (optional if service fax is acceptable): Fax # (optional if service fax is acceptable): 7. Perscc �ps within the State of Florida (names and addresses) designated by property owner upon whom Notices on other documents may be served as provided by section 713.13 (1) (A)., Florida Statutes: Name: Address Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(B), Florida Statutes. • Name: Address Phone number: 9. Expiration Date of this Notice (expiresnle4 from date recorded unless a different date is specified) Owner Signature: 1 Printed Name: rt., e:y SWORN TO AND SUBSCRIBE before me this 4.- day of A4 4- _ 20 i7 , by , ; ho Is personallv -7"rcr denr an - i , and who did Signature of Notary Printed Name: Return Recorded Document to: (Name and Address) to , room Lion s ,i ".rg: Expires October 13, 2008 . 4° �bAB�ff}dyFiif+ 16sTd�Td M8'80W3B5 )019 Fax # (optional if service fax is acceptable): Fax # (optional if service fax is acceptable): th. e....,,, ,.., t Otir1 c 'JAf1E � .,'� Gr r �c,hll�A, � H EBY CERTIFY that this is a' ocpy of /he daed rvn(nal - fled ESS - tie r • s ,A0 _ sni D L. (space above this line Is reserved for recording office us • • • •• • • • e „ •• ••• • • • ••._ •• r• GHAT 1 1 9131 • • • • • • • • • • • • • • • • • • • ••• • • • • ••• SECTION 1 a - f HIGH VELOCITY HURRICANE ZOI4ES REQUIREDOWNERS NOTIFICAT{O • • • • C ISIDi;RATIQNS • • • • • • • • • • • • • • • • • • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor o r v With the required roofing permit, and to explain to the owner the content of this section The A pr visi s o a ter 15 of the Florida Building Code, Buildingrg em 4he.rnininwm requirements and standarlds /o `he,m ,��,,stry f r i system installations. Additionally, ttlefol�OVpn9 iernsehouTd be addressed as part of the agreement betWhen the owner and the contractor. The ovgrler'sinitial jrt tlje pdjec box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 1 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 17. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature Date ID.01 97'' Property Address Rev:1/202005, Computer Services, Building Department Permit Number SUBJECT TO COMPLIANCE TH A ; FEDE AL STATE AND COUNTY RULES AND REGULATIONS ; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • 15.32 Master Permit No. Contractor's Name 1 a01 AiE1.7 5 , Job Address ❑ New Roof tit Low Slope ❑ Asphaltic Shingles Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • •• • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • •• • • • • • • • • • • •• Florida Building Code Edition 2004 • lilgh- Velooiti 1Wtcayenne Wotan eeQnit Optication Form. • • • • • e • • • • • e. • • • • • , Section A General Information) •• • • • • • • 5 C (4;4;fekeRd • •• •• ROOF CATEGORY Process No. ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair Mortar /Adhesive Set Tile 0 Wood Shingles/Shakes ❑ Maintenance Total (SF) 3T. FLORIDA BUILDING CODE -- BUILDING 1 , ••: t o •xS�•� Deck: V./0 l Type: 0 O► Gauge/Thickness: 5111 r /1 Slope: a a 1 Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Insulation Base Layer: /1// 4 Top Insulation Layer: . • • ••• • • • ••• •• • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • Top Insulation Size and Thickness: it / 4 Top Insulation Fastener/Bonding Material: Bas jS /� F�stsner(Bpndii Materia jj�t !!�V/�' Ply Sheet(s) & No. of Ply(s): A" / 4 Top Ply FastenerBonding MaterlaJJ: 4 "r •�is ( "cc it FLORIDA BUILDING CODE — BUILDING 'FIot'ictdBditding. Co'dd - Edition 2004 High-Velocity Huritcahe Zone Uniform Permit Application Fonn. • • • • • 1 • •• A//4 •. • • • • • • • Fill in sp clflc roof assembly contpmal s ; and identify manufacturer • . (if a component is not used, Identify as "NA") Produp Approval No.: 0 3 - Design Wind Pressures, From / S 128 or Calculations: Pm max1: 1 I • a Pmax2: $4` • b Pmax3: /a q- 3 Max. Design Pressure, from the specific Product Approval system: Base Insulation Size and Thickness: /1//4 /4 Base Insulation Fastener/Bonding MaterlalW //T / 4 Ply Sheet Fastener/Bonding Material: 4// n Top Ply: I 70 FA ivioAified • :.puftacfng: We ? Base Sheet(s) & No. of Ply(s): u f ; �► <i e #gQ / U t i'i; alt e -4 53' ROOF A AND ROOFTOP STRUCTURES • • • • • - Fastener Spacing for Anchor/Base SheetAttachment: •• •• ••• '- ld• f " oc 0 Lap, 1 Rows t o ®. "oc SYstem Manufacturer: �.' . .•. . • • ..•• • •' :: - • - : ;' : • • 1rimeten - 6 A. ob 0 • Lap,1 Rows, 0 A__" oc / " - Comer. ," oc @ Lap, Rows 0L) oc • Number of Fasteners Per Insulation Board: Field/W.+ Perimeter //� Corner4' Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FT. -Y - /1/ Parapet Height 1p) Mean Roof - Height 15.33 •ROOF AS AN ROOFTOP STRUCTURES 15.34 Roof Slope: _,- 12 Ridge��la�n? Mean Roof Height: �a • • ••. • • • • •.• •• • . • • • .. •• • - • • • • • • • • • • • • • •• • • • Fioriba dui tirrg :ode EtRtlon 2004 HIgh - Velocity Hurdcane.Zono untfoRn Permit Application Form. Sect7oe'ep�pec • • •• '• • Steep Sloped Roof System Description Deck Type: Plywood Type Underlayment: Insulation: 30 Fire Barrier: I 47/4 Fastener Type & Spacing: Adhesive Type: \ Type Cap Sheet: Roof Covering:, Type & Size Drip Edge: IIKRSNu:f5Te-C'oc14oWiled • LI vreak, a giu . Pot d); er hal'i c Flit tRdw e T, "ie y FLORIDA BUILDING CODE — BUILDING Roof System: IU[aufacturer - • • • ••.• •• •3 •• • Notice of Acceptance Nurnae#;.• • • • • ` ` Minimum Design. Wild Pressures, tf Applicable (From RAS 127 or • 'Calculations). 7 � - A: b P2: g1- a l•03 P3 _ . Maximum Design Pressure (Front i tfie (?roduct Approval Specific System): ..:4- I' r •ROOF AS AN ROOFTOP STRUCTURES 15.34 Roof Slope: _,- 12 Ridge��la�n? Mean Roof Height: �a • • ••. • • • • •.• •• • . • • • .. •• • - • • • • • • • • • • • • • •• • • • Fioriba dui tirrg :ode EtRtlon 2004 HIgh - Velocity Hurdcane.Zono untfoRn Permit Application Form. Sect7oe'ep�pec • • •• '• • Steep Sloped Roof System Description Deck Type: Plywood Type Underlayment: Insulation: 30 Fire Barrier: I 47/4 Fastener Type & Spacing: Adhesive Type: \ Type Cap Sheet: Roof Covering:, Type & Size Drip Edge: IIKRSNu:f5Te-C'oc14oWiled • LI vreak, a giu . Pot d); er hal'i c Flit tRdw e T, "ie y FLORIDA BUILDING CODE — BUILDING Approval F • Whe to Obtain In don Descr tion Symbol Wh o nd Pressure PI or P2 or P3 127 Table 1 by an engineering analysis by PE based on ASCE 7 Mean Roof Height H Job Site • f Slope 0 Job Site ■ Aerodynamic Multiplier 1 Product Approval Restoring Moment due to Gravity M g •' ct Approval Attachment Resistance M Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval The Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. • I . Mean Roof Height - Root Slope , 2:12 3 :12 4:1 :12 6:1 30.4 32.2 34.4 20' 25' 32.2 34.4 28.4 30.1 26.4 382 36.0 31.6 29.4 30' 39.7 37.4 35.1 32.8 30.5 28.2 40' 42.2 39.8 37.3 34.9 32.4 30.0 Florida Building Code 2004 • High V et o �i ry Hyr�r 24ne W1tG rtn Parrott Application Form. • • • •$ec l e Cdidu[ations) For Moment based tile systems. choose either Method 1 a2. Compare Brenham forKu/1th the values from Mp If the M ( values are greater than or - aptal to the M values, fa each area of toe too ten thS dJc efitchnwiagetho4 Is acceptable. • • p ,M � s * - i 114430•14113 451.44%44 Capons Per RAS 127" (P1: X,ad a $ ;y .6. Product Approval (P2 C15i j/ xx 61 7.. 6.5k = gab 03 Product N ^7 Q��J � 1/15.16 ���yy� r (P3: (16- ix110 l �' - l+'fr6 l a og‘. Prndlict val (Pt: ( (P ust be u ., in conjunction with a list of moment ' rile systems endorsed by ,, Browned County Board of I and Appeals. For Uplift b tile systems use Method 3. Com • -. the values forF with the valu for Fr. If the F values are er . , or equal to the Fr values, for each of the roof, then the tile t method is acceptable. ethod 3 "Moment Based Tile r culations Per RAS 127" x L = x : = ) - W: x cos = F Product A a': _ ) - W x 0 = F Product Method 2 "Simplified Tile Calculations Per Table Below' t of Resistance (Mr) From Table Below Product Approval M f M, required Moment Resistance' xL xL FLORIDA BUILDING CODE — BUILDING • • ••• • • • • •• • • • • • •. .• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • xw:= 1 W • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • J val V pproval F• 15.35 MI ®DARE 1340 SW 346 Ave Deerfield Beach, FL 33442 • • . . . .. • • • • • • • • • • • • • • • • • ....- • • • • • ••• • • • • • • • • • • • 0•• • • • • • • •• •• • • • • •• • • • • • • BUILDING CODE COMPLIANC$ SCE (BCCO) •• • • • • PRODUCT CONTROL DIVISION • • *cm. • • • • • • • •. • • • NOTICE OF ACCEPTANCV4N9A) _ • _ _ • • • • • Hanson Roof Tile d.b.a. Pioneer Contt4te iie:. • • • • • • • • • • •• • • • • • •- • 00 ••• • • 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Nordic Flat Roof Tile 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 consists of pages I through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02 -0709.07 Expiration Date: 12/16/07 Approval Date: 08/22/02 Page 1 of 7 Category: Sub Category: Material: 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Nordic Flat Tile Trim Pieces Product Rainproof II Ice and Water Shield • • ••• • • • • • • • • • • • • • • • • • • • Dimensions Length: 16%2" Width: 13" Thickness 11/4" Length: varies Width: varies Varying thickness Dimensions 30 "x75' roll 36" x 75' roll Or 60" x 75' roll 36" x 75' roll • • • • • ••• • • • • • • • •• • • • • • • • • • ••• • • • ••• ROOFING ASSEMBLY =ROV4L ': • :: •' •• • • ••• • • • • • • • • • • • • • ••• ••• • • • Roofing Rolo.Til •• ••• •• Cgncr • • • • • • •• • • • • • ••• •• 1. SCOPE This renews a roofing system using Nordic Flat Roof Tile, as manufactured by Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Specifications Description Flat profile, interlocking, extruded TAS 112 concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for TAS 112 use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. Test Product Specifications Description TAS 104 Single ply, nail -on underlayment with 2" self - adhering top edge. TAS 103 Self- adhering underlayment Manufacturer Protect -O -Wrap, Inc. (With current NOA) W.R. Grace Co. (With current NOA) NOA No.: 02 -0709.07 Expiration Date: 12/16/07 Approval Date: 08 /22/02 Page 2 of 7 Wood Battens Tile Nails Tile Screws Roof Tile Mortar ("TileTitemr) Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar ("BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH160 ") Tile -Bond Hurricane Clip & Fasteners • •• • • • • • • S "x 4: Horizontal Min. 1 "x 4" for use with•vertica: battensvr • • Min. 11e2" fo? use alone Min. 10dx 3" #8x 2 '/2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Factory premixed canisters Clips Min. %2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 ' /4" ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • •• •• • • • • • • • • • Wood • • •• ••• P rese rvers • Institute LP — 2 • •• ••• • • • •• • • • • • • • • ••• •• TAS 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 See NOA See NOA TAS 114 Appendix E •• Salt pressure treated • or decay resistant lumber battens • Corrosion resistant screw or smooth shank pails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesives designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Generic (With current NOA) Generic (With current NOA) Generic (With current NOA) Bermuda Roof Company, Inc. (With current NOA) Quikrete Construction Products (With current NOA) W. R. Bonsal Co. (With current NOA) Polyfoam Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NOA) NOA No.: 02-0709.07 Expiration Date: 12/16/07 Approval Date: 08/22/02 Page 3 of 7 Table 2: Restoring Moments due to Gravity - M (ft -ibf) Tile Profile 3 " :12" 4": 12" 5": 12" 6": 12" 7 " :12 "or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Hanson Nordic Flat Tile 5.95 6.78 5.87 6.67 5.74 6.54 5.60 6.37 5.44 6.19 • • . • • •. • • • • • • • • • • • • ... • • • • • • • •. • • • • • • • .• • • • • 0410 3. LIMITATIONS •'• .: .: .•. ••: . . . ... . 3.1 Fire classiic not ce. 3.2 For mortar dr adlfesive Millet Wheaton?, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall'tetli 'rgitcs pf a Vitimi -Dade County Certified Laboratory to perform quarte1ly f idadc&d$nM with'TAS 112, appendix 'A'. Such testing shall be submitted to tbe tampliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120 4.2 Data For Attachment Calculations NOA No.: 02 -0709.07 Expiration Date: 12 /16/07 Approval Date: 08 /22/02 Page 4 of 7 Table 1: Aerodynamic Multipliers - A. (ft Tile X (ft3) a, (ft3) Profile Batten Application Direct Deck Application Hanson Nordic Flat Tile 0.267 0.289 • • . • • •. • • • • • • • • • • • • ... • • • • • • • •. • • • • • • • .• • • • • 0410 3. LIMITATIONS •'• .: .: .•. ••: . . . ... . 3.1 Fire classiic not ce. 3.2 For mortar dr adlfesive Millet Wheaton?, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall'tetli 'rgitcs pf a Vitimi -Dade County Certified Laboratory to perform quarte1ly f idadc&d$nM with'TAS 112, appendix 'A'. Such testing shall be submitted to tbe tampliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120 4.2 Data For Attachment Calculations NOA No.: 02 -0709.07 Expiration Date: 12 /16/07 Approval Date: 08 /22/02 Page 4 of 7 Table 3: Attlrhy int Ficprejsed as a Moment - M1 (ft -Ibf) : : : For IOaiI -Oh Systems Tile Profit Fastener Type . " •• • • • •• • • • Direct Deck ( Min 15132" ••• •• • plywood) • Direct Deck (Min. 19/32 " plywood) Battens Hanson Nordic Flat Tile 2 -10d R1r1g Shank'Nafs' ' 6 '30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 2%" from head of tile. Table 4A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Fiat Tile PolyPro 118.9 PolyProTM' 40.45 4 Large paddy placement of 45 grams of PolyPro 5 Medium paddy placement of 24 grams of PolyProT. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Aver wei ght per patty 8 grams. • • ••• • • • ••• •. • • • • .. • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• NOA No.: 02 -0709.07 Expiration Date: 12/16/07 Approval Date: 08/22/02 Page 5 of 7 Table 4B: A$tacl rb'ent Ritsissance xpird$sed as a Moment - MI (ft -Ibf) . . :I': . . . . fir Mirtar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Nordic Flat Tile .' ' • ' .. Mbttar'Set 39.0 • • ... • • • ... . . .. • • • . .. • • • • • . • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • •S• 1 .. • • • • • ... .. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. NOA No.: 02 -0709.07 Expiration Date: 12/16/07 Approval Date: 08/22/02 Page 6 of 7 FASTENER HC3J S . • ••• • • • • •• •• • • • •• .• • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • ••• • • • • ••• • .•• PROFILE DRAWING • • • .• •• • • • • • •• • • • • • • • • • • •• • HANSON "NORDIC FLAT" ROOF TILE • •• • • • •. ••• •• •• • • '2► UNDERLOCK • • • • • •• • • • • • • • • ••• •• NORDIC FLAT END OF THIS ACCEPTANCE OVERLOCK NOA No.: 02 -0709.07 Expiration Date: 12/16/07 Approval Date: 08/22/02 Page 7 of 7 • • •• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• M I A M I DADS MIAMI -DADE COUNTY, FLORIDA • :•• • • • • ••• METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANC • O� • (BCC •) • • • • • • I 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • •�• • • • • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTAJ CK fl0. •. ••• • • • GAF Material Corporation • • • • • • • • • • • 1361 Alps Road • • • • • • • ••• • • Wayfie, NJ 07470 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 Ruberoid® Modified Bitumen Roof System for Wood Decks. 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 lie done in its entirety. et 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- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. r r NOA No: 03 0501.02 Expiration Date: 11/06108 Approval Date:10/23 /03 Page 1 of 32 Membrane Type: Deck Type 1: Deck Description: System Type E (1): - - 43ase sheet: Fastening Options: • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • SBSASBS 43oId Atplied • • • • • •• • • • • • • Woad 4l0n-,nsul:: l • • • • 19/ or greater plywood or wood plank decks - •• • • • •• ••• •• • • • • • • • • • • .• • • • • • ••• • • • • • Base sheer meohanioal� lassened rvroof deck: •• • • • • • ••• •• j AIl General and System Limitations shall apply. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, 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 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 PlyTM 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 PIyTM 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 (GAFTTTE) #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 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAIL 1'Tth) #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: (Option9 One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6 GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsJsq. f r NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 26 of 32 Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, RuberbidrIOiop Qtanglp, RubcfgidMilop Plus Granule, Ruberoid® 20, Rubar1 o 0 or Ruberdidg 3� I�Roi Ruberoid® Mop FR or RUBEROID U1tra adV SBS i8 eadbered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, •• • • • •• •.• •• - One orinireAeioiR 1 E1t01D 3MOP Smooth, RUBEROID® Mop Granule, RUBElwirDD Sv16p'1 ZR; KUI ROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 Flor RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modi4ed Bitumen Adhesive at an application rate of 1 -2 gal./sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lb.sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb /sq. ± 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galisq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 27 of 32 • • ••• • • • ••• •• •• 1 • • •• •• • •- • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• WOOD DECK SYSTEN•LI.MITAWNN • • • •; 1 A slip sheet is required rl 4'anc Fle Ply': Cwan used as a mechanically fastened base or • anchor sheet. • • ••• • • • • • 2. Minimum 1 /a" Dens Deck or Yz Type X gypsum board is acceptable to be installed directly over the wood deck. •.: • • •• ••• •• • • • ••••••••• • • • • • GENERAL LIMITATIONS; . .. •. • • • • 1. Fire classification is not/part of this acceptance, refer to a current Approved Roofmgfl Iaterials 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 TAS 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 on 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 utilise 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 nailers, 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 &rneis). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at e:Chanced 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 THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 • • ••• • • • ••• •• •• • • • •• •• • ••• • • ••• • 180 ` ROOF COVERING MATE4iALS sle• • • •. • • • • • • Roofing Systems (TXM-Corilintied Sudadugr Gravel at.4001ba /sq, iioh 1e & emote b1pots, at 4Q' )b /sgand spaced not more than 1J 4 •' • • • •• • • 3. Deck NC • • • • • Insulation (optional): Peale, i o r wood Sb /41o'f 4/2 in' Base Sheet (Optional): Type 15 asphalt arganie felt or Type Q. Membrane: "Ruberoid Torch Chance 4;(4naili idd bitomea • • • • . Surfacnng: Gravel • 4. Dale C45/32 Ia er/-I • • • • •' Insulation (O$fional): Pedita, %ar s Membrane: 'Rusenoid Tx* nu1&1 (modified Slip Sheet: 0.004 in�y1ene (not Il C3asstfed). .. Surfacing: 3/4 M. oonc to with of qar of No.10 Fenuwere le Otioin tile (or equivalent) grouted In place. 5. Dedc NC • Incline: 2 ,;,. Insulation (Optional): Pl > , fiber or wood Pbar, aax tideless. Membrane� oid Torch Granule 1" (mediae& bit men} Surfaa 3/4 to /2 is.. diem Aver bottom sane and* lb n 11 /sq or concrete pavers weighing not less than id lb /sg ft and spacelinot more thin 1/3 In. . 6. Perla NC Insulatio' it a)Polystyreng,2 in. Max, b)Isoepmeta, any thi , laid M " BverGvardSR" or" BvetGvard Fr. 40-100au1CITAblaid •••• loosely.. Surfacing: River bottom stone pg. 1-1/2 in. diem) at 1000 Ib /sq or ' concrete zoof pavers. '' • • • ' 7 D4 C45/32 ' lac1)nez 1/2 ' • • ` ' . • Sltp Sheet: One or more Layers Atlas hoofing "PR50",.u ,M r, , • "E • . - TTO Fins", 45 MG. , ...: t` =. Surfacing Su River m Mane, (3/4 to 11%234. diem) at ]OIL A CE concrete roof pavers. . ! t. S. Deck: C-15/32 Wine: 1/2 uy., Base Sheet: Two or aunts layers Type CZ "CAMAS Buetbeet X 15 ", mechanically fastened. +r.;.ie. " • Membrane' "EverGued TPO Plua"r45 mii.'• 'r' • •_+= ' 1:t • , Sofa River batft6n stone, (3/¢ to i- 1lZiv.`diau►) at1000 IIs/�Sq of / f: • t pavers ( : ', : 4: $ ': rt:; ,'' Clem A - Fully Ad uemd 1. NC ills 112 • c • = .:...? . . ' • Insalation,(Optionaue One or momeJayers pate, Wood fbbrZ' • fiber, beer:Derala, urethane, p ' - - . • urethane composite, wood J der /Lsogem te'aomposi,lbenolia faay n• I, , nit r •"'' Base'Sheet (Optional): One or more layers Gl, G2 We' ' "•'' Membrane :, One or moos layere "Rube l " i '"Ruber+ol Torch Grenule "R uberoid 'Y ) - " Sucfac�G Plus Granule 400400 aba sq,J base ap plied inn good otliot belt, • •i• 2. Deck NC Incline 1/2 . Base Sheet ( Optional): Clue or more layers lypa G 1 453. Membrane One or more layers "Ruberoid Torch or "Ruberoid Torch Granule Plus", 'Roberold Mop" (Smooth c rarnlle) or "Rnberotd Mop Pins Granule. Coate ih No. 97,1 1/20 -3�{$�qq � ' ' • • 3. Dee$ NC Iuclin+•4/4 Iola n (Oytionalk One oefriCae leyet# Rate. woo, ;$1 • • ` B sheet ( . mare layens''lype G1, , • . _ "Ruberoid • � One or pore "R r �Mopp or Mop Phis Granule. . • Cot Karnak No. 97.11/2 -0 gal /sq • : • ° ' • Deck C-15/32 1ndIne:1 /2 Insulation: One or more layers pain, glare 3h isanyeaurate, we- thane, /leacyammate osite, /urethane coMposite, phe- nolic, - noltc, -1/2 in. min thickness (offset from plywbod Joints 6 ). Base Sheet: One or more layers Type G2 or G3. • • • • Ply Sheet (Oprionalb One or more layers Type GL • .• 'or Grande'), or Grai tile) .Membrane: One con more layers 'Ztube oktTorch" "Roberoid Red: Granule Plus", "Ruberoid Mop" or "Ruberoid MopPhrs C,ianule". surfadag Karnak No. 97,1 -1/2 - 3 gal/sq. 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TC41 Y)- Carded • I1 � Dacic NC � • Lee S h e e t (Optional): O n e o r m o a t IayeB'l a GI, Oit or G9. M e n k e = °moron's:layers SubT o z e r etold "(Smoothor ' "Raberoid Tbtch Granule Pins ". suarf:ta ng •(optional): Karnak "No. 97" or "169" at 1-3 p1 /eq or • Grundy Ind "20 F Smula ck:" at 3 gal/sq - �. Declo C -15/32 incline: 1/2 • o Insulat ion: One or more layers pedite, glass Lihai 3/4 in. min, . • • =rate, urethane, perIa t/ tmate composite, perlite /tans com. poeite,1 - -1/2 in. min. Base Sheet (Optional)! One or mare layer +pe GI, G2 or tai, • ,Membrane: One or more layers "Ruberold h" ( or Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule) or °firberoid Mop Plus Granule". • Surfacing Gravel. 7. Deck C -15/32 '' Ir,cliae:1 /2 , • • his r, so xu (Optional): :i ate, urethane, O armors / $ n a pe Sim gm Pte/ urethane p /isocyanmste composite. Baas Sheer Two or more lay= Type G2 or 133. Ply Sheet (Optionalh One of more Layer: Type Gil Member One or more layers 'lnnbesoldTbmch" (Smooth Or Grande), • "RubEtiad lbrch Grande Plus.", "Robluoid Mop" (Smooth oc Granule) or "R eroid Mop Plus Granule". ' S •• ,_ Karnak No. 97,,1.1f2 - 3 gal/el or gravel. • $, ' beck ; ' y • r Irdbnn 1/2 �� One or :nom la S filmy 3 /sin: mfa~, isocya- r per/ b', mite. partite/urethane p 11/2 Motto. 11m eet (Optional? Once mime I1a�n GI, C2 or G3. Membrane: One or more layere"'Rnberpe id�' or Granule), "Rebierold Tbzrlt GSrannle Fhrs", Gelid Mop" (Smooth or Granule) or "Ruberoid Mop Pl us Guile".. . • S da vz61 ' 'Grundy "AL MB �il / Coating" at 12 t�/sq. , I xi ula Is. ( Ore pc layers pmdite. glass + min, t r ue P pe / 'Base aaox'e lay= Type C CAFGLAS VS Base Sheet", hot mopped of me imilp in 4 ' ' ' flysheet: •Chioemo're]a T)* PI7 t in place. one: 'jRnberoid M� F�'. , at 1-1/2 gal/sq g "GAP P � " at3gal/sq. • 10. O ersted 11. Deleted 12. Deleted • 13. ;Deleted :,Deleted. t45%32 ° " ' • Incline: 1/2 ( O p p p fiber glass, isocyarnuate, urethane or Sheet: One or more layers Type 011 or G3 base sheet, hot mopped c • or meet dally fastened." Ply Sheet (Optional): One or h�nme layers Type Gl, hot mopped in lace der "Ruber+otd Mop 17 6 16: beck 05/32 Incomes 1/2 Insulation y plienee: Pear , 1aay or � Ite. telisocyan composite, �ad4te ise Sheet: One orme imlayemlype G3 haw sbeet,bot=Wad or media:gently fastened. G hot mopped in place. Ply Sheet (Optional): One or more layer. Type Membrane: One layu'r "Rubes d Torch Smooth" our "Ruberoid Mop • Smooth". • h.: Membrane: One layer "Ruberoid Mop 170 PR "- 17. DecbNC , • taclir:es 1 Insulation (Optional): Perlite, fiber Oar, wood fbet isocrentrate. urethane or per ire /iso to composite. Base Sheet: One or more layers Type G2 or abase ebeet,hot mopped or mechanically fastened. 1 'J fi C 1 A •n r<: LOOK FOFI THE UL' MARK ON PRODUCT n Nv a ROOF COVERING MATERIALS UIJ7C :7 OAA7 •n 'AJ