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RF-12-1765Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178844 Permit Number: RF -9 -12 -1765 Scheduled Inspection Date: November 02, 2012 Inspector: Bruhn, Norman Owner: JOSEPH, BERNADEL & MARIE Job Address: 5 NE 106 Street Miami Shores, FL Project: <NONE> Contractor: AMERIKAN BUILDERS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360060250 Phone: (305)826 -9210 Building Department Comments RE ROOF EXISTING TILE ROOF FLAT & TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 01, 2012 For Inspections please call: (305)762 -4949 Page 2 of 8 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor AMERICAN BUILDERS Job Address 5 NE 106 ST MIAMI SHORES FL Permit # RF9 -12 -1765 Owner's Name JOSEPH BERNADEL Type of Tile HANSON ........._.. ___.__... Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Required Testing Force 35 /bs Approximate Square Footage of Roof 16 ft 2 Date Tested 11/1/2012 Number of Tests 46 Testing Equipment: F.G.E. 100 Contact Name FRANK Phone # LOCATION # OF TEST PASS # OF TEST FAIL Corner 6 Tests V Pass 0 Tests Fail Perimeter 7 Tests V Pass 0 Tests Fail Fail Field 26 Tests y Pass 0 Tests Ridge 7 Tests V Pass 0 Tests Fail Total 46 Tests V Pass 0 Tests Fail 1 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordially RE ERTO CONTRERA S P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, Fl 33155 N Telephone (786)326 -9877 " Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor AMERICAN BUILDERS Job Address Owner's Name JOSEPH BERNADEL Type of Tile 5 NE 106 ST MIAMI SHORES FL Permit # RF9 -12 -1765 HANSON Approximate Roof Height 12 feet Roof Pitch Approximate Square Footage of Roof 16 ft 2 Date Tested 11/1/2012 Contact Name FRANK 3/12 Date Installed Type of access to Roof OK Required Testing Force 35 lbs Number of Tests 46 Testing Equipment: F.G.E. 100 Phone # SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, Fl 33155 — Telephone (786) 326 -9877 " Fax (305) 485 -9011 RE: Permit # "F-42-7261 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: INSPECTION AFFIDAVIT � V licensed as a (n) ontract/ Engineer I Architect, (Print name and drde License Type) FS 468 Building Inspector License #: g� ,�� fe, On or about d 1 4L (Date & time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determ e installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) , I did personally inspect the roof deck nailing and State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of NOT NOT4RY PUBLIC-STATE OP FLORIDA ' Amparo Solorzano Commission # EE129477 Expires: SEP 12 2015 Notary Public, Sate of Florida at Large BONDEDTHI?uATLANTIC BOND= CO.,INC. `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 FrL �r OCT 0 4 7012 IVI iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: R( p tic Property Address: % ../ 1 Roofing Permit Number: Dear Building Official: I A- RA, - O' p certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00: Please attach proof of ad !valolem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) (r\ 1 Pa—O'S PH Signature cy'+,A R 1 505E p Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large day of NOTARY PUBLIC -STATE OP FLORIDA " " "`• , Amparo Solorzano °•• ": = Cotrcnission # EE129477 ��,,,,,,•• Expires: SEP. 12, 2015 BONDED MU ATLANTIC BONDING CO., INC. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Information Report , iami adl at( Page 1 of 1 My Home Property Information Report Summary Details: Folio No.: 11 -2136- 006 -0250 PropOrty: 1 5 NE 106 ST Mailing Address: BERNADEL JOSEPH &W MARIE HOMICIE 5 NE 106 ST MIAMI SHORES FL 33138 -2034 Property Information: Primary Zone: 0800 SGL FAMILY -1701 -1900 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,739 Lot Size: 9,225 SQ FT Year Built: 1941 Legal Description: DUNNINGS MIAMI SHORES EXT NO 2 PB 41 -78 LOT 9 BLK 207 LOT SIZE 75.000 X 123 OR 16182 -0774 1293 1 OR 16182 -0774 1293 00 Assessment Information: Year: 2012 2011 Land Value: $75,421 $83,801 Building Value: $133,705 $133,785 Market Value: $209,126 $217,586 Assessed Value: $97,756 $94,909 Exemtion Information: p Year: 2012 2011 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2012 2011 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$47,756 $50,000/$44,909 Taxable Value Information: Year: 2012 2011 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$47,756 $50,000/$44,909 County: $50,000/$47,756 $50,000/$44,909 City: $50,000/$47,756 $50,000/$44,909 School Board: $25,000/$72,756 $25,000/$69,909 Sale Information: Sale Date: 12/1993 Sale Amount: $89,900 Sale O /R: 16182 -0774 Sales Qualification Description: Sales which are qualified View Additional Sales [Close window' [Click here to Print] This report was created on 9/12/2012 4:46:28 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /proptextjrint.asp ?folio= 1121360060250 &cmd = 9/12/2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B I ING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 5 / (m) City: Permit No. SEP2 -I 2012 a BY: Master Permit No. Miami Shores County: Folio/Parcel #: 2-136 _ O Is the Building Historically Designated: Yes Miami Dade Zip: 3 3 1 ' yi Flood Zone: Be 61QCQe Joseph �l W i�'�Qr�hone OMl305-336P4527 OWNER: Name (Fee Simple Titleholder): i Address: 5 N ) City: ,fnt c� 1T Ci 'ami t cJ re 5 State: Tenant/Lessee Name: t- Zip: 3313 Phone#: 3D f 3 Email: CONTRACTOR: Company Name: lefrryert kah f uII[IP,rS Phone#: B05- 'R2b6('0(0 Address: 5(641 lisfa) )a(r( -e r r City: in to n(il n State: Qualifier Name: � c A. 1 . Ta(/e rCt State Certification or Registration #: C CC) 32 l O Q (Q Certificate of Competency #: Contact Phone#:ab3 -Z2( 5( 0 Email Address: O I C 1'i Kcir. e�U1ef 5 ® 91 MCI ° �lJUW1 Phone #: Zip: C ) Phone#: 305- s 2,6510(0 DESIGNER: Architect/Engineer: Value of Work for this Permit: $ /c21 0 v Square/Linear Footage of Work: Type of Work: UAdditio OAlteration ❑NewT- ,� r XRepair/Repla /ce ODemoli 'on Description of Work: UAdditio p ! b q / %l v (- 77 L (2 ..,,c3nta FrAf- Color thru tile: 4r t" C100 '0(( *************** * * * * * * * * * *** * *********** Fees**** ***** **** ********* ** ******************** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Qaa CCF $ DBPR $ Technology Fee $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ t ° Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 jurisdictiory. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT.RRS, 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 mft Ra tl Se: PO Signature Owner or Agent Contractor The foregoing instrument was acknowled ed before me this The foregoing instrument was acknowledged before a this day of / , 20 12-, by 5e/A, / , day of 9 / , 20 / L, by S - personally known to me r w as • • !.i 1°2.10 ID SIO9 o is personally known nr who has produced S9 SCISLOAs identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: T i' PUBLIC-STATE OF FLORIDA COmmiesion # EE129477 My Co scion Expires: TIM ArtANTIC BONDING CO, E, Sign: Print: My Commission Expires: NOTARY PUBLIC -STATE OF FLORIDA "' Amparo Solorzano , : 29477 ,, „s Expires: SEP. 12, 2015 BONDED THRU ATLANTIC BONDING CO., INC. ************************************** s.+ x+ x�x�x+ x�x�x�x�x�x**** �x******** x�**** �x�x: ��x. x�x�x: xm s. �x�x�x�x. x* x�n��x�x�xx .�x****.s.�x�x�x�+x.x�x�ux�**** APPROVED BY 52S2 Plans Examiner Structural Review (Revised 3 /1212012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. x B. x C. x D. x COPY OF QUALIFIER'S STATE LIC CARD COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Amerikan Builders Inc. BUSINESS ADDRESS: 5841 NW 194 TERR CITY Miami STATE FL ZIP CODE 33015 BUSINESS PHONE: (305 ) 826 -826 -5106 FAX NUMBER ( 305 ) 826 -9210 CELL PHONE (305 ) 975 -7429 QUALIFIER'S NAME: Miguel Taveras QUALIFIER'S LIC NUMBER: CCC- 1329066 E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV 1 RV 3126109 MLDV amerikanbuilders @gmail.com ACOR/J CERTIFICATE OF LIABILITY INSURANCE ki.....---- DATE(MMroDIYYYY) 9/6/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Alliance Insurance Solutions, LLC. ID: (Impact) do Impact Staff Leasing, Inc. 250 W. Indiantown Rd. Suite 108 Jupiter, FL 33458 CONTACT NAME: Lindsay Frederick PHONE (NC. No. Ext): 561-743-0065 FAX (ac, No): E -MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURER A: SUNZ Insurance Company 34762 INImpact Staff Leasing, Inc. 250 W. Indiantown Rd. Suite 108 Jupiter FL 33458 INSURER B. Aspen Re - London - Best R = ling °A° INSURER C : Catlin Syndicate - Lloyds - Best Rating °A° INSURER D : Brit Syndicate - Lloyds - Best Rating °A° $ INSURER E : $ INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MDD/YYYY1 POLICY EXP (MM /DDIYYYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ PREMISES (EaEom R nce) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GE 'L AGGREGATE POLICY UMIT APPLIES PRCT PER LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE — LIABILITY ANY AUTO OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS Ea OMBINED LIMB $ BODILY INJURY (Per person) $ INJURY (Per accident) $ pBRODILY (Perr a dent) AMAGE $ $ $ UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/ N N / A WCPE0000004803 8/15/2012 8/15/2013 ✓ we sTATU- TORY LIMITS Tk- CK E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 B C D Workers Compensation Excess Coverage This is for informational purposes and nothing shall create any right under such reinsurance. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Coverage provided for all leased employees but not subcontractors of: Amerikan Builders, Inc Client Effective: 9/5/2012 CERTIFICATE HOLDER CANCELLATION 1133 Miami Shores Village 10050 N. E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ...,./AA ..7 w Glen J Distefano ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERT NO.: 14040527 Lindsay Frederick 9/6/2012 12:38:16 PM Page 1 of 1 A�DATE �l�aaOJ� i/ CERTIFICATE OF LIABILITY INSURANCE (MM/DD/YYYY) 09/12/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER AM Underwriters, Inc. 8796 SW 8 St Miami, Fl 33174 coNTACT PABLO M CONDE NAME: (A1C. No. Exti: 305 -220 -7447 FAX, No): 305 - 220 -4821 5s: pmc@aaunderwriters.com INSURER(S) AFFORDING COVERAGE NAIC S INSURER A: Endurance American Specialty Insurance Co. 013033 INSURED Amerikan Builders Inc. 5841 NW 194 TERR Miamil FL 33015 INSURER B : CBC10000242000 wsuRERC: 04/08/13 INSURER D : $ 1,000,000 INSURER E : $ 100,000 INSURER F: $ 5,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDL INSR SUBR MD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CBC10000242000 04/08/12 04/08/13 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 1,000,000 �GEN'L AGGREGATE UMIT APPLIES PER: ^ POLICY PRO- JECT LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED NONAUTOS -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) _$ $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? I (Mandatory In NH) if yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- OTH- TORY LIMITS ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Addltonal Remarks Schedule, If more space Is required) Endorsement Roofing and General Contractors ON Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PDF created with pdfFactory Pro trial version www.pdffactory.com AC# 6166869 THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK" PATENTED PAPER STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L12061900926 BATCH NUMBER LICENSE NBR 06/19/2012 118205641 CCC1329066 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 TAVERAS, MIGUEL A AMERIKAN BUILDERS INC 18530 NW 84TH AVE HIALEAH FL 33015 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY MIAMI- DADE"COUNTY ,:,, TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 BU$11VE2Sell IE ! LOCATION 2012 LOCAL BUSINESS TAX RECI NV#M1.43ADE' a ala ,. STATE OF .. M BE FJ(PIR AT PLACE OFB PURSUANT TO COUNTY CODE CHAPTER SA - THIS IS NOT A BILL — DO NOT PAY RREE RECEIPTNONEWAL • STATE* CCC1329066 711374 -9 AMERIKAN BUILDERS INC 5841 NW 33015 UNIN 194 OWNER AMERIKAN BUILDERS INC Sec. Type of Business THIS IS 112.0 ASLIALTY BUILDING CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY ZONING G RY LAWS OFTHE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT COUNTY TAX COLLECTOR: 09010103001 000075.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 WORKER /S 1 DO NOT FORWARD AMERIKAN BUILDERS INC YENILEN MOLA 5841 NW 194 TER MIAMI FL.33015 111111}} 11111}}11} tlfftlitilll }i!1}!11(�i}}1}}iliitl�Itifi! Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form r E9 S IMP Section A (General Information), ,may,, B : Master Permit No. Process No. l 2 1 XV 5 Contractor's Name A rile ri Kan I ; I der Job Address Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile g Mortar /Adh ❑ Metal Panel/Shingles Wood Shine ❑ Prescriptive BUR -RAS 150 ROOF TYPE Aret Gas Vent YesJ Type: Natu ❑ New Roof 12. Re- Roofing ❑ Recovering ❑ Repair ❑ ROOF SYSTEM INFORMATION Low Slope R • f Area l`= F) Steep Sloped Roof Area (SF) Total (SF) /5lS`� C9-3 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scup scuppers d overflow drains. Include dimensions of sections and identify ensions of elevated pressure zones and location of parapets cc ei#»•. ii■ ll... tl■#..■..■.# ................#■..#■.. ■..■.■.■■nnomno ■...■. ■ ■■...■..■ \!�l►!r■ \1.A...■ ■a..tl...r ■rr. r. r. 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It#.Y4 7I. ■..■Ei►".ii16i.`mmy rim.PNL.#.1!U ■... ■■. #.. #... #.... .# ■.M ■ ■..... t ■l1 ■Uymmum ■ ■.M■ 'omnp...\�pasonr !Rno #►�iir: l I.UUU U■ ■ ■ #■ #■ ■ ■ # ■# ■ ■ ■ # ■UUUUommonn/ Ionm on tr. ■U.. ■ pcn UU•U f.mnowno5poo ►onion 1 1■■■■.M -' ■mi ■ ■■■■■ ■ ■tl ■ ■ ■■ ■■UUU•UUU■■/ t ■# #. ■.7/# .■ ■..r ■■#UM.r ■ ■r ■u ■ #r ■.■ s# ■■t!■■ #■■i�iw� /JI ■o■ # # #■ ## ■■ ■■■UUUUU ■U #i my . II. ■1rnynnyo l.... ■.# ■■..kr1� ssmem..M ■MSUUrs .UU t.■ ■ #.M■ ■ ■ ■. #....../ 1O! ■►r>► ■ i/� ■ ■. �U� -- -- ■ ■i ■■N60,4.21a■U■UUUU .U##.#...#■ ■UU■. ## #■/ ►1 M#U ■ring` r ■■. M...#■ 1/ M#.■ 11wr, �y ..U##C� ■ ■nryyi►JmUUI.. #i�.■# #.. " UUMM ■:UMMU: Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, Identify as 'NA") System Manufac to a Vitkr t q1 COY NOA No.: 01- cik,. C\ Design Wind Pressures, From RAS 128 or Calculations: Pmex1: 2.. %Pmax2: -I I.7 Pmax3' W .n Max. Design Pressure, From the Specific NOA System: Type: WOt) Gauge/Thickness: 51 % Slope: r �a - Anchor/Base Sheet & No. of Ply(s): 0 1 i An ► i_Shrt N a y ng 41:?, insulation Base Layer: /vl 14 Base Insulation Size and Thickness: N/ A Baggrsulation ®y Bonding Material: Top Insulation Layer: N !'l' Top Insulation Size and Thickness: A) / Pr Top In7i on iFastener/Bonding Material: Al Base Sheets) & No. of Ply(s): *-15, Base iheeltt iestr/ nd)r/g MM%tpriai: Ply Sheet(s).& No. of Ply(s): Ply Fastr$nerBonding Material: rr o Top Ply. (Qp el? Top Ply Fastener / Bonding Material: Surfacing: N/ A- -t Toe Fastener Spacing for AnchorlBase Sheet Attachment Field: " cc Lap, # Rows . @ _k2 cc Perimeter: jQ" oc @ Lap, # Rows L�' , (fp _422' oc Corner oc © Lap, # Rows t�' @ 1(22 oc Number of Fasteners Per Insulation Board Field (0 Perimeter Lt. Corner Illustrate Components Noted and= Details as Applicable: Woodbloc ing, Gutter, Edge Temm!nnation; Stripping, Flashing, Continuous Cleat, C'int Strip, Base Flashing, Gonnter- Flashing, Coping, Etc. lndtcate: Mean Roof Height Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. - - Pnz tlerUi 3v: 4c1. Ck d Gafytu55 Capsileef 3 4-lark.,' ?p wf QSpina - 2 Plyy. iv Cta f- G►Qcxss No' - MopwihsphcQtt-Typ � sc• - SI tic; i,nC■pS (v FT. 1114 FT. oc. H -q octietl 11/4)6tk cv 5heek czve Qc, fqp Rc (c cc ictp i C (20C lcq 123_01 -48 12/09 PAGE 3 N/r Parapet Height rz Mean Roof Height e(Se. 9" oc. 'Cc Cc n4'e r 0. J I Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer C Notice of Acceptance Number: /0 ,O ° 7'4 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: P2; P3:� • Maximum Design Pressure From the NOA S ° = cific S stem : G� Method of file attachment: �� P[',C ��? , �', ' ii-t4 Roof Slope: :12 Steep Sloped Roof System Description Deck Type: ype Underiayment: P( nsuiation: Fire Barrier: Ridge Ve on? N stoner Type & Spacing: dhesive Type: s Flo ype Cap Sheet: Mean Roof Height: 123_01-48 12/09 PAGE 4 oof Covering: Type & Size Drip Edge: 3(3(-AAUZ4C7 L RocrY Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mr. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127"t (P1 :3.1 z71 ©•L a Zscr) - Mg: . `� m :`i' °4-0i1 NOA Mr � D (KiitaLL :76 0 Z 1 @ tR�/AV) -Mg: (e .0 @ aa 3 NOA 1V4 4 se% r (113 42( .z `..48C1 a c;[ 1BL)— Mg: ' NOA Mt s-• s Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr Roof Roof Height — Mope 2:12 3:12 4:12 5:12 8:12 7:12 Mr Required Moment Resistance* 15' 20' 25' 30' 34.4 36.5 38.2 39.7 322 34A 36.0 37.4 30.4 28A 28A 24.4 322 30.1 28.0 25.9 33.9 31.6 29.4 27.1 35.1 32.8 30.5 282 40' 422 39.8 37.3 34.9 32A 30.0 *Mast be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area•of the roof; then the Me attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: zl: = w: =_) —W: x cos B: = F1: NOAF' (PZ : z 1: = a w: = ) — W: a cos 8: = F,2: NOA F (P3 : z l: = z w: = _) — W: z cos 9: = Fes: NOA F' Description Where to Obtain Information Design Pressure Symbol Where to find Pl orP2 orP3 RAS 127 Table 1 or by an engineering analysis prepared by PE basedonASCE 7 Mean Roof Height Roof Slope H Job Site Aerodynamic Multiplier Restoring Moment due to Gravity 0 Job Site NOA Attachment Resisamee Required Moment Resiseohx Minimum Attacimtent Resistance Ma NOA Mc NOA Calculated Required Uplift Resistance Average Tile Weight Tile Dimensions F' NOA Fr W I= length w =width Calculated NOA NOA All calculations must be submitted to the Building Official at the time ofpemsit application 123_01 -48 12/09 PAGE 5 LeP-oo- AMO COUNTY -- Ex dia. Every Iv OWNER'S NOTIFICATION FORM SECTION 1524 HIGH VELOCITY HURRICANE ZONE — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the oawl wand the contractor. The owner's initials in the designed space indicates that the item has been explained. 111 . 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) 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 - swner and the contractor. 1 • . Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in c- • ance 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). 1Il town the 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. ouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify ccupants and 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 ro ':elow. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the and j.side of the decking may not be acceptable. The owner provides the option of maintaining its appearance. . Ponding water: The current roof system and/or deck of the building may not drain well and may cause water `o 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 co ditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buld 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 requirements of Chaster 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's /Agent's Signature: Contractor's Signature: Property Address. 123_01-197 12/09 Date. Permit Number /3 5 ICE /o� S�j-- MIAMO COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County 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 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 Florida Building Code including the High Veloci H 'cane Zone of the Florida Building Code. DESCRIPTI arson Hacienda Double Roll Roof Tile LABELING: Each unit s "11 , 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 revises NOA No. 09- 0928.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 1 of 6 C olo RTfl2U ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofmg Tile Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound; Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Length: 171/4" Hanson "Hacienda" Width: 13" %z" thick Trim Pieces Length: varies Width: varies Varying thickness 2.1 EVIDENCE SUBMITTED Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94 -060B 94 -084 25- 7094 -1 25- 7094 -7 25- 7094 -4 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 2 of 6 Test Agency Celotex Corporation Testing Services Walker Engineering, Inc. IBA Consultants, Inc. 3. LIMITATIONS Test Identifier Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations 2381 -249 , Test Name/Report Date PA 100 Oct. 1994 PA 102 PA 102 PA 102 PA 102 PA 101 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Sep. 1998 Dec. 1998 Aerodynamic Multiplier March 1999 TAS 112 09/20/07 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance 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 `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Table 3: Restoring Moments due to Gravity - Ma (ft -ibf) Tile Profile Table 2: Aerodynamic Multipliers - A (ft3) 4 ": 12" Tile 6 ": 12" A (ft3) A (ft3) Battens Profile Battens Batten Application Direct Deck Application Hacienda Tile Battens Direct Deck 0.267 0.289 Table 3: Restoring Moments due to Gravity - Ma (ft -ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 70: 12" or greater Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Hacienda Tiie 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment M1 (ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Pol oam Product, Inc. Avera • e we' • ht • er • a 8 • rams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProTM 86.614 Polyfoam PolyProTM 45.5b 4 Large paddy placement of 54grams of PoiyProTM . 5 Medium • add • lacement of 24 • rams of Pol ProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar SetT 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 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.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 5 of 6 a V FASTENER HOLES PROFILE DRAWINGS OVERLOCK UNDERLOCK 13' HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 6 of 6 t DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 =2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 e- F- lori�a Itrlg Co DESCRIPT N: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2- Component Foam Roof Tile Adhesive AH -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 PRODUCTS MANUFACTURED BY APPLICANT: Product D imensions Test Specifications Product Description 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property, Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content MIAMI.DADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2/ F'— MS —W NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPacki? 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Underlayrnent Paddy (Beneath Tie) "Nrin* Esvelosure 41n. up from weepholes Fascia Eave course only: Keep acthestve approx. Eave Course Nall through plastic come Paddy (Beneath Tile) Paddy (Beneath Tile) 10 In. Eave Course Eave =me only: Keep adhesive approx. 4 In. up from weepholes Weephole Eave closure Drip edge Undarlayment Optional 2(4 for 1) Place enough adhesive to achieve 17 to 23 steep pitch applications square Inches In contact with the pan the 2) Turn covers upside down. Place aelheshre112 In. To 1 In. From outside edge of cover tile. Then Install the tile. Undedayment Nail through plastic cement 10 in. 2 In. Eave Course Eave Closure Ease course only: Keep adhesive approx.4 In up from weepholes Fascia Remo top portion of the eave course cover tile. Abut to second cone of pan tiles. Ensure eave end of pan and cover Woe are Bush at eave Eave closure (mortar shown) Weephole Fascia Sheathing Optional Point-up Mortar on longltuilnal edges of the NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Underlayment 7 In. Eave Course Paddy (Beneath Tile) Z in. Fascia Eave Closure MIAMIDADE COUNTY APPROVED Nall through plastic cement Underlayment Paddy (Beneath Tile) 7 In: Eave Course Fascia Eave Closure NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) x3 in. Single paddy on under- layment Single paddy under tile Single paddy on top of tile *140* ffr 21n. 271n. medium size paddy eave Fascia course only Eave course INIAMIOADE COUNTY APPROVED Nail through plastic cement Underlayment Jr Single paddy under tile Single paddy between tile 21n. x7 In. medium size paddy eave course only rer in. x 3 in. 4 in. Single paddy on under- layment Single paddy on top of tile Ears Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy under tile Single paddy between tile 3 in. Single paddy on underlayment 4 In Single paddy on top of tile Eave Course Eave Closure 21n. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 ltiru.xiiu6 - Roofing Systems Page 1 of 56 ONLINE CERTIFICATIONS OIREGTORy TGFU.R1306 Roofing Systems Pace Bottom Roofing Systems See General Information for Rooflna Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. +h -In. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia - Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"' Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt Joints In the gypsum board and Georgia - Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"' Roofboard" are to offset a minimum of 6 -In. with the butt Joints In the roof deck. If polystyrene Is part of the roof system, It must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to Georgia - Pacific Gypsum LLC " DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardr" Roofboard" In hot roofing asphalt. "EnergyGuard® Ultra" is an acceptable alternate to "EnergyGuard® RF" in any applicable Classification. "GAF Stratavent® Eliminator"' Venting Base Sheet (Nallable)" may be mechanically attached or hot mopped over nor.com:Justible decks and as a recover over existing roof systems. " GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuard® RF" insulation in any of the following systems Unless otherwise indicated, the roof Insulation is mechanically fastened, adhered with hot mopping asphalt or urethane irsuiation adhesive. Polystyrene referenced in any of the following Classfications Include " EnergyGuard® EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type Gi asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or'Tri -Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"' Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator"' Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)" may be substituted for Type Gi asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberold ®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" Is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite Insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck In the following Class A, B or C systems listed over C -15/32 or NC. i Lit u.KL .3U6 - Rooting Systems Page 2 of 56 The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1h -In. minimum thick gypsum board Is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene Insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard® RA" or "Tapered EnergyGuard® RA" or "EnergyGuard® Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra- Flexible Ply 6" are suitable alternates to " GAFGLAS® Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshieid MB" at 21 to 3- gal /100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberold® Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberold® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classifiicaticn. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or u,ezkiind or perlite / polyisocyanurate composite or perlite /urethane composite or wood flber / polyisocyanurate composite or phenolic, ary thic' Hess. Ply Sheet: — Three or more plies Type Gi or "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6" N.N. mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite / polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gi or " GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet " or " GAFGLAS® EnergyCarm BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite / polylsocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type Gi " GAFGLAS® Ply 4 ", "Tri -Ply® Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 rte f......„. Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — 'TOPCOAT@ EnergyCote m" applied at a rate of 2 -ga1/100 -ft2. Incline: 1 5. Deck: N Incline: 3 httD: // database .ul.com /cei- hin/XYV /temnlate/T TCFYT /1 PP eA/�'�o11n11,r1nRn t7+...1 .._.._ 0 /1 0_0101 .1 ' 1'(iF'U.R1306 - Roofmg Systems Page 3 of 56 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberold® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatch'" SBS Modified Granular" or "Tri -Ply® SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri -Ply® TP -4G" or "Tri -Ply® TP -4" or "Ruberoid® Dual Smooth ". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet "or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite / polyisocyanurate composite or perlite /urethane composite or wood flber / polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type Gl. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberold® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatch" SBS Modified Granular" or "Tri -Ply® SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri -Ply® TP -4G" or "Tri -Ply® TP -4" or "Ruberoid® Dual Smooth ". Cap Sheet — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri -Ply® Mineral Surfaced Cap Sheet" Or GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — "Fireshield MB" applied at 21/2 to 3.0 -gal. /100 -ft2. 9. Deck: C -15/32 Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gi " GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap sheet: — "GASFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet ". 10. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite / polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, 2 -in, maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — "GASFGLAS® EnergyCapTM' BUR Mineral Surfaced Cap Sheet ". 11. Deck: NC Incline: 2 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or'Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — "GASFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet ". 12. Deck: C -15/32 Inclines 1 Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or phenolic, 1 -in. minimum (insulation joints offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 " GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri -Ply® Mineral Surfaced Cap Sheet ". Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatch*" SBS Modified Granular" or "Tri -Ply SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri -Ply® TP -4G" or "Tri- Ply® TP -4" or "Ruberoid® Dual Smooth." Cap Sheet: — "GASFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet ". Mf�h BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 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 prodact x 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 itl in 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 desdribed herein, and has been designed to comply with th, Florida Btriiding Code and the High Velocity Hurricane Zone of the Florida Buildin Code. DESCRIPTION: GAF Conventional Built-Up 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 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 and revises NOA No. 03- 0501.05 and consists of pages 1 thro ygh 19. The submitted documentation was reviewed by Jorge L. Acebo. CAS NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: BUR Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED TABLE 1 Product Dimensions Test Specification Leak BusterTM MatrixTM 3, 5, 55 gallons ASTM D 41 307 Premium Asphalt Primer GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules Leak BusterTM MatrixTM 5 gallons ASTM 1227 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROIDD Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 fmYi LTi-�.i 1 ti APPROVED OR LABELED BY APPLICANT: Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be uswd -for flashing applications only. Surface coating for smooth surfaced rcots. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Elastomeric roof coating. Asphalt emulsion fibered. ASTM D-4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID ® SBS Heat We1dTM Smooth RUBEROID® SBS Heat- WeldTM Granule RUBEROID® SBS Heat- WeIdTM 170 FR RUBEROID® SBS Heat We1dTM PLUS RUBEROID® SBS HeatWeldTM PLUS FR. RUBEROID® SBS Heat WeldTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 AS D -6164 ASTM D -6164 Product • Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type W asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with ianory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with i.,.phalt. Surfaced on the bottom side with !nireral granules embedded in asphaltic ccawr.g. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and urfaced with mineral granules. on -Woven Polyester mat coated with olymer modified asphalt and surfaced with ineral granules. on -Woven Polyester mat coated with fire retardant polymer modified asphalt and urfaced with mineral granules. on -Woven Polyester mat coated with olymer - modified asphalt and smooth urfaced. Premium glass fiber reinforced SBS odifled base sheet s N p m N s ASTM D -6164 N p s ASTM D4601, Type II, UL m Type G2 BUR NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Prod et RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROIDD 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39,37' (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39,37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37' (I meter) wide 39.37" (1 meter) wide Test Product Specification Description ASTM D 6163 MS modified asphalt base sheet and ASTM D 5147 interply sheet reinforce with a glass fiber mat. ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -woven polyester mat coated with ASTM D 5147 polymer- modified asphalt and smooth surfaces. ASTM D 6164 Non -Woven polyester mat coated with fire ASTM D 5I47 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granule's. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membran; smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. . ASTM D 6222 Heavy duty, polyester re�rf,rred, asphak ASTM D 5147 modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6163 Non -woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non -woven fiberglass mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. 6298 Woven fiberglass mat coated with Polymer 147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. 164 Non -woven polyester and fiberglass mat 147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. TAS 100(A) One way valve vent used to relieve built-up ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 3937" (1 meter) ASTM D wide ASTM D 5 39.37" (1 meter) ASTM D 6 Wide ASTM D 5 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofmg Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoterM SeamCoteTM FireOutTM VersaShield° VersaShield® FB-1 S VersaShield° FB -2S TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM Matrix"' 102 SBS Adhesive Leak Buster"' MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive Dimensions 5 gallons 1001b. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification Product Description ASTM D2824, Non- fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D312, Interply mopping and surfacing asphalt. Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM DI475 ASTM E-1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. . Low VOC, fire barrier coai itg. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Eased Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120 /OS Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered AIuminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Test Product Dimensions Specification Description 5 gallons ASTM D 2824 Fibered aluminum coating. 5 gallons ASTM D2824, Non- Fbered aluminum pigmented, asphalt Type I roof coating. APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardrrM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ®, Dens Deck® Prime, Dens Deck®Dura GuardTM Structodek SecurockTM Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Maerials Corp. GAF M o eriais Corp. GA.'S Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number 1. Product Name Drill-Teem #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test ASencv Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. MT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1.AM J.I. OD0A8.AM J.I. ODIA8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Dimensions Various Manufacturer (With Current NOA) GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 1/2" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 -TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 nag 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04113 Approval Date: 03/20/08 Page 7 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: 19/ " or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plastic plate only (Table 3) Density /fts °P) EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO,'EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N/A N/A EnergyGuardm High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum W' thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A Fiber g las (Min. '5116" thick) 1vtA N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be uscd only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyiaocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. • Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROII) Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor 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 Limitatlan #V NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac 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 Anchor 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® #80ULTIMATM, RUBEROID ®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 1' V4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows • staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TeeTM steel plate or Drill-Tee= AccuTrac 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 Anchor sheets attached to deck approved annular ring shank naiis and 3" inverted Drill -TecTM insulation plates at a fastener spacing cif 9" o.®. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation 47) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 —7S psf, See General Limitation #7) Base Sheet: Ply Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIIMATM Base Sheet, GAFGLAS® STRATAVENT® Eliminator= Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat- WeIdTM Smooth or RUBEROID® Heat- WeldrM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6 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. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . Approval Date: 033/20/08 Page 9 of 19 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLASEnergyCapTM Mineral Surfaced Cap Sheet adhered in a fill mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibs. /sq. respectively in a flood coat of approved asphalt at 601bs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield° SD Solvent based Elastomeric Roofing Membrane applied at 11, 1 % gal. /sq 7. Advance Green Technologies Photovoltaic Lam'.rcts solar energy collector auxiliary roof equipment installed in ct rapliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 • Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) When applicable: Steel plate only =S, plastic plate only =P EnergyGuardTM, EnergyGuardTM RA Minimum 1.3" thick Insulation Fasteners Fastener (Table 3) Density /ft2 1, 2, or 3 1:3 ft2 EnergyGuardTM RN Minimum 1.4" thick 1, 2, or 3 1 :3 ft2 EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5 thick 3 1 :3 ft2 EnergyGuardTM Perlite Minimum 3A" thick 15(3.5 "), or 3 1:2 it EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 1 :0 it • Note: Base layer shall be mechanically attached with fasteners and density described. insulstion panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shaft be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® STRATAVENTO Eliminatory,' perforated laid dry or a layer of EnergyGuardTM or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density /ft2 Any of the insulations listed for Base Layer, above. N/A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM High Density Wood Fiberboard, EnergyGuardTM Recover Board Minimum W' thick • N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShielde Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 11 of 19 Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4, GAFGLAS® Flex Ply= 6, GAFGLAS® STRATAVENT® Eliminator Perforated(laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 401bs. /sq; (see General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® FlexPlyTM 6 ply sheet, #80 UItima, 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. (See specification number for appropriate number of plies). Cap Sheet: • (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM 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. (See GAF application instructions for approved method of installation). Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbsfsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a. rate of 3 gal. /sq. Maximum 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLA S® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20,401bsfsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofmg Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building•Codes. Design Pressure: -45 psf; (See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 12 of 19 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: One or more Layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) (Table 3) Density /ft2 EnergyGuardTm RN, EnergyGuardTM, EnergyGuardTM RA Minimum 1.3" thick N/A N/A EnergyGuard1M Min. 1.4" thick EnergyGuardTM Composite, EnergyGuardTm RA Composite Minimum 1.5" thick EnergyGuardTM Perlite Minimum %" thick N/A N/A N/A N/A NIA N/A Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick NIA N/A Note: All layers shall be simultaneously fastened; see top layer below for fas:cnor and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are tom, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Rorfiag Application Standard RAS 117 ' for insulation attachment. GAF requires either a ply of GAFGLASe STRATAVENT® EliminatorTM perforated laid dry or a layer of EnergyGekarJTM Perlite or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density /ft2 EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, or 3 1 :3 ft2 EnergyGuardTm RN Minimum 1.4" thick 1, 2, or 3 1:3 ft2 EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5 thick 3 1 :3 ft2 EnergyGuardTm Perlite Minimum %" thick 1S(3.5"), or 3 1 :2 Fiberglas Minimum 13/16" thick 1,2,or3 1:2.67ft2 Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick ft2 1 :4 1, 2, or 3 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 13 of 19 Note: Insulation panels listed are minimum sizes and dimensions; if Iarger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuard= Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base Sheet: Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® F1exP1yTM 6 ply sheet, #80 ULTIMAT'' , 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 or CAFOLAS(' EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full moppizig of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.rsq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUB .kOi!)® 26 is Op membrane) Install one of the following: 1. Gravel or slag applied at 400 Ibs.sq. and 30Q Ibs.sq. respectively in -a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterrM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4, GAFGLAS FlexPlyT"i 6, GAFGLAS® STRATAVENT® EliminatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq.. If base sheet is applied.directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlayboard is approved; see General Limitation #4. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 IbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterrM MatrixTM 715 , Leak BusterTM MatrixTM . 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galisq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at ito 1.5 gal./sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 14 of 19 Deck Type 1I: Deck Description: System Type D: Wood, Insulated 19/32" or greater plywood or wood plank Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Innsnlation Layer loosely laid with firmly butted joints. EnergyGnardm , EnergyGuardTM RA, Minimum 1.3" thick Insulation Fasteners Fastener (Table 3) Density/ft2 N/A EnergyGuardTM High Density Fiberboard, EnergyGuardTM Fiberboard Minimum 1" thick Fire Barrier: (optional) Base Sheet: N/A N/A N/A FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. Install one ply of GAFGLAS® #75, GAFGLAS® #80 Ultima ULTIMATM Banc Sheet, GAFGLAS® STRATAVENT® EliminatorTM Nailable or RUBERvID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options; Drill -TecTM #I2 standard, #14 or # 15 Screws and 3" Drill -TecTM steel Otto n,. Drill -TecTM AccuTrac Plates are installed through the base sleet aril insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spac‘d approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates are installed through the base sheet and insulton in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See Genera! Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base . sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum .Design Pressure —60 psf, See General Limitation #7) Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates in 4 rows 12" o.c. 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? Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS®, GAFGLAS® FlexPlyTM 6 sheet, #80 Ultima or RUBEROID® 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 15 of 19 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping a in of roved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. pp Surfacing: Maximum Desk Pressure: See Fastening Above (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. LeakBusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM Matrix"( 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./4g. 6. TOPCOAT® Surface Seal, TOPCOAT° Fireshiele SR Solvent based EIastomeric Roofing Membrane applied at :., 1.5 gal..; 7. Advance Green Technologies Photovoltaic Landraty solar enorgy collector auxiliary roof equipment installed in ,h- rplian a with manufacturer's specifications and applicable Buill:rg Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 16 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened, All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, 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 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 ®.FIex PIyTM 6, GAFGLAS® 875 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plate,, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are egaally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -,45 psf, See General Limitation #1) 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 et 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.S psi; See General Limitation #0 GAFGLAS® #80ULT1MATM, RUBEROID ®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Dri1I'recTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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 -TeceM 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) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLASie #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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, #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 or GAFGLAS ®Ener gyCap TM 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. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibs.sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Ene:gy Cap Mineral Surfaced Capsheet adhered in a full mopl+ina of approved asphalt applied within the EVT range and at a rat: of 20 -40 lhs ion. 3. Leak BusterTM MatrixTM 303 Premium Fiberex: A1.ia:inum -Roar Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM Matrix"' Al 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Rooting Membrane, applied at 1 to 13 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xt{ra. Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT'® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Pressure: See Fastening Above Maximum Design NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''A" Dens DeckTM or %" 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 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 Ibsfsq., 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 shut shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip no 8" ribbons In three rows, one at each sidelap and one down the center of the sheet allowing a c t:'rruuouus 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 z minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure ef ps£ S. Fastener spacing for insulation attachment is based on a Minimum Characteristic l'orce F') vaiuA of 275 . lbf., as tested in compliance with Testing Application Standard TAS 105. If the f td.wi 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 bated 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 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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 (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. 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.: 07- 1219.09 Expiration Date: 11(04113 Approval Date: 03/20/08 Page 19 of 19 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: S TP E GE FLC:'FE THE UNDERSIGNED hereby gives notice that improvements will be made t6 e rtagfe property, and in accordance with Chapter 713, Florida Statutes, the followifidi iftiiSi'� iirsri' is provided in this Notice of Commencement. , P? A',VFY RUViN, CL Sy 111111111111111111111111111111111111111111111 CFN 2012R0699840 DR BI; 28295 F's 3459; (1139 RECORDED ECD 10/02/21 X12 11 :11214 HARVEY RUVII4r CLERK OF CURT MIAMI—DACDE COUNTYr FLORIDA LAST PAGE , COUNTY OF LADE 'rai �a..c .s i °;ropy of Me rlav of Ccv d Cow* Ce: Space above reserved for use of recording office 1. Legal description of property and street/address: 41/4" tlh 33/3 2. Description of improvement. 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon hom notices or other documents may be se ed as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: S. In addition to himself, Owners designates the following p on(s) to receiv a copy he Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: L 0(4,1 38J e2 6s-106 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of reo9rding unless a different date is sp ied) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signature(s) of Ow e� O (s)' �: e•_O er Prepared By .> Print Name Title /Office STATE OF FLORIDA."' COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this or /Partner /Manager Prepared By Print Name Title/Office day of Sys e- By Individually, or ❑ as for TAIrersonally known, or ill produced the following type of identffica; "on: Signature of Notary Public: Print Name: (SEAL) ,Ii.q Wit 1.11 JILIO "".... Amparo Solana= u :Commission # EE129477 ••n,, I Expires: SEP.12, 2015 BONDED TSRII ATLANTIC BoND)N6 co,,ae VERIFICATION PURSUANT Ti e SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed c By By 123_01-52 PAGE3 6112