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RF-10-1747Inspection Number: INSP- 153250 Scheduled Inspection Date: November 15, 2010 Inspector: Rodriguez, Jorge Owner: NICHOLSON, GERALD Job Address: 153 NE 109 Street Miami Shores, FL Project: <NONE> Building Department Comments November 12, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC For Inspections please call: (305)762 -4949 Permit Number: RF -10 -10 -1747 Permit Type: Roof Inspection Type: Final Roof Work Classification: Fiat Phone Number Parcel Number 1121360040510 Phone: 305 - 757 -2612 RE -ROOF LOWER NORTH FLAT ROOF Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 151932. Provide renail affidavit Page 22 of 31 RE: Permit # RI-Jo-10- \ 7L 7 yliame3 O. PbC ND Ur Miami S *fla p '4 Vetovit xe.tt 10050 NE 2 Ave Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305. 756.8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT DATE: ?Lilo Irk , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: vii4,3ok On or about 11 iD iu (`ice (Date & time) secondary water barrier work at , I did personally inspect the roof deck nailing and /or 163 0E. coq (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Re ofit Manual (Based on 553.844 F.S) Sfan�` 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 Notary Public, Sate of Florida at Large day of NOV' ZQ lb ndra . t-t A Commission DD861559 kw APR. 02, 2013 Bottom co. pr. *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 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 A TYPE OF INSURANCE ADDL INSR SUBR YWD POLICY NUMBER POUCY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS GENERALUABIUTY COMMERCIAL GENERAL LIABILITY OCCUR prior FMGA001533 6/1/2010 6/1/2011 EACH OCCURRENCE $ 1,000, X DAMAGE O RENTED PREMM GE ISES (Ea occurrence) $ 50,000 CLAIMS -MADE X MED EXP (Any one person) $ EXCLUDED X Per Project w/ written contract PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER — 1 PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY x LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, d un der DESCRIPTION OF OPERATIONS Y / N N / A 83036966 10/6/2010 10/6/2011 x WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ 100, 000 E.L DISEASE - EA EMPLOYEE $ 100,000 below E.L DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) ACORD CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE 15 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 Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach INSURED Obenour Roofing Sheet Metal & Supply Co 159 NE 97th Street Miami Shores FL 33061 FL 33138 CONTACT NAME: Laura Buratt PHONE (954)943 -5050 (A/C. No. Est): E -MAIL laura@furmaninsurance.com ADDRESS: PRODUCER 00003304 CUSTOMER ID IP INSURER(S) AFFORDING COVERAGE INSURER A :Firs t Mercury Insurance Co INSuRERB:Bridgefield Employers Ins Co INSURER C : INSURER D : INSURER E : INSURER F : DATE (MMIDDIYYYY) 10/6/2010 FAX (954) 942-6310 NAIC 0 10701 COVERAGES CERTIFICATE HOLDER CERTIFICATE NUMBER:10 -11 GL WC CANCELLATION REVISI MIAMI SHORES VILLAGE ATTN: BUILDING & ZONING DEPT 10050 N E 2 AVENUE MIAMI SHORES, FL 33153 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /LB 1 -� �. .05.. ACORD 25 (2009/09) INS025 (200909) ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CFN 201080670732 OR Bk 27441 P9 31'4; (1P9 RECORDED 10/04/2010 11 :25 :17 NOTICE OF COMMENCEMENT HARVEY RUVINF CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION MIAMI-DADE COUNTY r FLORIDA LAST PAGE PERMIT NO. TAX FOLIO NO. 1 1 �, t ' 344)- 1 O6 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. N ICM 1 111111 11111 1 11 4. pace above reserved for use of recording office Alumnimmir 1. Legal description of property and street/address: ITIETTIORNMFMMIIIIMIF 2. Description of improvement: rit 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number ' 1)641Jk A/44 , 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 Own upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8.1n addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) 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. /Director/Pa ner /Manager pared By Print Name Title /Office gnature(s) of or! ne ' A orize7 1 repay Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE 7� The for oing Instrument w acknowledged before me this day of .20 /b ❑ , or Ir iltiduall 1:1i as for 14 I'S' �� 2W 1 y known, or ❑ produced the following A� p ersonali y p g type of identificatio . ` ' Signature of Notary Public: ! /r ,.+! - ��j%ii�j ' . 0 13 Print Name: b (SEAL) VERIFICATION PURSUANT TO 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 above: By By 12101 -32 PAGE a/10 r' N � '1 tt o- 3,3024 10 la(cb -1"12 NicNa. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 3, 3 /./ Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Owner's Name (Fee Simple Titleholder) � i4fJ[5O 1l I Owner's Address 1 63 N6 1 1) q &treat City IOU 5 IMS State �( � Zip 3 3l Tenant/Lessee Name Phone # 3c$ '7.3 3 30.2-0 Job Address (where the work is being done) 1 . 63 1 E 10%A. City Miami Shores Vi11 ge County Miami -Dade Zip - j 3/ 3 V FOLIO / PARCEL # t 1 a, i 3 cog'' 1 5 Y g 10 Is Building Historicall Desi nated YES W NO Contractor's Company Name a - go ( 11 r Contractor's Address 0E 7 , City ) LItV 1N Slicks t- State Qualifier Name 3 0' tt Db LLLr C State Certificate or Registration No. e j7li UG Type of Work: ❑Addition ['Alteration LINew V ❑ Demolition ***************************************F s ******************************************** Submittal Fee $L-c Permit Fee $ CCF $ CO /CC Notary $ I Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $' 2/ 2 l . Plumbing Permit No. Master Permit No. Mechanical Phone # a _ 141-- Phone # 3 '- ' Zip 3.1 .' Phone # Square / Linear Footage Of Work: 3 5'✓ See Reverse side -+ 0 4 2010 Phone # 3l J 7,11 ( / 7 Certificate of Competency No. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 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 Owner or A t Contractor The foregoing instrument was acknowledged before me this 30 The egoing instrument was acknowledged before me thib , day of , 20 , by .J(if a D. &a' who is per nally known to me or who has produced who is person ly known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: day of 91 , 20 10 , by le t, s NOTARY PUBLIC: Sign: Sign: Hart Print: : a D. Print: P APR.02,2013 My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature Plans Examiner Engineer Zoning Aus * ** Owner's Notification Form 07 "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NO , W46194 FAO ' ' , %. ii G CO ► ` p,NS 1524.1 Scope. As it pertains to this section, it is the responsibili'� of the roor� l+011 M. Ul t . 'Ovid, th J own er with the required roofmg permit, and to explain to the owner the WEJPEVIKV6E. of Chapter 15 of the Florida Building Code, Building govern the itTfu m amiittaSsantb ref the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 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 p of the agreement between the owner and the contractor. r enailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Bu' ding Code. (The roof deck is usually concealed prior to removing the existing roof system). POME173 OCT 0 4 010 Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane 3. ` ommon roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or o should notify the occupants of adjacent units of roofing work to be performed. [taw, xposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed fr • elow. The owner may wish to maintain the architectural appearance; therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of ma I taining this appearance. ' onding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. verflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wi the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. interior of th reduced. Ex the attic ve Owner's/ • • Contractor's i ig s Property Address: L a r P e�raz►, 1 • • • • • • • • • •• •• ••• • • • • ••• • • Miami Shores Village APPROVED ZONING DEPT BY DATE of structures should have some ability to vent natural airflow through the (one building itself). The existing amount of attic ventilation shall not be ces, d by a Florida - licensed engineer or registered architect to eliminate • be required. Date: Permit Number: a 2* • ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Jo: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Ze: Owner's Name: Property Address: Roofing Permit Number: )ear Building Official: tate of Florida ounty of Dade Maffei .5..r4oiteliectect9e veal9 V of altttr2 10050 NE 2nd Ave k Miami Shores, FI 33138 Phone 305 -795 -2204; Fax 305 - 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION &Mit Print Name day of k od certify that I am not required to retrofit the roof to wall onnections of my building because: ‘t(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please ttach proof of ad valorem taxation. ] The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or 'ith the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) ercdd NiCho lsoN •• •• • • • • • • • • •• • •••••••• he undersigned, bettirtt ditst,c#ul'%sworn, deposes and says that he /she is the contractor for the above • ••••••• • •• ••• •• • •-• •• roperty mentioned. worn to and•SubScribcd bpfQre frm tints •. • ••••• • • • • • • • • • •• • • • • • • •• • • • • • • otary Public, Sate of Florida at Large ••• • • • • ••• • • `:nen the dust valuation of:he stjche :for:urp :se ofr d valorem taxation is equal to or more than $300.000.00. and the building was not constructed with „x , 199=1 SFBC:The:144:111&ovi :e a$yittWig application from a General Contractor for the Roof to Wall connection Hurricane Mitigation ••• • • • ••• • • eST:r., T. ° r9oic.3 . > ;~, F- D. 43b-'Hart - EXpfs : Alkt. 02, 2013 -- — Marne nron)110 W.. ib . Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY BedsBaths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,853 Lot Size: 9,225 SQ FT Year Built: 1946 $50,000/• $49 899 COLLEGE HEIGHTS PB Legal 42-8 LOT 20 BLK 2 LOT Desoiption: SIZE 75.000 X 123 OR 12723 - 32531285 4 Folio No.: 11- 2136- 004 -0510 2010 2009 Mailing ddress: GERALD R NICHOLSON Applied Applied axing Authority: • • • Exemption/ Exemption/ • Tzbig • T axa • le • Regional' • $226,233 . , i County: • $52,596 $50,000/• $49 899 $50,000/ $50A0 $5..596 $49 899 $29,000/ $lZ5,00 Folio No.: 11- 2136- 004 -0510 Q�]•.i 153 NE 109 ST Mailing ddress: GERALD R NICHOLSON Value: 153 NE 109 ST MIAMI FL $152,173 161 -7041 Year 2010 2009 Land Value: $83,801 $142,387 Value: $142,432 $152,173 i Building Market Value: $226,233 $294,560 Assessed Value: $102,596 $99,899 Miami -Dade My Home Show Me: Property Information Search By: Select Item ;r Text only Property Appraiser Tax Estimator 11 Property Appraiser Tax ( Comparison 1 + Portability S.O.H. Calculator My Home rniarnida go Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: • • Addii8nal Info ob Community Development District Commintf RAtevelo tnen Mee* '"^^°"°�."°• "' ""e • • • • • • • • • • • •• •• • • ••• • • • • • • • ACTIVE TOOL: SELEC •• • •• • Aerial Photography - 2009 ••• • • • • • • • •• • • • • My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 0 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site O 2002 Miami -Dade County. All rights reserved. Page 1 of 2 Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http:// gisims2. Ixi iiamidade .gov /myhome /propmap.asp 10/1/2010 2010 2009 i=n-CM $25 000 $25 000 Miami -Dade My Home Show Me: Property Information Search By: Select Item ;r Text only Property Appraiser Tax Estimator 11 Property Appraiser Tax ( Comparison 1 + Portability S.O.H. Calculator My Home rniarnida go Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: • • Addii8nal Info ob Community Development District Commintf RAtevelo tnen Mee* '"^^°"°�."°• "' ""e • • • • • • • • • • • •• •• • • ••• • • • • • • • ACTIVE TOOL: SELEC •• • •• • Aerial Photography - 2009 ••• • • • • • • • •• • • • • My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 0 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site O 2002 Miami -Dade County. All rights reserved. Page 1 of 2 Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http:// gisims2. Ixi iiamidade .gov /myhome /propmap.asp 10/1/2010 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • :• • • • • • • • • • • • • • •• Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. e.CI nn A (( ni ral Infnrrn •l n) Master Permit No. Process No. Contractor's Name 0,.,4 / R - 7/11 Job Address ❑ New Roof /Sg A'5 /6 5, ROOLCATEGORX )(Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE Reroofing ❑ Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Rertion R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ■ 11111 ∎� ► ■ 1111111111111 11111---- 11111111111111111•111111=111■ ---- - -- 1_- _1_- == == -- -- --1111111111111■ ■ ■1111■ • • •• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • FLORIDA BUILDING CODE — BUILDING ••• • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Section C (Low Slope Application} FM In specific roof assembly components and Identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer. Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: � y Pmax2: 5 7 Pmax3: /3 / c l Max. Design Pressure, from the specific Product Approval system: 4 Deck: Type: Top Insulation Layer. Gauge/Thickness: 7 T Slope: �� T Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: % Base Insulation Fastener/Bonding Material: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: 3 Base Sheet(s) & No. of Ply(s): --d 04V 1 Sheet Fa rBpnc) T Material: 'I4 Ht 1_'11 PlyS eet(( it No Plyys): ► 9 --0 6 t c A-p t'ly Shs&t • erier ' • n Material: T op Pl • 1 -0 fl iV'.‹ 1!! she • • • • • • • • d ...II 7, ugspier E. c BtML®ING GSME. BUILDING • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Fo . Surfacing:/- X o-pFA/ 6 12,74 � Fas ner pacing for An or/Base Sbee Attachment: i» if i e-4 -4 ie+- 6 0/6 Field: " oc @ Lap, 11 Rows -1.1 © e " oc Perimeter. C' " oc @ Lap, # Rows £ @.4.:_ " oc Comer: ( i " oc @ Lap, # Rows J @ 6 " oc Number of Fasteners Per Insulation Board: oAr 01-Q.1,94g f!' /:Sov' .1144f rf/IAI 7.` ig€ f Field Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit A fiVe ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Perimeter Comer FL Parapet _Height_ Mean Roof Height Iti(I f� 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 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building 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. IV$PEQrtOrT: cgp, *his entire NOA shall be provided to the user by the manufacturer or its drstributdrsArd thrill Madailable 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 throygh 19. Thesubmitted dopumentgtiop y+as reviewed by Jorge L. Acebo. • • • • • • • • • • • • ••• • • • • • • • • - • • • •• • • • • • •• • • • • • • • MANMADE C•UNTY APPCOV:D • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Deck Type 1: Wood, Non - insulated • Deck Description: • 19/ 32 11 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, RUBERO1D Modified Base Sheet, RUBEROID 20, RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- WeIdTM 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 Li nilalion #7) GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Dri 11 -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 —44S psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.S psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Mop Smooth, base sheet attached to deck with approved 1' 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 ® 1175 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM 1112 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) • • ••• • • • • A:aJ bf above Base sheets attached to deck approved annular ring shank nails • • • • • • • and•3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at • • • ••• • • • • the ti" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) • •. • • • • • • • • • • • • • • • . • IAM DADE • • . .•• • • • • • • • .. • • • • • • APPROVED • • • • .• • • ••. • • • ..• • • • • ' • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • . •• •• • • • •• •• ••• • .. • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above .. ... . . • . •. • • • • • • • • • • •• •• • . ... • .• . .. • • • • • ... . • • • • APPROVED • • . .. . • • • • • • • •.• • • . • • • • • • • • • • ••• • • •• GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TeoTM steel plate or Drill -TeeTM 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) 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. (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. (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 Ibsfsq. 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 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 galJsq. 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 lto 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. • .•• • • • • • • • • 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 '/2" 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 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 0 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 (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this ligaftraethZn is 3pgei jigall",y referred within this NOA, General Limitation #7 will not be applicable.) 10.. Rll prodltcts1sfbdhdretn lihall have a quality assurance audit in accordance with the Florida Building Gode aaa .Itule 9g!71 of the Ilorida Administrative Code. END OF THIS ACCEPTANCE • . . • • • • • • • • • • • • . • . . . . • .. • • • • • • • . . • • • • • • • ... • • • • • • • • • • . .. • • • . . * 1 • • • .. .. • • • • 0 00 • - NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Underwriters Laboratories inc. TGFU.R1306 Roofing Systems Page Bottom Questions? Guide Information Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, N) 07470 USA "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® 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. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. " EnergyGuard Ultra" is an acceptable alternate to " EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped overr noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ....... . .. •• • ...... • . •• • Unless' othlirJvitelnClUat the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane tnsuraaon adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". • ... • • • .•• .. • • .. • .. . ..... • :Refe #®noes" to gllars'filSet ingulation include "EnergyGuard Fiberglass Insulation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • .... • • • .... • • • • . • •.• • • • •.. •.• ••• • • ••• . • Page 1 of 55 R1306 1n/71/04 TGFU.R1306 - Roofmg Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS 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 a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 — ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS 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 "Ruberoid" 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. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofmg Asphalt ". ....... . .. .. GAFGLAS #� 7 Preinlarii Base Sheet may be used in any of the following systems. • .. • ... .. . .... "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". . ... . . . ..• " GAFTEMP Pegmal`itd Recover $oard" may be used in lieu of any perlite insulation in any of the folleVingNd C1aasMatiot • ; • • • ..• • • • • • • .... • • • • • • . • • • • • • • • • • • • • • ••. • Class A, B and C httn:// database .ul.com /cai- hin/XYV /temnlate/T TCFXT /1 FR AMP /chn.xmafP h tml9namA ='rn 1 A/11 /AA TGFU.R1306 - Roofing Systems Page 3 of 55 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 2. Deck: C -15/32 Incline: 2 3. Deck: NC Incline: 2 Class A Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation:— One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 • • SIip;Sl�ke¢t i0 — Red rosin paper, nailed to deck. •, Bas4 Wet; : gope layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). • • ply theee: ' CSni oriore layers Type 01 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". • ••• • • • ••• • • • • • • • • • 6 peck: NC" • • • • • • • . • • • • • • • • • • • • • • Incline: 3 Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Shea; rn4 or more layers Type 01 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". • • • • • • • • • • • •• • •• • • • • • •• • •• ••• • • • • • ••• • • httn•/ /r1o03hoca 11I new.. nn: 1,:.. \T /4nw.w14.4../T T('E VT /1T`T) A 1► Arr. .1 .............. L�...1�).......__Tn 1 A rnn /n •