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RF-12-1167Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178661 Permit Number: RF -6 -12 -1167 Scheduled Inspection Date: September 20, 2012 Inspector: Bruhn, Norman Owner: HINKE, PETRA Job Address: 65 NW 107 Street Miami Shores, FL Project: <NONE> Contractor: TRI STATE ROOFING & GENERAL CONTRACTORS LLC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)546 -1073 Parcel Number 1121360070430 Phone: (561)337 -7718 Building Department Comments RE -ROOF FLAT ONLY Infractio Passed Comments INSPECTOR COMMENTS False Passe 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- 178637. CREATED AS REINSPECTION FOR INSP- 175149. BY OLIVER September 19, 2012 For Inspections please call: (305)762 -4949 Page 23 of 30 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 4'W City: 1' _ N� • V • E.m� �_eeceee�= ®saes } BC 20 Permit No. Or-672-:47' Master Permit No. ROOFING PciA: V oL` Miami Shores County: Miami Dade Zip: Folio/Parcel #: I1-7 f2G —00* Oc," Is the Building Historically Designated: Yes NO Flood Zone: l� OWNER: Name (Fee Simp a 'tie s o. . er): itita- Address: 4/41/ 1/ City: Ai Z' 1. State: Phone #: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACT R. Address: City: loll j.F1er3wi Qualifier Name: /� P O State Certificati - It stiaaEor:. Contact Phq`' DESIGNER. Value of W,hiii for this Permit: $ 8JP'W9t;Pwd1J �,, Type of Work: ❑Addition ❑Alte tion New 011 . y e ❑Demolition Description of Work: t- 'G' &tLv tic?' . a ' Afirifalif State: Zip:2L��� Phone #: ��' .3 g7 7/1 Certificate of Competency #: Email Address: • N y �a ngineer: Phone #: Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * *** * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $�' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 d ivered to the person whose property is sub• : t to attac m nt. Also, a certified copy of the recorded notice of commencement m, a posted at the job site for the first inspee(i.' which oc s seven (7 days after the building permit is issued. In the abs- % ' suck posted notice, the inspection will of . e #pproved a reinspe tion fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this % f 7` The f day of Seeeelie, 20 /2-by , day of who ' personally known to or who has produced who i As entification and who did take an oath. NOTARY PUBLIC: Sign: Print: Jur'' `a-K. fl Gbtaito My Commission Expires: APPROVED BY 'Tit, LORI -ANN CHADWICK ro Notary Public - State of marina •: My Comm. Expires Nov 14, 2014 v 44. Commission • EE 33347 Bonded Through National Notary Assn known to me or who has produced entification and who did take an oath. OTARY PUBLIC: r � Plans Examiner Structural Review Sign: Print: My Commissi 1 1' r kremitierMli o` °'a'" State of Florida .�,Pwa.''% .tar Public (Revised 5 /2/2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09XRevised 7/10/2007) My Comm. Exprres a Commission # EE 128810 .' ��,." , Assn. ��' %: ;,�,;; °' � Bonded Through National Notary Zoning Clerk 65 NW 10`7trh Street, Miami Lakes, FL Details for Perimeter Wood Blocking ;3/4." \so ORW SAN s►1144 ect .\may --s1 ,4-e%� •Akls @ ( o - c.. S AZIGFi 1> .413 - 1 I gTAi p. zx4 �•T 2x4 7.17 5Ase 2:X44 T cA-s �, O /g x 4- tSbP1133 bAZAT- is' = ' k it A� /111!' iii tIV @-) )..4\-1='-'T (i)2) (4r rj -avtp-- v LAt k TURQUOISE Engineering, LLC. Structural Engineering, Design & Testing CA #28948 / PE #38521 / NOA #11- 0315.01 6915 Washington Road, W. Palm Beach, FL 33405 e -mail: Turginc@aoL.com Ph.(561)804 -9908 Fax(561)804 -9907 sa rc -TIE - I N D&TA '_ Design Conforms to: 2010 FL Building Code Enclosed Structure Wind Speed: 175 MPH Roof Mean Height 12 ft Risk Category II Exposure C i� ST S uFTeq �1 Ss..Tor CA- lvtt.tps w/ OA")( 4't L. �,``c�P Nil A(:::::11, J± � :: :,*,. W. . e S • No.3652:°; °; ......".";:.; • Cr �' STATE OF 4 Sc,ws 111-5 .V4:11°N fj----ititTfvli • SEP 1 0 2012 C:TY COPY CEp 11, ----- Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT q-,,:p9/61-- WITH ALL FEDERAL Mil FS AND ni-n1 AT 1()Ns SUBJECT TO COMPLIANCE STATE AND COUNTY MIAMI 5�6 ^,.,�" ,,•_ aa 1�0050 Pi E. • wJl40 Idaii:.:, r • Miami iivores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (� �{% r �P (,INSPECTION'S PHONE NUMBER: (305) 762.4949 2� 1.A1 LNG - Permit No. K. �—' 1 t b� PERMIT APPLICATION Master Permit No. FBC 20 0 JUN 262012 Permit Type: BUILDING ADS . -: ic)- _ OWNER: Name (Fee Simple Titleholder): 14WCE —1-t-11?-14 \4- Phone#: Address: 65 NW 107 ST City: MIAMI SHORES State: FLORIDA Zip: 331684306 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 65 NW 107 ST, MIAMI SHORES, FLORIDA 33168 -4306 City: Miami Shores County: Miami Dade Zip: 331684306 Folio/Parcel#: 11- 2136 -007 -0430 Is the Building Historicafy Designated: Yes Flood Zone: CONTRACTOR: Company Name: TRI STATE ROOFING & GENERAL CONTRACTORS LLC Phone#: 561 .337.7718 Address: 609 SEA PINE WAY, SUITE G2 City: WEST PALM BEACH State: FLORIDA Zip: 33415 Qualifier Name: OLIVER FUGMANN Phone #: 561.337.7718 State Certification or Registration #: CCC1329105 Certificate of Competency #: Contact Phone#: 551.337.7718 Email Address: — DESIGNER: Architect/Engineer. -- Phone#: — Value of Work for this Permit: $ IC /C0 , (JO Square/Linear Footage of Work: Type of Work: DAddress DAlteration DNew 4Repair/Replace Description of Work: RE-R(3OF ®A)Lr DDemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: .... r.... oY.... *****....5ryrew.*......Fees .... ......... 'la....vr........tw... ....wm Submittal Fee $ Permit Fee $ CCF $ CO /CC $ r 3:X:ra Scanning Fee $ ��°° "" Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ WARP Hond g Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Naine (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 elivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement > >r' be posted at the job site for the first inspectionq which occurs seven (7) days after the building permit is issued. In the aof such posted notice, the inspection will not approved and a reinspection fee will be charged. \ ' XSignature Owner or Agent The foregoing instrument was acknowledged before me this 15 day of SO the , 20 ). by who s Personally kno to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: a"i► Print: My Commission Expites: v Signature C The foregoing instrument was ackn ledged before me this 2 day of I-W(2 r , 20 1z by 04a -0I\ v12 t who is personally known to me or who has produced t) L. as identification and who did take an oath. LORI -ANN CHADWICK Notary Public - Stale of Florida My Comm. Expires No 14.2014 7 Beetled Through NOM . NOTARY PUBLIC: Sign: Print My Commission C , UDIA V. C BILLOS •:a •= My Comm. Expires Sep 23.2015 e°c Commission # EE 128810 % ?,ii.∎0 Bonded Through National Notary Assn. statarwataxaaaawaaststataa ir**** Y, tat******** SeVa**I rB***** *A9aA * *4effiaaa** ****Vritw kstr******* *11r**Yr5tr7ttAr9t*9rNr***V A`tt'** *** *** ** ****•* ** APPROVED BY (Revised 07 /10/07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Zoning Clerk HIGH- VELOCITY HURRICANE ZONES 1 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not use4649 as -NA-) j System Manufacturer iAl (4 l 6 NOA No.: 0- - (L (' .01 Design Wind Pressures, From RAS 128 or Iculations: P1: 72.4 P2: J ` -43: ( Section C (Low Slope Application) Fastener Spacing for Anchor/Base Sheet Attachment lead: j ' oc @ Lap, # Rows f 1• oc Perimeter: (;t " oc a Lap, # Rows CC ate "oc Comer. _C.' oc @ Lap, # Rows 1 @ oc Number of Fasteners Per Insulation Board Max. Design Pressurome Specific NOA System: LI 1 l Deck: 4 \ J� / Type: <S(41 t Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): A ?ftB� heR, l%F�erding1: lat Insulation Base Layer. Field / Perimeter ...----Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. 11 Indicate: Mean .Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. #644 (7J lAkt I 4#(1( IA \�( e(.& FT//4 Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Materiel: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Piy(s): 4004 41,04 Base Sheet as - n : onding Material: _� Ply Sheet(s) & No. of - ly(s): J vU Ply Sheet Fast er/Bo. ding Mate : Kim iffiyAtm ow., Top Ply: 1 a ? c _ ((t% Top Ply Fastener /.Bo din aterial: LI Surfacing: 44.22 4 t-LG4 Parapet I Height IJ Mean Roof Height *1114 ft re nes.n. w........... - --- 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: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following informatlon is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 201280542531 OR Bk 28212 Ps 4341; (fps) RECORDED 08/02/2012 09109:50 HARVEY RUVI{dr CLERK OF COURT MIAMI—DADE COUNTYr 'FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 65 NW 107 ST, Miami Shores, P1 DUNNINGS MIAMI SHORES EXT NO 3 PB 42 -33 LOT 11 BLK 211 LOT SIZE 75.000 X 122 OR 17007 -5263 1195 1 COC 25349 -2640 01 2007 1 2. Description of improvement Re-roof (Flat roof) 3. Owner(s) name and address: Interest in property: PETRA HINGE, 65 NW 107 ST, Miami Shores, F1 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number TRI STATE ROOFING & GENERAL CONTRACTORS LLC 609 SEA PINE WAY, SUITE G2, WEST PALM BEACH, FLORIDA 33415, PHONE 561.337.7718, FAX 581.337.4480 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 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. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section < 713.13(1)(b), Florida Statutes. Name, address and phone number. - 0 9. Expiration date of this Notice of Commencement: 42 - .. `i (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 'd IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE A FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK g k- OR RECORDING YOUR NOTICE OF COMMENCEMENT. . Signature(s) of r(s) orjf wngr(s)' Authorized Officer/Director/Partner/Manager Prepared By Wt2t ,, P/ Prepared By Print Name PETRA HINKE Print Name Title/Office OWNER Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this day of \I�/f By PETRA mNKE A individually, or ❑ as for l ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: i.a/t✓ Print Name: L LO r ■ G. pp -A c: • 1.1.4%1_414..,--1C, K (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( \rf x By 123.01-52 PAGE 3 3110 Owner(s)'s Authorized Officer/Director/Partner/Manager who V • 1 J By VMil, .'MCK ,, ' 's Notary Public - Slate of Florida ie My Comm. Expires Nov 14, 2014 :w��ilil . Commission # EE 33347 �•k ,btu° Ronfr" Thn:,r", +q •wng3I Nntary Assn. ie TRI STATE TRI STATE ROOFING & GENERAL CONTRACTORS 609 Sea Pine Way, Suite G2 West Palm Beach, FL 33415 Phone: 561.337.7718 Fax: 561.337.4460 info @tristateamerica.com www.tristateamerica.com LICENSED INSURED CCC1329105 CGC1517746 PROPOSAL SUBMITTED TO UWE AND PETRAPSIGNEt #7 f J kic ESTIMATOR ROGER MILLS DATE 05.30.2012 STREET 65 NW 107 STREET CELL 305.x&1 5i &. 10'3 HOME CITY MIAMI SHORES OFFICE FAX STATE, ZIP CODE FLORIDA EMAIL UFRICIOER@MAC.COM TAPERED SYSTEM • Remove flat roof • Remove and replace all damaged plywood • Re -nail new and existing sheathing to code • Sweep sheathing before installing new roof • Removal of all work related debris • Fumish and install tapered system • .Fumish and install maintenance free, granular surfaced single ply roofing membrane hot mopped over two (2) 15 Ib glass ply felt hot mopped over one (1) 75 Ib base sheet mechanically fastened and tin tagged to decking • Fumish and install new 26 gauge galvanized metal. Drip edge color: To be determined by owner • Removal of all work related debris PRIG: $9900 WE HEREBY PROPOSE to fumish labor and materials - complete in accordance with the above speclflcations, with payments to be made as follows: 60% to start and 40 %after final completion. Notes: • • • • The cost to replace rotten wood is calculated at four times the material cost Contract price indudes reusing existing base flashing at stucco /wood walls. If base flashing cannot be reused, price to replace flashing will be four times the material cost Tri State Roofing and General Contractors guarantee its workmanship for 7 years Contract price does not indude any necessary permit, NOC, architect and /or engineering fees or possible Mandatory Hurricane Mitigation Retrofits as required by the Florida Statues section 553.844 All material is guaranteed to be as specified. All work to be completed in workmanlike manner according to standard practices. Any alteration or deviation from above spedficatfons involving extra costs will be executed only upon written orders, and will become an extra charge over and above estimate. All agreements and warranties contingent upon strikes, acddents, severe weather or delays beyond our control. Hurricane damages excluded from warranties. Hurricane damage excluded from warranties. Owner to carry fire, tornado and other necessary insurances. This proposal subject to acceptance within 15 days and is void thereafter at the option of Tri State. TRI STATE AUTHORIZED REPRESENTATIVE ACCEPTANCE OF PROPOSAL - The prices, specifications, terms and conditions are hereby accepted. You are authorized to do the work as spedfied. Payments will be made as outlin above. DATE OF ACCEPTANCE / % JO I 2.- SIGNATURE NAME e th iJ )6C 1rG /vat E4 Miami S.hores V,iiage 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 1lfilage Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: i i Date: CCP v /;2u1-9- Property Address: 65- N t J I 7r - l / Roofing Permit Number. Dear Building Official: building because: ehe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. a The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 199 Rion of the South Florida Building Code (1994 SFBC) a Lt J certify that I am not required to retrofit the roof to wall connections of my Signature State of Florida County of Dade LORI -ANN CHAOWICK Notary Public - State of Florida My Comm. Expires Nov 14. 2014 lnerits o°= Commission • EE 33347 Bonded Through National Notary Assn. Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swam to and subscribed before me this /94 it day of .-a at e Notary Public, Sate of Florida at Large — 44, • When the just valuate of the shuchrre for purpose of ad valorem taxation is equal to or more than $300,000.00. and thebultdmg was not constructed at FBC nora 1994 SFBC. Dan you must provide a building application from a General Contractor for th Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2003 Miami -Dade My Home My Home ifat i. a • e.gov Show Me: Property Information Search By: Select Item N Text only ViProperty Appraiser Tax Estimator ig Property Appraiser Tax Comparison Portability S.0 H. Calculator Summary Details: Folio No.: 11 -2136- 007 -0430 Property: "65 NW 107 ST Mailing PETRA HINKE &H UWE Address: FRICKER Living Units: 41 HIGHLAND HILL DR Adj Sq Footage: DURANGO CO Lot Size: 81301- Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 2,128 Lot Size: 9,150 SO FT Year Built: 1938 $50,000/ $78,439 DUNNINGS MIAMI City: SHORES EXT NO 3 PB Legal 42 -33 LOT 11 BLK 211 Description: LOT SIZE 75.000 X 122 OR 17007 -5263 1195 1 COC 25349 -2640 01 2007 1 Assessment Information: Year: 2011 2010 Land Value: $44,981 $50,143 Building Value: $163,888 $164,294 Market Value: $208,869 $214,437 Assessed Value: $128,439 $126,541 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable ExTaxemptionable / Value: Value: Regional: $50,000/ $78,439 $50,000/ $76,541 County: $50,000/ $78,439 $50,000/ $76,541 City: $50,000/ $78,439 $50,000/ $76,541 School Board: $25,000/ $103,439 525,000/ $101,541 Sale Information: Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 112 ft My Home I Property Information I Property Taxes 1 My Neiahborhgod 1 Property Appraiser Home I Using Our Site 1 Phone Directory I Privacy 1 Disclaimer 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 © 2002 Miami -Dade County. All rights reserved. Legend N Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 6/29/2012 Miami Shores NM APPROVED ZONING DEPT BLDG DEPT HURRICANE ZONES Section A (General Information) Master Permit No. Process No. `` Contractor's Name' l 4 ‘.1(44.e.,1 Job Address C► =, a:41W * • ! Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar1Adhve Se>~.Tile ❑ Metal Panel/Shingles ❑ Wood S ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑Recovering ❑Repair ROOF SYSTEM INFORMATION Low Slope Roof Area SF) Steep Sloped Roof Area (SF) Total (SF) 2.0Oo zodoc. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.21 HIGH- VELOCITY HURRICANE ZONES 44.22 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fastener Spacing for Anchor/Base Sheet Attachment Field r ° oc @ Lap, # Rows 2 @ ° oc Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer. ' /rte " " / / NOA No.: i17 — (2c i Design Wind Pr s res, From RAS 128 or Calculations: P1:122:P3: lo� Max. Design Pressumf rom the Sfic NOA System: -A ' (4 1-42 Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: 7 Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Perimeter: -" oc @ Lap, # Rows Comer. ®° oc @ Lap, # Rows Number of Fasteners Per Insulation Board Field Perimeter / Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean .Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comp with gAS tnnc1 Chap / v/ 4/ lieej. ���uf eoM. e'r'e AuP( Base Sheet(s) & No. of Ply(s): /4/#471 RCN Baseyieet Fastene ndi. g Ma r-t- Ply Sheet(s) & , of Ply(s): Ply Fastener/Bon Parapet Heiaht can Roof Height Top PI . Ak ' / �� /% Lei e /j Top PIy Fastener/ Bonding Material: /4/ e,/ G �G�1� Surfacing: ��• �� t 2010 FLORIDA BUILDING CODE — RESIDENTIAL MIAMIO4D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road SHO2FS .!!.I Wayne, NJ 07470 1005005 0 N E , .: 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. Max. design pressure -52.5 psf DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. (Page` f/19, Limitation #7) 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 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. 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 OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 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 RUBERO1D® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 Test Dimensions Specification 3, 5, 55 gallons 60 & 1001b. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 ASTM D 1863 ASTM 1227 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 used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. 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: 03/20/08 Page 2of.19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS n Flashing GAFGLAS® STRATAVENT® Eliminatorm Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROID SBS Heat- We1dTM Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID® SBS HeatWe1dTM PLUS FR RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet MIAMI•DADECO NTY APPROVED Dimensions 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 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 D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 • ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV 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 factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. 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 surfaced with mineral granules. 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 surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product 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 RUBEROID ®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" (l 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" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM Matrix"' 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShieId® FB -1S VersaShield® FB -2S TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM Matrix"' 103 Cold Process Adhesive M I•DADE Z• I■TY APPROVED Dimensions 5 gallons 100 lb. cartons, bulk 60 lb. 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, Types I, II, III and W proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 Interply mopping and surfacing asphalt. 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 coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based 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. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Dimensions Leak BusterTM MatrixTM 5 gallons 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 5 gallons 304 Non Fibered Aluminum 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 EnergyGuardTM 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 Test Specification ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof coating. 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 Materials Corp. GAF Materials Corp. GAF 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-Team #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. IRT of S. F1. MIAMI•DADE COUNTY APPROVED 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 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 %2" GAF Materials Corp. 3" and 3 %" 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 Date 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: 11/04/13 Approval Date: 03/20/08 Page 7of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • 19/32" or greater plywood or wood plank 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 /ft2 =P) EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N/A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum %2" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Fiberglas (Min. 15116" thick) N/A • 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 Ibs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used 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 polyisocyanurate 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, RUBEROID 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® 1475 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 -,4S psf, See General Limitation #7) MIAMI•DADE •FY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: Base Sheet: Ply Sheet: 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 —4S 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 1'4" 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 -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 Anchor 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 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above 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 —75 psf, See General Limitation #7) (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® EliminatorTM Perforated, RU BEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID 20 RUBERO1D® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 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 P1yTM 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 lbsisq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 , Approval Date: 03/20/08 Page 9 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 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 RUBEROIDte 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 60lbs. /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 lbsisq. 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. 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 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: See Fastening above. 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) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density /ft2 EnergyGuardTM, EnergyGuardTM 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 2/4" thick 1 S(3.5 "), or 3 EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 D 1:2 ft2 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® STRATAVENTO EliminatorTM 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 EnergyGuardrM High Density Wood Fiber, EnergyGuard"M High Density Wood Fiberboard, EnergyGuardTM Recover Board Minimum %2" 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, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. c! NTY APPROVED 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 ULTIMA' Base Sheet, GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 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 -40 lbsisq; (see General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® F1exPlyTM 6 ply sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (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 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 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 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak .BusterTM Matrix"' 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 F4 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. Maximum Design Pressure: -45 psf; (See General Limitation 117) MANMADE CO NIY APPROVED 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 EnergyGuardTM Min. 1.4" thick N/A N/A EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5" thick N/A N/A EnergyGuardTM Perlite Minimum 3/4" thick N/A N/A Wood Fiber, EnergyGu ardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels Listed are minimum sizes and dimensions; if larger 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 EnergyGuardTM 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 1,2,or3 1:3ft2 EnergyGuardTM RN Minimum 1.4" thick EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5 thick 3 1S(3.5 "), or 3 EnergyGuardTM Perlite Minimum 3/4" thick Fiberglas Minimum Is /16" thick 1,2,or3 Wood Fiber, EnergyGuardTM Fiberboard, 1lnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 MIAM DA E COUNTY APPROVED 1:3 ft2 1:2 ft2 1:2.67 ft2 1:4 ft2 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 larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Ap1lication Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAr STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOut"M Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4, GAFGLAS FIexP1yTM 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- 40lbs. /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 overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® F1exP1y' 6 ply sheet, #80 ULTIMATM, , 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® 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. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400lbs.sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak Buster"' 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 lbs. /sq. 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 galJsq 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: 03/20/08 Page 14 of 19 Deck Type 1I: Deck Description: Wood, Insulated 19/32" or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density /ft2 EnergyGuardTM, EnergyGuardTM RA, Minimum 1.3" thick N/A N/A EnergyGuardTM High Density Fiberboard, EnergyGuardTM Fiberboard Minimum 1" thick N/A N/A Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS® #80 UItima ULTIMA.' Base Sheet, GAFGLAS® STRATAVENT+l Eliminator"M Nailable or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: 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 insulation in 3 rows 12" o.c. 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 psi, 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 insulation 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 General 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) 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 Ibs. /sq. Ply Sheet: MIAMIDADec•.• NTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 15 of 19 Cap Sheet: Surfacing: (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 4001bs.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® 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 lbsisq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galisq. 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. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 16 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 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: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENTo 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® Flex PIyTM 6, 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 -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 P[yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 11 /a" 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 Drill -TecTM #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 -TecTM 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 psi, See General Limitation #7) IANIO D COUNTY 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: 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 -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) 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 Ibsisq. 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 lbs. /sq. 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. 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 galisq 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: See Fastening Above 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 PIy 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or ' /z" 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. 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 milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10., All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 SECTION 4402 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 44 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics Workmanship: The workmanship provisions of Chapter 44, Section 4402 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 910,1 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. OK5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordan with the Florida Building Code, Sections 4402, 4403 and 4413. 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 shallot be reduced. It may be beneficial to consider additional venting which can result in extending the se life of the roof. Gi l% ©'_ /3Y /1/01Z Owner's /Agent's Signature "c, Property Address kt i 1 fit. 3310 Date contractor's Signatur Permit Number