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RF-17-797
3 F { dY' 1111111 £ 4�C `� 1 RF 34 Miami Shores Village dh11 f, 10050 N.E.2nd Avenue NW ` Flat , Miami Shores,FL 33138-0000 2 e P 5ta 'AP ►< V Phone: (305)795.2204 Expiration: 09/25/2017 Issue tatek € / 0 . Project Address Parcel Number Applicant 93 NW 96 Street 1131010330380 Miami Shores, FL Block: Lot: EDDIE ALVARADO Owner Information Address Phone Cell LEDDIEE ALVARADO 93 NW 96 ST 305/674-7105 (305)751-0275 MIAMI SHORES FL 33150 Contractor(s) Phone Cell Phone Valuation: $ 8,850.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 .....__1_1____1.111........ Total Sq Feet: 946 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF,WEST GARAGE ROOF WITH GAF Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-3-17-63426 $5.40 03/23/2017 Check*8607 $50.00 $730.90 DBPR Fee $3.75 DCA Fee $3.75 03/29/2017 Check*8612 $730.90 $0.00 Education Surcharge $1.80 Bond#:3353 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $780.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,P MBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: rtify that I the fore of information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z in uthermore aut o' e bove-named contractor to do the work stated. March 29,2017 Aut Vlifzid Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 29,2017 1 �$H°I Miami shores Village 'sell Building Department 10050 N.E.2nd Avenue V, Miami Shores, Florida 33138 �ORtiD� Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# �F— r( -7 f7q DATE: INSPECTION AFFIDAVIT I J/a M 'e-5 b t'/ efV 41 U licensed as a n Contractor!Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector Licens On or about (� , I did personally inspect the roof deck nailing (Date work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based n 553.844 FS) Si ature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of C X)-ef 17 Notary Public, Sate of Florida at Large , "" pue, CATHERINE A.DUFFIN _. 4*t S Notary Public-state of Florida • *•=aly Comm.Expires Apr 15,2017 Commission#FF 8417 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an ,� ��a�` Bonded Throu h N ti nal No Ass . permit#and address#dearly shown marked on the deck for each inspection oa,4e.4—r7mnP)n1A16191l9M0 111111111111111111111111111111111111111111111 NOTICE OF COMMENYZENC-Ftq 2017R,:1184129 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR eY 30480 P9 757 (iPss) RECORDED 04/03/2017 14:06:33 PERMIT NO. TAXFOLIO NO._0-310L X33-03BO HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA STATE OF FLORIDA: COUNTY OF MIAMI-DADE: STATE OF FLORIDA,COUNTY OF DADE ' /HEREBY CERTIFY that th,s,s a true co y of the ` ` V. THE UNDERSIGNED hereby gives notice that improvements will bve�t�xr�=Oi- d property,and in accordance with Chapter 713,Florida Statutes,the followin infA o 20 l A is provided in this Notice of Commencement. w,TM_S-Y hand and Official Seal. Hfi,=<:_t'1 RUVIN R i IN Q-A,rA MVP Oe. ircuit annddjCoounty Courts O.C. Space above reserved for use of recording office 1.Legal description of property and street/address: 1,075 I5d.NI> 16, &,,CIC 130 )WAHI 5Ho/2tS, �f ACcv�oI,v'& Tp YHE e 7 M&E AS nCr�i2D 1 PEAT ljc - D bf 3 44 *X 2F6>iM 0 2.Description of improvement: r'LVVry. 3.Owner(s)name and address: F-19121EVAt QD' C13 W, 1`1 IWI .5/WQXtS A 331-P Interest In property: Af6WIi_ Name and address of fee simple titleholder: 4.Con actor's name,ad ess and phone numbgr: Will IIWA.A _w02 4 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: _ 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 1,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 COMMENPFMENT Signature(s)of Own 'gpvner(s A rizegl�Mcer/Director/Partner/Manager Prepared By 6n rte. Prepared By Print Name Print Name Title/Office 2. Title/Office 4024 STATE OF FLORIDA COUNTY OF MIAMI-DADE The fore o ' strum t/(rraVac oN tt ed before me this _day of I''�r%�A' 2-D 17 By lI t' (J Ll lr�d1 dually,or ❑as for ersonally known,or ❑produced the following type of identifica Signature of Notary Public: Print Name: ° (SEAL) g, a My Commission FF 010644 VERIFICATION PURSUANT TO SECTION 92.525.FLORIDA STATUTES �"°ra Expires 04121/2017 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) f e s)or O er s uth ed Officer/Director/Partner/Manager who signed above: By By 123_01-52 PAGE3 W12 Miami Shores Village MA 3 2011 Building Department 2Y _-__' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 std FBC2014 BUILDING Master Permit No. P't' 91 PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ROOFING REVISION EXTENSION ❑RENEWAL ❑PLUMBING r-1 MECHANICAL PUBLIC WORKS [:] CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: rl 3 Q, W STaE r'7 City: Miami Shores County: Miami Dade zip: 331 5D Folio/Parcel#: I I_-T/D I 0733 —Q 380 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: >(, BFE: FFE: OWNER:Name(Fee Simple Titleholder): f*oDI F A-L""Do Phone#: Address: -� 43"-W. `i 0 ST'OUE°T City: -M 1&r1I S-HPYZE S —State: Zip: 3 31 SCS Tenant/Lessee Name: P/N Phone#: •37G•(13Z Email: VA4LVArz,8W7Z(0 6tlAac C®t-f CONTRACTOR:Company Name: 090WA,1- Phone#: =f Z 12 Address: qbU A305 Z-AV15 City: / State:-1W. Zip:36; Qualifier Name:jix,w "�b ?)j= _ _ Phone#: State Certification or Registration#eeca 14 Certificate of Competency#: 46ria DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ .�a Square/Linear Footage of Work: ip& Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: -.4e,a�/ l s-> .i XC� �G� 3 /942 yr Specify color of color thru tile: Submittal Fee$ 50 Ol t Permit Fee$ Z✓V CCF$ 6 y CO/CC$ Scanning Fee$ 1 Radon Fee$ 3 1 S DBPRR$ 3 •�S Notary$ Technology Fee$ 7• Training/Education Fee$ I 8® Double Fee$ Structural Reviews$ Bond$ b® TOTAL FEE NOW DUE$ 2 3O , 9 0 (Revised02/24/2014) -7 3 o • 9 O 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �enL Signatur OWNER or AGE T 41instrument RACTOR The foregoing instrument was acknowledged before me this The goinacknowledged before me this day of 120. / -7 by day f 20 17 ,by �� 19 f Vd L16 o who is personally known to personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign 4"A�uSign- Print: Print- e� Public to of Florida otary Public State of Florida Sandra Dee Hart Sandra Dee Han Seal: y Seal: ; �o MY Commission FF 010644 ,o My Commission FF'n'1644 Of wo Expires 0412112017 or w Expires 04/21/2017 ############################## #### #### ################################################################ APPROVED BY ✓ �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village . . u...� wilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ONERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 4�20`1,F AL-v4 tu PO Property Address: 17.E N.W. Arlo S5rleef7 HW) <Iyolef- 1'#;-L Roofing Permit Number: Dear Building Official: I _ 15R21,U AGV6 WADo certify that I am not required to retrofit the roof to wall connections of my building because: )fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) � 1 Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 44 Notary Public State of Florida Sandra pee Hart Notary Public, Sate of Florida at Large = �R° My Commission FF 010644 or Expires 04/21/2017 o When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 1/6!2017 Fmroperty Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On: 1/6/2017 Property Information Folio: 11-3101-033-0380 Property Address: 93 NW 96 ST Miami Shores,FL 33150-1713 Owner EDDIE A ALVARADO&W ELIZABETH J DICARLO Mailing Address 93 NW 96 ST MIAMI SHORES,FL 33150-1713 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,763 Sq.-Ft Living Area 1,920 Sq.Ft Adjusted Area 2,333 Sq.Ft Taxable Value Information Lot Size 12,208.4 Sq.Ft 2016 2015 2014 Year Built 1939 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014Taxable Value $230,199 $228,2521 $226,044 School Board Land Value $268,292 $198,216 $165,180 Exemption Value 1 $25,000 $25,000 $25,000 Building Value $162,377 $162,377 $158,177 Taxable Value $255,199 $253,252 $251,044 XF Value $4,078 $3,624 $3,646 _. City Market Value $434,747 $364,217 $327,003 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $280,199 $278,252 $276.044 Taxable Value $230,199 $228,252 $226,044 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $154,548 $85,965 $50,959 Taxable Value $230,199 $228,252 $226,044 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,0001$25,000 $25,000 OR Note:Not all benefits area applicable to all Taxable Values i.e.County,School Previous pp � � Sale Price Book- Qualification Description Board,City,Regional). Page 11/01/2004 $418,000 22857 Sales which are qualified Short Legal Description 1646 MIAMI SHORES SEC 6 PB 10-39 07/01/1999 $145,000 18724- Sales which are qualified LOTS 15&16 BLK 130 1020 LOT SIZE 106.16 X 115 15908- Sales which are disqualified as a result of OR 18724-1020 07 1999 1 04/01/1993 $0 3428 examination of the deed COC 22857-1646 112004 1 09/01/1983 $89,500 11896- Sales which are qualified 1639 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Seotien R4402 govern the minimum requirements and standards of the industry for roofing system insplitk s.Additionally,the.... • following items should be addressed as part of the agreement between the owner ant the contractor.ThV comer's 0. initial in the designated space indicates that the item has been explained. 969:60 •• •• •••••• 0000.. .. 0000.. 0000 00 2. -A _ Renailing wood decks:When replacing roofing,the existing v�pp0�l rpg0f deck way have to..:.," be renailed in accordance with the current provisions of Section R4403. (The.rebLde'ck is utwall).: 0000.. concealed prior to removing the existing roof system). 0000.. 4. Exposed Ceiling:Exposed,open beam ceilings are where the urfcrersi8e of the roof aecking• •• can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. '�-A. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be essary to install overflow scuppers in accordance with the requirements of Sections R4402, R and R4413. Owner/Agents Signatur Date o ctor ignature Date ca Al I a q(G 5 t, HlAtil .SHczeS' tC 3YJj'D Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 INSTRUCTION PAGE 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT •••••• 1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS WTEDISELOW?�•0 ••••�• 1 Roof System Required Sections of the Attachments lrlegvired •••: ••••o• 1 Permit Application Form See Listaalou►• . . • 1 Low Slope Application A,B,C 1,2,3,4,.5'6;?•. ; e •. • .• .•••• 1 Prescriptive BUR-RAS 150 A,B,C 4,5,Crj•••• ••••• 1 Asphaltic Shingles A,B,D 1,2,4,9,9,7••a Does: •••••• • 1 Concrete or Clay Tile A,B,D,E 1,2,3,4, i�6��•• • &• Metal Roofs A,B,D 1,2,3.4,§,6,7• :pose* • • 1 Wood Shingles and Shakes A,B,D 1,2,4,5,8,1 ' • o ; • • 1 Other As Applicable 1,2,3,4,5,6,7 1 1 ATTACHMENTS REQUIRED: 1 1. Fire Directory Listing Page 1 1 2. From Product Approval: 1 Front Page 1 Specific System Description 1 Specific System Limitations General Limitations 1 Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 4. Other Component of Product Approval 1 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 1 7. Any Required Roof Testing/Calculation Documentation 1 15.36 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 3 9�k � t t' Florida Building Code 5th Edition(2014) r rVelocity Hurricane Zone Uniform Permit Application Form. MA 2011 1 Section A(General Information) ` Mast ,Y l Process No. Contractor's Name 4/�O' Job Address 7 /�!�/ g[� �® • • 99.9•• ••••J• ROOF CATEGORY 909:6* .. 6• 6...1• 69••.. • Low Slope ❑ Mechanically Fastened Tile ❑ Mortar*1 s dive Set:'Pil�s•6 • 13 Asphaltic Shingles ❑ Metal Panel/Shingles 13 Wood dh`n ileslShalies 6' 6 6:• • .0 .0 60 • • 6996 13 Prescriptive BUR-RAS 150 • • • .. .. 69 9. 9906q6 ROOF TYPE •0090• • 6D ❑ New roof ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Reroofing :•6•,O Re�O triiMg 00001:••• Low Slope Roof Area(SF)� Steep Sloped Roof AREA(SSF) Total(SF) " 1 1 *00 1 Section B(Roof Plan) 1 Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 Y 1 1 -- 11� of 1 l U Z _D44 1 I __j 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to Licensc Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES o Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C(Low Slope Application) Top Ply Fa nerBo g Material: 1 Fill in specific roof assembly components and identify 1 1 manufacturer Surfacing: 1 1 (If a component is not used,identify as'NA") FastenerSpacin for Anchor/Base Sheet Attachment: 1 1 Pd�JEL °- 191 1 1 Field: °oc @Lap,#Rows @W_° :lof�� 8 System Manufacturer. 1 f 1 Product Approval No.: � 3 Perimeter:16f °oc @Lap,#Rows6 ; C C e /�ooreeee 1 Design Wind Pressures,From RAS 128 or Calculations: Comer. G °oc @Lap,#Rows>tC•4V� °oc %.••• P2: 7/ P3; , B Number of Fasteners Per Insulation•aoA: : •..• •1•.•. • 1 Max. Design Pressure,from the spe 'flc roduct FieldPerimeter___,.,*,,• Comgy.••: .1•.... p • 1 approval system: �2 P Illustrate Components No and®etailss Appilt abler 1• ••• 1 Deck: Woodblocking,Gutter, Edge Term inatioqq,Stripp piDg!P19Shing, Type: l ia�,L� Coping, Etc. •• • ••• •. 1 Continuous Cleat,Cant Strip,Bas%Flal:fiiag,Counterflashing, �••••• 1 iA�®f0 clr /! • 1 Indicate: Mean Roof Height, Parapet Height, Height ollhase 1 Gauge/Thickness: 3,1V Indicate: Component Material, Material Thickness, Fastener 1 1 Type, Fastener Spacing or Submit Manufacturers Details that 1 1 Slope: Comply with RAS 111 and Chapter 16. Anchor/Base Sheet&No.of Ply(s): ,v c 1 Anchor/Base Sheet Fastener/Bonding Material: '4y" Ze"'OG 1 FT. �f 1 1 Insulation Base Layer. ffAm 1 1 Base Insulation Size and Thickness: Zv cu•� 1 Height 1 Base Insulation Fastener/Bonding Material: 1 Ivey 1 Top Insulation Layer: AAA 1 Top Insulation Size and Thickness: ",o/® 1 1 Mean 1 1 Top Insulation Fastener/Bonding Material: Roof 1 Height � Base Sheet(s)&No.of Ply(s):i©khof.,F .6G 1 Besp Sheet Fastener/Bondiig Material• 1 Ply Sheets)&No.of Ply(s): 1 1 1 Ply Shee astener/ nding ateri 1 1 1 Top Ply: 04M e 1 1 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 1 1 I 1 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by E1iezer Palacio on Jun B,201510:32:12 AM pursuant to License Agreement.No hwdw reproductions authorized. MIAMN E MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constmehor• * 9609 materials.The documentation submitted has been reviewed and accepted by Miami D Jounty PR; so• Product Control Section to be used in Miami Dade County and other areas where allpyjgAyy the*..*.: 9060:6 Authority Having Jurisdiction(AHJ). 9999.. 9999.. This NOA shall not be valid after the expiration date stated below.The Miami-Dadetounty ProMet 0- 0000 . 66 6..9. Control Section(In Miami Dade County)and/or the AHJ(in areas other than MiamieQg4g Founty) 0 6:0 0• reserve the right to have this product or material tested for quality assurance purposaae U this pro8 aef d 000000 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 wi":0 000000 their jurisdiction. RER reserves the right to revoke this acceptance, if it is determind•d byViami bade :..0.: County Product Control Section that this product or material fails to meet the requirements of the 0 0• 0 0 applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:141030.02 MIAMI DARE COUNTY Expiration Date: 11/06/18 "'• Approval Date: 11/05/15 Page 1 of 30 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut"°'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima TM Base Sheet,GAFGLAS®Stratavent®Eliminator''••• Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS f eat-Veld'° jmoojh • or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fasWed to de'cl10s.: 000000 described below: 0 0 0:0 0 0 •*0* .. Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPlyT"6,GAFGLAS®#75'$ase Sheet brU� 0 Options: of above base sheets attached to deck with approved annular ring shank nails and► •0%0 tin caps at a fastener spacing of 9"o.c.at the lap staggered and in tv o rows 42"• ••••;• o.c.in the field. :00:0: 0 • 860 (Maximum Design Pressure,45 psf.See General Limitation#7) • i:60060 • • • 0 GAFGLAS®Ply 4,GAFGLAS®FlexPly""'6,GAFGLAS®#75 Base Sheet U 6 • •• of above base sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tec"°° 0 #14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec' 3"Steel Plate,Drill- Tec'AccuTrac®Flat Plate or Drill-Tec'AccuTrac®Recessed Plate installed 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®F1exP1yTm 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®#80 Ultima""Base Sheet,Ruberoid®20,Ruberoid®Mop Smooth, base sheet 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—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3"Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-Tec' AccuTrac'Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Any of above base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9"o.c.at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 14-1030.02 MIAMtiDADE COUNTY Expiration Date: 11/06/18 wPROVED11 Approval Date: 11/05/15 Page 26 of 30 Fastening GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec'#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener (Continued) and Drill-Tec'3"Steel Plate,Drill-Ted"AccuTrac®Flat Plate or Drill-Tec' AccuTrac®Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®F1exPly'6, GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth or Ruberoid®20 sheet adhered in a full mopping of approved asphalt applied within the EVT Linage and at a rate of 20-40 lbs./sq. • Membrane: One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop I%PR,Rub�erei& ••• Mop Granule,RoofN4atch'�"SBS Modified Granular,Ruberoid.xqu Plus • Granule,Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap--34 FR SBS •• :•"• Membrane,Ruberoid®30 FR or Ruberoid®Mop FR in adhered ufAllmopping 60:641, of approved asphalt applied within the EVT range and at a ratt tM-401bs'/sq. ; "••• Or •• .. .. .. ....�. One or more plies of Ruberoid®Mop Smooth,Ruberoid®Mop urnn1le, •• • RoofMatch'SBS Modified Granular,Ruberoid®Mop 170 F$,Ruberoid':ftj?• Plus Granule,Ruberoid®20,Ruberoie 30,Ruberoid®Energytap"38 FR SBS • :Goo*: Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in MatrixTTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq.respectively in a flood coat of Approved asphalt at 601bs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'BUR 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. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at I to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.:14-1030.02 MIAMI-DADE COUNTY Expiration Date: 11/06/18 "'• Approval Date: 11/05/15 Page 27 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®FlexPlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck'Roof Board or!/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LUMTATIONS: 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 moping or*....*000. approved asphalt applied within the EVT range and at a rate of 20110 lbs./sq.,. of ec call •.•••. PP P PP g q� alb � x .' attached using the fastening pattern of the top layer ...... '..'®; .•..:• 3. All standard panel sizes are acceptable for mechanical attachment. When applied allepproved • asphalt,panel size shall be 4'x 4'maximum. •.•••• 4. An overlay and/or recovery board insulation panel is required on all applications"NT closed cell' foam insulations when the base sheet is fully mopped.If no recovery board is used W base Aeat : •••• .• •• •• •• ...... shall be applied using spot mopping with approved asphalt, 12"diameter circleC�,V.g.c.; or strip •• mopped 8"ribbons in three rows,one at each side lap and one down the center Of the gheet allowjng .,..:. a continuous area of ventilation. Encircling of the strips is not acceptable. A 6: • break shall e•1•Y • placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either systergili,jll • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximi ih 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 nailers,metal profile,and/or flashing termination designs shall conform to 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 comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and comers). (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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:14-1030.02 MIA WADE COUNTY Expiration Date: 11/06/18 '''• Approval Date: 11/05/15 Page 30 of 30 TGFU.R14153-Roofing Systems INLINE GERTIFIP�TI TGFU.R14153 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing I vstems GAF 1 CAMPUS DR R14153 PARSIPPAW, NJ 07054 USA "Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in. thick (minimum) gypsum boarc or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuardTm Roofboard" may be used in any existing noncombustible deck Classiflcation. When this is done, the resulting roofing system is acceptable f)r use over combustible (15/32-in. thick minimum) roof decks. However, the butt jaG��n the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuardm Roofboard" ire tp offset a minimum of 6-in. with the butt joints In the roof deck. If polystyrene is part of the roof system, it jnust b '�se Q placedrow the ••• overlayment board. Multiple plies of"GAFGLAS@ Ply 4" or 'Tri-Ply@ Ply 4 or Tri-Ply@ Pty 6" may be adhered to Geo rgia-Pac f c sum LLC"•ensDeck•(Y� • " " 0000•• •• •• •0900• Roofboard," "DensDeck Prime@ Roofbo3rd" or"DensDeck DuraGuardT^ Roofboard" in hot roofing asphalt. 9QY� 4 :0000: ; "EnergyGuardT"' Ultra" is an acceptable alternate to "EnergyGuardT'" RF" in any applicable Classification. ••9• ;•'•• ••0 0 0 "GAF Stratavent@ EliminatorTO" Venting Base Sheet(Nailable)" may be mechanically attached or hot mo *00 ' ' ""• _as a recover over existing roof systems. Aped over�oncor>.bustible decks ir*d •0 •• •9 •. . ••• GAFGLAS@ Per lte Insulation" may be utilized as a cover board over"EnergyGuardT09 RF" Insulation in an •f tRe• Ilowi • 0• Y� � R6 syst€ms. .•••:9 Unless otherwise Indicated, the roof Insllation is mechanically fastened, adhered with hot mopping asphalt(-UL•Classified urethane isiatim•; adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuard m S I sulatiortab *000 • 0 • Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions(excluding LRF Adhesive O) in any applicable Non-Combustible Roof Deck Classifications. References to glass fiber insulation inclu ie "EnergyGuard Fiberglass Insulation". "EnergyGuardT"Tapered" is an acceptab:e alternate to "EnergyGuardT"" In any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet(",3AFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet", or"GAFGLAS@ #80 ULTIMA") Is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4", or"GAFGLAS@ Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with me ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent@ EliminatorTTM Venting Base Sheet(Perforated)" or"GAF StrataventC EllminatorTm Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 ULTIMA" or"GAF Stratavent@ Eliminator*" Venting Base Sheet(Nailable)" may be substituted for Type G3 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLASC 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@" m 3y be used for flashing in any of the Class A, B or C systems listed below. When "periite" is referenced, this include! "GAFTEMP PERMALITE@" or any other UL Classified peHite insulation. —Crushed stone or slag are suitable altema.es for gravel in any of the Class A, B or C systems listed. .Structural cement fiber building units are --onsidered 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 affect the rating. The use of 1/z-1n. minimum thick gypsum board is an acceptable alteniate for minimum Insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum ala-in. thick periite board and deck with rosin paper(peHite/rosin paper/polystyrene/perlIte) is a suitable aft emate for polyisocyanurate board in the following Class A, B or C systems. httPJ/database.ui.com/cgi-binlIXW/template/USDT/1FRAMEtshowpage.html?name=TGFU.RI4153&ccnahort ige=Roofing+Systems&ot jid=1083885807&cf... 1/49 wwzu75 TGFU.R14153-Roofing Systems "EnergyGuard", RA" or"Tapered EnercyGuardm RA" or"EnergyGuardTm Composite RA" may be substituted for any Atlas Roofing Corp. polylsocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. 'GAFGLASO Flex Ply 6' and"Tri-Ply(S Ultra-Flexible Ply 6" are suitable alternates to"GAFGLAS@ Ply 6". "GAFTEMP Permallte Recover Board" may be used in lieu of any perlite insulation In any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT@ Fireshield MB" at 2rh to 3-gal/100-ft2. "Ruberoid@ Dual Smooth" may be useJ as an alternate to"Ruberoid@ Mop Smooth" or"Ruberoid@ 20" or"Ruberoid@ 20 HT'. "Ruberoid@ Mop Smooth 1.5" may be ised as an alternate to "Ruberoid@ Mop Smooth". Class A,B and C Hot roofing asphalt, for use with organ c 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. Class A 1. Deck:C-15/32 Incline: 3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenpy6,.any thickness. Ply Sheet:—Three or more pies Type G1 or"GAFGLASO Ply 4" or"Tri-Ply® Ply 4" or"GAFGLA�@ PIy.6" hot mQRge�d! ••• • Surfacing:—Gravel. 2. Deck: 32 C-15 • • • • / Incline: 2 0000•• 0• •0 000••0 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurat%pi yrethane qr . ;"••0 perlite/polyisocyanurate compo site or perlite/urethane composite or wood fiber/polyisocyanurate coTf Ile or ph jnofij,.&ny thigpj%s+ Ply Sheet:—Three or more pies Type G1 or"GAFGLASO Ply 4" or"Tri-Ply® Ply 4" or"GAFGLAS@'�1�y 6". 0 • Cap Sheet:—One ply Type GJ "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply® Mineral SuNA4e i't ap Shut"•or;GAFGLASV EnergyCapTm BUR Mineral Surfa:ed Cap Sheet". 00 •• 0• 0 0 000000 • 3. Deck: NC Incline: 2 •••••• • •• • • • • 0000•• 0000•• Insulation(Optional):—One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane,operliteleolyisocyanur�t�a••9 composite, perlite/urethane coriposite, wood fiber/polylsocyanurate composite, phenolic, 2-in. maxAtm. Ply Sheet:—Two or more plies Type G1 "GAFGLASO Ply 4", "Tri-Ply® Ply 4" or"GAFGLAS@ Ply 6". •• Cap Sheet:—One ply Type G.-"GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply® Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCap" BUR Mineral Surfa:ed Cap Sheet. 4. Deck: C-15/32 Incline: 1 Slip Sheet(Optional):— Red rosin paper, nailed to deck. Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBand Fastening Sfstem" or any UL Classified insulation adhesive. Base Sheet:— One ply Type C 2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" (may be nailed). Ply Sheet:—One or more plies Type GI "GAFGLAS@ Ply 4" or"Tri-PlyO Ply 4" or GAFGLAS@ Ply 6". Cap Sheet:— One ply Type G; "GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCap"" BUR Mineral-Surfaced Cap Sheet". Surfacing(Optional):— "TOP--OAT@ EnergyCote"" Elastomeric Coating" applied at a rate of 2-gal/100-ft2. S. Deck: NC Incline: 3 Base Sheet:— One ply Type C 2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet". Ply Sheet:—One or more pile:;Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply® Ply 4" or"GAFGLASO Ply 6". Cap Sheet:— One ply Type G- "GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLASO EnergyCapTm BUR Mineral Surfar ed Cap Sheet." 6. Deck: C-15/32 Incline: 2 Insulation:—One or more lay ars perlite, glass fiber, polyisocyanurate, urethane, periite/polyisocyanurate composite, periite/urethane composite, phenolic, 1 in. minirium (offset a minimum of 6-in. from plywood deck joints). Base Sheet:— One or more pi es Type G1 or Type G2 or Type G3. Membrane:— One or more pli ns "Ruberoid@ Torch Smooth" or"Ruberoid@ Torch Granule" or"Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or"R iberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" (r"ROOFMatch"" SBS Modified Granular" or"Tri-Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch"" APP Modified Grznular" or"Tri-Ply@ TP-4G" or"Tri-Ply@ TP-4" or"Ruberoid@ Dual Smooth". Cap Sheet:—Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply(D Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap* BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 Insulation(Optional):—One :)r more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or httpJ/database.ul.com/Cgi-binOM/template/US=XT/1FRAME/showpage.html?name=TGFU.R14153&ccnstwttitle=Roofing+Systems&otgid=1083885807&cf... 249 - TGFU.R 14153-Roofing Systems "DensDeck DuraGuardTM Rooft oard" or minimum 1/4-in. thick Untied States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCKO Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:—One ply Type G2"GAFGLASO #75 Base Sheet" or"Tri-Ply#75 Base Sheet" mechanically fastened. Ply Sheet:— One or two pile: Type G1 "GAFGLASO Ply 4" or"Tri-Ply 4" or"GAFGLASO Flex Ply 6"ca Type G2 "GAFGLASO #75 Base Sheet" or"Tri-Ply #75 ease Sheet" fully adhered with hot roofing asphalt. Cap Sheet:—One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing(Optional):— "TO]COAT@ EnergyCoteTm Elastomeric Coating" applied at a rate of 2-gal/100-ft2. 16. Deck: NC Incline: 1/2 Insulation(Optional):—Any thickness perilte or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-in, bead or"GAF 2-Part Roofing Adhesive" applied as a nominal 2-1/2-in. bead with a maximum on-center spacing of 12-in. or any UL Classified insulation adhesive applied per the manufacturer's installation nstructions. Base Sheet:— One ply Type G2"GAFGLASO #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet", mechanically fastened. Ply Sheet:— One or two plies Type GI "GAFGLASO Ply 4" or"Tri-Ply@ 4" or"GAFGLASO Flex-PIYTm 6" or Type G2"GAFGLASO #75 Base Sheet" or"Tri-Ply@ #75 Rase Sheet", fully adhered with hot roofing asphalt. Cap Sheet:— One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Surfacing:— "TOPCOAT@ Ene-gyCoteT"' Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal/100-ft2. 17. Deck:C-15/32 Incline: 1/2 Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening Sistem" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT"' Roofboard" or minimum W-in. thick Untied States Gypsum Corp. "SECUROCKO Roof Board"•(.Ty FRX-G) or "SECUROCK@ Glass-Mat Roof Eoard" (Type SGMRX) mechanically fastened or adhered with OMG In;. "OLvBond FtVQiprSyster.n".m-•• any UL Classified insulation adh?sive with butt joints in the barrier board products staggered a minimi �•ofd-tn. from plywood deck • joints. Base Sheet:— One ply Type G2 "GAFGLASO #75 Base Sheet" or"Tri-Ply#75 Base Sheet" mechdhtcapf'fastened'�" •••••• Ply Sheet:— One or two plies ype G1 "GAFGLAS@ Ply 4" or"Tri-Ply 4" or"GAFGLAS@ Flex Ply N'•er+lW G2"GAINGLASO #'J,&• Base Sheet" or"Tri-Ply #7S Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet:— One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot ronf � halt. • • •• • • Surfacing:— "TOPCOAT@ EnerJyCoteT"' Elastomeric Coating" or"TOPCOAT@ MB Plus" or"TOPCOATO 322 White Elastomeric C Osseo• applied at a rate of 2-gal/100-ftz. ...... Q$�rl�: s• •• 18. Deck: NC Incline: 1 sees* *see:* Insulation(Optional):—Any thickness peritte or wood fiber or lass fiber or I iso anurate m • • • •with. • g poy cy ••• •• "LRF Adhesive M" or OMG Inc. "3lybond Fastening System" applied as a nominal 3/4-in. bead or"GAF•2LP§rt RooVgq Ad4eslver"�'�".•: applied as a nominal 2-1/2-in. brad with a maximum on-center spacing of 12-in. or any UL Classified insulation adhesive••applied per the manufacturer's Installation Irstructions. Base Sheet.— One ply:'GAFG1 AS@ Stratavent@ EllminatorT'" Venting Base Sheet" or Type G2, fully adhered with hot roofing asphalt. Ply Sheet:— One or two plies"2uberotd@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or "Ruberoid@ 20" or"Ruberoid@ 23 HT', fully adhered with hot roofing asphalt. Membrane:— One ply "GAFGUtS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Surfacing:— "TOPCOAT@ Enerc yCoteTm Elastomeric Coating" or"TOPCOAT&MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating" applied at a rate of 2-gal/100-ft'. 19. Deck: C-15/32 Incline: 1 Insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening Sy:tem" or any UL Classified insulation adhesive. Barrier Board:— Minimum 1/4-ire. thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT" Roofboa d" or minimum 1/4-in. thick Untied States Gypsum Corp. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass-Mat Roof Bo 3rd" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhe:.ive with butt joints In the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet:— One ply "GAFGLtS@ Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt. Ply Sheet:— One or two plies"F.uberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth Plus" fully adhered with hot roofing asphalt. Membrane:— One ply"GAFGLAS@ Mineral Surfaced Cap Sheet' fully adhered with hot roofing asphalt. Surfacing:— "TOPCOAT@ Energ•rCoteT Elastomeric Coating" or"TOPCOATO MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating" applied at a rate of 2-gal/100-ft2 20. Deck: C-15/32 Incline: 1 Base Sheet:— One ply Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" mechanically fastened. Insulation(Optional):—Any th ckness or combination: periite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with Of 1G Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet:— One or more plies; "Ruberoid@ 20" or"Rubemid@ 20 HT" or"Ruberoid@ Modified Base Sheet", hot mopped or mechanically attached. Cap Sheet:— One ply Type G3 "3AFGLASO Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapT" BUR Mineral Surface( Cap Sheet". Class B httpJ/dabbase.Ld-COM/cgi-bin/W/templatelUSEKT/IFRAMElshowpage.htmi?name=TGFU.R14153&ccnshortbge=Roofing+Systems&objid=1083885807&&.. 4/49 M IAM I•DADE MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy Birdview Skylights d.b.a.Guy E.Bird Enterprises LTD 201 Longhorn Road Fort Worth,TX 76179 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control. Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Pr«aucf Control Section In Miami Dade County) and/or the AHJ in areas other than Miami Dade Ce reserve•the t ht to"':' ( h') (� laPtS'� .r�g have this product or material tested for quality assurance purposes. If this product or watwW fails'tp.poorm ip,•.; the accepted manner, the manufacturer will incur the expense of such testing and tke-= may inunediatelty revoke, modify, or suspend the use of such product or material within their jurisdiction,44ER reservos the right!ia"": revoke this acceptance, if it is determined by Miami-Dade County Product Control SeCtitUtt that t;is product or:••• material fails to meet the requirements of the applicable building code. . ; 00000 so 00 so00 This product is approved as described herein,and has been designed to comply with the�,*Itsgh';.(elociity Ifirricane• • Zone of the Florida Building Code. :"'•• DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. ... . :" APPROVAL DOCUMENT: Drawing No.6DADE14,model"6SF-DADE",sheets 1 &2 of 2,prepa'rod by Birdview Skylights dated March 19,2015,signed and sealed by Vipin N.Tolat,P.E.,on March 28,2015,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large&Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein and the dome shall be properly marked by GE Plastics. 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 sates,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 revises NOA#13-0311.10 and it consists of this page 1,evidence submitted pages E-1,E-2,&E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Heltny A.Makar,P.E.,M.S. MIAMI•fiAQE cou NOA No.15-0413.06 , EExpiration Date: 07/02/2018 App roval Date: 07/02/2015 0 7/02/1- /s Pagel Birdview Skylights d.b.a. Guy E.Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#03-0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD-DADE",prepared by Birdview Skylights, dated 07126100, with no revisions, signed and sealed by V. N. Tolat,P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-RADE Self Flashing Aluminum/Polycarbonate Skylight",prepared by Miami Testing Laboratory, report No. K-49362 issued on 09110196, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS •• • 1. Anchor Calculation, sheets 2 through 5, dated 08121196 and signvA gy D. A. •• Terwilleger, PE. 6.6.4• 6• •• 606••6 • •666•• • • • •6664• D. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 00-0718.02 issued to General Elec;fV.Q* - :on 6 •' " . . 0910812000, expiring on 0710212003. 6 • •• •• •. •• 064660 2. Extrusion drawings No. BVS X10947 A &BVS 8554 by Tel Towe,*trusionP, 4 LTD for Birdview Skylights. 6 :9000: • 6 . see •66666 E. STATEMENTS • • 1. No change letter issued by Birdview Skylights, on 0811012000 and signed by E. Bird. 1. No change letter issued by Birdview Skylights on 02111103 and signed by G. E. Bird. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08-0611.09 A. DRAWINGS 1. Drawing No, DADE,608.1, model "6SF-DADS ", sheets I & 2 of 2,prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on duly 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DARE Self Flashing AluminumlPolycarbonate Skylight", prepared by American Test Lab of South Florida, report No. 0331.01-08, dated 0512312008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. A 'I'e, P/-) I�L� Fjf%y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0413.06 Expiration Date: 07/0212018 Approval Date: 07/02/2015 E-1 Birdview Skvliahts d.b.a.Guy E.Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets 1 through 3 of 3, dated 0610912008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. . . .... ...... 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 1 r 081'1.08 •• • A. DRAWINGS •. .0000 •• .. ...... 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 &•I preggre¢by ;••••; Birdview Skylights dated February 05, 2008, revised on February 22, •2012, ..... signed and sealed by Vipin N. Tolat, P.E., on February 22, 201f.o••; •• ••• ::.::o . .. .. .. ...... B. TESTS '•'••• •• . . . . ...... 1. None. 0.00•• C. CALCULATIONS ••: 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#13-0311.10 A. DRAWINGS 1_ Drawing No. DADE608.1, model "6SF-DADE". sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05,' 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. Z' d. wz,��7� H y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 E-2 Birdview SkYHFhts d.b.a. Guy E.Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mrami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. •••• .... 00.0.0 ...... .. .. ••0000 5. NEW EVIDENCE SUBMITTED 0•w:0 w A. DRAWINGS 1180800 •• • 1. Drawing No. 6DADE14, model "6SF-DADS ', sheets I & 2 0}�+prep fired by "• w.... Bar dview Skylights dated March 19, 2015, signed and sealed,by.J1 pin X.0Xg1Vt, ..0.:* P.E., on March 28, 2015. ...... • • • • •00000 .•www• B. TESTS 1. None. 'w•. 0 • w• C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. H&f A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 E-3 0 cai • •• BVS-X10947-A a ' • ' ' • ' ' PRESSJ2 w • • ••• • ••• • t NM 1.x9702 W WU,H0. co M255j E�QMj its P� f P.9742 w • ••• • • • • •• • PRESS#4 ro *.044: 1A10947 4` a• • w co *.008 Na 1.6.10947 w .320 195 .071,-0110, F.P.10947 II �F P 1. 4.006 .750 .070 I - t.009 0706 f I 613 1 .078— 7*.014 FLATNESS ACROSS THIS SURFACE 1.038 1 1.094 .375 0 00 rn t.0__121 l1M cm � 1.02+1 .325 .< 3.000 FRODUCa'REVISED r' as can:�cilri»� x s'++ ° Bidieg e G --� �``+ N r1. TO t° �. Acccpsasue Nlo!S- 3.0 6 .J�.• GENS •. •, \r� : ©By — Y Co=0 om" NOTES.*.cos No.12847 ~k 1. 2TYP. WALL THKW- EXCEPT AS NOTED. * 2. BREAK S4ARP CORNERS AT .015 R. STATE OF 4 TOWER EXTRUSIONS, ire. ((r.o. [ 0 P 7 ttG 7-75-06 sc 'A Q'. o s _ a Rave ,�•r��:k o?,\,o �� g, d ,, , - BIRDVIEW SKYLIGHTS °•.`S''S10NA1.�.•` 2$ `SI.� i�ti4!S ev d iV ''� f eirne srae 1x76 7.96 4- 5 D LGUOJf b" SELF(LASHING � S h ee 2 r �R 1.291 JAMOY oa nv. BVS-Xt 0947-A 24 884 19 1 FULL s0rro 8063 BVS-X10947-A o 0 o T OUTER POLYCARBONATE DOME(GE LEXAN XL10 OR SHEFFEILD MAKROLON SL)1/8"THICK 2'373" I INNER POLYCARBONATE DOME(GE LEXAN 9034 OR SHEFFIELD MAKROLON OP).100-THICK #10 X V HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" 1.50" T O FROM EACH CORNER AND 7 1/2"ON CENTER THEREAFTER .125"EXT.ALUMINUM ANGLE(6063-T5) I0/-OT SPAN,4"MIN. G.E.SILICONE ADHESIVE SEAL(SCS 1000) 1.50" CONTINUOUS 10164 SANTOPRENE RUBBER GASKET#1409 CONDENSATE GUTTER WITH 0.25"WEEP HOLE LOCATED AT EACH CORNER #10 X 3/8"SS HWHSMS LOCATED 3 7/8"FROM EACH CORNER AND 7 1/2"MAX ON CENTER THEREAFTER NOTE:This design can also be used for other smaller skylights !�J• as long as the longside does exceed 105 1/4"and the short side 090"EXT.ALUMINUM CURB FRAMING(60G3-TS) NOTR does not exceed 80 1/4"and maximum presures do not exceed ALL ALUMINUM TO BE 6063-T5 ALLOY U g 7.0" positive 60/negative 80 psf.and total roof opening dimension FULLY MITERED AND WELDED AT CORNERS GENERAL NOTES#2 does not exceed 50.875 square foot. ROOF DECK AND SUPPORT(DESIGNED BY OTHERS) 6.0" SEE GENERAL NOTES#1 14 X I"PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER,MAX ON CENTER # 17 1/2".WITH MIN.ROOF DECK PENETRATION OF 7/8" 3.0" O C ROOF MASTIC MAXIUM ROOF OPENING DIMENSION 74"X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq.Ft. ROOF DECK 13@ 71/2"=97 1/2" 3 7/8"(TYP.) (BY OTHERS) 14 SCERWS LS r3 7/8"(TYP•) TOTAL 50 SCREWS DESIGN PRESSURE RATING AT LOCATIONS VIPIN N.TOLAT FASTENER LAYOUT IgW 1/4"—W 1/2" A,B&C FOR THIS SKYLIGHT. FL.REG.#12847 POSITIVE+60psf NEGATIVE-80psf 801/4 LS=LONG SIDE •• • +1 9CRE•6Vr8 S>i •F�R�TAER SMALLER SIZES 15123 LANTE N CREEK LANE • • UI�it 7',068 SS=SHORT SIDE •o •• 9 PI13OYIDE FASTENERS @ 7 1/2" HOUST LARGE MISSILE IMPACT RESISTANT • • • • CLL ER EACH SIDE T • •• • • • •• PRODUCT RPVISCD r 105 1/4" "'PlYing Mill The n(W& / Building Coda ac IanceNo BIRDVIEW SKYLIGHTS GENERAL NOTES . ... ••• • 1. THIS DESING COMPLIES WITH FBC 2010 AND 2014 • • • THE CLEAR CHOICE • 201 LONGHORN RD.FT.WOTEL:817-439-92 FAX: RTH TX468 � 6179 2. 4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SACE IS FpR%:IIN%?- • • • �'fL OR BUR WITHOUT INSULATION • •• • • • •• i i °`"C°"T`° DATE:3-19-201MODEL:6SF-DADE FOR INSULATION AND ROOF TILES ADD THE TILE 1#1V@HT.IND THB+•• • e•• • INSULATION THICKNESS TO THE 4'1 MINIMUM HEIGHT. SCALE:NTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• ••