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RC-08-1277 (3)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 APPLICATI FBC 20 Permit Type: BUILDING �,�c OWNER: Name (Fee Simple Titleholder): (' J-y-i C K L i Phone# ° `P ` �� Address: i ) 22 (\ • E 9 1 441 5-. City: t,-4 g (Y F/V � OCT 1 9 201O Permit No. d 2 —10 —11 1 ermit Nog,C- '� — 1271 State: Zip: 3� Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1 2 2 1 ° cg . 91 i"S- City: Miami Shores County: Miami Dade Zip: 331 :3'8 Folio/Parcel #: 1 2..0 L b 1 i! 0806 Is the Building Historically Designated: Yes NO Flood Zone: 76( 3 5 7 goS �7 CONTRACTOR: Company Name: �.>e n 1 h Address: 5 q his '� l� " J City: 1n -te ' k State: FL Qualifier Name: 0 S, i . FiyTiin n Z. State Certification or Registration #: C C * l 32 V 31 Contact Phone #: .et l /64. Email Address: p. 1 WOO e th c 0' pvnel DESIGNER: Architect/Engineer: Phone#: Phone #Cs -.� —i 8Co *0 LE 41253 Fi&\( Zip: 3" el ' 1, Phone #( ) a9 VA S r^r Certificate of Competency #: S�� s Value of Work for this Permit: $ 52. j 2 2i , g2. Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ONew ORepair/Replace Description of Work: C•nC v y CV fY ig a) e=7 0 * i-t'-i k, P`J rvv-11 1.4 -ey ir-i cao -)-0 e i Cr (j 4 }- 1 C 436— be)-1-1-1 .p) ew-t• elm . .i• i I 1 ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *x, **** 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 $ 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip tJl 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 A} FIDAVIT: 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 o, a cer whose property is subject to attachment. for the first inspection which occurs s inspection will not be apprO and- Signature _ The forego day of ?. who (7) ginstrument was acknowledged before me this 20 /" ,by CEE uck, to me or who has produced As identification and who did take an oath. Aopy of the recorded notice of commencement must be posted at the job site er the building permit is issued. In the absence of such posted notice, the ee will be charged. NOTARY PUBLIC: Sign: Print: My Commis e 2�L'�rl ROBERTO L. GUTIERREZ Notar; Public - State of Florida 13 mm. pires Dec 27, ionat Nota Assn. APPROVED BY rr s: a (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Signature The foregoing ins day of OC'? w C tractor ent was acknowledged before me this/ r 20 l , by o me or who has produced as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: Cammissi # �r ,,, ;,,,,,,;• Through National Notary Assn. Zoning Clerk PERMIT #: l Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: K) * �l L-C1 fr��2R 2 ❑ Contractor ❑ Owner Picked up 2 ❑ Architect 4)010(N) ;ts of plans and (other) 1 t 2 'z r\J( `1y- '1 Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 10- % yl Job Name /2. 2(,2010 Miami Shores Village Building Department Building�Critique �ee�t 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 `l4 -4i% /T 7L67 0A 7ct/ LtJI C A 3< 84-L 4 i,y'( i‘e- ri.rr 2 ,iS 7-7/ GJ/7/..l''1 fi e-, ` /.e./.4z4 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ACO�,. CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 4/30/2010 PRODUCER (800) 918 -3584 FAX: (877) 684 -9951 The Contractors Choice Agency PO Box 13645 Chandler AZ 85248 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Design Builders INC 5490 West 1st Court Hialeah FL 33012 INSURER A: Nat'l Contractors Insurance 12293 INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OISUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD% INSRD TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE DATE (MWDDIYYYY) POLICY EXPIRATION DATE (MM/DD/YYYY) UNITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GLF000012451 -01 4/6/2010 4/6/2011 EACH OCCURRENCE $ 1,000,000 $ 50,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) CLAIMS MADE X OCCUR MEDEXP(Anyoneperson) $ 5,000 $ 1,000,000 $ 2,000,000 $ 1, 000 , 000 PERSONAL & ADV INJURY GENERAL AGGREGATE GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG i1 POLICY n jE Q LOC AUTOMOBILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER EA ACC $ THAN AUTO ONLY: AGG $ EXCESS 1 UMBRELLA UABIUTY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/ N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, desaibe under SPECIAL PROVISIONS below WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POUCY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Blanket Additional Insured Endorsement GL 00004 Rev 09/08 EXCLUSION - WORK FOR ASSOCIATIONS 10 days notice for non payment of premium (786) 953 -8462 Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Robert Rock /BOB 44�- INS025 (2ooso1) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • F1ptN 15 2010 3 s 44PM LOQEX ALEX SINK CHIEF FINANCIAL arr►eaR DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW $ CONSTRUCTION INDUSTRY EXEMPTION This certifies that The individuef listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE; 08/25/2Q39 EXPIRATION DATE: 09/26/2011 PERSON: FERNANDEZ FEIN: ULISE$ A 681050739 BUSINESS NAME AND ADDRESS: DESIGN 8U /LDERS INC 5480 W 1ST CT HIALEAH 9544381005 09- 25-2008 p.4 FL 33012 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED ROOFING CONTRACTOR 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT; Femme to Chapter 440. fl 114% F.S., en officer of a ;reparation who elects exemption from this chapter by filing a certfltcato of otertion under Ibto oatflan may not recover benelna or eompoeaeltao under Ihlo chapter. Parevent to Dopier 440 „051121, r.9., Corti!tastes or !Mateo to be exenrpb.. eppiy poly within the scope of Mt bulimia Or trade fisted ea the memo of woolen to ho exempt. Pursuant to Chapter 4 40,06119} F..6„ Notices of mutton re bo exempt end oorrttlamoo of vlrcUao to ae ateptpt seen ee eoblem to roveoet1On if, ft any INIA otter the Ming of the entree or the la;uence of the cwrtiffeete, era ;ertrfftal■ as ►anger Noah the regaireOlonts of We sullen far Essence of a eortifreote, The dominate shalt revues a certltfcste et any time for failure of the person aetnod an the teniScata to meet the rogolramems of IOU section, Matson named on the notice m )WC -Z52 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 QUESTIONS? ($60) 413 -1009 st STATE OF FLORIDA ENVISION FF WORKERS' OM fQN CERTIFICATE OF ELEINDUSTRY I SE EXEMPT FROM FLORIDA WoRKER, COMPENSATION LAW PLEASE CUT OUT THE CARO BELOW AND RETAIN FOR FUTURE REFERENCE :*''144'r►° EFFECTIVE: DS/2a/200S EXPIRATION DATER 09/25/2011 PSISON: ULISES A FERNANDEZ FEiN: 1551050936 BUSINESS NAME AND ADDRESS basica outi.DSRO INC 54911 W 15'T CT 111ALE/04, FL 33012 SCOPE OF BUS/NESS OR TRADE` 1- CLR1I IED ROOFING CONTRA[TOR 2• CERTIFIED CENENAL CONTRACTOR IMPORTANT el r Pursuant to Chapter 4-40.05(14 ), p:S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. H Pursuant to Chapter 440.06(12) F.5., Certificates of election to be Eexempt.. apply only whhin the scope of the business or trade listed en the notice of election to be exempt. E Pursuant to Chapter 440.06(131, F,S., Notices of election to be exempt end certificates of election to be exempt shall be subject to revocation If, et or time after the firing of the notice or the Issuance of the certificate, the person named on the notice or certificate no tonne meets the requirements of this seetFFoo for Issuance of a certificate. The department shell revoke e certificate at any time for failure of the person named on the certificate to meal the requirements of this section. • QUESTIONS? 48501 413 -1609 CUT HERE Carry bottom portion on the Job, keep upper portion for your raaords. WC-251 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 0916 MAY - 03-2010 MON 12 :00 PM BEMA BLOCK CORP. Apr 15 2010 3 :43PM LOQEX I FAX No. 3058248518 9544381005 -- ••■-_.....,..,...••••••••..-••■ •• __._•,_ _.� . �. • • DO NOT FORWARD DESIGN BUILDERS INC ULISES A FERNANDEZ 5498 W 1 CT HIALEAH FL :63012 1/111/11 /►ii,l1►1►lttiW11Wf►1FliZI in hi1hALli IA p.3 P. 001 SOW st FEB 081010 1� BY: ... ....... Miami Shores Village Building Department /0050 N.B.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 gr. BUILDING Permit No. JO )f l PERMIT APPLICATION Master Permit No. D2 1177 FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Owner's Address 560 NE 95TH ST PATRICK & LESLEY LEE Phone# 305 803 3739 at/MIAMI SHORES VILLAGE state FL Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1122 NE 97TH ST City Miami Shores Villagg County FOLIO /PARCEL# 11- 3205 - 017 -0170 Is Building historically Designated YES NO Miami -Dade Zip 33138 DESIGN BUILDERS, INC. 786- 267 -0650 Contractors Company Name Phone # Contractor's Address City HIALEAH 5331 W 1 CT QualifefName ULISES A FERNANDEZ State FL Zip 33012 Phone# 786 267 -0650 State Certificate or Registration No. Certificate of Competency No. CCC 1328637 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3$ 2 2 29 Square / Linear Footage Of Work: T qZ ® 59 Type of Work: ljAddition ❑Alteration DNew 0 Repair/Replace 0 Demolition Describe Work: Tare down existing tile to workable surface.install selfadhesive insulation install 2 x4 nailed down every 6 " o.c. to existing 4" X 8" beams. retrofit roof to specification as required by the Florida Building Commission by Rule 9B -3.047 F.A.C.Strapp new - Pre - Treated -2" X 4" wood to existing beams. Install 2nd layer of selfadhesive insulation. install 4 "X 8" sheeting plywood Submittal Fee $ "". Permit Fee $ CCF $ a3 '40 CO/CC Notary $ Training/Education Fee $ Technology Fee $ 3) *g Scanning $1 ot` Radon $ DPW $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ _ Total Fee Now Due $ See Reverse side install 30# paper, install 90# hot mopped, install tile with A and B polyfoam Pro request uplift test,request final inspection. • • 79. • 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 WITR 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 attachmen fi o, a cerr copy of the recorded notice of commencement must be posted at the Job site for the first inspection which o r n (7) ' er the building permit is issued In the absence of such pasted notice, the inspection will not be approved °inspect ; -e will be charged Signature Owner or Agent 44 The foregoing mstrument was acknowledged before me this The foregoing iristrument was acknowledged before me this egzo day of reDANI1, 20 10, by 114 c. JZ L4C., day of '� r , 20LQ, by 1 eZ who is personally known to me or who has produced r( who is personally known to me or who has produced i Pi' L i celAi e--) As identification and who did take an oath. - CtC€AC —as identification and who did take an oath. NOTARY PUBLIC: OAr1ARA LORIE - NOTARY P; BLIC: COMMISSION # DD664206 EXPIRES: tune 06, 2011 Si �/�J�. r �i it rT ^ Discount Assoc. co. Print: kQ n Signature ULISp,SCrtaitilaNDEZ My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/47) My Commission Expires: Plans Examiner Engineer Zoning Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item Text only rj Property Appraiser Tax Estimator Property APP Comparison -1 Portability S.O.H. Calculator sot Tax Summary Details: Folio No.: 11- 3205.017 40170 Property: 1122 NE 97 ST Mailing PATRICK LEE &W LESLY Address: LEE Living Units: 1122 NE 97 ST MIAMI FL Adj Sq Footage: 33138 -2558 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 3,558 Lot Size: 15,900 SO FT Year Built: 1951 $50,000/ REV PL MIAMI SHORES SEC 8 PB 43 -51 LOTS 4 Legal & 5 BLK 181 LOT SIZE Description: IRREGULAR OR 15834- 0199 0293 1 COC $650,736 25737 -3347 06 2007 1 Assessment Information: Year: 2009 2008 Land Value: $281,368 $393,383 Building Value: $360,548 $520,425 Market Value: $641,916 $913,808 Assessed Value: $641,916 $700,736 Exemption Information: Taxable Value Information: Year: 2009 2008 Horne tµ... $25,000 $25,000 REOMIMMEMIEMOIMIE Exemption/ Exemption/ Taxable Value Information: Year: 2009 2008 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $591,916 $650,736 County: $50,000/ $50,000/ $591,916 $650,736 City: $50,000/ $50,000/ $591,916 $650,736 School Board: $25,000/ $616,916 $25,000/ $675,736 Sale Information: (Sale Date: 16/2007 Page 1 of 2 ACTIVE TOOL: SELECT Digital Orthophotography - 2007 0 117 ft My Home I Property Information 1 Property Taxes My Neighborhood 'Property Appraiser Home I Using Our Site 1 About 1 Phone Directory 1 Privacy IDisclaimer 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 Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/11/2010 PERMIT #: \ - I " t ;1=1 ontractor wner ❑ Architect P' Address: EN) Miami Shores Village Building Department RECEIPT DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ets of plans - e er) Y6ld From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that th= Mans need t Shores Village Building Departmentto co,ilII ue permitti Acknowledged by: PERMIT CLERK INITIAL: brought back to Miami ocess. RESUBMITTED DATE: \'‘ LIAtb PERMIT CLERK INITIAL: e.../e Permit No: 10-0 1 Job Name ,2010 Miami Shores 'iflage Building Department Building Critique Sheet �� p�- ►- Fkf .s »oa ,h 3 - €4. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ROOF ASSEMBLES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 Nigh - Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Process No. Contractor's Name Job Address DESIGN BUILDERS, INC ijjj MCMETi'M FEB 00 8 2010 1122 NE 97TH ST MIAMI, FL. 33138 IX Low Slope D Asphaltic Shingles ., ❑ Mechanically Fastened Tile tir NbartarlAdheslve Set Tile ❑ Metal Panel/Shingles L7 Wood Shingles/Shakes D Prescriptive BUR •RAS 150 ROOF TYPE ❑ New Roof 14 Reroofing ❑ Recovering ❑ Repair ❑ Mahitenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) steep Sloped .�1R�oafry'�°(SFj Switch 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. Total (SF) Fattbrk Lee's Rmklente 3322 NE97tTem MMoN3lwres, FL TopVlew 29' X 34' 392 sq f fat roof Flat -Roof Sio0e=49o12" 79e Slo00.4.to 32" 00:0. to 12" • • •• ,Be, • • • • Carport 2O ••• • • • • • •• • #: Miami Shor es Village ••• • IL01,31D • • • • • • •• •• •• • • • • • • • • ••• • • • • • •• •• • • ZONING DEPT BLDG DEPT arAdv SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 Righ-Vetanity Hurrlcane Zane uniform Permit ApFileatien Form. Surfacing' N/A Section C {Lo Stope_Ap 1catickn) Fin to specific roof assembly components and identify manufacturer (if a component is not used, identify as "NA") System Manufacturer: CERTAINTEED CORP Product Approval No. 08- 0410 -09 Design Wind Pressures, From RAS 128 or Calculations: Pmaxi. -49.2 pmax2: -82.6 Pmax3: -124.3 Max. Design Pressure. from the specific Product Appiovai system- Deck: Type: WOOD Gaugerrhickness: 5 /8" Scope: 1/4 Anchor/Base Sheet & No. of Pty(s): N/A Anchor /Base ShrhrasteneriBonding Material: insulation Sase Layer. N/A Base insulation Size and Thickness: N/A Base Insulation Na�ner/Bonding Material: Top Insulation Layer: N/A Fastener Spacing for AnchorBase SheekAttachment: Field: 8 " oc ia lap, it Rows 3 a 8 " ac Perimeter, 6 " oc @ Lap, # Rows 4 @i 6 " oc 6 Corner. " oc Lap, # Rows 4 (I 6 " oc Number of Fasteners Per insulation Board: Field Perimeter Corner illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Shipping, 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 Top !natation Size and Thickness: Top insulation Fastener/Bonding Material: N/A • Base Sheet(s) & No. of Piy(s): GLASS SAGE Base Sheet Fastener/Bonding Materlal: RING SHANK NAILS 11 ga Ply Sheets) & into. of Ply(s): (2 PLY) FLINGLASS PLYSHEET Ply Sheet FastenerIBonding Material: HOT - MOPPED Top Ply: FLINGLASS MINERAL SURFACE CAP SHEET Top Ply Fastenerloonding Material: HOT MOP FLORIDA BUILDING CODE— BUILDING Wood tuiliA Mettg j ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 HighAteiocify Hurricane Zone UnItoms Permit Application Form. SaCtianD4StecellSkiped-ROOLSyStO111) Roof System Manufacturer EAGLE ROOFING PRODUCTS LLC ,..■••01■•■••=11.111■Lommi■IMIIIMIIN... Notice of Acceptance Number: 06-0526.10 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): -45.1 -116.2 -78.6 P1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): 40.4 IRDof Slope: 1 4 12 1Ridge Ventilation? N/A Step_Sloped_Roof_System_Description \ Deck Type: 5/8" PLYWOOD \ Type Underlayment: InsuIalion: N/A \ Fire Barrier: N/A 1, 112141"-RING-SHANK -NAI LS -1'211— \ Fastener Type & Spacing: miLzuLtp \ Adhesive Type: POLYFOAM POLYPRO AH160 \ Type Cap Sheet: 90 POUND HOT MOPPED \ Roof Covering: [ EAGLE-BEL AIR 4800 E E Type & Size Drip i \1Edge: 1 /411 RING SHANK N I LS 4" O.C. 30 ASTM Mean Roof Height: .<1 FLORIDA BUILDING CODE — BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, th °•'lowing items should be addressed as part of the agreement between the owner ant the contractor. / - er's initial in the designated space indicates that the item has been explained. 1. 2. 3. ommon roofs: Common roofs are those which have no visible delineation between neighboring u s (i.e., •wnhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner 4' Id notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can view 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 appeara -` Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of roviding that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as colo or architectural appearance, that are not part of a zoning code, should be addressed as part of the agr, -/ , between the owner and the contractor. nailed in a to removi Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be rdance with the current provisions of Section R4403. (The roof deck is usually concealed prior e existing roof system). 5. / Ponding water: The current roof system and /or deck of the building may not drain well and may se water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectan and performance of the new roofing system. Pounding conditions may not be evident until the origin g system is removed. Pounding conditions should be corrected. erflow scuppers (wall outlets): ( ets): It is required that rainwater flows off so that the roof is not erloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow s» ppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acco: ', with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the • • • "r nertpr pf jhg s,/ Lure assembly (the building itself). The existing amount of attic ventilation shall not be •• Eredtie>g. 0 3 be - cial to consider additional venting which can result in extending the service life of the •• ' •••rte; ,.Vii. g 9 • ••• • • • • • • • • • • • • •-('er/ ggn �Signeiut • : Date •••• ••• • • •. • •. • Revisgd pn•7 /912009 LD • • •. • • • • •••• • • • • • • • • .•• • • •• ••• • •• • •• • ROOFING APPLICATION STANDARD (RAS) No. 128 STANDARD PROCEDURE FOR DETERMINING APPLICABLE WIND DESIGN PRESSURES FOR LOW SLOPE ROOF 1. Scope 1.1 This roofing application standard has been developed to provide a responsive method of complying with the require- ments of Chapters 15 & 16 (High- Veloc- ity Hurricane Zones) of the Florida Building Code, Building. Compliance with the requirements and procedures herein specified, where the pressures (P) have been determined based on Table R128 -1 of this standard, do not require additional signed and sealed engineering design calculations. All other calculations must be prepared, signed and sealed by a professional engineer or registered archi- tect. 2. Definitions 2.1 For definitions of terms used in this appli- cation standard, refer to ASTM D 1079 and the Florida Building Code, Building. 3. Applicability 3.1 This application standard applies to: a. exposure C category buildings; and b. building heights of less than or equal to 40 feet; and c. roof incline (pitch) is not greater than J/2 in.:12 in. 3.2 Using Table 1 below, determine the mini- mum design pressure for each respective roof area, which corresponds to the appli- cable roof height range. 3.3 Referencing the selected Roof Assembly Product Approval, check that the listed maximum allowable design pressure for the particular approved system meets or exceeds those listed in Table 1 above. TABLE 1 MINIMUM DESIGN WIND UPLIFT PRESSURES, IN PSF FOR FIELD (P(1), PERIMETER (P(2) AND CORNER (P(3) AREAS OF ROOFS FOR EXPOSURE 'C' BUILDINGS Roof mean height (below) P(1) Field P(2) (Perimeter) P(3) (Comers) 20 -49.2 -82.6 -124.3 25 -51.4 -86.3 -129.9 30 -53.6 -89.9 -135.3 35 -55.2 -92.7 -139.5 40 -56.9 -95.4 -143.6 1 Calculated in accordance with ASCE 7. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 2007 FLORIDA BUILDING CODE—TEST PROTOCOLS HVHZ • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• •.• • • (RAS) 128.1 (RAS) No. 127 TABLE 1 MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD (P(1), PERIMETER (P(2) AND CORNER (P(3) AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED1 ROOF SLOPE >2:12to 56:12 > 6:12 to 512:12 Roof mean height P(1) - P(2) P(3)2 P(1) P(2) & P(3) < =20' -45.1 -78.6 -116.2 -49.1 -57.5 >20' to < =25' -47.3 -82.3 -121.8 -51.2 -60.4 >25' to < =30' _ -49.2 -85.7 -126.8 -53.6 -62.9 >30' to < =35' -50.9 -88.5 -130.9 -55.3 -65.0 >35 to <=40' -52.3 -91.0 -134.6 -56.9 -66.8 I Calculated in accordance with ASCE 7.05 (Wmd Speed: 146 mph). 2 For Hip Roofs with slope < =5.5: 12, P(3) shall be treated as P(2). [Mod 2014r/2104r] TABLE 2 WHERE TO OBTAIN INFORMATION Description Symbol Where to find Design Pressure P(1) or P(2) or P(3) Table 1 or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A. Product Approval Restoring Moment due to Gravity . M$ Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mr Calculated Minimum Characteristic Resistance Load F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions 1 =length w=width product Approval All calculations must be submitted to the building official at the time of permitting. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • •.• • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • .•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .• •• • • • •• •• ••• • • • ••• • • (RAS) 127.2 2007 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ M IA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: 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 This NOA is being issued under the applicable Hiles 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 the accepted manner, the manufacturer will incur the expense perform in revoke, modi , or product xpense of such testing and the AHJ may immediately fy suspend the use of such roduct or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 %hall automatically terminate this NOA. Failure to comply with any Section of this NOA shall be oause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, the expiration date may be displayed in advertising literature. If any portion of the NOA is and followed by be done in its entirety. P Yom, then it shall •• ••• • • • • • •. INSPECTION: A copy of this entire NOA shall be providedltp the,,4ser1W eiein facturer or its distributors and shall be available for inspection at the job site at the requectoi th cliag Oifieia4.'' This NOA consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tiger! • • • ... • • ••• • • • • • • • • • • • • • • • • • • • ;r '.' '.' .'NagN..:06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 ••• • • • • ••- • • • • • • • • • ••. • • • • • • • • • •• •• • • • ••• • • • ••• • ' Page 1 of 9 • • • • • • •• •• • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing 07320 Roofing Tiles Concrete Wood 1. SCOPE This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces Dimensions L =17" W= 12'" Thickness = h" L= 17" W= 12/" Thickness = %" L =17" W =12'/" Thickness =' /z" L = 17" W =12/" Thickness = %" L= 17" W =12/" Thickness = %z" 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Product Description Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. • "Mahuraciuiaed•for eecc tie profile. • • .••••• • • • •• ••• •• • • • •• • • • •• • • • • • ••• • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • •. •• • • •• • • • • • ••• • • • • • ••• • ••• • • • • • •• •• • .' Ntld No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 •• • • • Page2of9 • • • • • • • •• •• ••• • • 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ERPF- 001 -02 -0I 7161 -03 Appendix Ill 7161 -03 Appendix III 7161 -03 Appendix 11 P0402 Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Letter Dated Aug. 1, 1994 P09647 -01 94-084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1,5, &8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 • • Aerodynamic Multipl er Sep. 2006 • Resjoitig Moie&tsD{ie to Sep. 2006 • '• • :Gsa ••• •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • •• • • • • ••• • •••• ••• • • • • • • • • • • • • •••• • • • • • • • • NQA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 ••• • • • • • •• • • • Page 3 of 9 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to quarterly test in accordance with TAS 112, perform teto the Building Code Compliance Office for review. a�A, Such testing shall be submitted to 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Table 1: Average Weight (W) and Dimensions (1 x w ) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Weight -W (lbf) Length -I (ft) Width -w (ft) 11.4 1.42 1.03 Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (ft3) A (ft3) Batten Application 0.301 A (ft3) Direct Deck Application 0.278 • • • • ••• • • • • • •• • • • • • •• ••• •• • • • •• • ••• • • •.. • • • ..•• •• .•.. • • .. •. •• . • • • • • • •• ••• • • • • ••• • • • • • • • • •• ••NOA%.:06- 11526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 • • • • • • • • • •• •• • • ••• • $age4of9 ••• • • • • • • • • • • • • •• •• • ••• • • Tile Profile Bel Air, Air 1I Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Tile Profile Bel Air, Bel Air Double 1 -10d Smooth or Screw Eagle, Shank Nail Ponderosa, 2 -10d Smooth or Screw Golden Shank Nails Eagle, 1 #8 Screw Ponderosa 2 #8 Screw Double 1 -10d Smooth or Screw Eagle Flat Shank Nail (Field Clip) Tile 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) Table 3: Restoring Moments due to Gravity - M, (ft-Ibf) 3 ":12" 4 ":12" 5 ":12" 6 ":12" Battens 7.48 Direct Deck 7.71 Battens 7.37 Direct Deck 7.59 Battens 7.22 Direct Deck 7.44 Battens 7.05 Direct Deck 7.27 Greater than 7 ":12" Battens Direct Deck 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Fastener Type 2 -10d Rin • Shank Nails Direct Deck (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 19.0 35.5 35.5 31.9 31.9 Battens 17.2 4.9 7.4 18.2 24.4 24.2 22.1 34.8 32.2 2 -10d Ring Shank Nails' J 50.3 1 65.5 1. Installation with a 3" tile headlap and fastemers are located a min. of 2W from head of tile. 48.3 •• ••• • • • • • •• • • • • • • • • •• • •.. •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • °.° •▪ • •.• •.NOAV.. :00526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 .• ' • • • • • •° • • 'page 5 of 9 • • • •.• • • • • • • • • • • • • • • •• •• • • • •• • •• ..• • • • ••• • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two P - Adhesive Set Systems Tile Profile Tile Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Adhesive Double Ea • le Flat Tile 2 See manufactures corn. onent a • . royal for installation re. uirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Po l • am Product, Inc. Ave • e wei. ht • - r r 8 • rams. Minimum Attachment Resistance 313 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) r1• Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 4 La Tile Application PolyProTM PolyPro'n" '- ` • d • - cement of 45 • rams of Po ProTM. 5 Medium ',Id. • Imminent of 24 • rams of Po - roTM. Minimum Attachment Resistance 118.9 40.4 Table 5B: Attachment Resistance Expressed as a Moment - filf(ft -lbt) for Mortar or Adhesive Set Systems Tile A • plicatlon Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 6 Tile -Tite Roof Tile Mortar. Mortar Set Attachment Resistance 43.9 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami- -Dade County Product Control Approved ". EAGLEL.- FLORIDA • • • • • • • • •. • • •• BEL AIR,, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDTy>y�+ A41.E;•1EOI��:At�SA•DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OI:T11 • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • ••• • • • • • • • • • • • • • • - •. • • • kOA4itr..: 0 9526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 • • •••• • • Page6of9 • • • • • • • - •• •• • • ••• • • • • • • • • - • • • •• •• • ••• • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS BEL AIR • ..• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '. NoA W.: 064526.10 Expiration Date: 10/12/11 • • • Approval Date: 10/12/06 • • • • • • • • • • • Pa - e 7 of 9 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • BEL AIR DOUBLE EAGLE PONDEROSA PONDEROSA DOUBLE EAGLE .. ... • • • • • • • • • .• ••• •. • • • •• • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •1�JOA lk�o:: 401526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 ••• • • • • • ••• • 1gage8of9 • • • ••. • • • • • • • • • • • • • • •• •• • • • •. •• ••• • • • ••• • • GOLDEN EAGLE END OF THIS ACCEPTANCE •• ••• • • • • • • •• •• • • • •• ••• •• • •• • • • • • • • •• • ••• • . ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •' • • • • • e• °N0A.Nt.: 561526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 .•• • • • • ••• • • • • • • • • &a g e9af9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • carter ) Mince OF ACCEpTANCE OA `' uft union Nue ,PA • scm: gC , FLORIDA Iii A: 3 -1563 ) 3734901 FAX ) 375. This NOA is beirag issued • documentation �Sble zaks and �c C by a g been mowed by the governing the accepted a on Code , l ion ( in Maud Dade County and other areas where allowed This NOA shall n� be valid after the Afil e date stout below. T e i BCCO an Manzi Dade County) tested for quality' assuram putpies& Mills product suspend the v of amino; use thekir' wisdiction. BCCO reserves this accepms, attire $p by BCCO that this � or tto revoke :code: _ material meet the mquitements approved This product is Code and the High as d }, herein, and has been desi Vigo* eZone ofthe Florida B�si Code. comply wi#� **Florida Building DESCRIPTION: F� LAMING: Each Over Wort Decks unit shall bear a panned label with the manufacturer's name or city, state a nd f "- CouY�CoAppaved ", Wee RENE.afs iE3A shall be consklered after • a renew apidicatie- n has been filed and there has oft* cfdris NOA will occur afterthe for a expiration date or ift em change in tie materials, use, bey a revision or product, few ofthis NOA an endorsement Party oftiis NOA i3c . and moral of A3 followed by "' .� by the date my be clisphyed displayed, then it be dons? in its m a�h�g e; 'afire and • • • • . . . . .iOA is INSPECTION: A • 3'cvFtiiiseIdOAbe be err at 60* iti •user by flea. .... or be T Nut a e for site at *a • y�,.,�p. iflA<l 08•0227.09 and iii • • The :' reviewed L. �.,� AEI • • . • • • Acebd • • • . • • . • it04 • ••• .• •" 05/191i3 ••• • • • Aseprevad Delft fj e 1 of 38 ROOFING AS x APPROVAL Modiled Bid psf TRADE NAMES OF P OR LABEL= BY APPLICANT: TABU haft AU Weather/Empire Base Sheet Flect-I-Glasm Base t Flex-I-Glasm FR Base Sheet Flat' ghee IV or •I Flindatat STA STA Plus 5.0 Type Flic GTA, GTA-FR or Flies Diamond0TA Flintinatic cars Flintlamac OM CMS ?mho' MFR, FRP Pmanium Flintiamic PR Cap Sheet MMMka Roll vitt' fa 86 Um 36"x65'10"; a squats) 36 "x98'9";Ro11 weight 90 lbs. 39 x S0' Roll vieight 90 Re. 36" x 164'7"; Roll weight 5 X55 lbs. 9 /e" x33; Roll weight 90 lbs. (1=e) 3834"$33'3" ;Roll weight 105 lbs. 39 ; Roll ssviOtt 92 lbs. square) eh 3934" x 34' 2"; Roll weight 10/105 Uzs. tI square) 39Vx34'2 " ;RoR weight 105 lbs. {1 ) 3934 "x34'2 " ;Roll weight 5* U. a square) Test AMMban AST D 4601 Typen tiL Type 15 IX Type 02 TM D 4601, type if UL Type (12 ASjMD460.., II ASTM D 2178 Type IVorVI Ui A,. GI ASTM D 6222, Gude S, Type II Product Mainkshe coated, ITherglass reinforced Modified Bitumen nosed fiberglass base gem Modified Bhutan basesheet , Fftritima, =Oak sheet *refloated p1r Smooth strewed APP Modified woven for apfor�come gicatim ASTIVI I) 6222, Granule suremedAPP Worded thuds G, Type If Murata metubmas with non- woven polyester eat reiofomcment ASTM D 6164, Gee surfaced SOS Modified °ride 0, Type II woven polyester snit reinforooment for torch AS MD6164, Gsamde `SBS Modifed Grade 0, Type II Bitumen mentanne whh sum- woventreinforfor mop. appbention. cement AS"IMD61, . Grp T I •a*IVVt B d • • • •.'�tft .. rye 'tit ADD 6163 Fr '' application. granktesifaned Grade G. ISTel: :: vim ' R : •wanehemement •. • • • • . AVA.i , 0.os matmealintic •. .• • w, �. fl S Page2of 38 Hbtduc FR Cap T Ragas* FA Base T FcFR Cap CoolStar 39-3/8" x 34'2"; Roll • weight 811bs. {1 square) 39.3'8"x 33'; Roll W Silbs. (LO squares1 39 f ; Roll well* 90 lbs. a square) cFR Cap T Flimlastic GTA, GTA-FR CoolSta r or Fliagastia Diamond DTA Cool Maw* GTS Cook Star Ftin* GIVISIGMS Hindu& FR -p/FR P Premium Coo/Star Mukha; Premium Coolfitar Cap Fledges Premium Cap* 960 ASTM D6163 ASTM D6163 a.).10.4.1.11 A163 39 3'g* z 34' 2 "; Rog weight 90 lbs. { ;square) Granule SIBS Modified B it with fiberglas met application. Mmes Bitumen, fiberglass base sheer Ireton* applic Fire. who :careless mat reinforcement for mop apn{ . t,, -mad ASTM D 6163 SBS Modified Bi with fiberglaaanatreilifOrcernent i ... forintP,_ Covered with Orating' . App am- woven p.- 1 with r e Coating. 3934" x 33' 31% Roll ASTM D 6222 weight 105 lbs. 0) 39 318" x24'9'; Roll 92 lbs. (4) 393'8" 34121%Rol weight ligifl05 . 0 square) 393/8"x34'2 ;Roll weilgit 105 lbs. a square) 36"x34'6" 0 fie) squam) ASTM D 6164 surfaced* sos modified Bitumen merninana with rm. woven wire* re� for h a, Covered wldt reflective c. ASTM D 6164 G,�. Coating. Bitumen woven *postern* minfavement fer mop application. Covered with fl A►$TM D 6164 fe . M3S If/lagged Bitumen Membrane with non-woven pobvster mat hump aplkation. Covered with CoolStar Coating. Covemd with reflective CoolStar Coating. ASTM D 6163, Granule gingered SBS Modffied Grade 0, Type; Bitumen membrane with fiberglass ...ulakfeklbutementigar mop . .ate • ASTM D M63, 0 1e Grade 0, Type I Bitter.: .. . ri► ' #top .. .,�,i:,,:...... .. • • • • • .... ... • • .. • • • • ... • .... • Page3 of 38 Ube Poly MIS 36" x Nuares) MS B • Yosenideo Buffer Base Sheet Black Disc Base Sheet . Surfaced I' ;f 39 341, x64'4 " Roil weight 90 lbs. (2 ) 36" x32'10"; Roll weight 90 lbs. 36" x 687",; square) weight 78 Ibs. (2 squares) 36"X32'10"; Roil Weight 78 ibs, (1 square) 36" X32'10"; Roll Weight 78 lbs. square) ASTMD6164 ASTM D 3909 ASTM D 497 UL Type 30 ASTM D 1970 ASTM D 3909 ASTM D 3909 • • • • •• Mme. polyester lase s, Mmorai &Aced Serous reinforced buffer sheet. f-adhering fiberglass reinforced modified bittmen base &eat Asphak impregnated and coated inorganic mineral granules used Egan fiber with as the top in roof membreees. impregnated and coated Sr surfaced with vendee used as the top in • bufit-up roof Coonlar ••• • • • • • • • •• • •.• • •• • • ••• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• •• • • •• • • • •• • • • • • • • • • 1441 • 11 'Approvettate 11/20/01 Page 4 of 38 APPROVED bthuLA i S: Product Name F1O ACFoom 11 ISO 95+ High Density Wood Fiberboard Perlrte huulation Dens D Deck pie R-ijd ENRGY 3, UltraGard Gold F� Baud ti Max, FA APPROVED F'� S: F pact Number Name 1. #12 & #14 D� Fastener 2. Hex p� 3. Olympic #12 & #14 4. Olympic �d 5. .F n Fastener 6. baar1P'Ix $ Plate 7. Tre -Fast Foram ` 8. Tn ast 3 9. Tne -Fast P 10. Tut-Fast Plates ?Si 25 • • TABLE Product Description Polyisocyannate foam insulagon Polyisocyanurate f Poiyisacyaaure tem laudation Woad fiber insulation board Peri Waterer board. Polyiscxyanurate lunation PolyiSocyananto I Expand ed mineral tom. laudation TABLE 3 Pry Description Insulation fastener Damensions ume AZ50 steel plate 27/8 "x3 %" IMIXd011nUftlar 3" round steel plate eA7 rotmd Insulation fastener for steel and Gaivalon* AZ5O steel plate 3° round on der for wood and steel decks Galvaanne AZSO steel plate • . 3.:, GaIvaiteAZS5 steel plate' • • 3n Mannhoinrer A) cTeed lidas ?Moots Faustoint Buis Inc. generic saerio 44Corp. Ruder Panels Johns lManwIle Job Manville Man, loc. hiairuiaettoor (With Current NO4) SFS haw SFS hag OOMG OMG SFS Wee SFS Intec Tim Tra-Fast , • e d -Fast Corp. lid-Fast co1p b thYlene plastic p 3" rid The Tar-Fast Corp. •. • • • • • • •• . . •••• • • • • • • • • . • • • • • • •• • • • • • • • • • •• • • • • •. • • • • • • EO S Istivasz AppliedResearch La des - Fy Mta Ref Corporation Underwrites Labondories, 1 U n i te States T g Company, Momma Technoi , Inc. TrinitypiRD Naas Physical Primes Current Insetetion Fastening TAS 1'4/MARC 4470) UL 790 ASTM D 5147 ASTM D4601 ASTM TAS 114Q) TAS 114(» TAS 114 gyms 117 (B) TAS 117 (B) TAS 117 (B) TAS 214 (H) FM 4470, TAS 114 FM 4470, TAS I14 TAS ii A►STNX Requirements Simari 28013 FMRC 1994 02/01!95 J.L #3YY8ALAM R11656 97457.4 AX31Q8D AX3)G8C 03/23/96 07/13/87 06/03/88 09/05/08 09/03/0$ #3507.08.99:1 04/18/01 #3514.02148 11/1102 #3515.07.03. 07/ 3503.10.6 10/10/06 06490.04.07-R1 Letter 3533.01.06 0 10 3521.0744 3521.0744 01/06/06 C8 11.07 11/30/07 C10080.0948 .11 07 09/04/08 •• ••• • • • • • • • • • 1•S •• ••• •• • ••• • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ADD ld page set 38 Membrane " Deck 'rype ft Desk Bearipthm: NM: AR General and Base Sheet Fasten* Ply Sheet Mme; t p r Surfacing: 1 2. SBS M OD I P Wood, Non-Insukned 19/m" or plywood or p lan k Base sheetmeohanically &tenet System langiathas apply. . "'""".mpire Base Sheet, 6 L e Base or r F. ly Base sheet shall be l 4" and with 1 l annular ring sheet approved 8"o.c. tin /Pox. in by s �edmt#e ofte (Optional) One ply ofAl} Weather/Ervin Glas Base, Base, tt FR or or or more mopping (*.approved aspludt applied within the EVT range and t *rake :of2p.4p only) ,q.ca Black (far use with atoning cap sheet One ply Poly Sheet ofFl c , ndes* � GMS, d c l F t Fly FR -P, Flint Cup w CoolStar, Plexiglas Ultra Cap Sheet, Menem 'madhered to with Coolant., Monastic FR Cap of 20 to 40 Wan. or Magus* OTS, Maim* GTS Ahmsinum or Grandy AL MB at an Sheet T o r FranimniuFR Cap TCi. sheet. Optima) one t h e fol ; 400-1bisq, gravel or34Xi-ib . slag ina flood coat o?a droved asphalt at an applicagon rate af60 Karnak A-1SO, APOC 212 Named Alunthumk, Belay 520 spl on rate of 1 gal. N. (Type vt) mecEanleaRy as bar. and • biaxial= Design Pressuut 52,5 psf (See General Limfeation in) .. ... • ••• • •• ••• .. • • • •• • • • .•• .. • .. • .. • • • • •• • • •• • .... • • • • •... • • . . • • .•• • • • .. • • .. .. .. .. • .... • • Ni3A : ate► • Page 334 as WOOD DECK SWAIM LIMITAITONS: sheet is required with Ply 4 and Ply used as $ mechankaliy fastened base or anchor 1. Fire ciamirmstion 2. Insubtine may be insaliad Directory for .of 'nom . The, Materials asphalt Produst Control ppr . All � be attached in cranplianse with the fastening pattern oftta3�daaa�aof,�� of+ei 3. � sizes are acceptable for 4. An overlay recap � board insulation panel mechanical �� �p in approved is foam iessinlium when shall over y � be g mowing with approved avbak 12" 24° m closed con mopped down the or nP 8" ribbons in , one at each lap and one r oft al a Encircling of the sips is not sheet of 12 lbsf every 12' allow cross man. Asphalt e sFromm-spacing . c 5. of-45 is on a °orce with vane : 275 as compliance Testing � a cps 105. lf tla femme value, as - freld-tested, are below 275 not be . sheet or membrmsa is � Bungling .um fa st co the a t resistance be less than trequired, �. oseeendoed 011icK a inland a Registered Standards 3' w" 7. resistance value_tsken from tbstinsikolication p to!npb, with to enhanced pressure requirements a mo of these r RAS117. �. s in (When thislindtrlikm is prat:wed, slew and waled or j referred 8. Ali attacinnenr alai sizing �#� mat prime or y 111. # 9. The medium , fisted shall be applicable *an morpessure enhanced • tenor Abe. * {:.e. (i.e. mom zones (When-lids Enrlia#on, specific* ... lip —Imputet��: All products listed herein shall lave a Code and Ride ep audit pith the Ploriti,Fpficling gPiD OF IBIS ACCEPT:04W • • : • :".: * :.' 6.* ... . . . . ... . PageSset 38 MIAMI0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: 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 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 oause 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 Ataiacturei le its distributors and shall be available for inspection at the job site at the request of the Buis ing4ffiell.: '. •• ••0 • •• • • • • • • This NOA consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. • .• • • • ••• • • • • ••• •• • • • ••• • • • •• • VOAN .0645Z6.10 • Ft piria lion Kato: ZO 42 /11 Approval Da%: 10/12/06 Page 1 of 9 • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing 07320 Roofing Tiles Concrete Wood 1. SCOPE This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces Dimensions L= 17" W =12 '%" Thickness = %z" L= 17" W= 12%" Thickness = %x" L = 17" W= 12%" Thickness = %a" L = 17" W =12%" Thickness = %" L= 17" W= 12%" Thickness = %" 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Product Description Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. • •• ••• • • • • • • • • • • • •• ••• •• • • •• • • • • ••• ••• • • •• • • • •• • • • • •• ••• • : : :NtA No.:*0 0/26.10 • • Expiration Date:; 0212/11 Approval D'Ite: 111 /12/06 Page 2 of 9 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 2.1 SUBMITTED EVIDENCE: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Test Identifier ERPF - 001 -02-01 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. P0402 Letter Dated Aug. 1, 1994 P09647 -01 94-084 25- 7094 -(2,5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Oct. 1994 TAS 102 Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Sep. 1996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Sep. 2006 Restoring Jyton2gr.its pie to Sep2006 3}ravity; • • • • • •• ••• •• • • • •• • ••. • • • • ••• • • • • • . la No.:tot-45* .10 • • • • • • •Eapinatioii Date; 10/1;d /11 • Approval Date: 10712/06 Page 3 of 9 ••• • • • • ••• • • • • • • • • • • • ••. • • • • • •• • •• • • • • • • ••• • • • • • • • • • • • • • •• •• 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope ... d, . 1 u. .1 r.I . . . - WI -V • n 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4. INSTALLATION 4.1 Eagle Roofmg Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: 'Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (lbf) Length -1 (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 • . • • • • • • •. • . • • • • 00 ••• •• • • • ••• • ••• • • • •'• •• ... . • • • • • • • 140A NQ! 04 4:26.10 •. • • • • • • IJxp stionbate :1 112/11 Approval Date: (0/12/06 Page 4 of 9 ••• • • • • ••. • • • • • • • • • • • • ••• • • • • • •• • • • • • • • . .•• • •• • • • •• •• • • ••• • • Table 2: Aerodynamic Multipliers - A (f3) Tile A (ft) A (ft) Profile Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile • . • • • • • • •. • . • • • • 00 ••• •• • • • ••• • ••• • • • •'• •• ... . • • • • • • • 140A NQ! 04 4:26.10 •. • • • • • • IJxp stionbate :1 112/11 Approval Date: (0/12/06 Page 4 of 9 ••• • • • • ••. • • • • • • • • • • • • ••• • • • • • •• • • • • • • • . .•• • •• • • • •• •• • • ••• • • Table 3: Restoring Moments due to Gravity - M4 (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 3" tile headlap and fastemers are located a min. of 2W from head of tile. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • ••• • • ••• • i1a No.:06- 152p.10 :. • • .L'xpif atton•D'Itey; 1Q/12/11 • Xppravai Datt: 10P12106 Page 5 of 9 ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 4• • • • • •• • • ••• • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive2 31,33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) Tile . Profile Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile PolyProTM 118.9' PoIyProTM 40.4* 4 Large paddy placement of 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Mortar or Adhesive Set Systems Tile . Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Set* 43.9 6 Tile -Tate Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAiifr FLORIDA ,..••••• • •• •• BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN 34GL ltd. liDiP . »dtJBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTVRV1ttE PLANT • • • • • • (LOCATED ON UNDERSIDE OF TILE) • ••• • • • • • • • • • • • • • •• • • • ••• • • : NbA No.; 176b46.10 • l xpiratio•n 1 ate: =012/11 •Approval Dale: 16/12/06 Page 6 of 9 ••• • • • • • ••• • - • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• •• •• • ••• • •• •• ••• • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS BEL AIR 7 •• ori• • • • •• • p . • ••• • • • • • • • • • • • •• ••• •• • • • •• ••• •• • • • • ••• • • • , • 1JAN o.6 66. 31526.10 • • • . • • p•ra ion Batt: :0/32 /11 • Approval Dale: 111/12/06 Page 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • ... .• • • • •• • • .. .. • • • ••• • • BEL AIR DOUBLE EAGLE PONDEROSA PONDEROSA DOUBLE EAGLE • • ... • • • • • .. • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • ••• • • • • • • t 1i �No.. i}6+05�6.10 • • • • • • • • • ixp ration Irate: 10% 2/11 Approval Date: 1x/12/06 Page 8 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GOLDEN EAGLE END OF THIS ACCEPTANCE • •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • •• • • • • 00. •• t• •• OS No.: O0 e26.10 • • • Expiretionbates1&12 /11 • Approval Date: (0/12/06 Page 9 of 9 •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTICE OF ACCEPTANCE OA Petyronns 2 T ,1 7 mummy* , 140 a !VOW FLORIDA 331304363 (305) 3752901 FAX (305) 375-2908 km: This NOA is being issued under theapplicable rules and regotarinns governing the �€abre byttrseofooat . County sod b3► the Buikling Code This NOA °�'�s"aea�r ode Canty) not be valid oiler the expiation date stated ART (in atom ofnalistattiang.TheileCounty) assurance ;avow& product or.nanctial tested *clunk die e. have or in j j fbs . � mom, or. product or This . BOW reserve; ttatt��� to-arteet the d1vea , and RENEWAL oftbisMitk shag be collaidftd change application been W . iiled and Ikea hes been no TERNThangifi of ibis NOA will Occur after the mated* � and/or �eo�t�ep ADO' or iftttene � been a revision or change in the ADVEBTiliergia: The NOA number preceded by the done in its by 'Y - '? dim • Lfaoy��,���A - shall 44(1 3u he A 'bfdis erase. MA-shall 'onit e • t+a dleAsqr Ibis NOA mon NOA No.O1 1. 2 The .�f and of • was :by J L. o 7 job sit e*tie request Vie. • • • • • • ••• • • • • • • • ROMIG ARgEmBLY APPROVAL: Polyurethane _Sub (lamely: batik adhesive Tbisapproves Polyp/DS Altman d 1 byF • �' tom. �esm '� 2 mom : profile roof • xx 127, for use ' 180. the ions as a moment basedsykteni sin* placemett, and as an uplift based system ka double PRODIlerSIVLAMEACTiRED `�iT: 13' systems haft Raabe N/A TAB 1131 Znagneskets Fo RTh1000 N/A adhesive f a DisPeedog Equipment ProPscke 30'& 100 N/A Dispenshvg Equipment PRODUCTS MANUFACTURIM BY Any heami-1)acktCounty Product Control Accepted Rootile M: T� i e *ejases�f9Po ►AB160 'y a NoA which Polypro® AH160 PHYSICAL FR Emu Density • A�D 1822 �Pressive - A I D 1621 8 MPen WaterAbsoxption Tanga Sttength A,'3'rM D 1G23 12 � to tip AMA D 2127 28 � tri rise �V ._ .::.. E 96 3.18 i J�'z ��' 1' '2126 33 A�' 3.1ocm /I� +0.87% Volume. quese is -OW Fs 2 weeks +6.0% Vas* ellateigt52; 100% Closed Cell Content Amu D285b ..::..' Net= The physieskpeoperries_ liked above are presented statylkaamase wahskrisiltkprndoed by tempted' 11811Cuts and are =bled tit• wow „WNW • • • • • Center Zvi' est 743 -3 TAS i01 2544384 'D 11-93 0/ i 2544384 i�5f95 M Labs 2S -7492 11 3 11/02195 P °1 X9.631 A D 1623 12/12/95 9537 -92 ABTA/ E 108 (W30I93 01- 6743411 T 7050.02.96-1 0rid AA/ E $4 11/164 TAS 114 Of/95 03/14/96 adoter Cop. Testing maces 528454-2-1 52849,1 TAS 101 1 528454 -10-1 520109-1 5, 109 2 TAS 101 520109-3 12 2$/98 520109.6 520109.7 5201914 520109.2 i TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not ofthis acceptaose. Refer to the Prepared Roofrde Assembly for fire 2. Polyp* A13160 shy solely be h 3, w flat, low, & high We profiles. ear shall beau compitmee with the Roof mg 4. RoYiTh_ortrk, lRSY! xit 120'k % cthe use r .. : *tins TAS � ` 6A ale 5 10r.. • • Roof Tile e:. a for the useef with TAS 10j itheeerina . • • • . . • • • • • • • • • • • • • 1� • • •• • • • • • • • • • • • • MS nvsraEar.ATIOr►: °�� 1631. Poly, 4R160 mai assembly a NOA that its tolift Z. Pcly m corsplimine wf h the-Component r the roof the F %' 3. P Me assenwl0i. CPutaiR001000Plitailiai.Atentiardsga 127. The Rot"ill FiliuEi t ",• LAS** ItA,S 120 and lO ski be applicator:it) the rutifeaniftdams Inc. shall estypty a list ofd b authority The.Cap is reed adhesive' ' Il: t. ..� �t, , , "E" 8 ' beset 1. eat U- }off: �r 3.0;i75ta0'i3 ' .. `F10l f or P� 30 & 100 dispensing - ill ntbe to sunlight 9. ': f. Ts =so he' 2 to 3 ear Want • patty armed shall be in necordance with-the lalasaineat P ��IiPvll -o •• e•• • • • • • •• "np with i • BUILDING MT. ItIkiimbaNTS: As requited by the BaNding Orseigkor aPPlioable Witting °41; !II4jet.t".149itli ••• • • • • • • • • • • • • •• •• • • ••• • • • • • • • PATTY .. • • • • •• ..... • • • • • .. • • • ••• .. • •• • .. • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • e • • • • ••• • • • • ••• . • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • 71TA �• t�� ADHESIVE PLAasuper DETAIL 2 *We PATTY • ••• ..• . • • • . • • • • • • • • • • . . • • . • • . • • • • • • • • • • • • . . • • • . . . .. • • .•. • • • • • • • • • • • . •. .• ••• • • ...... • • ... • . • . • • • • . . . • •• •• Fib Y. BEMA GROUP CORP 2627 W 77 PL Hialeah, Fl. 33016 Office: (888) 306 -3660 Abel Cell 305 - 726 -3630 Fax: (954) 438 -1005 LICENSED AND INSURED "Quality is not expensive, it's Priceless" Proposal Submitted to: Patrick L 1122 NE 97th St Miami Shores, FL, 33138 02/04/10 Job Location: 1122 NE 97th St We propose to furnish all labor and materials to complete the following: We propose to complete all work in accordance with all city and state guidelines and regulations and as to the specifications listed on addendum "Al" for the sum of: ($38,242.29) Total amount due and payable AS PER SCHEDULE "A" attached. All material is guaranteed to be as specified as per SCHEDULE "A1" also attached. All work to be completed in a substantial workmanlike manner according to specifications submitted, per standard practices. Any alteration or deviation from said specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. Please be aware that all agreements are contingent upon strikes, accidents, weather or unforeseen delays beyond our control. If either party commences legal action to enforce its rights pursuant to this agreement, the prevailing party in said legal action shall be entitled to recover its reasonable attomey's fees and costs of litigation relating to said legal action, as determined by a court of competent jurisdiction. Please Note: If property is valued or insured to equal or more than $300K, additional charges may apply. Due to Florida Code a Retrofit report must be performed to confirm conformity with Florida Building Code. In addition, and solely dependent of findings additig,al•tprk may be needed at • additional cost and are not included in this estimate. • • • • • • • • • • • • • • • • • .. • ••• •• • • • •• The above prices, PTANCE OF PROPOSAL conditions are satisfagtoj y ad are •he.aby ccepted. • • • • • • • • : • • • • • • • • • • • Date of Acceptance • . • • /1• • ' •' •.• • • • • •.• • • • • • • • • • • • • • ••• • • it • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BEMA GROUP CORP 2627 W 77 PL Hialeah, Fl. 33016 Office: (888) 306 -3660 Abel Cell 305 -726 -3630 Fax: (954) 438 -1005 LICENSED AND INSURED "Quality is not expensive, It's Priceless" Proposal For : Petrick Lee 1122 NE 97th Terr Miami' Shores, FL. 33138 12/05/07 SCHEDULE "A" Lot Block Address 1122 NE 97th Terr Miami Shores, FL. 33138 * Roof - tare down 30 # ,90 pound hot mopped and tile $ 26,339.69 * 2 layers of Insulation Installed $ 3,663.00 * 132 pieces of 618 Sheeting plywood Installed $ 3,826.76 * 326 - Pieces 2X4 Installed $ 3,312.84 * New Facia to cover 2 " X 4" and plywood build out $ 1,100.00 Total $ 38,242.29 Proposed Payment Schedule 40% upon signing of contract 40% upon completion of 30# pound paper_installation 10% upon delivery of tile 10% upon Final Inspection Acceptance of Proposal The above prices,speciflcations and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified In Schedule " A -1 ". Payment wil be made as listed on the payment schedule. Total Schedule Pmt Amount $ 11,472.89 $ 11,472.69 $ 7,648.48 $ 7,648.48 $ 38,242.29 •• ••• • • • • • • •• ••• • • • • • •• • • • •• O • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BEMA GROUP 2627 W 77 PL Hialeah, Fl. 33016 Office: (888) 306 -3660 Abel Cell 305-726-3630 Fax: (954) 438 -1005 LICENSED AND INSURED "Quality is not expensive, It's Priceless" Reroofing Addendum " A1" 1122 NE 97th Terr Miami Shores, FL. 33138 12/05/07 X Time line Main roof 2 to 3 Weeks weather permitting. X Remove existing shingle or tile and dispose of all debris X Electrician placing Iights@phase insulation. X Clean roof to workable surface X Shim all areas and make the roof flat where needed. X Install 2 layers of Prodex insulation R 21 separated by 2" X 4" wood throught out perimeter X Install 5/8 Sheeting Plywwod on roof deck throught out perimeter 132 pieces 4' X 8 ' X Install Prodex Insulation 2 Ply R21 Rating X Install new Facia to cover new build out of 2" X 4" and Plywood throught out the whole perimeter. X Install 630' of flat roof X Installation of 46 squares of Flat Roof Tile X Install new vents and lead sleeves flashing around vent stacks X Install Flashing (Galvanized) X Install Valley Metal in all Valleys 16" X Install 30 lb felt as per code with tin caps X Install White 3X3 in eave drip metal X Apply 90 pound felt with hot mopped process X Install customer selected tile with Polyfoam -Pro Hansen -Tile (to be determine) Guarantee may vary based on tile manufacturer and will be disclosed upon tile selection Acceptance of Proposal The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment wil be made as listed on the payment schedule. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • 010 • • • • • • • • • • • • • • •• •• • • • •• •• 10 • • • • ••• • •