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RF-13-470Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 187091 Permit Number: RF- 3- 13-470 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CAPITAL ENTERPRISES LLC, NATIAAIAI Job Address: 9500 N MIAMI Avenue Miami Shores, FL Project: <NONE> Contractor: CONTRERA ROOFING CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1131010330470 Phone: (305)389 -0228 Building Department Comments RE ROOF FLAT AREA IN ORDER TO CLOSE EXISTING PERMIT FOR ROOF REPAIR. RF10 -2141 Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 22, 2013 For Inspections please call: (305)762 -4949 Page 29 of 48 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756. ' 72 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: R 5 0 i•-) I M P O S City: Miami Shores County: - Miami Dade Zip: 31-Po Folio/Parcel#: (, ( it ®1 ° 3 0 Is the Building Historically Designated: Yes NO Flood Zone: (: E 76 _1.0 BY' 000meeeamsmrmovc FBC Permit No. 13. 4"1C) Master Permit No. e F 1 2 Zt �f ROOFING OWNER: Name (Fee Simple Titleho Phone#:, Address: S 5 City: °� •'�^ S evi.5 State: ( Zip: 5 3t Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 00041 al 9.4S vir Phone#: Address: 7 C.) 5-C City: t&l ''t State: Qualifier Name: M -,4'cr C,�,,°(te. zip: )313? Phone#: 9( 4 g State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: Certificate of Competency #: `'.� 5`� $ Email Address: P'-9-)c (, rya I • C • Value of Work for this Permit: Type of Work: °Addition Description of Work: 17 °Alteration , $ (1 Square/I3near-Footageoo *ork: Psa ri °New ► " ai/leplace ..' °Demolition 12, 1P 11 Wit(/ FL-t izpc, Color thru tile: ** *** *a x ***** ***** **+*aa34******g * * *** * ******** ** *aim ************ ** ** Submittal Fee $ Permit Fee $ cp2J l CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 9 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me thi day of 10 20 , by fi4,4'elletel 9//7, who is personally known to me or who has produced ,ZOL # 74- cos-w1712 `% iAs identification and who did take an oath. NOTARY PUBLIC: Sign: Print Contractor The foregoing instrument was acknowledged before me this l 1 day of 14 r�,, t , 20, by Q —E%j't �i� h•L�' h, who is personally known to me or who has produced as identification and who did take an oath. ,,,t.r A`�,' �o e`2+ MOCHA MCDOWELL • .� s Notary Public - State of Florida 1 VIII .," M omm. Expires Oct 23, 2016 G 'd.€' „,i!:. , �� �, „ , 997 My Commission Expires: Oe / 2 3/ go * * ** spa= * ** *********** *** *** APPROVED BY NOTARY Sign: Print: My Commi , A 1.4.A4( 'N, irn .s ry Comm. Expires Mar 30, 2014 to re`+ Commission # 00 976991 ” ". "'°`• Bonded Through National Notary y Assn. ** *** * *** * * * **** * ****** *** **** * * *** *** ***** **** *** ** **** ******wee *** * ** ****** .-?/r/7 Plans Examiner Structural Review (Revised 3 /12t2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15109) Zoning Clerk BATCH NUMBER O688 . . , NTRA.. otAT.;,,os cwonx tider the -tokovi a tails CO' Y Expiration date: . Atrq.„..31,.,. 2O144 •• • • :Atosiorro „Icaltr.p • : cculIs.144444u4;441, • 144 NO .ZV$.71MET • . „ .. • '... - •-•.. •• C.,„, -A PWL4 ,,. 1.:::::„. *. :...."-.••:: • ...:. • ' ••. '.•-• ...-... • • ' .:ty • •,.'''•7•=•••• - • .,....• .: ...::,........,. ..,...: ...: • .... :... , ::. •44, ICEN•f:-..LAIIB011'f.-:::- SECRETARY :-..i"....::, REQUIRED .•-: , . ... ,... . BY LAW 4 • . • ,. . .. - :.. . .:•• . . ..... • . . • ...— • -,•••• .::•:.:•.-... .....1y. •:.... ,...• •.•••:::, .•.•;.:•...;..,....::: 590026-2 BUSINESS NAME /LOCATION CONTRERA ROOFING CORP 144 NE 26 ST 33137 MIAMI THIS IS NOT A BILL — DO NOT PAY OWNER CONTRERA ROOFING CORP sem Type of Suslmum • Vx&VICE BUSINESS TA3t MEM IT WES NOT PERMIT THE HOLDEI TO VIOLATE ANY EGIMNA REGULATORY OR LAWS OF IRE OWY OR ORIEL NOR HtiOOES IT EXEMPT THE HOLDER FROM ANY 0714M1 PERM OR uceisa HO REQUIRED BY LAW. ThIS IS rff NOT A CERTIPCATION OF TIVHE HOLDER'S OUALIPIDA- • /UM PAI ' mm hms100 mem Co MAMMA* COUNTY TAX ,%3LLecTOPt I I Intl} II I 1111111 11111111111111111 H111111111 1111111111144 0 CHARLES -ziC SECRETARY -• ACQRD CERTIFICATE CF LIABILITY INSURANCE DATE (MM YI 10 -17 -12 7 -12 PRODUCER Florida Insurance Agency of Miami P.O. Box 441340 Miami F1 33144 `. HIS 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.. Contrera Roofing Corp 144 NE 26 St Miami F1 33137 INSURER A- Endurance American Co. INSURERS: tNSURERc INSURER D: INSURER E: RAGES THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWRTHSTANIINL AeLX REoLAREEAAENt JERK cm, CONOiteis.WACYK GEtNCCRAIv isCA< LiKEF .C.00IBLCEK'C`Kl'CKf.E57EG'i L4�+tKlGtlLtllSC.EEL'CIFtC ,'EE4t .�0F.t�sS�L pR `.. MAY PERTAIN; THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONS. AND CONDITIONS OF SUCH POLICIES.: AGGREGATE:UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. in LT €AE7- COMMERCIAL GENERAL LIABIUTY 1 C AIWNIADE )FE-1 OCCUR r NCB Y NUMB D DPE26272740260 12 -19 -12 12 -19 -13 EACH OCCURRENCE UANIAL3t i U REM tU PREMISES (Ea occurence) MED EXP (Any one person) N. & ADV INJURY GENERAL A<3t~.vREDATE $ 1000000 $ 100000 41-5909_ s1000000 $2000000 1000000 A.PPLi$.S PER: ANY AUTO ALL O SCH♦ LED'AUTOS� HIRED AUTOS "N'OAI- OWNEDAUTQQ AUTO ONLY - EA ACCIDEN OTHER THAN AUTO ONLY: EACH OCCUR AGGREGA" E.L. EACH AC iDENT E.L. DISEASE- POLICY LIMIT Roofing Contractor CER'F'IA MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FLORIDA 33138 0 O THEABO TH REOff. TH I$ NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE IBIiTFA1L ME TO DOSO;"SL IMPOSE NO OBUGA1 ON OR LIABILITY OF ANY KIND UPON TILE INSURER, ITS 'AGENTS flR REPRESENTATIVES. ACE #7:D 25 (2 • 1.i...-.,,(0.---111, 0 CERTIFICATE OF LIABILITY INSURANCE DATE (MMWDD/YYYY) 10/09/2012 03,49 PM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the cerficate holder is an ADDITIONAL INSURED, the policy(ies) subject to the terms and conditions of the policy, certain policies may require does not confer rights to the certificate holder in lieu of such endorsement(s). must be endorsed. If SUBROGATION IS an endorsement. a statement on this certificate WAIVED, PRODUCER Highpoint Risk Services LLC 5501 LBJ Freeway, Suite 1200 Dallas, T% 75240 POLICY EXP DATE (MM/DD/YY) CONTecT NAIVE PHONE (AC. so, En* (800) 728 -0623 IFaxwc, not (972) 4040380 E.nas.awRPSS: INSURERS AFFORDING COVERAGE NAM d INSURER A: Companion Property and Casualty Insurance Company 12157 INSURED: Aspen Staff Leasing, Inc. 1 /c /f: CONTRERA ROOFING CORP. (ICA) 144 N.E. 26TH STREET MIAMI, FL 33137 Phone: (786) 487 -8393 Fax: (305) 573 -6604 INSURER B: INSURER C: $ INSURER D: $ INSURER E: I CLAIMS MADE INSURER F: $ • Af"17_TH.n'IFaq- SION NUMBER: THIS IS 10 CERTIFY IHATTHE POLICIES OF INSURANCE LIS fED BELOW HAVE BEEN ISSUED 10 THE INSURED NAME ABOVE FOR THE POLICY-PERIOD INDICA IED. 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 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL INSR SUER WM) POLICY NUMBER POUCY EFF DATE (MM/DD/YY) POLICY EXP DATE (MM/DD/YY) LIMITS GENERAL — LIABILITY COMMERCIAL GENERAL LIABILITY ❑ OCCUR ❑ ❑ EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ I CLAIMS MADE MED EXP (Any one parson) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ .$ lk- GEM. AGGREGATE LIMIT APPUES PER: 1POUCY I—I J I-1 LOC I PRODUCTS - COMP/OPAGG AUTOMOBILE _ - — _SCHEDULEDAUTOS — LIABILITY ANYAUTO ALL OWNED AUTOS HIRED AUTOS NON -OWNED AUTOS ❑ ❑ COMBINED SINGLE LIMIT (Ea accident) $ ISUUILY INJUKT tear Person) a BODILY INURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB I EXCESS LIAB I ^I MAIMS -MADE OCCUR 0 0 EACH OCCURRENCE $ AGGREGATE $ — DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION EMPLOYERS' UABIUTY ANY PROPERIETOR/IXECUTNE OFFICER.MEMBERIXCLUDED7 (Mandatory hi NH) If yes, descrlbeunder SPECIAL PROVISION below AND YIN N/A ❑ DPE26272740260 10/01/2012 04/01/2013 x 11'55fnIS I Ng- E.LFACHACCO)ENT $ 1000000 © EL. DISEASE - EAEMPLOYEE $ 1000000 E.L. DISEASE - POLICY LIMIT $ 1000000 00 DESCRIPTION OF OPERATIONSILOCATI ONSNEHCLES(Attached ACORD101, Additional Remarks Schedule, N more space Is required 1 Thi certificate re sins in t;ffect, proy'd d the client's acc unt $ n qcod $tandj.ng with Aspen Staff PLeasAAlncgcgii�� Inng�c�. CLoverage is not pro /.dad o 1.00z�ly em Mayes for wnicih the clientfiLs not; repo ting eased to,COIQT RAa 00FefI i73q pIn (I 1)P,Pef_sctive11 011fj2 1 Ye to oInssred ispatforsed Woa)SC1rS Inc. ompengatipnn &�eloyers liCabbility as a co- employer under the policy tor employees ease trom Aspen g, CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCFI 1 Fn BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVE — ACORD 25 (2010105) ROOF-ASSEMBL€AS'ANID ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name CONTRERA ROOFING Job Address 329500 N MIAMI AVE Low Slope Asphaltic Shingles New Roof Reroofing Low Slope Roof Area (SF) ROOF CATEGORY Mechanically Fastened Tile Metal Panel/Shingles Prescriptive BUR -RAS 150 ROOF TYPE Recovering ROOF SYSTEM INFORMATION Repair Steep Sloped Roof Area (SF) 120 Section B (Roof Plan) Maintenance Total (SF) 120 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated su 2 t't and •cation of parapets. (ti 0 -11 ("2 w $(99- 4"rt J- 15.34 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: GAF Product Approval No.: 07- 1219.09 Design Wind Pressures, From RAS 128 or Calculations: P1: 42.8 P2: 71.7 P3: 108 Max. Design Pressure, from the specific Product -1 S Approval system: Deck: Type: T &G Gauge/ Thickness: 1X6" Slope: 1 /12 Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 1 PLY #75 Base Sheet Fastener/Bonding Material: 11/4 RS NAILS AND TIN CAPS Ply Sheet(s) & No. of Ply(s): 1 PLY #4 Ply Sheet Fastener/Bonding Material: HOT ASPHALT TYPE III, IV FULL MOPPING Top Ply: RUBEROID MOP FR Top Ply Fastener/Bonding Material: HOT ASPHALT TYPE III, IV FULL MOPPING 2010 FLORIDA BUILDING CODE — BUILDING Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Field: ck " oc @ Lap, # Rows @ oc Perimeter: 6 " oc @ Lap, # Rows L( @ " oc Corner: " oc @ Lap, # Rows Lt @ G " oc Number of Fasteners Per insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener-Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 EG T p\y VJb. ill t-oP 1=(Z Parapet Hei• ht Mean Roof Height 15.35 As ft it is tie mita ogee t War the fiNt fx viewed from may wish panideatiwe of tin usclesitis albs sauce. , goo S 1: water to � o � �� rras_ paismesce of the new wan system. sew Ameba gee esqsadaasr sue_ des • 53; ia; 6. i. i .:.:.3 � Tinefata. Sow off set Ibit the suse is not Ages a a LLL., r -2i.T s. =3af.. -` ,spin.;) we a.ss , :' be semsoffsmee with the requtemesit's GE 7. '- et streeturataw"" eV bessficiai vg .. 1— 1I -13 1 a° MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 Membrane Type: Deck Type 1: Deck Description: System Type E(1): SBS /SBS Cold Applied Wood, Non-insulated 19/32„ or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: FireOutTM Fire Barrier Coating, VersaShield® Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psi; See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psi; See General Limitation #7) GAFGLASe Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 ULTIMATM, 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-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 27 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Maximum Design Pressure: Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 20, RUBEROID® 30, RUBEROID'' EnergyCap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID® ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofmg Membrane applied at lto 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /4" Dens Deck or ' /z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and /or flashing termination designs shall conform 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 • Surfacing: — "Kamak No. 97" applied at 11/2 to 3 -gal /100 -ft2 or gravel. • 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3 /4 -in. minimum polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 11/2 in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2 -gal /100 -ft2. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3 /4 -in, minimum, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 11/2 in. minimum. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet ", or "Tri -Ply® #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapTm Mop FR." Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 11/2-gal /100 -ft2 or "GAF Weather Coat Emulsion" applied at 3- ga I/ 100 -ft2. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapTM Mop FR." 11. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite, butt offset a minimum of 6 -in. from plywood deck joints. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — One ply "Ruberoid® Torch Smooth" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Dual Smooth." Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapTm Mop FR." 12. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 hot mopped in place. Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapTM Mop FR." 13. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet (Optional): — One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 hot mopped in place. Membrane: — One ply "Ruberoid® Torch Smooth" (smooth) or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Dual Smooth." Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCapTm Mop FR." 14. Deck: NC Incline: 1/z Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite, any thickness. Base Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" hot mopped or adhered with Kamak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1' /z -gal /100 -ft2. Membrane: — One ply "Ruberoid® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberoid® Mop FR" or "Ruberoid® EnergyCar"' Mop FR" hot mopped or adhered with Kamak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive applied at 11/2-gal /100 -ft2. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet " or "Tri-Ply® #75 Base Sheet" hot mopped or mechanically fastened. Membrane: — One or more plies "Ruberoid® 30 FR" or "Ruberoid® 30 FR HT" or "Ruberoid® EnergyCapTM SBS 30 FR" hot mopped in place. 16. Deck: C -15/32 Incline: 1/2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING )� OWNER: Name (Fee Simple Titleholder): CI f Address: 7rOO AI co m�,�; xv€A, ✓t City: 1?/ t .a 5)) pre S V/63' State: F%r/ q'4 Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: %S t9 0 N p ekk .44 fe, yy/; CAGNv -t City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Permit No. 6 Master Permit No. Phone #: Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: ilirs MC-A Ago 0e/ 4, Address:` City: / Ads State: flo rl GY�C Qualifier Name: f % 01 4- r /7� rNANgAz State Certification or Registration #: C C L 0 /7 s' . Contact Phone #: ui; • ")s-"") - // 4 c/ DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: OAddress u7. Flood Zone: Phone #`3DJ ~7 S7- / /l!g Zip: 33/0 Phone #: 30S-7 S?- / "S/ y Certificate of Competency #: Email Address: Phone #: 00e- OAlteration Description of Work: /Co. k L 1 a 1 r UNew near Footage of Work: # aRepair/Replace ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Fmscrio°' WIT * ***** * ******* *w**+x *tea *** ********** * * ** Fees **** ** ********** ** * ***** *** **************** Submittal Fee $ - 1 0 Permit Fee $ /17c7 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ rouble Fee $ Structural Review $ TOTAL FEE NOW DUE $ i .(4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." AdA- 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 co of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject ts, ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection /.9 ich occurs seven (7) ' ys after the building permit is issued. In the absence of such posted notice, the inspection will not b pproved and a reins ec1' n fee will be charged. Owner or :ent The foregoing instrument was acknowledged before me this r day of /pat. , 20/d , by Cats A +S / eAdel olikat! who is personally known to me or who has produced /(ea.) To 1.4 f As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: MY 0 x ° `< EXPIRES: AO J 30, t Boated TnNo48Y Underwriters kkk WNNNkF *kkdFkkb#*** *** * kkNNNRUkNdNb*** *** Signature Contractor The foregoing instrument was acknowledged before me this o2 day of Dfe , 20 /D , by e,Ari A *X.. 1-3"Pti who is personally known to me or who has produced X cl ag) 71d M as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY /� /©��°j"%-' Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Penult Application Form. Section A (General information) Master Permit No. ,, Process No. Contractor's Name H++ D A1C#4 (too F"M9, 'SOO lito -d i• 114C Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE I3 Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Reroofing ❑ Recovering El/Repair ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) .13A 6 ;, red Section B (Roof Plan} Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ❑ Maintenance Total (SF) 1` 3 - S1 L - • die FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Bectinn n (Steep Sloped Roof System) Roof System Manufacturer: LA ' at lod F lite Notice of Acceptance Number: 0"7; 0 to 1. 0 ! Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations_)1: - c,rs P2: ,7 0.4 P3: _00, 41, Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: "✓ : 12 - - • • • - . • • 11 1- d. ea \ Deck Type: ' J 00S– Type Underlayment: Insulation: Fire Barrier: Ridge Ventilatjon? I w�- N4 Mean Roof Height: 14 Pi Or Fastener Type & Spacing: Adhesive Type: —Mx 6c /t d 4 J 1 j 13 / v{ Type Cap Sheet: 0 Roof Covering: 13'4rsn-uJ4 (n cre Type & Size Drip air /4 tri t 416' Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Sectinri F (Tile Cak latinns) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations tit RAS 127" ` (P1: �• x), .11! =, ID. )7) - Mg: S•44 t Mrl a- O ' Product Approval Mt s-0 • 41 (1)2:1S-4 x x 4.7 O • % )-M: c• q t Mz J • •) f Product Approval Mf ca 47 (P3: u6 • xx x • 21 y)) - Mgc• u p = Mr3 A (• i3 Product Approval Mf 6 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mean Roof Height -+ Roof Slope ,f, 15' Mr required Moment Resistance* 20' 25' 30' 40' 2:12 34.4 36.6 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt: xL = xw:= ) -W x cos 0 = Frt Product Approval F' (P2: x L = x w: _ - W: x cos 0 = Fry Product Approval F' X L = x w: = _) - W: x cos 0 = Fz Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analvsis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aemdvnamic Multiplier ) Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M£ Product Approval • Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING