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WS-12-1572Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181380 Permit Number: WS -8 -12 -1572 Scheduled Inspection Date: November 14, 2012 Inspector: Rodriguez, Jorge Owner: TITCOMB, JOANNNE Job Address: 9301 NW 2 Place Miami Shores, FL Project: <NONE> Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DOI Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (164)636 -1892 Parcel Number 1131010150240 Phone: 305 -885 -8088 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed gi_11 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177601. No permit posted. November 13, 2012 For Inspections please call: (305)762 -4949 Page 34 of 42 iJ2zr2- H44 BUILDING PERMIT APPLICATION 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 Permit Type: JOB ADDRESS: BUILDING 930fxJL Z /Z N €aD 62 i7 itAy Permit No. •-p- Master Permit No. ROOFING City: Miami Shores County: Folio/Parcel #: / 1- 3 / ®/ - 0 / s 0 a< Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 142MCIV // r c©t-14 Phone #: 95V 23 2 —77 % 3/ Address: 930 f WU 2— el_ City: 1-1/41-/ / S h0' State: Zip: '33/ S Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 46( Asi 'f i C 4690(s / iJ C . Phone #: 3fl� ers -$ogg Address: gt SS lj j q City: /---1 1 ' 31`-9 / State: /G Qualifier Name: 1 (-49/--S / b r re A, S State Certification or Registration 9 Certificate of Competency #: e�000 /E 0 Contact Phone #: S/ �? VA— f / 3 3 Email Address: lo'5R4 -4C4/f rYC4 .J e9 OP - (01-> DESIGNER: Architect/Engineer: Phone#: Zip: 33/ 6 6 Phone #: g' g r s ®8 u Value of Work for this Permit: $ S / S— Square/Linear Food ge of Work: 57 1 Type of Work: ❑Addition ❑Alteration ❑New ilKepair/Replace ❑Demolition Description of Work: gel p% G',e4g- 600 r Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Double Fee $ Structural Review $ Training/Education Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ J 4.00 Bonding Company's Name (if applicable) Bonding Company's Address ,L) ,I`t City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State hi 4 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 FT .RCTRICAL 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 foregoin instrument was acknowledged before me this /CI day of , 201 •, by who is personally own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: JEANETTE RODRIGUEZ • = MY COMMISSION # EE 041801 November q`s mm Notary Under/alters Signature Contractor s� The foregoin strument was acknowledged before me this 1 U day of , 20 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expire ��{{ P�¢ "'• JEANU E RODRIGUEZ • '140: =.; n •4 MY COMMISSION # EE 041601 b;= EXPIRES: November 14, 2014 a:P J4' Bonded Thru Notary Public Undenwiters : ***** ***** ****** ****= 4** *+ x*+ x*• x+ x***** ** * * * **a:******•x****** ** **+ x************ *** ***** ******+x*************** APPROVED BY - Plans Examiner Structural Review (Revised 3 /12/2Q12)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Florida Building Code Garage Door Windload Design Pressures Report # DPR- 120710 -A -01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -10), Section 1620 for "components and cladding" (Exposure C), 175 mph ultimate wind speed for County. 0 AUG1 L.' Address: Brady Titcomb 9301 NW 2 PL Miami Shores, FL 33150, County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 60' 0" Measurement of Nearest Garage Door Opening to Building Corner: 1' 8" Positive Design Load: +35.6 PSF Negative Design Load: -42.1 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model am 8 (solid), 8'0" x 7'0 ", Approval # 12- 0125.19, Dwg # 103287, Windload Capacity: +54/ -62 PSF. Clopay Mod Q 94W ►(th opt. IRL), 8'0" x 7'0 ", Approval # 12- 0105.01, Dwg # 103547, Windload Capacity: +481 -54 PSF. The design low +wn above area are based upon the measurements listed above for "enclosed" buildings, and require that the ti,9" being installed meets the requirements of Section 1626 of the 2010 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware desi door, and details for installation are provided on the certified, approved drawing, as listed abo e Scott Hamilton, . Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 L 7/11/2012 J. s,c HAM, i',,, • .� % * :' N o 63286 .- *, — .at : cc: :1. STATE OF : CI, <v: 0. S� APPROVED ZONING DEPT DEPARTMENT 01? PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.uov /nera/ Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Steel Sectional Garage Door up to 9'- 0" Wide APPROVAL DOCUMENT: Drawing No. 103287, titled "Pan Door 9'W", Sheet l of 1, dated 03/03/2005, with revision 04 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 10- 0908.07 and consists of this page 1 and evidence page E-1, as well as approval document me tioned above. The submi r ed documentation was reviewed by Carlos M. Utrera, P.E. ' sC4e MIAMJ DADS COUNTY APPROVED NOA No 12- 0125.19 Expiration Date: September 15, 2015 Approval bate: April 5, 2012. Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103287, titled "Pan Door 9'W", Sheet 1 of 1, dated 03/03/2005, with last revision 04 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 05-0316.01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test,. per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Specimens A, B, C and D Clopay Model 94, 9'x 8' 24 gauge garage doors, prepared by American Test Lab, Inc., Test Report No. ATLNC 0827.01 -04, dated 10/22/2004, signed and sealed by William F. Wescott, P.E. C. CALCULATIONS "Submitted under NOA # 05-0316.01" 1. Fastener Attachment Calculations prepared by Mark Westerfield, P.E., Sheets 1 & 2, dated 03/03/2005, signed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of' Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 10- 0908.07" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 08 /25/2010, signed and sealed by Scott Hamilton, P.E. 012.612. t Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0125.19. Expiration Date: September 15, 2015 Approval Date: April 5,. 2012 E -1 4 2 '''1 1 MODELS CLOPAY 84A 94. 98. 1-194 (24 GAUGE) MODELS HOLMES 48 (24 GAUGE) MODELS IDEAL 4F. 4RST. H4ST (24 GAUGE) END Sias ATTACHED 10 13008 6014 BIIH PATENTED T00-1.-*,044 81E12*. ALL SECTIONS NAYS (a) =CMS AT 040 TOP AM) (2) &RICHES AT THE EOITOM OF EACH 03 814E END STILES ON 40' 60014002 4440E (4) CI1NC4DS EVENLY OIOWOUIEO ACROSS THE FACE OF 1140 SECTION. END MILES ON 21' MORONS HAVE (0) CUNCH49 MILT DISTRIBUTED ACROSS THE FACE OF THE SECTION. IMMEDIATE STILE ARE ATTACHED CORN T00 -1 -100 (70P 6 BOTTOM) 143 MERINIE SF�.E SN.E T PBL FOR 01 IIII01IfIImIIhh•IlIII•1! �� HINGE BEE INTERIM. EDGE PO02 (e0M LOS LOCIDION OF OPTIMAL NAL M IQ MAKDOOR WIDTH IY-0" SIOIMELBIADON REOUREIMOS OF ON (!!t� °/6• Dm FORCED eaRF TOM SIZE VOLT LOCK OPINES LWOUT OF FACE t FOR m44 18 END STILES ATTACHED 10 ODOR 81400 YAM PATENTED 700 -1 -100 81STML AIL SEC5ONB ME (2) CLINCHES AT THE TOP AND (2) CLINCHES AT THE 001T001 OF EACH ENO 8041E. END STILES ON 10' 88011053 WOE (4) CL0103 EVENLY D(LTRRUTED ACR005 114E FACE OF THE SECTION END STILES ON 21' SECTIONS HAVE (e) 01MOOS EVENLY 0051RRUR0 ACROSS THE FACE OF THE SECTION. INTER/1E0mM SINE ARE ATTACHED 84111 100-1.-LOO (TOP 01 001MA 003 URETHANE SEESEagaEE1125411 ARV D LOCATION OF 011110161. &MS. MAX DOOR GEMS - 0'-0• . OBERT. 02020 EN0 04440 V 00040 E 800 00440 ON EACH ®E OF DOOR. EACH 0200 141200100 10 00014 JI(StOE BIN • EMT JAMB TO SUPPORTING STRUCTURE ATTACHMENT EMT () ALL THE LOAD EROS 114E DOOR IS TRAN0TEINE0 TO THE TRACK 213 THEN FRO4 THE TRACK TO THE 288 SOTTICPL SYP (GRADE 12 CR 61004 SETTER) JAM83: NO LOAD FROM THE 0008 R TRANSFERTIED 00 lO THE NOR¢ON 40 (WP) /MEL 2J ALL LIMB FA6Rt@A4 MAY BE MUT NOT REOU01E00 COUNTERSUNK TO PROVIDE A FLUSH AtONN10 SURFACE. A 1 SMESE 090RFA904 FOR 2414D LOAD WAS 24� USED N TIKE CALCINATION OR ALLOWABLE LOADS FOR 21403119 PAID FOR STEEL. CONCRETE AND MASONRY. �Q0R�M�BUIWIN� 811(0 %MS OF BOOR OP4NN0 SHALL BE TRAM SCUD ft/ NOT LESS MAN ((33)) 218 PRESSURE TREATED L mME Fmmut eraseS�N &NOORM ((11,)).. 0100 to W8 10001FO01040 10 TIE BFAMB. - . - BLOCK WALL OR CONCRETE 2x0 BYP aRPDE 2 OR B0TEd4 3800 4000 07011.8E ANCHORED TO GROUT &CON WALL OR D0�BLOCK 0EL20 SHOAL 00 FILLED MTH CONCRETE 0040 300 Row 0143 NO INTO ME FOOTING AND two TIE SENIB. N). 0040 0 et CO487NOUS 000U THE TIE BEAMS TO MOSSO PER BLOCS PALL OR CONCRETE COMAE SOCK WADS AND. CONCRETE CO.UBNO TO BE 8000400 BY THE BURS418. MOM OR 148C0100T OF RECORD.. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENI (NOT TO 0E USED FOR M7AC0ENT OF )RACK 1016p000) 8.75'1 7s• (4) 1/4' DIA. SELF TOPPING BIGIEtl'8 E- (4) 114 TESTED PER REOGRIGNINIS 610000 12.1 Lock Arm maw HAVE tve FOR MI WEIDE GMT MOD LOCK LOCK TOR Ov000.) DOOR REVISIONS REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 03 8/2010 SH REVISED DESIGN ENGINEER 04 1/2012 SH AFFIRMED COMPLIANCE WITH 2010 FBC TABLE 1 DOOR HEIGHT 1(71:41 x00 Li 11Ci1CSiltlEflI111 lliiE IYiiDINIor>♦ tYSiz]Efr7iii iIY)i-i�I)Y)Ni� •ewAO en ono O.00w•I0w 14 M ONO HNOF 10 OA 000441ITOOIE HMG STOP 0BCUER � Sus) 18 0A L04) PAINTED SOIL 03 SSE. FACT SD 14FASURF9 2 -5 /898'. 20 0A PAINTED STEEL NM1R EACH SOLE NPAWI002 8 4200. 04.0 04500 )RACK WOOD (SCREW 440 8 1 -1 Y Guv. 10 am14100 ERACKET B AMMO RUT * IWO1E 4' 2008 6. dAMB CONUGRA150N UEO�4.0CK 609 02 O 0ER DISTANCE SEED. C (HDLLOW 00 L• (1-1/4' EASED) RW TAPWN CONCRETE MOTOR (2 -1/2' MA O&M 0-0/0? L_7:_10IIIL .L:aT:0011 �•L1 I IY A!ii K,LIS ERELAttoLSI OIL 61(L'TJLLCi(' 4MILGE:.... L SW3(it C `. 4 IL I' . IL'1. II. - '71 j �•.L�fYN1. Y�C11CA 1PF [444 iI,1E C n I/ 11('9.4 Y ?e 1i'S 7Gi RIL7G3i I .>� IrE1FI1ii'tiFAC'df_GO11,7 17(i��•a'/31.2,Cl.IPIMPFLITTIS :[3u C'RTI�Ii:L21r1..u5GDP - NatiltaK/S0RL1Y WBTPLiO 4f1 LF LI A9 AS TH UN0Pi1FI0HTCIN CENTER 0910400' 00Po20NYN. TRACK SUPPORT BY 0008 10144.IER (Ta NUR) COVER RAM TOR DOORS 000 6' *A * U0/ 3/C ■ 200. &TAC$0 TOM 2 1 4. 1 3/4' SELF TOPPING 3 OA 00.0. STEEL MAO BRACKET. 004 FASTENED TO 8000 JAUB 44100 (3) 0/10021 -1/2' W000 LAO SCREW N3 TO TRACK W0H (2) 1/4 - 2083/4' BOLT 6 NUT. 000000820J0411400 2' CALV. STEEL )RAC( OMSK BT miss) SCE 008120NTA1 O@/ODiNIN ItSm Ai ErtiTrff1 1 k:i &IA CKS bl IIE6r'VI BI i lL1i[!iilOe A./CM Ikbol 31 F• !Ai WANEl({.11111L70 rla0ce0e.3r1r x(rWr[ srrae ESGi G.111l3ri i taw mum ed7i0iar unat )1FSIk1 N[)il I4 ar.E1+10 E C,IdIL +MRS rid NT.i WI. I..11eeI El1N17 UC3IL11413rLli Nii•lllSC.JiL1l0 (L)C11 fYY t3IFd N(ii ES1i!'3ii1YIv TlQ" 111761 E TI LISTOMMO MTLIIIIM IIKOW FICmsT.riirMYLtralso71 ncr.. lil'12 flail F'.L C.TYCV IMMINP iR'i22 tifRTti' FTC la iiF6PFY LITiETiRH•'iiiRi 11P. 2- 1/2112 00. OM.V. 6181. TRACK BRACKET. 2.W som LaAO F71 0008) . ` 1 . mrian Nom. THICK 3070.ON A -• 2 al PAM smo. TOP 6AU0 e -In' 1 t v *0pD BNG;t 4VGO &OH MOW MM (O 1/411/2 BW1 MD 11119 PEA OW00L 1{ OA SHOP Ll^ J081B. BM 001100RTNO STRUCTURAL (M@08 SHALE EIE D ®4329 8r A 420810100 PROFESSIONAL WONf0 FOR 932 LOADS _ 61320 ON HMS OFAI@D. - 18 OA. CM% STEM INTER. I FACT llt 90/0 e4lEET 1@!N.'BGREWS. lox 59111¢215 INSTALLED 0H EACH ROVER ca V,SIEU. END END 81488 W44M00RRR4 E)GR) g/5 d SX f &au 6 (4) scam 2• STEEL RO(PA (1- 13/i617/.61a -i /4•). 14 4 *_I�>�TJC'1ACVIs0)n 8006 CDds1M1Q1 tle FlodaN Mamma I40 COMO Unless Stated 0lhe0dse TOLERANCES ere .0 0 41.031 .00 0 41.015 .000 = 41.005- ..000 41.001 Degrees *1/2' Url:eso Stated Otherwise 00t00000NS ARE IN INCHED. 1/4• SELF 500098. 3• TNT. 8 20 0A ITALY. PER MEM,. TWO U-BM2 EACH U -(J.IL 07/00400 8110/ 1/{ 2ELF 7WPEV0 AT mai CORERS 02 0242 smote STU.E 00200(. 13 040. CALV. STEEL. BOMA 0RAC9{ET (2 -3/414 &TACIOD YMTH (2) 11416/0' SKEET 0008*. ALUMNUS EXTRUSION R VN8L 19PAi11ER2T0P. PLTSNUN ATTACHED TO SE011011 WITH 18 • 1/2' SOLE TOPPING SCREWS AT 21 -1/2' 00. MAX DESIGN LOADS: +54.0 PSF -62.0 PSF. MI CIOPay 0)) Cadre Boulevard • Products Ccmp°Oy - Fax Re. 5 3-770 PART NO.: N /A. CI.DPAYVINDLUAD RATING W8 DESCRIPTION: PAN DOOR 9'W +04/ -62 PSF DRAWN 8Y: RJK DATE: 04 /07/04 SCALE: N/A CHECKED BY: SH DWG. NO.: 103287 DATE:. 03 /03/05 SHEET 1 OF 1 VER. MD DWG. DPI SIZE Y