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RC-07-1542Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/13/2008 Inspector: Grande, Claudio Owner: GOURMELON, ARMAND Job Address: 460 95 Street NE Miami Shores, FL 33138 -2730 Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number (305)757 -5398 Contractor: JC ROLLING DOORS CORP. DBA/ PRESTIGE GARAGE DOC Parcel Number 1132060140450 Lot: Phone: 305 - 364 -5999 Building Department Comments REPLACE GARAGE DOOR 001 "16 Passed #7/ 19 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, March 12, 2008 Page 1 of 2 rGra) '',14 '' � Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building 11j E-001V T IA JUL 2 4 2007. L �Y: �m- mamseemo Permit No.'IJIJ if /54 2- Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) CO (J /r %r% e /D Y� In2adphone# Owner's Address / 4/ `5 City /am/ OOYe$ State - Zip 3 3 1 c3 .30," 5 3 9p Tenant/Lessee Name Phone # Job Address (where the work is being done) (o 0 /V' E '? 5 / 12 dr City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 33 g Is Building Historically Designated YES NO X Contractor's Company Name PreS /! q P 3ct ray e Uio"r Phone # 3c 3 6 V(1.--F 9 9 Contractor's Address / sit/`/ /96 City / /3 /U/f State L Zip 3 3 / 9 Qualifier Name .,% 60 e/ / / /-j 5'a_ Phone # 36 Y s% 5 State Certificate or Registration N. ©D 6,5 DD /c2 3 Certificate of Competency No. P Y Architect/Engineer's Name (if applicable) Phone # • Value of Work For this Permit $ 6 ID eV Type of Work: ['Addition Describe Work: /a Square / Linear Footage Of Work: Jj Iteration ['New Repair/Replace D Demolition Submittal Fee $ Permit Fee $ 110 Notary $ e Training/Education Fee $ B . 0 Scanning $ 0° Radon $ DPBR $ Zoning $ CCF $ 9 ( 0 CO /CC Technology Fee $ ..75 Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 101°30 See Reverse side —* 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 pe < which occurs seve days after the building permit is issued. In the absence of such posted notice, the inspection waved and a r c ao will be charged. Signatures Owner or Age Signature Con . ctor The foregoing instrument was acknowledge ore me this ( The foregoing instrument was acknowledged before me this o24 day of .Jib)e,2007,by f rnfu� �O0 riro>1�, day of �0 ne , 20Q , by %l'r)'D who is personally known to me or who has produced who is personally known to me or who has produced —I-C) We As identification and who did take an oath. OF it. My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) as identification and who did take an oath. NOTARY PUBLIC: —' Sign: Prin My Commission Ex es�'`"J• Penny PaMib • My Commission 0@226852 7 1/9 Plans Examiner Engineer Zoning Florida Building Code Garage Door Windload Design Pressures Report # DPR- 070713 -C -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 -02), Section 1619 for "components and cladding" (Exposure C), 146 " -. iami -Dade County. Address: Amaud 460 N Miami Garage Openin Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 30' 0" Measurement of Nearest Garage Door Opening to Building Corner: 2' 0" Positive Design Load: +41.3 PSF Negative Design Load: -46.1 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 84A/94W8, 8'0" x 7'0 ", Approval # 05- 0316.01, Dwg # 103287, Windload Capacity: +54/ -62 PSF. Clopay Model 4300/4301/4310/4400 /4401 /HDG /HDGLW8, 8'0" x 7'0 ", Approval # 03- 0430.03, Dwg # 101703, Windload Capacity: +48/ -60 PSF. County 1 AI 2 4 4200 {;e BY :— (4.— -- — —. The design Toads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2004 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 buiding or home at the designated location. The "structural interface" ofthe 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 designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. Scott H Elton, P. Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 7/13/2007 SUBJECT TO COMPLI CE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 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 www.buildingeodeonline.com 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 (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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: 9'- 0" Wide Steel Sectional Garage Door. APPROVAL DOCUMENT: Drawing No.103287, Sheets 1 of 1, titled "Pan Door 9" W +54/ -62 psf' dated 04 /07/04 & 03/0305, with last revision on 08/2005, prepared by Clopay Building Products Company, signed and sealed by M.W. Westerfield, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and appproy 4ate by the Miami -Dade County Product Control Division. • • • • • • MISSILE IMPACT RATING: Large & Small Missile. •.. • • ••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statean{lfpilowing • • statement "Miami -Dade County Product Control Approved or MDPCA ", unless otherwise noted hereto. ; .. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has hen po change in t1 e 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 c io gr.ip the mateji:alsa use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pro&1udt• fjit sales,. • ; • advertising or any other purposes shall automatically terminate this NOA. Failure to comply with an% %taipg of this NOA shall be cause for termination and removal of NOA. • • • • • LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door papel under • Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested accoi'dipg tQ AST1VM8 by a Miami -Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the• • manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 39,500 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance. 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 consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Candii . Font PE. As /6 NOA No: 05 -0316.01 Expiration Date: September 15, 2010 Approval Date: September 15, 2005 Page 1 Clopay Building Products Co. A 1. NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Drawing prepared by Clopay Building Products Company titled "Pan Door 9 "W +54/ -62 psf', Drawing No. 103288, dated 04/07/04 & 03/03/05 with latest revision on 08/2005 Sheets 1 of 1 signed and sealed by M. W. Westerfield, PE. B TEST 1. Test Report of Uniform Static Air Pressure Test per TAS 202, Large Missile Impact Test per TAS 201 and Cyclic Wind Pressure Test per TAS 203, on "Specimens A, B, C, D C 24 gauge painted galvanized steel garage door, drawing # 103287 by American Test Lab, Inc Report No. 0827.01 -04 dated 10/22/04, signed and sealed by W. F. Wescott, PE. 2. Test Report of Tensile Test per ASTM E8 on 3 samples ATLNC#0827-01-04 dated 11/16/04, signed and sealed by F. Grate PE. C CALCULATIONS 1. Fastener Attachment Calculations prepared by Mark Westerfield PE, sheets 1 & 2 signed and sealed by M. Westerfield PE on 03/03/05. D QUALITY ASSURANCE 1, Building Code Compliance Office E STATEMENTS 1. Letter of Code compliance prepared by Mark Westerfield, dated sealed by M. W. Westerfield PE 2. Letter of No financial interest prepared by Mark Westerfield employed py(kypay • Building Products, dated 03/09/05 signed and sealed by M. Westerfield'1 • • • • • • • • • • • •• •• • • • •••• • •. . • • 03 /08 /QS•signed and.... • • •..• ..... E -1 • • • • .• ... • ..• • do F. Font PE. Sr. Product Control Examiner NOA No 05- 0316.01 Expiration Date: September 15, 2010 Approval Date: September 15, 2005 - TOG -L -IOC (100 0 80110) AAm .FE1NA4 AOMESIV E AMONG CENTER). • SEE STUE TAME MR 011'. • Il�fllrnfl ll L 4? ii�i■Fi IIU1-01IIUIIII1-0III�IIIE .Sven. or 0000 .001 (W01AIDee Di 02 NAIL DOOR 0070 - E-0- 00¢211' ELM • 5WP LOCI ENGAGES 0100 2001*14 1RWt 01E SNAP L20( ON • ECM 500 Or 00010 00441 510E 0210 MN011 STILE 0105 ®C [nT - 211Ri0�� • Mmes: 1� l2 LAD FRU TIE DONS OW61FARED 10 THE TRAK NO TON FROM THE TRACK 1O APE 2re 501100 SYP ' BETTER) *1185. NO LOA ARAM 111E DOOR 6 TRANSFERRED TO 104 *000IIAL (700) AIM • 2) ALL @MB IMAM 120 BE (001 101 RESIDED) 00001 lO■ TO PROVIDE A 61101.1 IMENT 0 S01SAC . - 3) A t/J 310YS 44x:0554 FOR 100 IOW w0 lm O5W N 1TE rens.00= OF AL OEIB 11 LOADS FOR MAILS AND 020101002 FOR AEA 0.0014 AND 1040104. L0A BAR ' ENGAES w TRACK EA., � OF 0001 O0 1010E SEE WOOED. .000 . 4 Love MM. Mom • so. Two Men 0001 as aCA • ass mo Cs H vs 201 LOOS WE 5/. • FORKED 000 NN Leal IAN mo eame SLOE Boa IAN oPoon LI= RIR AM 106 -1 -1440 (TOP s BOTTOM] AND UNET WEE NMESNE (6.0.1 CENTER). • '�SFE SIRE AKE FOR OM Millrallli-71111071 �r'ialt�a 1II1=IIIII11=IIIII =IIIIII11MIIE �1111��Imt�1111 111 i�`•0F■� ir�Fi`r1�Rr2 'II�IIIII�IIIililllli!illl tip (ID IN 10WP Or EMMA AUL 4401 ARG00ia11) OAx. DOOR MTN 0' 0' 12110 • END BOLT LOCK 0000115 316E RDO VERBAL AAA ONE ROCK ON EAC1 SCE GP WON. 1101 LOCK 50150'.40 TO DOOR lays,_(?) 1/413/1' 00116 �8. VaLamos SOIL JAMB TO SUPPORTING STRUCTURE ATTACHMENT ' W00)) FRAM B I REIN S 5440 WA. 04 ODOR 0PD01G 50111 BE WANED SOLID Br NA LESS 710511 (3) 200 PRESS M • TREATED 510 (ORAOE /2 OR B111ER) WOOD 51005 OF A STRESS CRNE NOT LEW MAN 1200 P51 • TOMO Px10NE FOUR 51055 el BE0000 (1.). SAD ROLLS TO BE C VELOLS /R ON 400140 TO BANS BLOCK WALL OR CONCRETE • tae AP CRAW 41 OR BETTER) ROOD LA0 WALL BE 2101000 TO CROW REWFON 10 BLOCK ROLL • OR •110001E CODIN BLOCK WALL CELLS 50111 BE FILLED 100 0NC01E AND *0000RCEO 01011 RE00210 Bra EXIi10NG INTO T.0 400700 A0 INTO TIE BOON: Al BARS SHALL OE CONI0CCU5 • FRO@ TIE 10 SEWS TO F0004 PER B1DCK ■ALL OR CONCRETE CAL. . WOK ROLLS AND OOAC00 CA005 TO BE 005040 BY THE 0044110 ENG06A OR ARM EE/ OF REARM • 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT,' (NOT TO BE USD FOR ATTACHMENT Or WALK Rte) 2.75 1- 7.5' LEA 1220.1 (MON *0001 ms BOA - BOOED MP HeR0i 111 : 111 211 100.9 I0d 8(B' MA • me. ENA1.1,1. LOCK �00 BoL1 LOA OPIQ6- ALE WOW R ■MN LOOK NR 040054. • (4) 414 SUET PEAL SCREWS TABLE 1 / DOOR NE1UNT EY)•(•)1uC•5i•11•1111 mlrna • sp as my Or KW Sr NO 2.25' I 1• 75. (4) 1/4' DP. SELF 7201)04 ScBta 1�9E i 15 r4•0050Y00A01 Na 02 O0. OIL). HER TRACK X100 /4/0111 -1 WOOD LAG 51101 PM -- ��S• 18 G 104 PANTED STEEL END 510E • EAC4 030 010E REALM. 2- 55/B1r. mac222 88��GE0EIAYY��FF'' PkkPA ''MM11E-- DSIEEI. MER TEE. IRE IEAL%S 21Y'.i EI INK r GA111. STEEL 1180. ONO' 111... FASTENED TO TRACK EMMET2& MN MOOT • ATTACHED WITH 084E 1/4•- 205/8' • BOLT s NUT OR 110 4 /4' R STS. • •• •• • • • • •• • • • • r... 0R 110E 0 1WOPAREOP • 0 R DSTMri • • STEEL 1 0E Y" /4' r r (1 -1/4' E10E0) 01 TAP Low C0NCREIE AN000 (2 -1/2' 401 ENE 06010) + ums. ' OD. • IV LZ__K ErLRi■ l513,i 1",130:17F MN El= ■ ,45pri;yi02/16112 �� Erra•1......V� E/0.20 6E7L.' JIliB a.:.:. LL N»- E s. A FL !RS/ 4= : • �L..� Varna tII7rd-.1J1? 6rti■'-'!_:.!-Y ,14E ' s ,YY.iM ^'•1`••■ 1071401 M00R/SCR1 0S)N1ED T IEAST AsT.SOOR1 A9 THE NAC0• MSCIKTW 041100 0511 04.' • • 4 • N 005(`5 m 5451 KIs 4001 /145/39001 0001 904/5. a; PoStea T MACLEO OK ERA ROLLED • rA GALV. STEEL ENO 000E • 171411 SakESsjya ESAM0 . 01.02 SCRIMS. •SW +Aim (1- 13/15'u /00.11 -1/17. • • • • •• • • ••• • • ••• • • • • • • •• Due NOAH • • • Nivtgen • • • • • • • • 64S SL 3 6A. CALI 51E MA BRACKET. EACH PASTA. TO 1000 .0003 ATI (3) 5/10'•1 -4/2' 1000 1510 SCREW AND TO ACK • 100 (2) 1/4' -26J /4' BOLT a Pan. • • 2' OAW. STEEL. TROD. 15 500405 5E0 ED S ® MR =ANN 4r1(1E . 111111 . E'11M SS RAMAk it ■CrLAILW ruE.•'ra r1s■� F:dALrFSrA Im•F3i4.1.0v 6211F�+FEria i I MNFAI die MAID JI115rrr IEIMIL J IF 111400 Fes)• LL:hl F.)SR]4 Q•71.1J• ■. 'L� 41■ 0 3 1116,1411 iE)Q�/ � F'31'7i �f•Si F9 F'i f %9 FO �.Ti 132 2- 1/1.12 CAL CALK. 5140 TRACK To MO SWAM MO WO. IMMO (o LOAD 00 DOOR) MN. Nn Or FAS100RS PER APE 221 WRI.0 a@.B SOP nwm�� OI EMU • 540 u1) .Ans. BY A 001000 PROFESSOAW. 5000 i FOR 1110 LOPZ5 SPAM ON TICS 00104. • POTIARATIN Or MAR Rr 111(1105 Uses. Stnt.@ 0110/0108 TOLERANCES are .0 m 2.031 .00 a 0.015 .000 a 3.005 .0000 2.001 Degrees 0 *1/2* Unless Staled Otherwise 031ENS10■00 ARE 03 WCNE5. 1 f- 2 Ord( • A 211 arm • P- `1,g,A,l, _noolm 1/4• m ..5011°21 A.T. • fAsie Dal 1.21. 1G EC •• 0010*17 10 END • 41(4)1/01505 - 13PPM SORMS. r TAU • 20 AL 001». • STEEL 0 -BAIL 100 0-BAS PER 04000,_ • EACH (SEW TAPP. AT EAL14 EM � NOROO. BIKE AND . 43 G GPM STEEL BATOR 8051707 (2- 3/4117. • AresED0 8411 (3) 4140 /01 51.1 0E1.01. 50415. ALLAOOA 41151&00 A W &I 10060161101. • ALUMINA 51140044 TO SECTION 010 40 • 1/2' SE. AMMO SCRE15 AT 21 -1/2' 0E YM. - DES. EMMA NAM 1ESIWIRD. 0.E • 4144205 PE 1118195. NC PE 423811 TEAS PE. 01513 • DESIGN LOADS: +54.0 PSF -62.0 PSF. • c B PART NO.: N/A =gluey 8 °5131 - CLOPAY N LOAD RATING A BN240 ProRAts Fax No. 513 - 770 -4853 8 DESCRIPTION: PAN DOOR 9•W +54/ -62 PSF DRAWN BY: 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. SIZE ••• • • • • ••• 3 • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • ••„fith. • • • • • • • • • •• •• 2