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RC-08-1194Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/26/2008 Inspector: Grande, Claudio Owner: GLADDING, GEORGE Job Address: 1189 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: DOOR SYSTEMS OF SO FLA INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number Parcel Number 1132050190100 Lot: Phone: (954)941 -1911 Building Department Comments REPLACE 2 GARAGE DOORS 8' X 7 ' ($4 Passed Inspector Comments CC IF NO ONE ANSWERS TO THE FRONT DOOR, PLEASE GO ON THE BACK OF THE PROPERTY AROUND THE POOL >/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, August 25, 2008 Page 2 of 2 OF5 cow., 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): 1 Roofing Owner's Name (Fie Si 'le Titleholder Owner', Address :A City �� U,(A1 1Ml_ State MOMIME JUN 3 O 2308 Permit No. PC 06- 1 ri+ Master Permit No. Phone #11.151.1)1...1 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # I1'32a'O)9 °0100 Is Building Historically Designated YES NO X Contractor's Company Nam. O t I 1 ' $ ne # ' 4 I mp y . %Ml� 1 Con u; tor's Address U U 0 lie ,. la',_�,�-/ - City to I/+L�a.� ' I,� 1 State Zip ��c300 Qualifier N. e f VI 1 t ®� Phone # • 941 .)61 1 State Certificate or Registration No. Certificate of Competency No. C i 7SO 12_9S Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1) Type of Work: Describe Work: ❑ ditiln ['Alteration Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition )orri GUS ' x--1 ********** * * *** * ** * ** ** *** ** * *` Fees :************ * * **** ***** ** *** * ********** * *** ** Submittal Fee $ Permit Fee $ l /`) O./ CCF $ I.20 CO /CC Notary $ Training/Education Fee $ 0 .40 Technology Fee $ Scanning $ 3' D Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 L.,-)'(00 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 standard$ 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. Sire 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 no be approved and a reinspection fee will be charged er or Agent The foregoing ' * . t - t was acck`nowl= • before me this day o � K e_: , 206 , byl J'ro f f ee. f "141j" q , who is personally known to me or who has produced Al G- • As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: /o (1/A0 le HANK SMITH n MY COMMISSION # DD601516 �,0 3 ! O EXPIRES: Oct.., . 'to-3- OTARY Fi. Notary Discount Assoc, Co. a_.,... n Signature C The foregoing instrument was acknowledged before me this x7 day of .7i-4* e. , 2000, by tWW /Y N. who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: p,YPV Priut: 1449/i <. v or r/I . HANK SMITH COMMISSION # DD601516 EXPIRES: October 03, 2010 Discount Assoc. Co. My Commission Expires: /-4110 3 the /0 - ��A�SRxe�xsS�t•� 3�# �tr+c+a*���u��d..�.��,� -:. a r* �- n- n-...-.,--. a��.- ...a,F- o-�a- >.- .re- �,- •,�, -�.• -r APPLICATION APPROVED BY: 74//ze Plans Examiner Engineer Zoning (Revised 07/10/07) HANK'S PERMITS Exclusive to the Garage Door Trade TEL: 561 - 445 - 6179 * FAX: 561 - 477 - 5649 10341 Sleepy Brook Way - Boca Raton, Fl. 33428 GARAGE DOOR PRESSURES (Per Chapter 16, Fla. Building •• • FROM TABLE 1609.6.2.1(5) — ROOF ANGLE >10 DEGREES —150 MPH WIDTH 9 FT. AND HEIGHT 7 FT. = +35.6 AND -40.2 FROM TABLE 1609.6.2.1(4) - 15' M.R.H. - EXP. "C" COEFFICIENT = 1.21 OPENING PRESSURE = +35.6 X 1.21 = +43.1 AND -40.2 X 1.21 = -48.6 If 9'11 QPeniYb7 A -1 gf�•Z g ix 7 ! _ SUBJECT TO COMPLIANCE WITH ALL FEDERAL [512TE AND COUNTY RULES AND REGULATIONS prom Lev, (1 4 WE. /0V% • • • • • • • . • • • • • .. •• • imm-EvE JUN 3 0 Me BY: ...... APPROVED ZONING DEPT BLDG DEPT Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 1.1) or Door or Mullion Number Design Pressure Pressure Size Yes/No Yes / No Yes / No 4-/ G 3r sj a door- 07- 61fj$, 02. ( +) PSF ( -) PSF ( +) PSF () PSF 0'2 r 0k/0k/I'' Ala e. 5 A -. Csdrs door 0 .oq . <.02, Z , Z. (Z ft. 4 ' 5c7' N. 76-5 • .. • 000 • ■ • • • • • • • • • • • If • • • . • •• • • • • , • • ■ • .m. • • • • • • ■■ ■•■ •• • is • • ■ . •. • • — • • • •• • • • ..• • • • • • • • • • • • • • • • • • • • - • • • . + • • • • •• • • • • ••• • •• - '• • ■■■ • • • • ■■■ • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • MIAMI-0 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston- Salem, N.C. 27105 MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 wm ienlI u i codeonline,com • • • • • •• • •••• •••• .••. • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the,ICconstructron materials. The documentation submitted has been reviewed by Miami- -Dade County Product of Divi�ipn and accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade County and other }eas Wild , . • allowed by the Authority Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The 1VHami Dade"Cotmty Product • Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami 1)386 County)• reserve the right to have this product or material tested for quality assurance purposes. If ;3us proillittUr material fails to perform in the accepted manner, the manufacturer will incur the exifeMe f such lest Ong and the AHJ may immediately revoke, modify, or suspend the use of such product or material w41,in. • their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by IVEami 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Model 1200-D WeatherGuard Plus with DuraSafe. APPROVAL DOCUMENT: Drawing No.SFC-590-011, Slams 1 of 1, titled `Model #1200 -D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26101, last revision 05121/07, prepared by Amarr Garage Doors. Signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Miami Dade County Product Control Renewal stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Awe. LABELING: Each unit shall bear a permanent label with the manufacturer's nano or logo, city, state and following statement "Mani-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 enclarse:nt of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 01-1017.02 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07. 0425.02 Expiration Date: May 16, 2012 Approval Date: June 14, 2007 Page 1 Amarr Garage Doors. NOTICE OF ACCEI'I'ANCE: EVIDENCE SUBMI1v]±:D A. DRAWINGS: •••• • •••• • • •• • . •••• 1. Drawing No.SFC- 590 -011, Sheets 1 of 1, titled' Model #1200 -D WeathooGWl. Plus' .. • w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, .lesba w sion . 05/21/07, prepared by Amarr Garage Doors signed and sealed by Thoma4•E■ • . •. • .. Shelmerdine, P.E. •••• • • • • • • • .. .. • • •. .. B. TESTS: (submitted under NOA # 01- 1017.02) 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure 7 st null Unifir24. Static Air Pressure Test for a 9' x 7' sectional steel garage door, pcepased by 0••••• American Test Lab of South Florida, report # 0709.01 -01, dated 09/£3/131, signed • and sealed by W. R. Mehner, PE. And IL Hattem, PE. .. • 2. Test report on Evaluation of painted panels per ASTM D1654 & B117, prepared by Subtropical Testing Service, test # AMR-1, signed and sealed by M. Mosbat, PE. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., project 01 -034, dated 04/06/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: (submitted under NOA # 01- 1017.02) 1. Code compliance letter issued by Structural Solutions, PA., on 02/13/02, signed and sealed by T. L. Shelmerdine, PE. 2. No financial interest letter issued by Structural Solutions PA, on 10/01/01, signed and sealed by T. L. Shelmerdine, PE. 3. Protocol compliance letter issued by American Test Lab of South Florida on 08/30/01, signed and sealed by W. R. Mehner & E3. Bittern. E. MATERIAL CERTIFICATION: (submitted under NOA # 01- 1017.02) 1. Test report on Tensile Test from 3 Samples ATL 0712.01 -01A,B&C, prepared by Q. C. Metallurgical, Inc., report # 1GM -1038 dated 08/02/01, signed and sealed By F. Grate, PE. F. OTHERS: 1. Renewal Request Letter issued by Amarr Garage Doors, dated 05/15107, signed by Danny L. Joyner, Manager of Applications Engineering. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0425.02 Expiration Date: May 16, 2012 Approval Date: June 14, 2007 36 E 413II f 7 N a 1 t�}ffiS i ADJUSTABLE ROLLER CARRIER ATTACHED V/ 12) 1/4' x U2' MILT A NIT PTA BRACKET ATTACHED W/ w) U4' x 3/4' ICS READ SCEWS PER BRACKET TYPICAL TRIP FIXTURES N.T.S. 20 GA • LV. STUL SECTION S L.I0ATED AT EA. CENTER WISE A 7140140 V/ 021121.E SIDED TAPE IB' SCE • 2• x L0 (/B' 21' SEC, • 2' x 121/2' /10' )3T RETAINER 14013. DUIDXSAFE CENTER HIKE ATTACHED W (4) 114' K 3/4' HIEE HEAD SCREWS 24 OR 201 EXTERIOR SKIN SON POLYESTER TOP OP caA TYPICAL DURASAFE CENTER HINGE N.T.S. A STEEL TRACI( }Y ptA 0.78228 SPACES SECTION 14201047 END 1401 MANES HEN ICAD SCREW 142/4 OLOORKEE MUERWI /U U r HEX 44020 SCREWS 33/4• MAR. mom TYPICAL BURASAF'E END HI H.T.S. NAIL Y INSIDE ELEVATION 0,.7.3 LIFT HANDL 8 -700(5 SPACING SECTION 10!1241 >o BALL STEEL ROLLER ALL. TEEL 0 L 1D LIE LOCK ENCASES INTO TRACK ON =TN SUES B!8' KIN E4Dp ?111 C12IF28DNG TO SF= (SNAP LATCH OR MORE LO.N EVISAL BY INSTALLER) gg//B� kiery, RNA 13'* AU' r 13/16'4 x 3 3/881 0 02 GA. -911 R- INE G4/ (STEH1 -T5/6' - 111232)8 4L 42) U4' 3/4• HEX HEAD SCREWS AT EACH END STILE AND HEX HEAD SCREWCO HAT Y II 0224 SSC. S1RA• MS =Tram SRAC1127 270' 17824 ATTAOHCD V/l3) 1/4' x 3/4' HEN KAI SCREVS VEIN A 2RACKET SLIDER TYPICAL 3BBS SAFETY BOTTOM BRACKET 4.14 END STS WATTA 71 PANE... tp L0NCESI R VW x 3 l/0' x 1BW BACKER PLATE LOCATED CENTER 11068 ]iE1DND EA S/16' • 1. 0/2' LAO REV (1) Pot 'AT" 2110*Lr DOD JAMB AU CHMENT TO STRUCTURE Am 2 011 110 4511 1182" 4127 (110 ANH PA11WT -812 DA9C 8640 VERD3) INTO SILDN CFC+REE EKPANDED 00.407782E D2ULATION the U•D1T ONT. ALUM EXTRUSION M/ C01T, VINYL ASTRIIUAI. SECTION A -A (SIDZyJC(!} N.t3 1/4 -80 N 3/BIRACK SPLAI& FELT AND NUT POLYSTYRENE CORE 2' RACML 1H 1111 PER ROLLER 0011. 112811021 J4a2 372 SOUTHERN YELLOW TRACK MOUNTING DETAIL, RED) 0/ID" K S um Nam6. 21)8160 C' MOM nos T12K u' 66 (1 1/4' 16023411) y M 0 WAIOw / 11 11 2 4 12 8 0 02 2 8 11 12 8 02 8 1 ? NLS MN BOLT 0/O' R 4' swim 0' 2551 DSO TIW 14' OA (1 I/O' 8130220,0 K2 SLEEVE MOCK B/C x 2 -3/4' WAIDM g 020(1 21210 YON 1e' o.0( (11 1/4' BEEKIIIED H119/ROM3BT M (111120,1) 2/0' 11 4 0720,112 111' /I.0, 228 Hai 0r' as (2 s112.L��+�� TO CAW 8102 6{.R awe 252x2 0/S K 2-0/4' 0028212 s' rim 628 TKO 10' as (1 1/P 710211 1 K 0-3/4' 0740710,0 0' Aim B0>A, 12[ PARS 6 (A. 2124811 Ay LI. 04.0 1/4 0(12200011) 4204 N• 116.16 0* 11115 9022122141 W PROOE A BAN 423111310 121726 2I12MA000 OF flOm.Wt* 2 R 000118 117124' OA. FLAG BRACKET NW't TRAM AT 1148 LOCATE T1O �1 re MT H1ft 101 . it 144.' LAO PECK (1) MO* 014. k 1 -2/1' LMi SOLT ATTACHES TO AA111 AT EA. JAWS BRAC4l' JAN ATTACHED 14/ (1)1/4•_210 11850(4 • T & NUT VETS OR ON monticnugamo A Ewa TRAIN CONFIGURATION FOR 0'G' UP TO 8' TALL DOORS MTB JAMB BRACKET LOCATIONS MIN rU 1LJEIWWS1W 1 ©lIN1ZIMiMEgla11111E3 ErSIBIIIIIIIEZIIMCFIVAMMOINi EX2Eli Sidi iiNL.512Lf FL [5 181282411640 AND 154700 C LRID/rT l - 1212212, y 1 LOMB CR 3 DOORS NO y�, D� 291 SHA1ALJ224 K Q48 MTRF)E (14 RYERAA ANp 01187208 11170. 0' (451, p-b CAM TR/ 0$ 040* SPd. a DOM WM re 14121BM W 9F 00 BDO11eR0 AS 0(10.8. 1St pm)3-60Pr aR�- 121.23 NM N� C AC K( 222201 r`IVC' R-',ALW' 7.▪ 11 SEAL MINES •222721 W 788 L THE NERCO � S4 20200140 Be MU, I MO 111 iIL Cal • UNMOOR 114401 IO,[l,Sh • A, f2C ypA i "3173711123/111Th • 1 • N. NON WI OaD 7 "t6T OH' D0� C&TN Y7i N BOOB NTCP. 0. ffi' WAN iN"7 Waft Al pry 8210 0. 122112031 MICR Q 1.28 0. IKE t� TO 8210X8 Q C �I.1 OPT 4LL A HBICta1 • ^i ,. E, 2 . D OOa • IIM TyBSy▪ dp/aERt,, Tm 0,a m [-8 +A; ! E11112 0 4 atom, COILS A THE le NC 270020(19 ERN THE 20R8GR1FR 711 OMB MILS M111 MO =MY UN 8 MO MCE OF MC 2128 PMID.4 KR 622 020* OT 10,5486 + AWL 10418 B'6' ++ nECE= 4s - �fllANbb id7j(T ifSNW14S e3 1113141112 )1231.12 RN MOWS W 00 A ma v 8S® *0521 SIS 10 sr ONE SAS /07 9D 0' SI iE SEMI LOADS +82.0 PST -82.0 PST ••• • • • • • • • • • • • • • •• •• • • ••• • • ••• • • • ••• • • • • • • • • ••• 1 I&1 84450 R COURT 404^722- SALEHL 0,4 811 VINANNSIANI • ODES 1800 -D WeatherGuartt Plus u/DurnB*re 1 4t /anal, long Panel, and Plush Panel •; BT d, SAN: SAM suassus • 6 itE028 87 DAN: SFC- 590 -011 ODMFER 1TnIAS L SUE F.E. U: Si O0(892 0 2 1 (F 1 • • • • • • • • • •• ••