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RC-08-523Inspection Date: 04/07/2008 Inspector: Grande, Claudio Owner: PEREZ, FELIPE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 735 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BROTEN GARAGE DOOR SALES INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number (305)758 -6056 Parcel Number 1132060141990 Lot: Building Department Comments GARAGE DOOR v Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, April 4, 2008 Page 1 of 2 3i(D� a, Ov `�^, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. f c,Z-5�. Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle)- Building Roofing Owner's Name (Fee. Simple Titleholder) V.E� Owner's Address 735 6- Q 4, City i'1 toak, S \o r State -.F. t Zip Tenant/Lessee Name Phone # ,53 MAR 2r `i BY: G` *oe ®a.mom Job Address (where the work is being done) 726 /% q `t s+ City Miami Shores Village I County FOLIO / PARCEL # I I '32o c i 4 - Ma Is Building Historically Designated YES NO V Contractor's Company Name .i(a -i-E4 aAr 6 T10 ' Phone # Rs4 - 9TH 53 Contrac or's Address ���® B B. °C"e'tt�i.� A �c • City MPs�/l5 BF-AC-14 State F.1 Zip 2.566? Qualifier Name GS6:11.1,Q 15 Phone # C1,54 -C eg T5 .5-' State Certificate or Registration No.C(1. 151 4 10.3 Certificate of Competency No. Miami-Dade Zip ,..11 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /53 9'00 Square / Linear Footage Of Work: Type of Work: ['Addition Describe Work: ��pp ��teration DNew /247 e Repair/Replace ❑ Demolition * * * ***** *****: ********** *** : * *** ::**** *Fees************ ******* : *** * * *** ******* * **:x ***** Submittal Fee $ Notary $ Scanning $ Co •0D Bond $ Permit Fee $ Training/Education Fee $ O' 4 Technology Fee $ oG'10 I/0 !- CCF $ 1 40 CO /CC Radon $ Code Enforcement $ Structural Review. $ DPBR $ Zoning $ Double Fee Total Fee Ndw Due $ MAR 2 8 2008 56L3 - r )' v 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 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." whose property is subject to attachment. Also,, a certified copy of the recorded notice of commencement must be postaitnejoste for the first inspection which occurs seven (7) days after the building aY .ft g permit is issued. In the absence of such posted notice, the inspection will not be •. proved and a reinspection fee will be charged. Signa Owner or Agent Contractor T h e fore!. ■ . ' .. instrument was acknowledged b e f o r e me this _ The f o r e g o i n g instrument was acknowledged before e thi 4 day of 1 Ir ,, 20 OK by d ,, ��� , ay of e ,20 ®� ,by t���j 1/6 who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Sign. Print. My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 70 sr _-Plante F_tin. r Plans Examiner Engineer Zoning Florida Building Code Online BCIS Home 1 Log In 1 Hot Topics! Product Approval USER: Public User file:/// C:/ DOCUME-1/ Ii7JLOCALS- 1/Temp /fbccoverpage.htm Submit Surcharge! Stats & Facts! Publications! FBC Staff! Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report FM$rida Ucense Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code of 4 FL4913 New 2004 Approved Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770 -6062 mwesterfield@clopay.com Scott Hamilton shamilton @clopay.com Exterior Doors BCIS Site Map! Links! Search! , iqe MAR 2 5 2]O LJ F3 LL G DEPT SUBJECT TO COMPLUAN 1 Wl i H ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed FloHda Professional Engineer Evaluation Report - Hardcopy Received Gary Pfuehler PE -49850 Intertek Testing Services NA Inc John E. Scates, PE Standard ANSI /DASMA 108 TAS 201 • +I'AS•202• • • • • • • • • • TAS• 203 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• E_ • W • ,• t,•: O . • S • • •• •• • • • • •• •• • • • •• •• ••• • • • ••• • • Year 2002 1994 1994 1994 7/13/2007 7:30 AM Florida Building Code Online a of 4 file:///CIDOCUMB-1/liz/LOCALS-1/Tempaccoverpage.htm Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 07/27/2005 08/11/2005 08/13/2005 08/24/2005 Sommag of Products_ FL # Model, Number or Name I 4913.1 W7-09: 84A, 94, 98, H94, 48, ' 4F, 4RST H4ST Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- I Other: 1) DESIGN PRESSURES +42/-48 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOLI Y 1HURRICANE ZONE. Description Steel Pan (min. 24 ga.) Single-Car (up to 9'0" wide) WINDCODE® W7 Garage Door Installation /nstructions Verified By: fAvalmatiel \,PTID 4913 T 430QW8-09-Rev02.pcii.) PTID 4913 T 4300W8-16-Rev02.pdf PTID 4913 T 4300W8-18-RevOl.pdf PTID 4913 T 94W7-09-Rev00.pdf PTID 4913 T 94W7-16-Rev00.pdf PTID 4913 T 94W7-18-Rev04.pdf 94W8-09-Rev00.pdf 94W8-16-Rev04.pdf 94W9-09-Rev04.pdf FPA ResiModel Info Rev08.pdf Installation Manual Clopay EPS.pdf Installation Manual Clopay ShiplaP Installation Supplements PTID 4913 T PTID 4913 T PTID 4913 T PTID 4913 T PTID 4913 T PTID 4913 T Pan.pdf PTID 4913 T WINDCODE(R). pdf 4913.2 W7-16: 84A, 94, 98, H94, 48, 4F, 4RST, H4ST, 120R Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +1- Other: 1) DESIGN PRESSURES +42/-48 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide) WINDCODE® W7 Garage Door Installation Instructions Verified By: I Evaluation Reports • • • • )4913.3 W7-18: 84A, 94, 98, H94, 48, 4F, 4RST, H4ST = Limits of Use (See Other) 4 Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 1) DESIGN PRESSURES +42/-46 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 14913.4 • • • • • ••• Steel Pan (min. 24 ga.) 16'4" to 18'2" wide WINDCODE® W7 Garage Door Installation Instructions Verified By: • Evaluation Reports • ; ; W8-09: 4400, 4401, HU*, • • HDGL, 4300, 431Q, 4n1,t6: 67, 68, 11400, 1421.01,•11300, • • 11310, 11301 I Limits of Use (See Other) • • 1 Approved for use in HVHZ: : : : : Approved for use outside HVH2li: • • • • • • Impact Resistant: • • Design Pressure: +/- • . • • • :D:uble4ki:i Insulated (exterior skin 27 ga. min.; ga. min.) Single-Car (up to 9'0" *ide, WENMODE® W8 Garage Door • Ibrolastallation Igstructions • • I Arifieg B": • .• • • • *Evaluation deports • • • • • ••• • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • 000 • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 7/12 PIAN7 '7.'3n A WA' Florida Building Code Online 3 of 4 .file:///CIDOCUME-1/liz/LOCALS-1/Tempfibccoverpage.htm I Other: 1) DESIGN PRESSURES +48/ -60 PSF 2) i DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 1 4913,5 W8 -09: 84A, 94, 98, H94, 48, Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) 4F, 4RST, H4ST, 120R WINDCODE® W8 Garage Door 1 Limits of Use (See Other) Approved for use in HVHZ: j Approved for use outside HVHZ: Impact Resistant: 4 Design Pressure: +/- s Other: 1) DESIGN PRESSURES +46/ -50 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.6 W8 -16: 4400, 4401, HDG, HDGL, 4300, 4310, 4301, 66, 67, 68, H400, H401, 11300, H310, 11301 j Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: impact Resistant: Design Pressure: +/- Other: 1) DESIGN PRESSURES +46.6/ -52 PSF 2) DESIGN WIND SPEED MAX 145 MPH 3) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 4913.7 W8 -16: 84A, 94, 98, H94, 48, 4F, 4RST, H4ST j Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- DESIGN WIND SPEED MAX PRESSURES 45 M H 6 P 3) FOR USE 2) INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 1 4913,8 • W8 -18: 4400, 4401, HDG, HDGL, 4300, 4310, 4301, 66, 67, 68, H400, 11401, H300, H310, 11301 Limits of Use (See Other) Approved for use in HVHZ: { Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 1) DESIGN PRESSURES +46/ -50 PSF 2) i DESIGN WIND SPEED MAX 145 MPH 3) FOR USE ;INSIDE AND OUTSIDE THE HIGH VELOCITY 'HURRICANE ZONE. Installation Instructions Verified By: Evaluation Reports Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double Car (9'2" to 16'2" wide) WINDCODE® W8 Garage Door Installation Instructions Verified By: Evaluation Reports II Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide) WINDCODE® W8 Garage Door Installation Instructions Verified By: ii Evaluation Reports Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double Car (16'4" to 18'2" wide) WINDCODE® W8 Garage Door Installation Instructions Verified By: Evaluation Reports 4913.9 • • • • • • • Limits of Use (See Other) •• • • • •Iestan3tioA•Instructions I Approved for use in HVHZ: • • • • • • • 'Verified B ' Approved for use outside HVHZ: Evaluation Reports 1 Impact Resistant: q Design Pressure: +/- • • • Other; 1) DESIGN PRESSURES �5�/ -67 PSF 2) • • • • DESIGN WIND SPEED MAX 145 1,4P- 1•3);FQR GSE• :: • • • • • • INSIDE AND OUTSIDE THE HIGH VELOCITY • • • .. • • • • • HURRICANE ZONE. W9 -09: 93, 84A,94, 8., i 930, F tee P n (min. 24 ga.) Single -Car (up to 9'0" wide) 1194, 4F, 4RST: H4ST, 48 • • WiNrOCODFVW9 Garage Door ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • 7n1Mn117 7•111 QM Florida Building Code Online , file: / / /C:/DOCUME- I/liz/ LOCALS-- 1/Temp/fbccoverpage.htm of 4 [Back! INenctj DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 O 2000 -2005 The State of Florida. All rights reserved. Coovrlght and Disclaimer Product Approval Accepts: • MINE • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • ••• • 000 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• ••• • Al • ••• • • 7/11/7D/17 7.1n AAA EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evaluation Report # 4300W8 -09 MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in compliance with the following provisions of the Florida Building Code: © Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSI/DASMA 108 or TAS 202) IN Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, ref. TAS 202), 1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref. TAS 201) Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Design Pressures: +48/ -60 Test Pressures: +72/ -90 Description of Product: Specific Models and Technical Documentation: Model Test Report Drawing No. Comments 4400W8, 4401W8, HDGW8, HDGLW8, 4300W8, 4310W8, 4301W8 ATL- 1112.02 -96 101703 -Rev06 Low head room track approved per HETI -03 -1340. 66W8, 67W8, 68W8 ATL- 1112.02 -96 101703 -Rev06 Low head room track approved per HETI -03 -1340. H400W8, H401 W8, H300W8, H310W8, H301W8 ATL 1112.02 -96 101703 -Rev06 Low head room track approved per HETI -03 -1340. Installation requirements: Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing referenced above. Certification of independence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay Building Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteria of independence as stated in 9B- 72.110 F.A.C. Signature: Date: Gary Pfuehle ,,, . E. Florida P. E. No. 49850 ;7 ,7441 •• •.• • • • • • •• • • • • • • • •• ••0 00 • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • 001 • • • • • •• ••• • • • • • • • • • • • • • • • • [FLORIDA P OO D'47)' �'�'��M,�,L� 4213.4 • • • • • • • • • • • • • •• •• • • • • • •• •• ••• • • • ••• • • FILE: 4300W8- 09 -REv02 CLOPAY MODELS 4300. 4301, 4310. 4400. 4401. HDG. HDGL (UP TO 8.0" HIGH) CLOPAY MODELS H400. H401. H300. H301. H310 (8'3" TO 12'0" HIGH) HOLMES MODELS 66. 67 68 (UP TO 8'0" HIGH) 11' REINFORCEMENT PLATES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -IOC (NOT VISIBLE FROM OUTSIDE) • • REINFORCEMENT PLATES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -IOC SYSTEM (NOT VISIBLE FROM OUTSIDE) (2) INTERMEDIATE REINFORCEMENT PLATES PER SECTION ATTACHED WITH TOG -L -IOC SYSTEM (NOT VISIBLE FROM OUTSIDE) _ p • • • •* • • • • gm. DOOR WIDTH 9' Cr 01%110 ‘ELEVATION LOCATION QF • • • • • OPTIONAL jV{�E:'ITTb1E • S • UM • STILL MAXIMUM ITER NING: 80 IN' • • •TiPBCE 1 . • DOOR HNGHT NUMBER* OF • RESCRIPTION' 4300/H300 SECTIONS" 6'0" 0 7'0• • 4 KIN•. •. .. t, R! .. 7'6` 89" • 5 • 9'0" IE'6 "• 6 • 10'9" TO 12 0" 7 - LOCK POSITION (80TH SIDES) TWO POINT LOCKING HAS BEEN TESTED PER REQUIREMENTS OF SECTION 12.1 OF TA5 202. LOCKS HAVE 5/8" MIN. ENGAGEMENT. DOOR TESTED FOR FORCED ENTRY MTH 80T1 OUTSIDE KEYED LOCK A40 INSIDE SUDS BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK FOR DETAILS). SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT • *HOCK OPTION • •••• • 6x186 OTRER iR 0R 21 • • • • HORIZONTAL TRACK SUPPORT BY • • • • • • • DOOR INSTALLER (TO SUIT) 13 !A.•clid. STEEL FLAG BRACKET. • • • • ••■• • yy F EO TO 54000 JAMB WITH ( H x•�ffi /B" WOOD LAG SCREW.. ••- • • • (2) 5014 SECTI N. ATTACHED W/ TOG -L -IOC SYSTEM (NOT VISIBLE FROM OUTSIDE) - -►A =111 1lf -- I Till iii _`- 1 _. ur---- 1' -111 MAX. DOOR WIDTH 9' 0" INSIDE F EVL ATION LOCATION OF OPTIONAL VENTS MAXIMUM VENT OPENING: 80 IN' OUTSIDE HANDLE LHR TOP BRACKET 010510E KEYED LOCK ATTACHED WITH (2) LOCK BAR IOCKING 1/4 "5/4" SELF TAPPING SCREWS DOUUCBLE HORIZONTAL DOUBLE TRACK 1008 HEADR0054 OPTION THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD 15 TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE NDIE: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. 2° GALV. STEEL TRACK, TRACK THICKNESS: .060" END STILE LOCK BAIT GUIDE END MNDE WEIL DDTAILE KS LACK POSITION (BOTH SIDES) TWO POINT LOCKING HAS BEEN TESTED PER REQUIREMENTS OF SECTION 12.1 OF TA5 202. LOCKS HAVE 5/5" MPL ENGAGEMENT. DOOR TESTED FOR FORCED VOW WITH BOTH OUTSIDE KEYED LOCK AND INSIDE SLOE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK FOR DETAILS). LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED HANDLE TONGUE AN0 GROOVE JOINTS. INSTALLER MODEL RETAIL MODEL RESCRIPTION' 4300/H300 HOG. 66 27 GA. EXT. SKIN: SHORT RAISED PANEL L JJI A KIN•. •. .. t, R! .. 4401 H401 N A 24 GA. EXT SKIN: FLUSH PANEL 4301/H301 68 27 GA. EXT. SKIN; FLUSH PANEL 4310/H310 HDGL., 67 27 GA. EXT. SKIN; WIDE RAISED PANEL SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR END STILE INSIDE HANDLE 27 GA. MIN. G -90 (OR EQUIVALENT) LKILRIOR STEEL SKIN WITH BACKED -ON POLYESTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL SKIN. YIELD 28 KSI (MIN). OUTSIDE KEYED LOCK SNAP LATCH I DCK OPTION DOOR HEIGHT "L" B•• KET P . EMENTS BiliMegiatMilialil IMInimiiEIITaimiEflilleili - FimllIELI ®MImiMMEfirm - - MillaliELWAIIE SiELiIlAill - did '�E311d - - FIVAPliESUflESIId 82 - G1Q71.Ri9EEYLi1ECGMO_ IFIEVIDIA AIiT1iIMMd i WAIN 82 - B(ffl11FmEiml7md 82 - ilieri*I1:LRE1rlLif;910*liEii : •: EISGI(i• ENAIM Sid :2" 06" STOP MOULDING BY DOOR INSTALLER (10 SUIT) 18 GA. GALV. STEEL END STOLE (END STILES HELD BY HINGE SCREWS) 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16"x1 -5/8" WOOD LAG SCREW PER BRACKET. 2" GAIN. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 "5 /8" BOLT & NUT .QS TWO 1/4" RIVETS. BerAS2 FIR (6) TRACT( BRACKETS PER SIDE (UP TO K 12' HIGH). tV 5 9/2003 DG. 6/N 2400/2401: ADD 4141 DPOON 11/2003 ADD 28 09 19N. YALE. FOR SIGN 7/2905 UPDATED CODE MID FOAM REFERENCES SIUCONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR THICK 1.95" THICK, 1H DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. FOAM INSULATION I5 AN APPROVED FOAM PLASTIC (PER FBC 2612.2) AND MEETS REQUIREMENTS OF FBC /I8C 2803.4.1.9. (4) 814x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4" SELF TAPPING SCREWS 14 GA END HINGE 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) 8145/8" SHEET METAL SCREWS. SE.C.DO8_{JN a -A 14 GA. GALV. SIELL END HINGE. EACH FASTENED TO END STILES W /(4) 8145/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SEWS 3" TALL x 20 GA. GALV. STEEL U -BAR. TWO PER DOOR SECTION. ATTACHED WITH (6) 1/4°x3/4" SELF TAPPING SCREWS PER U -8A13. (2) ON EACH END & (2) AT CENTER HINGE LOCATION. 27 GA. INTERIOR STEEL CALV. SKIN WITH A BAKED -ON PRIMER AND A BAKED-ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 13 GA. CALV. STEEL BOTTOM ATTACHED WITH (2) 91405/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSDDP. 18 GA. INTERMEDIATE HINOF• • - 14 GA INTER. HINGES USED ON 24 GA. EXTERIOR SKIN DOOR MODELS I /'11 .: x. •1 ..4•• 21 II Ill .11 1 x3 LAG SCREWS 24 WASHER REQUIRED. LAG ON SCREWSE4MAAY BE iCOUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO- NOT TRANSFER -LOAD. VERTICAL JAMB ATTACHMENT (C -90 RI OCK OR 2 Q0 'SI MIN CONCRETE COLUMNI• 3 8x4 SLEEVE ANCHOR 60115 ON 18 -1/2" CENTERS (C -90 BLOCK) OR 24" CENTERS (2,000 PSI CONCRETE) R 1/4 "x4" TAPCON SCREWS ON 15-1/2" CENTERS (2,000 PSI CONCRETE). WASHERS INCUJDED WITH SLEEVE 18 GA MIN. GALV. STEEL CENTER HINGE ANCHORS, 1" 0.0. WASHERS REQUIRED WITH 1850065. F NE TO INSIDE SKIN W (4 ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) E CH g1D4x5/8 SHEET METAL SCREWS TO PROVIDE FLUSH MOUNTING SURFACE HORIZONTAL 14 GA. GALV. STEEL END HINGE JAMBS DO NOT TRANSFER LOAD. FASTENED TO 0140 STILES W /(4) EACH 145 /8" SHEET METAL SCREWS AND (4) 1/4 "5/8" SELF TAPPING SCREWS. 2" STEEL ROLLER. JAMB CONRGURATION PREPARATION OF .IAMBS RY OTHERS MARK W. WESTERFIELD, P.E. FLORIDA #48495, NC P E. 823832, TEXAS P.E. 891513 THIS DOOR MEETS THE REQUIREMENTS OF THE LARGE MISSILE IMPACT AND CYCLIC TESTING. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS USTED BELOW ACCORDING TO THE FLORIDA BLDG. CODE OR IBC (ASCU) FOR THE FOLLOWING 00ND1ONNSS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING' END ZONE, 31 IMPORTANCE FACTOR OF 1.0, 4 ANY Rb0 TY F SLOPE, AND 5 502 SAFE FACTOR. WIND SPEED (MPH) S140 150 150 EXPOSURE LEVEL B Dr MEAN ROOF HEIGHT 30' 8 30' 25' al Clopay Building Products FLORIDA PRODUCT L C u APPROVALL. 4.91 §alT,(pany CLOPAY BUILDING PRODUCTS COMPANY 8585 DIKE BLVD. MASON, 0H 45040 (513) 770 - 4800 DESIGN LOADS: +48.0 PSF & -60.0 PSF. TEST LOADS: +72.0 PSF & -90.0 PSF. - WM. .117.11M190 W8 1010 11/19/96 9'0"00 x 12'011 04t0Ex m ^D•HDG /HDGL 4 300 01 4310. 4400/01 B .101703 yes EPA WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 140 MPH, EXPOSURE C BROWARD CO., FLORIDA 2004 FLORIDA BUILDING CODE (ASCE7) THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) RESIDENTIAL APPLICATION (IMPORTANCE FACTOR = 1.00) REFERENCE: BROWARD COUNTY BOARD OF RULES & APPEALS "FORMAL INTERPRETATION" DATED OCTOBER 12, 2007, ITEM 3b). NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'X10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 20' IA 8'x7' +38.0, -47.7 +38.4, -48.3 +38.9, -48.8 +39.3, -49.4 +39.8, -49.9 +40.2, -50.5 8'x8' 4-2.6,7.O +38.1, -47.5 +38.5, -48.1 +38.9, -48.6 +39.4, -49.2 +39.8, -49.7 U) C7 w16'x7' a 0 ITC7 +37.7, -47: 38.1, -47.6 +38.5, -48.2 +39.0, -48.7 +39.4, -49.3 +39.9, -49.8 9'x8' + .s, -4+37.7, +36.5, -46.8 -44.4 +38.2, +36.9, -47.4 -44.9 +38.6, +37.3, -47.9 -45.4 +39.0, +37.8, -48.5 -45.9 +39.5, +38.2, -49.0 -46.4 -46.5 +36.1, -43.8 16'x8' +35.7, -43.1 +35.7, -43.2 +36.1, +36.2, -43.6 -43.7 +36.5, +36.6, -44.1 -44.2 +36.9, +37.0, -44.6 -44.7 +37.4, +37.4, -45.1 -45.2 +37.8, +37.8, -45.6 -45.7 18'x7' 18'x8' +35.4, -42.4 +35.8, -42.9 +36.2, -43.4 +36.6, -43.9 +37.0, -44.4 +37.4, 44.9 WORST CASE DESIGN PRESSURES (PSF) THIS CALCULATION SHEET IS QILY VALlp EQR.THE FOLLOWING BRANDS: CLOPAY,.IDF,l ;;AiIID;MES. • . • • • • • • • .• •.• •• • • • •• Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 • • • ••• . . (513) 770 -4800 i i i • •. • •• • • • • • • • • • •• • • • • • FLORIDA P.E. No. 63286 •• • • •• ••e ••• �•• • ••• File: BROWARD CO WORST CASE R02 [RETROFIT] '12/2008 • • •• • • • • • .•• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• ••• • • • ••• • • MEAN ROOF HEIGHT 21' 22' 23' 24' 25' N co 0 2 nw 0 8'x7' +40.6, +40.2, -51.0 -50.2 +40.9, +40.5, -51.4 -50.6 +41.3, +40.9, -51.9 -51.0 +41.7, +41.2, -52.3 -51.5 +42.0, +41.6, -52.8 -51.9 8'x8' 9'x7' +40.2, -50.3 +40.6, -50.7 +40.9, -51.1 +41.3, -51.6 +41.6, -52.0 9'x8' +39.8, -49.5 +40.2, -49.9 +40.5, -50.3 +40.9, -50.8 +41.2, -51.2 16'x7' +38.5, -46.8 +38.9, -47.3 +39.2, -47.7 +39.5, -48.1 +39.9, -48.5 16'x8' +38.1, -46.0 +38.5, -46.5 +38.8, -46.9 +39.1, -47.3 +39.5, -47.7 18'x7' +38.2, +37.8, -46.1 -45.3 +38.5, +38.1, -46.5 -45.7 +38.8, +38.4, -47.0 -46.1 +39.2, +38.8, -47.4 -46.5 +39.5, +39.1, -47.8 -46.9 18'x8' THIS CALCULATION SHEET IS QILY VALlp EQR.THE FOLLOWING BRANDS: CLOPAY,.IDF,l ;;AiIID;MES. • . • • • • • • • .• •.• •• • • • •• Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 • • • ••• . . (513) 770 -4800 i i i • •. • •• • • • • • • • • • •• • • • • • FLORIDA P.E. No. 63286 •• • • •• ••e ••• �•• • ••• File: BROWARD CO WORST CASE R02 [RETROFIT] '12/2008 • • •• • • • • • .•• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• ••• • • • ••• • •