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Home My WebLink AboutSUBMITTED PAPERS1. DATE: -de, eo 1 RECEIPT: PERMIT PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 S��NEG (772) 462-1553 BY APPLICATION FOR REPLACEMENT OF t. Lucie COUn fy WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR MOBILE 5. OWNERS IINFORMATION1 6. Name: Address• (t;ksp� N City: 1�5� State: �L Zip: Phone: Z Email: OTHER CONTRACTOR'S INFORMATION FL Reg/Cert #: k County Cert It: Business Name: \C Cl H� Phone Number: Email: COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR h a, — 3 t �-n Q [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ -a� . 0=> FEES DUE: f 1, d Q OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT OWNER OR CONTRACTOR/QUALIFIER� NA,M�Er � SIGNATTJRE OF OWNER _ NTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF 20 WHO IS PERSONALLY KNOWN T ME OR WHO HAS PRODUCED AS IDENTIFICATION. r°SPRY ` TIFFANY A. LEE �� ,� � •.�� c , MY COMMISSION # DO 985525 SIGNATUR OF NOTARY TYPE OR PRINT NAM OF NOTARY Ste— S EXPIRES: April tar 2014 TITLE: NOTARY PUBLIC COMMISSION NUMBER Bonded Thru Budget Notary Services NOTICE TO OWNER: 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. r' 91 Fd� BRAND EMBOSS TYPE SHORT LONG I FLUSH CLOPAY 9130, MP13 9133, HDPL13 9131, MPF13 IDEAL 8130 6133 8131 WLPES 7130 7133 7131 OPIIONIL NBA01T UTE ME WISS, OWIBIE-PARS N91UlID Oft 1 ACRYLIC AVAILABLE OPTIONAL AfLTUC IS PIASKOUIE OPia OR LUCITE CP APPROVED CC2 PLASTIC N AOLORDVN.E INTH NC/FEIC 260L SEE SECTION D-B. SHORE PANEL 111E SHWW MAX LIFE SZE 6 421.167. I 1®I I®I T I Ili III 111 I I F ill TIT _ _ 11 111==_ L�_ IF— 1. I� _ ==ill = _ilI L---_--J L--____ L------J L�____J ---I;I {Il OPICIIAL OUTSIDE ISTTD A IDOL POSITION YA1L ODOR TIpIFI � ■'-0• D013t HEIGHT B OF SECTIONS UP TO 7'0' 4 7'3• TO "' 5 9'0' TO WIS. 6 10'98 TO 12.3' 7 12'6' TO 14'0• 8 14'3• TD 1519, 9 16'0. 10 MAX SECTION FiEIGHT� 21' �9E END KNGE DETAIL —SEE NIEIOEO. HINGE DOTAL `Tw POOR Loom INTO TRACK FIND STILE 21SEL LWADOB FILE COPY 3 41 - 2 Do DOOR MELTS OR EXCEEDS THE DESIGN LOCS FOR THE ULTIMITE KIND SPFIDS LISTED BELM AOCIIRDNG TO THE nOROA BUILDING CODE OR THE INTERNATIONAL. 9TILDHKT CODE MhSED ON ASCE7-Io) ROIL ITS Fa1DNN0 CONDIICN2 1) ENCIOSFD EUILDING. 2) DOOR KRS 2' OF TDDN N BU.9. E 2ONIC M ANY ROOF 5167: AND 4) TESTING IN ACCORGVILE IIIN 51N�1 SUEZ CNLOIATINIS BY A QUALIFIED DAB LLTI NTE VDm 145 P.O ISO 165 t95 SPEED ORD ESPBSIB CATEGORY ■. C, 0 ■, C, 0 ■. C ■. C ■ HEM R� fEm1T 25. lY 25' 15- 30' III F- C L�____�J 1 i // I I i 1I / / l 1 I I I I / 1 KEYED A OPIIOWL LOCK MAx. Coat rrplx � ■'-o• /. N0. ZONE: DATE: 00 - - 01 1 1 REVISIONS d N0. AP VD: INITIAL RELEASE DESCRIPTION SH UPDATED WINDLOAD CHART 12 FJLG BRACKET. WI7H�) SCR URETHANE CORE DENSITY 2.4 P.C.F. TOP BOLLER ACKET ATTACHED SHEET METAL ' 27 GA. STEEL MIN. EXTERIOR SKIN WITH 14 GA GALV. STEEL ROLLER G-40 GALVANRING, BAKED -ON PRIMER HINGE EACH FASTENED TO AND A BAKED -ON POLYESTER PAINTED TOP COAT. END STILLS W�(4)_�1455/8' SHEET METAL t:NEIS LOOKING M�0 TRACK SECT A -A �n�l TONGUE AND (7i00VE JOINTS. I 171 sJ LAG SCREWS ON 24 CENTERS. LAG ` 2-1/4'a20 GA GALV. STEEL EWS MUST USE 1' O.D. WASHER. LAG SCREWS MAY IE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE U-BAR. ONE U-BAR PER DOOR E ONEEXCU A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SE SECTION, TWO TRANSFER LOAD. TITN SECTION. ATTACHED SECTION. - 1-3/8' THICK �l WITH 2) 4 SELF TAPPMC SCREW Ai EACH HIEH.'E. L_AGTKIN. TOM BRACKET. 1(2)%14G5/8- TMETAL ATTACHED WITH SHEETSCREWS. - 29 GA. STEEL MIN. INTERIOR SKIN WITH G-40 GALV BAKED -ON N9lE Fes_"T'°" PRIMER AND A BAKED -ON POLYESTER (SHORE PANEL SHOWN) OUTSIDE IIOfRONTAL TRACK STIPPORT BY IWQE (SHORT PANEL SHOWN) DOOR INSTALLER (TO SIAO �; TOP COAT. LOCK BARN ALUMINUM EXTRUSION ENGAGED ansoE IhYFD LDa"c TRA 5 SNAP 1/1TL11 DIOAGES k VINYL WEATHERSTRIP. 4 14 SHEET METAL SCREWS larx eAR u'�1O aeRo TRACK rt13 � To u o ,M Mm1 FRONT FRAME WITH U.V. DOOR aS YLATCH()/EACHn_e/e. Il000 uo saEW SECTION BB COARNC ON OlR51DE SURFACEs1,oE�Taffla B n n B END LOCK tNGWES. 9- p Sty INTO VERTICAL I NOTE: DOUBLE TRACK (4) 1/4' OIA SELF TAPPING SCREWS LOCK ON OUTSIDE KEYED ] LOW HEADROOM ISFibl �E HANDLE AVAILABLE AS AN OPTION (CLAZIWo /8113/4• PAN HEAD OF DOOR 14 GL END HINGE 18 GILL IHfERMfT11ATE HINGE aK gO MOLDED INSIDE WY BE PB�IOF SCREW (1 SCREW PER LO0L0®ptl allsmE ItEYFTI IOaE ■ jp Vn 5: pp- LITE RETNPffR. DOAK" PANG. EMBOSSED PILOT HOLE). Z� LHR TOP BRACKET Q. WILD I REQ IRENENTSIOIIOf THE DI DI I(YP. 2-1/2112 G CALV. STF27.. itt/LK BRKThT. OR INIFTeUTIdML BIIID■IP CODE BUI DO'S YEEf 1LE DOUBLE HORIZONTAL a 4) litACK RL1L7hT PEA SIDE M 7O eb' TALL IMPACT f65ETANT ROxsmmR FT1R OEDRB TRACK $$ O(CEIDAt BEIQOEOII ATTACKED). 1O THE OPTIONAL . CINP ERI6 FBC ,. STOP MOULDING BY DOOR ' INSTALLER SUED OESIGN LOADS: +37.0 P.S.F: ai 37.0 P.S.F. 20 GA MIN. GALV. STEEL END SRLE DOUBLE TRACK j__L II I NOTE: FOR DOORS OVER 8•-O' .TEST LOADS: +55.5 P.S.F. &_-55.S.:P.S.F_ LOW HEADROOM OPTION HIGH, TRACK CONFIGURATION SHALL DESIGN ENGINEER: MARK-WESTERFIELD, P.E. NOT TIC® MAXIMUM SPACING FLORIDA P.E. 048495, NO P.E. 023832. TEAM P.E. 091513 12 GA GAILY. STEEL TRACK PROVIDED. CONSULT FACTORY FOR . MANUFACTURING PRODUCT COD BRACKET FASTENED TO W000 VERTICAL JAMB ATTAf]TMTM DC-90 RLOCK OR MORE DETAIL IF ROD. ae®IAL DREseKa NS SIGNED N uE JAYS WITH ONE 5/18'x1-$/B' 2 PSI MIN- CONCRETE WMN : INK T11N A RA® SEAL 0D�9. MPC: DSIU-1A171 _ �2� s SLEEVE ANCHORS ON 24s CENTEffS ((BOTH C-90 BLOCK OR A WOOD LAG SCREW PER BRACKET. - 18 GILL MIN. GALV. STEEL CENTER HINGE pg MIN. CONCRETE) OR 1/4'K4 TAPCON SCREWS ON 20• U"In. St6hd Otll4rlh. _ n 8585 Duke BOIIlhMrd CLOPAY VINDL TAD RATING FASTENED TO BACK OF DOOR W/(4) S (2,000 PSI MIN. GONCt . WASHERS INCLUDED WITH SLEEVE TOLERANCES a. _ u'Q 8 YDe6e aE -770o U SA 800 ` , 2' GALV. STEEL TRACK HIGH /14s5/8' SHEET METAL SC EEEDDD Td No. 513-710-4900 �/ FASTENED TO TRACK BRACKETS. S, 1' O.D. WASHERS REOUIR WITH TAPCONS. ANCO *0.S1 PIGBLb Fos Ib. 513-770-1fL5314 GA. GAIN. STEEL ROLLER HINGE OT REOUFLED)) COUNTERSUNK TO PROVIDEA FLUSH MOUNTINGEACH BRACKET ATTACHED WRH ONE FASTENED TO END STILES W/(4) EACH E. HOPoZONTlLL JAMBS DO NOT TRANSFER LOAII. .00 f.015 DESCRIPTION: 9130 SERIES: 1-3/8' REST PUR t37 PSF SINGLE CAR 1/4'KS/8• BOLT k NUT D$ 14s5/8' SHEET METAL SCREWS,AD .GOO f.005 TWO 1/4' RIVETS. 14) 1/4's3/4' SELF TAPPING SCREWS. NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS QDoo t.001 DRAWN BY: SH DATE: 05/25/ SCALE: NTS DWG.D SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF Deg— - f 1/2' CHECKED BY: SH DATE: OB/05/ SHEET 1 OF 1 SIZE B SECT C-C 2. 10 BULL SHORT STEM STEEL ROLLER RECORD FOR THE BULDING OR STRUCTURE AND IN ACCORDANCE WITH STEEL OR NYLON TIRE WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING, UNa Stood DUimia DIMENSIONS ARE IN INCHES DWG. NO.: 104180 VTR: IBC 4 3 2 FLORODDQ p ODD MC 7 APPROVAL 15279 Florida Building Code Online Page 1 of 5 1, f t3""i+1 laidaBusines BCIS Home Login User Registration i Hot Topics + Submit Surcharge ? Stats & Facts ` Publications FBC Staff j BCIS Site Map Links j Search t'n'�-� Pr01 essi I Product Approval USER: Public User Regulation 2 Product Ammva Msinu > Product or AnDlication Search > ApplicationList > Application Detail W-61,72-1250 FL # FL15279-R1 � Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived i Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfi'eld@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method . , .. Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc. - ETL/Warnock Hersey Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E1886 ASTM E1996 ASTM E330 Florida Licensed Professional Engineer or Architect FLIS279 RI Eouiv 204.20306 - FBC - DASMA 115 eouiv.ndf Method 1 Option A 06/18/2012 06/21/2012 Year 2005 2005 2002 2002 2002 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 7/24/2013 Florida Building Code Online Page 4 of 5 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.74 074 W6-09 DSIE-IF171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. I 16200,6201,6203 4310, 4400, 4401, HDG, HDGL, HDGF, 66, min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door 66G, 67, 67G, 68, SP200, SF200, SE200, Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL 15279 R1 C CAC Letrer with Proof of contract and Proof of ins ection. df Approved for use outside HVHZ: Yes j Impact Resistant: No F:l t 5279 R+ C CAC W6 t!a*Ina Intertek odf I Design Pressure: +37 PSF/-40 PSF Quality Assurance Contract Expiration Date 1! Other: The standard glazing available for this product meets the wind 05/21/2028 load requirements of the building code but DOES NOT meet the Impact Installation Instructions resistant requirement for windborne debris regions. FLIS279 RS 1I 101526-13-ReV16.ndf t Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: { Evaluation Reports Created by Independent Third Party: 15279.75 075 W6-09 DSIE-IF471: GD2SP, GR2SP, Gallery/Artistry/Expressions: Double -skin Insulated EPS (exterior skin 27 GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, 1ED2LP ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No fl-1.52_Z° RI C CAC Lett=s wig Iir a` ::c,', 'f and oroof of i s .: i n. df ` Approved for use outside HVHZ: Yes Impact Resistant: Yes FLS279 R1 C CAC. W6 Listino Intertek.odf Design Pressure: +38 PSF/-42 PSF Quality Assurance Contract Expiration Date Other: Solid doors (no standard glazing) are Impact -resistant (large 05/21/2028 missile impact). Installation Instructions FL15279 RI iI 103954-A-Rev03.pdP Verified By: Intertek Testing Services NA Inc. - ETL/Wamock Hersey Created by Independent Third Party: j Evaluation Reports - I Created by Independent Third Party: i 15279.76 076 W6-09 DSIE-IF471: GD2SP, GR2SP, Gallery/Artistry/Expressions: Double -skin Insulated EPS (exterior skin 27 GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, IED2LP ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No fU527 R.l �_C „Lgtter wi ggf of goner n;_�qy proof g}, L6MIli.2R-121i1 Approved for use outside HVHZ: Yes Impact Resistant: No F115279 R1 C CAC W6 Listing Intertek.Pdf Design Pressure: +38 PSF/-42 PSF Quality Assurance Contract Expiration Date i Other: The standard glazing available for this product meets the wind 05/21/2028 j load requirements of the building code but DOES NOT meet the impact • Installation Instructions resistant requirement for windborne debris regions. FI ; 5279 R1 H 103954-8-Rev03.ndf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey j Created by Independent Third Party: ' Evaluation Reports Created by Independent Third Party: 15279.77 077 W6-09 DSIEO-1M479: j Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. Coachman/Settlers/Affinity min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RI C CAC tatter mth Proof of contract and proof of in;%,,Ctipn.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes PI 1.5279 R1 C CAC W6 Listing Intertek.odf Design Pressure: +38 PSF/-42 PSF Quality Assurance Contract Expiration Date i Other: Solid doors (no standard glazing) are Impact -resistant (large 05/21/2028 missile impact). Installation Instructions FL15279 R, IT 103223-A-Revil.odf j Verified By: Intertek Testing Services NA Inc. - ETL/Wamock Hersey Created by Independent Third Party: • Evaluation Reports Created by Independent Third Party: 15279.78 078 W6-09 DSIEO-1M479: i Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. i Coachman/Settlers/Affinity min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5279 R1 C CAC, Letter with Proof of contract and proof of LRg.9=_rL-F..1f Approved for use outside HVHZ: Yes Impact Resistant: No f ,7 ��%i_Ri C 1N6 i_i.;`inqnte^ek.120 j Design Pressure: +38 PSF/-42 PSF Quality Assurance Contract Expiration Date j Other: The standard glazing available for this product meets the wind 05/21/2028 load requirements of the building code but DOES'NOT meet the Impact Installation Instructions {f resistant requirement for windborne debris regions. PI 1.5279 R1 11 10322-B-Rav1t� 1 Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.79_r =,- _ = ' = • `n_ •, 079.W6-09 DSIU-1A17-L.,9130,-913f,_/ Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. i 9133, HDP13, HDPF13, HDPL33, 7130, min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door 7131, 7133, 8130, 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and proof of inspection rdf Approved for use outside HVHZ: Yes Impact Resistant: N/A P ? 27a�AC W6 Listina Intgrik,= Design Pressure: +37 PSF/-37 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL standard glazing available for this product meets 05/21/2028 1 the wind load requirements of the building code but DOES NOT meet the Installation Instructions I Impact resistant requirement for windborne debris regions. The product j-'�j,�272 R1 LI 10 4180-Rev0l,pdj without standard glazing DOES comply with the Impact resistant Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey requirement for windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.80 - 080 W6-09 DSIU-1F171: 9200, 9201, Double -skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. 9203, HDP20, HDPF20, HDPL20, 7200, 17201,7203,8200,8201,8203 min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door with Optional Impact -Resistant Lites Limits of Use Certification Agency Certificate Approved for use In HVHZ: No PI i 5774 RI C CAC Letter with Proof of contract and Proof of j http://www.floridabuilding.org/pr/pr_app_dtl.'aspx?param=wGEVXQwtDgv3yVVKJZI Q... 7/24/2013 N, . These Tables Are For GARAGE DOORS IN One and Two Family Dwellings . Garage Doors Installed In Buildings with a Mean Roof Height of 30' or Less Located in Exposures B,.0 or D Table R301.2(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE.[PSF] ❑160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2 ❑160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5 r0160=EXPOSUREx'GK �9' x �7'-=Door: = + _32 4 .3:6 �6 (1 story and max 15' 7160 EXPOSURE C 16' X 7' Door = + 31.0 - 34.5 mean roof height) 7160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 ( 2 story and max 30' ❑160 EXPOSURE C 16' X 7` Door = + 35.9 - 39.9 mean roof height) ❑160 EXPOSURE 'D 9' x'7"Door = + 39.3 -44.4 (1 story and max 15' ❑160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height) 7160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2 7160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4 ❑150 EXPOSURE B 9' x 7' Door = + 22.8 - 25.8 7150 EXPOSURE B 16' x 7' Door = + 21.8 - 24.3 7150 EXPOSURE C 9' x 7' Door = + 27.6 -31.3 7150 EXPOSURE C 16' x 7' Door = + 26.4 - 29.5 ❑150 EXPOSURE C 9' x 7' Door = + 32.0 - 36.2 7150 EXPOSURE C 16' x 7' Door = + 30.6 - 34.1 ❑150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0 7150 EXPOSURE D 16' x 7' Door = + 32.1 - 35.8 ❑150 EXPOSURE D 9' x 7' Door = + 37.9 - 42.9 ❑150 EXPOSURE D 16` x 7' Door = + 36.2 - 40.4 ( 2 story and max.30' mean roof height) (1 story and max 15' mean roof'height ( 2 story and max 30' mean roof height) (1 story and max 15' mean roof height) (2 story and max 30' mean roof height) Notes: ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product approvals available at the time of inspection. ■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must be impact resistant or shuttered) .