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Home My WebLink AboutBERGERONALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Q -" �S C-) Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Address: �Clv� �\ Legal Description: PI", Property Tax ID #:c -�r��' �, oli Lot No. Site Plan Name: Block No. Project Name: _ Setbacks Front Back: Right Side: Left Side: HVAC FlElectric 11 Gas Tank 0 Plumbing Total Sq. Ft of Construction: Cost of Construction: $ Name OGas Piping Sprinklers LJ Shutters Generator S Ft. of First Floor: _ Utilities: Sewer 0 Septic Address -s: \C1.!EXD City: t`@c p`'C.� State:E-L-- Zip Code:�Fax: Phone No. E -Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) Windows/Doors Roof Building Height: Roof pitch Name:' Company: Address:t-k-,SS ti`sJ � City: �S-�" LN. ALyC_ State: �� Zip Code: Fax: Phone E-Mail:~\oc� State or County License: r` If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: vNot Applicable Name:_ Address: City: _ Zip: Phone FEE SIMPLE TITLE HOLDER: Name:_ Address: City: Zip: Phone: State Not Applicable MORTGAGE COMPANY: Name: Address: City: Zip: Phone:, blot Applicable State: BONDING COMPANY: r Not Applicable Name: Address: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/ Lessee/ oritractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The forgoing ins ument was acknowledged before me The fQr oing instrument was acknowledged before me this day of �, 20� by this lay of'G�l'n��, 20� by Name of person making statement Name of perso ,making statement Personally Known ,� OR Produced Identification Personally Known ✓✓ OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Publicl State of Florida) (Signature of Notary Public- Sta e of Florida ) au TiFFAi�`! A. LSF �� `%� 6` Fr TirFAN Y A. LEE `.��``� '�a� �� 01C � e�o»n'C Commission No. (eat) My commlSSiON ion No. CONI': SSIOii I FF 101 EXPIRES: April 26 f 010 " EXPIRES: April 26,20' 4auedThruBudg"Notary! ervices z BondedThru g o'try5=r, REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 1950 BELL AVE Sec/Town/Range: 28/35S/40E Map ID: 24/28S Zoning: AR -1 Ownership Paul Bergeron Irene Patterson Roland Bergeron 1097 Seminole DR Fort Pierce, FL 34982-7623 Legal Description CLYATT'S S/D BEG AT SW COR OF LOT 11 RUN N 362.6 FT, TH E 188.9FT, TH S 362.6 FT TO N R/W BELL AV, TH W ALG R/W 188.9 FT TO POB (1.57 AC) (OR 4060-642; 644) Current Values Just/Market Value: $163,600 Assessed Value: $163,600 Exemptions: $0 Taxable Value: $163,600 Taxes for this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF 12 Parcel ID: 2428-701-0013-000-6 Account #: 32488 Use Type: 0100 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air (SF): 1,800 Gross Area (SF): 3,341 Land Size (acres): 1.57 Land Size (SF): 68,389.2 This information is believed to be correct at this time but it is subject to change and is not warranted. Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved. http://www.pasle.org/RECard/ 12/15/2017 —L M I t, "'LG5 ,�..I I7 FT1iN 3 I 1; if a'1a C C ze MIN�`� 1 7 l r. � �._ �.� r tJ c:r`� l' (/j ..J :': C4j X i1 T Li X. r 111:: ;u .................... 1401 woo xvv4 - .. .... -1I-1 NOII i3 'Xt'Y! t•J �y 7it. J VY Y � cT. -t 7 F= l5 ) 16111! a'1a C C ze cc 1 7 l Ira , j �:�1 c:r`� l' (/j ..J :': C4j X i1 T `,f *�•�`gjtl � I 16111! a'1a C C ze cc 1 7 l L ' �:�1 c:r`� l' (/j ..J :': C4j X i1 T Li X. __ v cost C': :_........._............. mJ CW,�1, p; L .'.. C�9 twI t%5 tfJ �• :?;� 1 C,7 t7 Y' fJ. U 4. r� Ei Y 1�� Chi .elf. its C.lµ M `,f *�•�`gjtl 16111! F cc 1 _CYC rFr�f�tiiA1S�O*la`� K yr ..J :': rUW x In�sl.�, __ 1.X1 LN i :_........._............. .'.. O W t7 fJ. U 4. r� l•f � 1�� Chi .elf. its C.lµ M `,f *�•�`gjtl rFr�f�tiiA1S�O*la`� K ..J :': IN -' C"! Ems, tx` 3 C."i �i :J L 43.9 r („t°`< Z 7. 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Florida Building Code Online Page 1 of 5 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler . Validation Checklist - Hardcopy Received Certificate of Independence fLt? �7E9re Certification .V....n.;ztit _(_..._r.................. _,_.._......... _ :....,_.__..... ...k:: SCIS Home !, Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map I Links Search. �rari� Product Approval Scg#tt i a m i I to n„..120 4 2 4,.;x1 f Referenced Standard and Year (of Standard) Standard Year USER: Public User 2005 ANSI/DASMA 115 Pro�uct ADcroval Meru > Product or ADDIIcation Search > A licati List > Appli tion Detail a ti FL # FL16107-R9 ASTM E330 Application Type TAS 201 Revision TAS 202 1994 Code Version 1994 2014 Application Status Approved Comments Archived =.... Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfield@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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler . Validation Checklist - Hardcopy Received Certificate of Independence fLt? �7E9re Certification .V....n.;ztit _(_..._r.................. _,_.._......... _ :....,_.__..... ...k:: ary ?FtIet31_el,".pdf FL16107 R9 COI Statement on Indeoendence of Evaluation Entity- Scg#tt i a m i I to n„..120 4 2 4,.;x1 f Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2016 Date Validated 10/20/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/14/2016 Date Revised 08/10/2017 Page 2 of 5 Summary of Products Go to Page i_ 10 0 Page 1/3 0 - - --- - -- --._...--.- .... ........ _...--- - -- --- --------- - -- - - ---- - ._..__.._..-- --- - --- FL # Model, Number or Name Description --------------------------- --.._..---- ---- ...- -- - - ...__... -- --- --------..._... 16107.1 01 W6-16 DSIE-IF171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga, min.) Double -Car (92" to 16'2" wide) 66, 66G, 67, 67G, 68, SP200, WINDCODE® W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R9 II 104724-A-Rev03-sianed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V-ult): 170 MPH. Solid doors or F! 1610.7.__�(3_..At`:_. CBPC.__12_12.1,7 A.:.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.2 02 W6-16 DSIE-IF171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga. min.) Double -Car (9'2" to 167" wide) 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104724-B-Rev03-sicned.pdi' Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL1.6107 R9 AE CBPC 121212-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.3 03 W6-16 PAN -2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, 4RST, 6RST, GD5S, GR5S, ARSS, ED5S Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door with Optional Impact Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes ::.1.1.61C 7-_i39.__iI_.,_104710-A :...Rev0s.::si €1gd,pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V-ult): 170 MPH. Solid doors or FL16107..._R9..._AE..._CBP-C..._1212.12.-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.4 04 W6 16 PAN -21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, 4RST, 6RST, GD5S, GR5S, ARSS, ED5S Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104710-B-Rev03-sianed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R9 AE CEP(. 121212-A.pclf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN -21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) 48, 48B, 4F, 4RST WINDCODE® W6 Garage Door with Optional Impact Resistant Lites http://www. floridabuilding. org/pr/pr-app_dtl. aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/15/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R9 II 104753-A-Rev02-signed.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or H161.07 R9 AE CBPC 9.21212-A.odf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). Page 3 of 5 16107.6 106 W6-16 PAN -21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) 48, 48B, 4F, 4RST WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 11 104'753-:.3-ReyQ2-sioned.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16.107 R9 AE. CBPC 9.21212-A.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. Evaluation Reports 16107.7 07 W6-18 DSIE-11`171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, HOG, HDGL, HDGF, interior skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE® 66, 66G, 67, 67G; 68, SP200, W6 Garage Door with Optional Impact -Resistant Lites SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R9 H 104751-A-Rev02-sic;ned.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant., Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 121212-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.8 08 W6-18 DSIE-1F171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE@ 66, 66G, 67, 67G, 68, SP200, W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II.._104751-6._Rev02=sic nL -df Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.9 09 W6-18 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga, min.) 16'4" to 18'2" wide WINDCODE@ HDPL20, 7200, 7201, 7203, 8200, W6 Garage Door 8201, 8203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes I?i_16107._.R9..._11...._1047II A_Rev 2,::sigi eti,.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or F'Li6102-R9....E..__-B..P_1212.12A_ pjf . doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.10 10 W6-18 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE® HDPL20, 7200, 7201, 7203, 8200, W6 Garage Door 8201, 8203 Limits of Use Installation Instructions Approved for use in HVHZ: No FI -16107 R9 II 104777-B-Rev02-signed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R9 CBPC_.._ 1212;12.-A.,.Pjf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.11 11 W6-18 PAN -217153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact GD5S, GR5S, AR5S, ED5S Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R9 II 104761-A-Rev04-si rg ied..pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No http://www.floridabuilding.org/pr/Pr_app_dtl. aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/15/2017 GARAGE DOOR DESIGN PRFMUM TABLE 1609.3.1 WIND SPEED CONVERSIONS"' V., 1 100 110 1 120 ��i 110UPH 1 140 1 150 Vi6ft 170 - 11$0 S30 20ti V", L-28 85. . .... ... 93 1 101 1 108 116 1 17A 132 139 1 147 155 ForSL lmileperbour=0,44.mls. s. Linear interpWadou is permitted. b. V,.,= nominal design wind speed applicable to methods specified in Rweptions I through 5, of Section c. V, =Ultimate design wind speeds determined front;Figures 16WA, 1609B, or 1609.0 TABLE 1609,7(1) NOMINAL (ASO) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILUNG WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF) '-A A,'k a UL*nMATF- DESIGN WIND SPEED (Vj OETERMINED IN ACCifRDANCEWrrH sECTm 16M3 (MPH - 3 SECOND GUM WMItwom EXnSURE �--C- 100 MPH 110UPH 120•MPH 13OMPH 140UPH 160MPH leamp" 170 MPH 180 ISO MPH 200 MPI,4 RoWAn,&O-10 degrees 9 9, &7-9.8 10.3o-11.9 12.5-14.2 14.7-16.6 17.1-193 19.6-22.2 22.3-252 25.1-•.7.83 79.2-31.9 31.4-.355 M.8-394 10 10 8A-9,4 10:2-11.4 12J-13.6 142-160 16.5-19.5 189-212 21.5-241 24.3-273 273-30.6 M.4-34.1 317-37.8 14 14 8.0-9.9 9.7-10.8 113-12.8 13.5-15.0 1" 17A 18.0-20.0 20.5-22.8 23.1-29;1 25.9-29.9 28.9-311 310-316 Roal Ana% > 10 degrees 9 7 9.6-10.9 11.4-12,9 13.7-151 16.11-18.2 1&5-.209 21.13-24.1 24.3-27.5 27.6-31.2 30.6-34.6 14-21-38.6 38.0-43.0 7 9.2-16.3 10.9-111 1341-14.6 15.5-17.2 17,7-19.7 20A,-22.7( 23.3-26,0 26.4-2,94 29.3-32.6 37.7-365 : 36,4-40.61 78 MPH 85 MPH 93 MPH 101 MPH 109 MPH 116 MPH 124 MPH 152 h" 139 MPH 147 WH� 155 WH For S1- I foot = 304.8 nM I mflep= hW= 1.60. km4,4 I:pst;- 47,118 NIms. Nominal Design Wind Speed (Vasd) converted from Ultimate Desigh Wind Speed per Section 160-3.1 :1, For effective arras or wind speeds betwom those given above the load may be interpolfiUA otherwise use the load associated with the lower effective arra. 2. Table values shall adjusted for height and exposure by multiplying by the adjusozent coefficient In Table 1609.7(2) 3. Plus and minus signs signify pressures acting taward and away from the building suffacm. 4. Nqpdve pressures assume doorbas 2 feet of width in building's end zone. S. Toble values include the 0.6 load reduction factor. TAsmum.7(2) AojusTmENT r-AcToFt Pon Oman HEIGHT AND EXPOSURE, (,k) WIM ROOF 1iEJGW (foaQ EXnSURE �--C- D 15 20 1.00 1.00 ( 141 1.29 1-47 J-35 25 1.00 1.55 f, 1.61 30 1.00 1.40 1. 35 .1,05 1.45 130 40 1.09 1.49 114 451.12 1.53 1.78 so 1.16 1.515 1.81 55 up 1.59 1,84 60 MIMI Ganige door labeling. Garage doors shall be labeled with a permanent label provided by the garage door manufacturer. The label shall identify the garage:. door manufactu=, the e garage door modellsedes numbe4 the positive and negative design pressure rating, indicate impact, rated if applicable, the iustallation instruction drawing reference number, the Florida Product Approval or Miiini-Dade Product Approval number if applicable, and the applicable test standards. The required-garage,door components for an approv indicated u9nga checklis format is used on the labd door mannficturar shall;n the checUst that , are. rq garage. door system. 1he provided and available on FLORIDA BUILDING CODE - BUILDING,. Sth EDITION (2014) he door installer or the garage: k the selected components on red. to assemble an approved ftaUtiou instructions shall be GARAGE DOOR DMIGN PRF SSURFS TABLE 1549.3.1 WIND SPEED CONVERSIONS"'--, V, 100 110 120 130 140 150 160 170 180 190 200 Y„,t 78 85 93 1 101 108 116 124 Aj 132 139 147 155 For SI: 1 mile per hour = 0.44 m/s. a.. Linear interpolation is permitted. b. V,,= nominal design wind speed applicable to methods specifledin Exceptions I through 5 of Section I6M.1.3. c, V,,& = Ultimate design wind speeds datermiaed firer Figures 1509A, I60913, or 16mc. TABLE 1609.7(1) NOMINAL (ASO) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 !"EE[ LOCATED IN EXPOSURE B (PSP)'•;a'�a ULTIMATE DESIGN WIND SPEER (VJ DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST) Width Hei9M VQ (it) 100 MPH 1110IdPH 120 MPH 43O MP14 140 MPH 160 MPH ISO MPH 170 MPH 180 MPH 180 NPH 2tM) MPH �«� Angro n-10 degt�a 8 8 8.7-9.8 W-11.9 125-14.2 12:7-16.6 17.1-19.3 19.6-22.2 22,3-75.2 25.1-265 28.2--31.9 31.4--355 34.8-39.4 10 10 '8i4-9.4 102-11.x4 12.1-13.6 14.2-16.0 16.5-18.5 189-21.2 215-24.2 24.3-27.3 273-30.6 30.4-34.t 33.7-37.8 14 14 8.0-8.9 9.7-10.8 115-12.8 13.5-15.12 15.7-17.4 18.0-20.0 205-22.8 23.1--25.7 2.4.928.8 26.9-32.1 320-35.6 Rosi Ar * >10dogtam 9 7 9.6-I0.9 12:4-129 13.7-155 16.1-18.2 18.5-209 213-74.1 24;3-27.5 27.6-31.2 30.6-34.6 34.2-38.6 38.0-43.0 I6 7 93-10.3 10.9-12.2 13.1-14.6 115-5-17.2 17.7.-19.7 20.4-227 23--3-z6.0 )36.4-29.4 29.3--32.6 327-353 36.4-40.6 78 MPH 83 MPH 93 h9H 10120H 108 MPH 116MPH 124 MPH 132 la" 139 MM 147 MIT 155 MPH For S3: I feat=304.8mm, I mileperhour= 1.609km1h, I psf=47.88141m' Nommal Design Wind Speed (Vasil) converted from Ultimate Design Wind Speed per Section 1609.3.1 1. For effective arras or wind speeds between those given above the load may be interpolated; otherwise use the load associated with the lower effective arca. 2. Table valuta shall be adjusted ter height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2) 3. Plus and minus signs signify pressures acting toward and away from the bm1diag surfaces. 4. Negative pressures assume door has 2 #feet of'width in building's end zone. ` 5. Table values inolode the 0.6 load reduction factor. TABLE 1648.7(2) ADJUSTMENT FACTOR FOR BUILDING HSIGHr AND EXPOSURE, (X) MEAN ROOF HEIGHT (teat} EXPOSURE 15 1.00 121 w, 1.47 20 1.00 1.29 :55 2S 1.00 1.35 1.61 30 1.00 1.40 1.66 35 .1.05 1.45 1.70 40 1.09 1.49 ; 1.74 45 1.12 1.53.. 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 869.2.4.1 Garagedoor labeiing. Garage doors shall be labeled with a permanent Iabel provided by the garage door manufacturcr. Tlie label shall identify the garage door manufacturer, the garage door modeltseries nurnbcr, the positive and negative design pressure rating, indicate impact. rated if applicable, the installation instruction drawing mference number, the Florida Pradnct Approval or Mimi Dade Product Approval number if applicable, and the applicable test standards. The required garage door components for an approved garage door assembly may be indicated fusing a checklist form on the, label. If a checklist format is used on the label, the door installer or the garage door manllfacttlrer shall mane the selected components on the checklist that are required to assemble an approved garage floor system The installation instructions shall be provided and available on tine job site. FLORIDA BUILDING CODE BUILDING, Sth EDITION (20`14)