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HomeMy WebLinkAboutBUILDING PERMIT ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 5/1/17 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 x PERMIT APPLICATION FOR: Window/door Address: 3090 Rogers Rd Legal Description: 30 35 40N 140 FT of E 171 Ft OFW 186 FT of S 1/2 of W 1/2 of E 1/2 of NE Property Tax ID#. 2430-114-0005-000-2 Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: F+r N' *^x .�1 `i};f,+ S � .�'�'P*,�K - � & ,,:�'�s'�� � ��Ai��,,.s �`F�5�f H�"5 R•u'�✓r £ �c .�. r'i. � .�z `� 3 luL� w , �' r Fa7 z 4 e �3a •m,?�;s E Tear out and replace 10x7 garage door r ,x � s Additional work to be oertormed under this permit—check all that apply: 11HVAC u Gas Tank []Gas Piping Shutters Windows/Doors ❑Electric ❑ Plumbing Sprinklers FI Generator Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ 1116.00 Utilities:Sewer O Septic Building Height: .,r �yy _ �✓ Fd F E ( • fir•c mat TRACTC� ram, iW .x:�. ,w,..e.. _� �,.• a- .\ . �..._« .'. Name John Browning Name: Denver Miller Address:3090 Rogers Rd Company: D&D Garage Doors PSL City: Fort Pierce State:FL Address: 435 NW Enterprise Dr Zip Code: 34981 Fax: City: Port St Lucie State,FL Phone No.772-370-9027 Zip Code: 34986 Fax: 772-460-7635 E-Mail: Phone No. 772-460-7630 Fill in fee simple Title Bolder on next page(if different E-Mail: Tiffany@ddgaragedoorspsl.com from the Owner listed above) State or County License: 19007 1f value of construction is$2500 or more,a RECORDED Notice of Commencement is required. 's,;. "' ON.if DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable BONDING COMPANY: X Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: 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. s Signature of Owner/Le ee/Contractor as Agent for Owner Signature of Contractor/License older STATE OF FLORIDA STATE OF FLORID4, COUNTY OF _� �UG� COUNTY OF �s �C�•� The forgoing instrarry�t was acknowledged before me The forgoing instrument was acknowledged before me this day of l�y 20 1�by this ' day of \ � 20 Aa by (Name of person acknowledging) (Name of person acknowledging) \dJ�L — T (Signature of Notary Public State of Florida) (Signature of Notary Public-St to of Florida) Personally Known Ll"� OR Produced Identification Personally Known ✓ OR Produced Identification Type of Identification Produced Type of Identification Produced `�°P;lY N� TIFFANY A.LEE Commission No. FFkc)r` -7A �aa('S"'I) Commission No.�� ����`i ' c (940MMISSION#FF 101474 ° , TIFFANY A. loe a * MY COMMISSION& 01474 'i EXPIRES:April 2&,2018 Z?, , ✓ '9r �° BondedThruBud°tNotar Services XPIRFS. !i I Revised 07/15/2014 'r' �"�°�`O� Bonded Thru Budget Notary Se,vi,>s REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Property Card Page 1 of 1 Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address:3090 ROGERS RD Parcel ID:2430-114-0005-000-2 Sec/Town/Range:30/35S/40E Account#:32742 Map ID:24/30N Use Type:0100 Zoning:RS-3 Jurisdiction:Saint Lucie County Ownership 33 John W Browning sf Phyllis A Browning 3090 Rogers Rd r Fort Pierce,FL 34981 '' Legal Description 30 35 40 N 140 FT OF E 171 FT OFW 186 FT OF S 1/2 OF W 1/2 OF E 1/2 OF NE 1/4 OF NE 1/4(0.55 AC)(OR 1457-2668) Current Values e Just/Market Value: $83,200 Assessed Value: $76,193 Exemptions: $50,000 Taxable Value: $26,193 Total Areas Taxes for this parcel: SLC Tax Collector's Office p Finished/Under Air(SF): 1,336 Download TRIM for this parcel:Download PDF® Gross Area(SF): 3,140 Land Size(acres): 0.55 Land Size(SF): 23,958 ........... 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.paslc.org/RECard/ 5/1/2017 MIAMI•DADE MIAMI-DADE COUNTY EM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy DAB Door Company,Inc. 12195 NW 98"Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Miami-Dade County Product Control Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with Window Lite Option(DP+36.0,-44.0 PSF) APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number, approval number(NOA),the applicable test standards, and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. 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 endorsement 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#14-0814.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval docu vent mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0304.01 MIAMIDADE COUNTYJI Expiration Date:July 21,2020 � Approval Date:April 23,2015 b� 1 /1�/;9 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA #11-0414.12" 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by. Hurricane Engineering&Testing Inc.,Report No.RETI-11-3204,dated 0 112 0/20 1 1,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated 01/21/2011,signed and sealed by Candido F.Font,P.E. "Submitted under NOA #05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E. b. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003, signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted under NOA#03-0210.04" 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation,Test Report No.258592,dated 08/1711998, signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA#14-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. �ron14/20 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date: April 23,2015 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont) "Submitted under NOA#1I-0414.12" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. "Submitted under NOA#09-0128.02" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/1712018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block hrsulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.UETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.10" 1. Statement letter of code conformance to the 5"edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahtnad,P.E. A,94 Carlos M.Utrera,P.E. 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Z O m w n nw JO Lam\. M Z IIII O 6 cw.> El \ w v I i i O NZ I� ..... J V w - `;is ... N xo I 03 0 K ! jl' - Q Fw- n I x F H W I w J 11'I o J2W ,.. 37. O_U V) n QLo Z IIII o 3. 711- �2 � ` .I:- � _t . n°o LL '070 - an 'XtlW „8/S Ol ' ® J� o z� 1H013H_'MOM 'XNW „b/L bL n w oy0 ca 0 N xx U W Q 00 w� lw V oo4 ^e oampo � �+ 0 xo ✓� n¢ ly �6� �o o �oz n pia 0 - -- -- ---------``-, 210R13_lX3 1HOI3H MOONIM CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT October 9, 2014 Mr.Allen Merger DAB Doors,Inc. 12195 NW 981 Avenue 1-lialeah Gardens,FL 33018 Re; Series 824 16'-2"x 16'-0"Garage Door Drawing##02-21 Wood Duck Anchorage Deaf'Mr.'Berger, In addition to the;wood buck anchors listed in drawing#02-21 for an 16'-2"Sectional Garage Door the 2x wood buck can be anchored into a wood substrate with1/4"Lag Scre,vNs anchors with l- 1/2"min. embedment and 3/4"min. edge distance as listed below: NOA#` Drawing#` Design Load. Wood Buck I'dl Anchor Spacing 12-0110.14 02-21 +36.0,-44.0 psf 15"o.c. Please find attached supporting'calculations for your reference. Please note that the above is subject toBuilding.Dept. approval. If you have any questions, please feel free to call us. Very t ly'yours, P gad l zGid; . Chief gineer C.,(Userslveronica.AFC£NGOifaocumentstVernnicaDocumentsil8(&AS)DoorsjDAB Wood Buck Ltr 02-21.doc 1235 SW 871hAvenue [ Miami,FL 33174 1 T:305.264.8100 , F:305.262.6978 1 www.afeeng.com alfarooti@afcen :corn JOB NO, BY SATE :S;HEET . AL-F tC t.- ca atalzoaCLIENT PROJECT D B DOORS, INC.. 824 SECTIONAL GAR GE DOOR- N. f' l/EDGE ` DIST_ r M z i r 1-1/2 MIN.EDGE Qw ssr® T. 1/4' LDIA. LAG SCREWS I t✓''✓� �` 1/4" DIA, LAG SCREWS �ft/I7 t WOOD 8UCK<�t AT G" PROM'ENDS V!QD BUCK-t AT B" FROM ENDS r� r' AND PS' O.C. MAX, ✓ r �o AND fit' O.C. MAX. A' Jr` �E r X— I WOOD BUCK CONNECT19N I0 WOOD SUBSTRATE €,4 -K lF5 _x CAN.EB'353s A CIA A,RE-,.4 7059 1235 S.W. 87th Avenue, Miami, Florida 33174. Tel. (305)6'4=Z 6 `- DAB DOORS, INC. L.G./ 824 GARAGE DOOR WOOD BUCK ANCHOR CALL. 7/1311' Drawing # 02-2.1 CONNECT" 2x WOOD BUCKS TOVOO:D SUBSTRATE` SPAN = L FT 16.167 DESIGN LOAD POSITIVE = Pdp PSE 36.0. LOAD f ET (POSITIVE_DIR) R = L " Pdp /2 LB3/FT 291 PIVOT ABOUT POINT ECCENTICITY =e IN 2.455 RESISTING ARM = d IN 1.500 PULLOUT ON ANCHOR=''T= R*e,,/d LB` 476 ANCHOR TYPE : 114" LAG SCREW THRU 2X WOOD BUCK W13W' MIN-,EDGE DIST. EMBEDMENT 1-112" SUBSRATATE Wool) ALLOWABLE TENSION =Ta (LB) (C-1) 624 SPACING REQ = Ta/T*12 15.7 USE SPACING (IN) USE IS"O.C. OK BY INSPECTION/1 15.0 ----- OCT 0; % 11.2 Reference Withdrawal ,Design s . ., . . LagCre'4�5 I t.2.1.2 When 14_a screws are loaded in withdrawal froth end grain, reference withdrawal design values,l'4 11.2.1.1 The references withdrawal design;values,in shall be multiplied by the end grain factor, C,$=0.75. lb/in, of:penetration, for a single lag screw inserted 1r 11.2.1.3 then leg screws are loaded in withdrawal, side grain., with the lag-screw axis perpendicular to the the, tensile strength of the .tag screw at the net (root) wood fibers, shall be determined from Table:"11 2A d1 section shall not be exceeded(see 10.2:3j. Equation 11.2-1; within the range of specific gravities and screw diameters given in Table 11.2A. Reference withdrawal design values..W,shall be multiplied by all applicable adjustment factors(see Table 10.3.1) to ob- tain adjusted withdrawal design values,W'. W=1.800 Gar D" (11.2-1 Table 11.2A Lag Screw Reference Withdrawal Design Values MY Tabulated withdraNyal design values(1'V)are in pounds per inch of thread penetration into side grain of main"member. ten th of thread penetration in main meniber shall not include the length of the to ere l tip see Appendix I.;). Specific Gravity, La ScreNY Unthreaded 8lraitk Diaineter,D G 1/411 5/1 6" 3/8'# 7/16" t 1/2" 5/81' 3/4" 1 7/8" l" 1-1/81' 1-1/46 0.73 397 469 538 604 668 799 905 1016 1123 1226 1327 0.71. -. 3131 450. 5 - 579 640 757 86874 1077_ 1176 3273 0,68 357 422 484 543 600 709 813 913 1009 1103 1193 0.67. 349 :4.13 . 473 S31" 587 694. 796 93 987 ; 1078 j 167 0.58 28.1 332 381 428 473 559 641 719 795 869 940 D.55 :2G0 367 352; 395' 137 516 59 ". b64, 73.4 8f12 8fi8 0.51 �232 274 314 353 390 461 528 593 656 71„ ` 6 775 0.50.. 225. 66 3i 5 342 87$ 447 " 513 576 636 c 5 0.49 218 258 296 332 367 434 498 559 617 674 730 fl.47 .'' 205 242 278 312 345 408 4G7 5.25 58t1. 631 686 0.46 199 235 269 302 334 395 453 508 562 613 664 fl,44 186 220. 252, 2 3 312 369 423 415.. 525 574 621" 0.43 . 179 212 243 273 302 357' 409 459 508 55t4 600 fl.42 173 205 235 264 ' 291 344 395 443, 4 (l 535 57 1 0.41 167 198 226 254 281 332. 381 428 473 516 559 0.40 161 190 218 245 271 320 367 412 455 497 538 0.39 155 183 21>0 2,36 261 308 353 397 438 479 518 0.38 149' 175. 202' 227 251 296 340 391 422 461. . 459 0.37 143 169 194 218 241 285 326 367 405 443 479 0.36 137 163 196 269 231 273 313 352 389 415 460 0.35 132 156 179 206 222 262 300 337 373 407 441 0.31 110 130 149 167 185 L 218 DSO 1 281 1 311 1 339j 367 1,Tabulated widtidrat+al design values(W)for la.sCrm Connections shall be.multiplied by applicable adjustment factors(see Table 10.11): N1IERICAN WOOD COUNCIL GARAkE DOOR DESIGN PRESSURY. TABLE 1609.9.1 WIND SPEED)CONVFFiSIO14Sk%# V1e Tt?D 111 72f1 13t1 140 150 V 160 170 180 190 2EI0 V;� 78 85 93 1 1011 108 11 9 147 155 ForSL•I mileperhour=0.44m1s. a..Linear invgpolatlou is pernutted. b.V =n0aeival Seslgn wind speed applicable to fneWnds specified iA 1$xrept(ons i tbrougb 5 of Section m V,*=Wbmwe dedp wind speeds dodsmined fmmFiguta 1609A,1609B,or 16(9C. TABLE 1609.7(1) NOMINAL(ASO)GiARAG9 DOOR AND AOLLiNG DOOR WIND LOADS FOR A BUILDING Lhtlttl A MEAN ROOF HEIGHT OF 30 FEET LOCATE-13 IN EXPOSURE B{PSf)1.2jkss ULTIMATE DESIGN WIND SPEED(VJ DETERMINED IN ACCORDANCE WITH SECTION 16M3(MPH-3 SECOND GUM YikM Hfth: 1 D0 MPH 1101 i,RO iAPH 13t1 IuIPIH 140 UPI 860 A1PI3 'i6II MPH 170 MPH 190 MPH 18U taPkE =210OMPH M (it) Root Angie 0-16 deore m 8 8 V-:9:8 40S..11.9 12.5-14,2 1&7-16.6 17.1-19.3 19.6-22.2 223-25.2: 75.1-753 25.2. 31.9 314,-.355 34.6-39ft. 10 10 8A-9.4 10:2-im 12.)-13.6 14.2-16A 16.5-18.5 18S-21a 21.5-242 2A.3-273 273-30.6 30.4-34.1 3337 37.8 14 14 8.0-8.9 97-10.8 113-12.8 13.5-155 15.7-114 18.0-20.0 2D.5-22.8 :23.1-231 259-28:8 28.9-32d 320-33.6 Roof Ana% >10 degrow 9 7 9.6-1U.9 11A.-12.9; 13.7-155 16.1-18.2 18,5-20.9 21.3-24.1 24.3,-27.5 27.6-31.2 3U.6-14.6 24.2-38.6 SILO-43.0 IG 7, 9.2-10.3 10.9-122 13.1-14.6 155-17:2, 17.7-19.7 20:4-22.7 23,3-26.0 26A-294 29.3-32.4 32.7-36.5 36A-40:6 78 MPH 85 MPH 93 WH 101 MPH 108 MPH 116 MPH 124 b1PH 192 MP)i 139 MPH 147 MPH: 155 MPH . For Si:1 foot 304.8 nan,1 mile per how-1:.609 kw/hi I psf;t 47.88N1ms Nominal De sigawind Speed(Vamp cuuverted froxo Uwmsle Desigb Wind Spud per Soction 16033.1 1.For effective areas or wind speeds betwom those even above the load may be iu=polabed,otherwise nse the load associated with the lower affective area. 2.Table values sha11 be adjusted for height and expaaam by multiplying by the adjusm ent eoefcientin Table 1609.7(2) 3.Pins and%sinus signs signify pressures acting toward and away f roln to building surfaces... ' 4.Negative pn.ssu vs ageme door Las 2 fm cf vA&h in building's end zone. S.Table valuesinclnde the a6 load reduction factor. TABLE I W9.7(2)ADJUSTMENT FACTOR FOR BUILDING R612A.1 Garage`door labeling. Garage doors shall be HEIGHT AND EXPOS lRE,(X) labeled with a went:label provided by the garage EXPMRE r oor manufaacctumr. The.label $ball identify the garage BAN ROOF HtciGlfr:(fe 8 D door manufacturer,the garage door model/series number, 15 1.00 121 1.47 the positive and negative design prftsure rating,indicate .0(l 129 :55 impact.rated if,applicable, the 'iustallation instruction 20 1 25 1.00 1.35 1.61 drawing rafaxence dumber,the Florida Product Approval or Maam-Dade Product.Approval number if applicable, 30 1.0E3 1.40 f 66 and the applicable test standards.The required garage door 35 1.05 1.45 1.70 components for an approved garage door assembly may be .40 1.09 1.49 f 1.74 indicated using a ehecklist'form on the label.If a checklist 45 1.1 1.53 1.78 format is used on the label¢the door installer or the garago door msnuf rinxear shall mark the selected components on so 1.16- 1.5ti 1.81 the checklist that.are required to assemble an approved 55 1.19 1.59 1.84 garage Hoar system.The installation instructions shall be 60 1, i.ti2 1.87 provided and available on the job..site. FLORIDA.BUILDING CODE--BUILDING,Sth EDITION(2014)