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HomeMy WebLinkAboutPROJECT INFORMATIONRECEV..-,:J APR 21 P06 CONSULTING ENGINEERS & PRODUCT DEVE OP ENT October 9, 2014 SCANNED Mr. Allen Berger BY DAB Doors, Inc. St. Lucie County 12195 NW 981 Avenue Hialeah Garde&, FL 33013 Re: Series 824 9'-4" x 16'-0" Garage Door Wood Buck Anchorage I Dear mr. roper, In addition to the wood buck anchors listed in the above mentioned Dade Coi uty p roduot approval for a 9'-4" Garage Door, the 2x wood buck can be anchored into a wood si ibstraa (see allached sketch) with 1/4" Lag Screws 1-1/2"min. embedment and 3M,min -pdoPdict �P" na+a4 below. - I — - NOA # Drawing # Design Load Wood Anchor S ek acin 12-0110.06 O1-09 +50A,-60.0 psf 19 " o . Please find attached supporting calculations for your reference. Please note that abFve is subject to Building Dept. approval• If you have any questions, please feel free to call i ts. •• :10 2014 'Jav P:E. . i1�feAF ;:vd»sE�w ClUsrrsl�emn7caAFG:7lG02�OawmeAtSlVivonfea0ocumen5{18 (W) DOMWAD-Wood euckLVDI-W doc 32355W 87w Avenue I M18MI, FL 33174I T:305.264.8100 I F: 305.26L6979 DATE F-LCLIENT 6A/4 11 ' rl A T. e-.r,.... t. r.,-, PROJECT ' ✓�tuLW4l�WgAlY4. � S?ASECTIONAL6ATtAG$j3�0it�M! f,. V/DW Ar B- ET AND + , .C. I l DkN 01 Iva" W000 9uCK •CONNECTION TO WOQQ iQBEBEE r entied.�a- L (C-3) . L vw,r:rf- n.Da ,F�.a.T'.r�,�rosvz 1 1238 S.W. 87th Avenue, Miami, Florida 33174. Tel. (305) 264-81 AL-FAROOQ CORPORATION DAB DOORS, INC. Drawing CONNECT 2x WOOD BUCKS TO WOOD SUBSTRATE SPAN = L FT DESIGN LOAD POSITIVE = Pdp PSF LOAD / FT (POSITIVE DIR) R- L*Pdp /2 LS/FT ECCENTICITY = 0 IN RESISTING ARM = d = IN PULLOUT ON ANCHOR = T = RWd LB EMBEDMENT SUBSRATATE ALLOWABLE TENSION = Ta (LB) (C SPACING REQ = Ta / T *12 1UM-- �x;� mww���eC:rit�iYS'iY` [A Sir2 Reference * tlidrawal Design Vainest IL2.1 Lag screws 11.2.1.1 The reference withdrawal design values, in lb/in, of penetration, for a single lag screw inserted in side grain, with the lag perpw ovi�, .,,,.�•,.�,(,;-.,,a,.�..s•..: worm !ibzfs, shall be de' te rnuned from Table 11.2A or 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 a4justment factors (see Table to ob- tain.adiactpd.r. YY . W =1800 G39YA (11.2-1) 11.2.1.2 When lag scret4 from end grain, reference wii Shan -be multiplied by the en( 11.2.1.3 When lag screw —� •�u.awa. amular,nr or we ti section shall not be exceeded Table JL2A LaIV. Sl*roaez_ere..de,.�� _ —--�....,. ••e6�ca Deacga values are In pounds per ue 1)ailed in withdrawal hw il design values, W, rain factor, Ces = 0.75. re k aded in withdrawn) �^riv at the net (root) * 1 .2.3)• n .._. a. -:.., _. aye 469 -- 533 .._._.•.v 604 a !,y"" 6 g 6 A AGR•• 789 ! WAn -.. 1 .,.. t ".„ 0.68 4$0.. 516: ':..$79,:••..6?jp:.. '•.Si;.- _ 905 p,...... 1016 ......_... 1123 ,.._..._.... . 1226 1327 3S7 422 484 5431-17i 600 709 ` t1193 ' 8 913 10 90. 1I03` 281 332 381 428 ..;:$ 473 559 OFF;;:":.{i _ hilt _. •�.,.. 0.5i sue.. 232 ..yY .- .-.na;,;. ♦.. K , . .. :5.. _ 66.t • : a `'•t12:: io„i "N :; c.,a50 }, ..:, 2x: 274 :'• '25bi :. 314 ; :.3.OS:`.: 353 390 461 528 593 ; l3 6g ; ::. t' ':: 8fi8 `:, 975 ; 258 296 . ..Z'• .. '498' 716.... .........218 .., ... ,...... . 3ti74 559 "61' 74 ... :... _ ,. 730 0,46453 199 sac ocn �,.,.. • _... :. ..:• 0.44252.: '... '312 ' 5 S62 13 664 r 0.43 ' 179 212 243 •'Z83. 273 • . 369 ...a.::423,:.. :.405 ; .,: 7. , . 525 '' . �4.:. 0.2... • •' 1 ' 20S :' • .. .. 235' $B.4• 302 357 409 459 508 4 ,::;62i :. 600 0.41 161 19, ?226 . 254 ;291 : 344. 3Q5 .. 443 : • `: 4sp 167 281 332 381 428 473 16 559 v3v 155 183 210 236 261 e99 0.38 149 176. 202 227 251 308 353 397 438 518 0.37 143 169 194 218 29b 340 381 422 1. 498 0.36 137 163 186 269 231 '389 0.35 132 156 17.9 200. 729 273 313 352 4 5 460 nirhdraaal rtv deaiV 130 j 149 167 t--- 185281 oce �v _6 �0. s(� 4�746471Tabulatad yr,ea ltitl For la screw 311 8 conneelions shell 6e mulrlF..' by all applicable adjusbMar focrors (see T. 3 m e ,4rv'MI('.AU ixmnnccu;,.... 1 S'1 Y RECEIVED APR 212M k q, claS l i (2T,(W/ Lei%'p -tvTt C--Yq,fc3 I &V I`tr�cl�a� oc c b LkbI( 3 �. � � s: �-' • r`"��j� sue' rpe� ,,R 5� ���� 3 3 ly y 3 r�aJ 16772)2Cs-I / 6ZI� ems: � e_-C-,k— �1JC�p UlJ�kVJ44,4A IT� Per w r"f 7#/ 3-0 3 D 2 L ©t.Arej vg �, T�'bzerel 2 u, ���' � FILE CO""