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HomeMy WebLinkAbout6460 Windsor Lake Cir 12-1123 (truss) (a).i .. __..--. -_ .-_..-..... ,.,.I...__., -__..._..... ...... - _-_______..__.-.._ _.._... _ ..._.._-.._,�w...r..��..:...�1._._....w..,.,.ti..�:..,:__....._..,..-.w.._...�.x.:w.-�..:,.....a _-,-.....-u._..1.... w..e. J.. IL. w-.. ,r.. ._..�.,.- ..,....... ++:... ,.e -4, w, .,u..4.,x }1,..+....... .,- ..y...x ....»w,..w..,.,.w..,,.._.,,,...,.�..��.,,..,.�....«.,..,.�.w.�»�....,uw..... 12 12 110 11 �i y UNIT #6 UNIT #6 `\_ ''�. -� \ `\-�\ \ �..\\'�: ,� `-\ DIEGO G I UNIT #5UNIT #5 i B ❑NITA B❑NITA V,1,155V,1,155NF�W BACK // 4 \ `� SOC? pI YW0�1C� UNIT #4 I.. � UNIT # �+ \__ _ CRISTINA \�\ \ i T \ �.\ (SIS TINAUNI #3 \ \\ i I `\`_ I 1. `� �,,,�`••,� \�\\'.� �, �; : / - �� UNIT #2 C R 1'_>T I N A-� -- �'------- - eo�- - ____ —- - - --- — B❑NITA� `'�.,�.: UNIT #c UNIT #1 BL�f`lLlA \ -- AMELIA UNIT T #1 ` A M E L I WAl Hf, PA5�P ON ` II I T UNIT 4 UNIT: #I UNIT I7� UNIT #.3 UNIT �k4 UNIT #.� P CR STINA BCI, ]IIA �1E_ AMEL.I A .�❑NITA. CRIST,INA I� _ I` { ?2 3 i u JJ, 11 h 8 LI n fl 9 V� _ ,; �� r 1 WFLc I �o ALV IN 514" 141,1) IN 3/�t 1z V IN / � N3/ 9 �, crnr7 T Frrcc �. : FT2G E .:. Ff2GE' / F .... FTIGE '7A a 'Ma-Tla ( ) 2XS L3YOIYK --- I O al. r C 2 LXH I,6GLc,101 i l 2Y3 "Y�nYorr�i;_ 7 .. -- --- IT I w _ �(CJ GCL�R J� - _. CL=XFIL �r' 13YOWI— o- -- — ----- — �— - — — —r a c A r u. FTr2 I Fn — ---�-- ! GA I YPICW. —— '-- - — -- (2) ?xg! �G�rsaYnr�r� __=J A___— -- — I I 3 c. ------ — al -ai a --- t _ o . APJU�f '112' FTG2 bSNEEtI _�_..- _--_}' .-.... > �- _..-..� _--—_..__._-. 7- - - I -`_r --fin --1__I FTEaA --w-. m 2 2XGL. C,156ffYG .._ C2. LX3 F.G.p>6 G(I ! U GC. I W O E _ —.. - - �__ ------ r rIe dp --- --I --- Frr2 0" R 9 -3" ro e,. q'-3" -- -- -- I = — — — — —_— = s; f ` Q — !, rrta _ —- - WT Frio 50wEl;il --- ---_ —. _ -- I FTea .p C' LXt3LEKSfly ( n Ei'-6"OG. FT7—_FT7 FG75- - �V] u i (lis" 1�15�5 r1JED ma+ecrerornroeg� arre.¢e.rrurt+r? t3' -CJ .1 G.1-77 jJ > - I I, orromo iuWhe--rocrxo rmc€x 9 1? i ... FIE. —�_ zTz __ •3_ _ _ '. —. .:_ ..�- ---- � „s+ E "i iz�w za�r���nvortc. te, ia,rc�mc.were. z- P � Shen a ; .. fsaryM OP IIN+.EK - - K F A5 Ne�7 u � - __P,_:5275 Q, FGT3 e- szra F nGe WC, va"Ir Y'ONf e_ g= TT I'LrVt x q) aX�1.ec,P PY0 suz _ u- raoc (2)..rveratKarorraF �/'t N iii CO - l2''II" i J_ is -- LA�AI,t�t7 end Mirk > UNIT #3 UNI 1 #4 UNIT #� UNIT # UNIT #1 UNIT t#� AMELIA BLINI - A CRISTINA C RIS -TNA B❑NITA J IE G❑ TH 15 15 ' P\ . -5 1 p �- CFWNT F�iN 1 TINFNPLP fO AI fl, � N5frN,.AT iN 011' � NGRtV VKAVlIN(tA i ..J0��I'IIf���l�l�J P � �i,i�I✓�I��.6r✓'' G�I�> II�I� 1��/+�. General Fllel chord trusses, flat trusses and flathave the top chord partially pointed greenoenstalled green side up. AI! hangers to be Simpson HUS26 unless otherwise 2), noted All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute HIB -91 recornmendation 4) permanent X -bracing should be placed at a maximum spa Ing 15 O.C. across the span, to be repeated at a maximum of 20' between each X -brace throughout the structure. Please refer to HIB 91 for any additional bracing details. ROOF LOADING SCHEDULE TCLL 20 PSF TCDL = 7 PSF BCDL 10 PSF TOTAL 37 PSF DURATION m 1.25 % WIND 'SPD/TYPE 120 ENCLOSED BLDG EXPOSURE = C USAGE - RESIDENTI.AL CAT: II WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 02 PSF DESIGN CRITERIA FBC 2007 --TPI 2002 Truss member design & connector plates are designed for ASCE 7-05 and maximum forces fi-ona both s components and claddings g and main wind force resisting systems. These trusses have been reviewed to carry an additional 1.0# psf non -concurrent bottom chord live load. LOADING SCHEDULE FLOOR LC G TCLL 4© PSF TCDL10 PSF 5 PSF BCaL TOTALI, e55 PSF ROOF DESIGNED FOR STN GLE ALL REACTIONS ONS 0 vER 5aaa LOAD# DESCRIPTION INIT, DATE F/01 Cp'd.Mercedes KP1 rdg 10/6/10 C A R P E N T E R CONTRACTORS L,— OF AMERICA 3900 AVENUE G. N. W. WIN_rER HAVEN FLORIDA 33800 PHONE: ( 800) 959-8806 FAX; ( 863) 294--2488 3UILDER- DR HORTON =°ROJECT: WINDSOR LAKE MODEL: 6 UNIT BLDG vCA PROJ/MODEL/,ALT MJ2/6U \LT DESC: FLOOR )TC: _OT: BLOCK: .134 ARZ 2/24/010 4:38 PM