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HomeMy WebLinkAbout2577 River Landing Dr (4)1 158'-6° 12 5 2-jA z _-1 12 L PLUMB CUT > 2X4 2'-0" 62 2'-0" 1'-6.. 1°- U Q —u z 0 U zm 0>- Um -10 we FT26 u 3o 4'-2„ L L J Q 3'-4" N 3/4' 5UBFLOOK 1(Q1f <� N ? c TRU55 HELD 13ACK 3/4" PLY `° EOR WOOD. �, o z cV L.. Lam. 0 zm 1'-10' 5'-B" N OU ED L_ FT27 WALL HT. BASED ON 12'-0° i 2, o. i chi- �1 ii A.F.F. CU L� FT23 � PLY DEFER TO ENI-G— y o PACK FOR CONNECTION. L6 L , 43\4 K=5317 QU= 173Ln 4CJ3,_4a 12 ;AK RM D A' ITION I F, m ._.._. 21.011 - ,U, TYPICAL 5 S ETBAC K z C0RNER5ET LABELING J AND SPACING )N Q DANGER CHART Ji. THA 422 (SIMPSON) Labeled End Mark ATTENTION! DDN'T LIFT SINGLE TRUSSES WITH SPANS 'LONGER THAN 30' BY THE PEAK CONSULT $CSI -B1 30' Span or less Spread 60 Baran 60 degrees or less ; i I/2 i I. 2/3 to 1/_2 �I Ta time spam" appr...T'J time span approx.— REFER TO BCSI -B1 Truss rust be set this way if crane used, Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Nates 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up, All hangers to be Simpson HTU25 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted, Per Truss Plate Institute BCSI-131 recommendation 4) permanent X -bracing should be placed at a maximum spacing 15' O.C. across the span, to berepeatedat a maximum ,of 20' between eaeh- X-brace throughout the structure. Please refer to SCSI -131 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 120 ENCLOSED BLDG EXPOSURE = C USAGE -RESIDENTIAL CAT II WIND IMPORTANCE FACTOR 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2004/2006 TPI 2002 Truss member design & connector pplates are designed for ASCE 7-02 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL _ .. 5 PSF TOTAL 55 PSF WALL KEY 18'-9 7/8" 5EPERATION WALL �- TO ROOF DECK it BUILDER :MI HOMES PROJECT :RIVERVIEW TOWNHOMES MODEL :7 UNIT BLDG - ELEV. B CCA PROJ/MODEL/ALT .JP6 7UB (FLOORS) ALT DESC : OTC LOT BLOCK DESIGNER PAGE .TDS E of 2 05/22/2009 SCALE 35424P1 1/4" "=1' CARPFNT]ER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PHONE. ( 800) 959-8806 FAX: ( 863) 294-2488 BUILDER :MI HOMES PROJECT :RIVERVIEW TOWNHOMES MODEL :7 UNIT BLDG - ELEV. B CCA PROJ/MODEL/ALT .JP6 7UB (FLOORS) ALT DESC : OTC LOT BLOCK DESIGNER PAGE .TDS E of 2 05/22/2009 SCALE 35424P1 1/4" "=1' 22 -6 22'-6" i 1'-6" 11' 6" 12- ' 12-6 lL! F r1 EELS 3/ I-- wl I ti - » » �- - 2X4 _ 1 1 PLUMB CUT — » 2 0- » ,• ,, » } -10-... , „ �' 11 1--6 2 -0 82- -2 -0 2 -0 2 -'2 2 -0 2 -0 2 -0 2 -Q I 1 -11 2 -0 2 2 -0 1 -10 8 1 -10 1 -10 11 `10 -_ 2 1 -8 Q �I I J1 CJ I i J3 r lip�i TUB -- SH R UB S R EJ5 n -. o T n 11 18 ° FT16 _ T9 z dLU _0C r — z I FTs zm o i 'v- rico F I ILL LL 3. "j� ' 2 — — N FT26 _`' © 1- 8 2 -0 2 -0 2 0 2'41 2 0 2-0 we — — — oUl ' " I/ 2-04 - I/ m we F _ s ET WA L_TEV. J J J J J -- J J J J wAcr _- F� N I j a FG9 3PLY — Jl JL Jl Jl JL JL 1Fr 1 1 1f if 1r if T JL J1 JL JL J Jl 3/4" UBFLOOR F Q I c7 -, l D F G 7 PLY N BUSS HELD BACK 3/4 z - - - - FOR PLYWOOD, o_ <LU i r r 1r 1r lxnXF _ T wALL BV_ U z p B I ci A/C LU [a CHASE I _ z + z o0 u- > FT11 CJ ©>- a M 8 WALL U op N 5' 8" -10" 2'-0" 2'-0„ 2,_0» 2; 2'-0 2'-0" 2,_0., 2 -0,, 2'-d al - `' - we ISI u- - ie ..........:' _ _ _ T- iii FT27 [- WET LL_ABV ISI FT1 _. LF \1 Ij„j - - I„ I� 2 08„ » » A/c 1'- 11 2'-0” 2 0 2'-0” 10 $ 1 -10 2 -0 1 -9 3'-4" CHASE Z 1 __ (ll Lj 1 L - p w L� - 7) » DRG. WALL , 1 �S 2'-0" 2'-C }�` WALL MT, BA5ED ON - V N uu n 5 -82 4'-72» � ' u Z -a 4 3„ 4 A. �. F. irr0 > O 13R '. WAL BRG. ` ALL BRG WALL U ray FIll I U r- --- -AT C; — __ F z m I o ,� � �, U >- ' FG11 3PLY N U m I N - m FG12 3PLY i FT �� lr 1r 1r 1r 1r 1r -- 23 m - �— ir 1r 1r 1r 1 N Q » 1, 1 2'-0" 2'-0" .'-a" 2'_ _4 N RIEFFR TO E FG5 PLY 1 -1 , 2 0. 2'7 0 2 -0 0 0 00 777/ _FT19 F PACK FOR I. F m c� N CONNECTION.' C\jN G� I m N m L6 _ p 11 it o cv o Q LU M Q o N O mLn N o to LU F 14 N N c'V N C_13 �� 0� II II oS T1 N U IZ U 0 Y-0" 2'-0" 2' 0" 2'-0" 2' a" _ R= 5 31 I I �_ T - _ U= 1734 F o CJ1 FG4 PL FG3A 3PL_Y 11 -5 11� 8--0» JL JL L IJL JL JL JL JL - --_ — - �, L4G L4G F R= 7153 � I ..-� ____.�.: I U= 2333 -.,. W -dam JL JL F r.,1 Y. z J3 CJ o JL JL JL __ =---= _.1cN LO Y BLDR. G I LICo N _ J1 I EJ5 E 5 CJ - , E 3 CJ r� 21-0u - Q _— 3 C -- F s TYFICAL SETBACK —_ -- —_ ---- - - CORNEF5ET LA13ELING CONNECTION __\�CONNECTION BY BLDR. BY BLDR. AND 5 ACING 10-10 11'-8" i1'-8" 10,-10" 11'-4" - 4--- - I 5'-1 TRENTON 12 PRINCETON 3,-28,, LEXINGTON UNIT "C'" __ RA Ic RM�D PARTI ION UNIT 111311 1UNIT "A'. `� 5 RAKED OR AR ITIO HA CHAT J L THA 422 C S I MPSON) Labeled End. Mark Tota Truss Quantity i, - 4�j6l TH15 15 A TRU55 PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRU55E5. ENGINEERED TRU55 DRAWINGS AND ARCHiTECTURALS 5UP R.ECEDE TH15 DOCUMENT. ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -D1 30' Span r less SpPread 60' Ba an 60 degrees or less 3 to 1/2 _ I Ta Une spanapprox. Ta tine spanspan apprex.� FREFERT1-0 SCSI -B1� Truss must be set this way if crane used. Truss Is an exarlpte, your truss may not match. Insist crane, operator sets truss this way: IN ■® General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up, All hangers to be Simpson HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 recommendation 4) permanent X -bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X-broce throughout the structure. Please refer to BCSI-B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL _ 20 PSF TCDL - 7 PSF BCLL = * PSF SCDL = 10 PSF TOTAL = 37 PSF DURATION — 1.25 % WIND SPD/TYPE _ 120 ENCLOSED BLDG EXPOSURE C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR 1 BASED ON = 9.2 UPLIFTSPSF DESIGN CRITERIA BC 2004 F 2006 / TPI 2002 Truss member design & connector plates are designed for ASCE 7-02 and max>mum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL' = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ,ROOF DESIGNED FOR WIN S]"INGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON LAYOUT. 00 WALL KEY 91-q '5EPER.AT10 N WALL TO ROOF DECK LOAD# DESCRIPTION INIT. DATE F/01 CREATED FROM 7UA TJC 2/24/2010 ■® CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G: N, W, WINTER HAVEN FLORIDA 33880 PHONE ('800) 959-8806 FAX: ( 863) 294-2488 BUILDER ' :MI HOMES PROJECT :RIVERVIEW TOWNHOMES MODEL :7 UNIT BLDG ELEV. B CCA PROJ/MODEL/ALT ,JP6 7UB (FLOORS) ALT DESC: OTC LOT BLOCK : c-,2(° DESIGNER PAGE .TDS DATE � � 05/22,/2009 f 2 LAN# SCALE I35424P2 1/4-1, "=1' MandiM/25/2010 3:47 YM 1dt)444e4.awg�