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Home My WebLink About2660 River Landing Dr2� 7 jn l 1 �> vvrit_r- r-vNL_ ',.v i vr-\�i\ -T vvr\" n111L_ vv i yr �,�� _T C 1 U U U W k_j U U U U FROM EDGE FOR FIRE PKOM EDGE FOK FIRE I 5TOF' 22'-G° 5TOP I� 23'-01I Total Truss LEXINGTON UNIT "All Quantity LEXINGTON UNIT "A" All valley kits marked "VK" or "MVK" are conventionally framed. Please refer to engineering pack for details. 1381 THIS 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE IN`s-"I A1_LATION 01' TKUSSES. CN(-;IN1A'.-K D TKU55 DRAW1N65 AI'JD ARC1-11TECI-URAL5 SUPERCEDE THIS DOCUMENT. 12 5 H EEL_=G 3/112 PI._U M k3 CUT „� �, 2X4 I I I I A I I I I I I I REFER TO ENf PACK FOR CONNECTION. C W 5 A C_13� i� In U CJ1 V UII II II 21-OII TYPICAL 71 SETBACK COKNER5ET LABELING AND SPACING 1 a'w /3 3-7u 13 321 PEP'wr # HANGER CHART- AL HAR AL = HTU 26 (S I MPSON) A t = HHUS26-2 (S I MPSON) Labeled End Mark PRINCETON UNIT"B" 0Z DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span r iless 30� ad 60' Ba an P 60 degrees �. ,� or less I 1/21 - ( I 2/3 to 1/2_ —� Une rspan apPr—o. Tag/ Unel spun appr°x' --� [REFER TO BCSI —B1 Truss must be set this way if crane used, Truss is an example, your truss may not match, Insist crane operator sets truss this way, =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—brace throughout the structure. Please refer to BCSI-61 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 = 140 ENCLOSED BLDG EXPOSURE = C USA(YE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2010 TPI 2007 Truss & connector pi+�, 11 are designed for y fc from both corn onen and main wind force resisting sys erns. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. LBC OOR LOADING SCHEDULE = PSF = PSF = PSF L - PSF ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING WALL KEY 181-97/811 5EPERATION WALL -Z� TO ROOF DECK LOAD# DESCRIPTION INIT. DATE R/01 CREATED FROM 6PA TJC 3/12/2012 RA01 NEW CODE, WIND, LUMBER, PRJ TJC 8/7/2012 PH❑NEI ( 800) 959-8806 FAX: ( 863) 294-2488 BUILDER :MI HOMES PROJECT :RIVERVIEW TOWNJELEA MODEL :4 UNIT BLDG - CCA PROJ/MODEL/ALT QY8/4PA (ROOF) ALT DESC: OTC: LOT : c� BLOCK DESIGNER PAGE .TDS DATE 1 OF 2 05/15/2009 LAN# SCALE N143508P1 1/4 "=1' 00 MandiM/17/2012 1:34 PM N143508PLdw� CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PH❑NEI ( 800) 959-8806 FAX: ( 863) 294-2488 BUILDER :MI HOMES PROJECT :RIVERVIEW TOWNJELEA MODEL :4 UNIT BLDG - CCA PROJ/MODEL/ALT QY8/4PA (ROOF) ALT DESC: OTC: LOT : c� BLOCK DESIGNER PAGE .TDS DATE 1 OF 2 05/15/2009 LAN# SCALE N143508P1 1/4 "=1' 00 MandiM/17/2012 1:34 PM N143508PLdw� v- N I I '-G" I 11-G11 221-01 22'-G" I r_i nu min -,31, LEXINGTON PRINCETON PRINCETON LEXINGTON UNIT "A" UNIT "B" UNIT "B" UNIT "A" PARTIT10""N WALL PRONLE-5 Tota� Truss Quantity - 1381 f f11`_==> I` A TRUSS PL_ACLMCN C PLAN. ITS INTENDED TO / IN T11[ it l`�-I A1_L_ATION C)I" 1 -RU` 5E'S. F NG1111_I_K1_D �TF\U5S Df'�A�Jvli��; � AND ARCNITCCTUf2AL5 SUPERCEDE THIS DOCIJME:NT. e Labeled t-nd Mark _: ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -Bl 30' Span or less SPread�6'0' B pan f60 degrees or less I 1/�I Ir 2/3 to l/2 Une span a�pprox, Ta Une span approx, REFER TO BCS1 -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way, r�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-61 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—brace throughout the structure. Please refer to BCSI-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 = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2010 TPI 2007 Truss member design & connector plates are designed for ASCE 7-10 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 = PSF TCDL = PSF BCDL = PSF TOTAL = PSF ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY -----1 181-9 7/811 5EFERATION WALL TO ROOF DECK LOAD# DESCRIPTION INIT. DATE R/01 CREATED FROM 6PA TJC 3/12/2012 RA01 NEW CODE, WIND, LUMBER, PRJ TJC 8/7/2012 PHONE: ( 800) 959-8806 FAX: ( 863) 294-2488 BUILDER :MI HOMES PROJECT :RIVERVIEW TOWNHOMES MODEL :4 UNIT BLDG - ELEV. A CCA PROJ/MODEL/ALT QY8/4PA (ROOF) ALT DESC: OTC : LOT : CD BLOCK �U DESIGNER PAGE TDS DATE 21of 2 05/15 2009 LAN# SCALE N143508P2 1 4" "=1' MandiM/17/2012 1:34 PM N14350BP2.dwg� CARPENTER I 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 :4 UNIT BLDG - ELEV. A CCA PROJ/MODEL/ALT QY8/4PA (ROOF) ALT DESC: OTC : LOT : CD BLOCK �U DESIGNER PAGE TDS DATE 21of 2 05/15 2009 LAN# SCALE N143508P2 1 4" "=1' MandiM/17/2012 1:34 PM N14350BP2.dwg�