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HomeMy WebLinkAboutTruss Placement Diagram di O N C V ' G a >. E o .0 68'0'r c s v m 3 c a ,r — 20'Srr 26'0 21'4" -a 20'8" 26'0" 21'4" a y v1 cm N- (D CID C C 72 O V C N ..: > W CS WE a _ C N o l a N o w p O G u u u u u u U u u v u c N m•c i = o •'O v' O ova" a y= C, 0 0 0 o O o O CJI CJI _ CJl / a o _ _ w w w w w w w fi' w o \ % CJ1 c Z _ 6� L I -. _ , �/ a O y d O = of v d (. y L o _ E m C13C F CJ3CS CJ3C c N N ,I CJ3C vN, as a - o ,Z a a J i , —. l F- c .� -aCL o 2i Orr 2r rr 2i rr CJSC CJ / . CJ5C o 0 0 20 20 To" 20 zo zo z012 , I JiFOR BRACING & ERECTION DETAILS REFER _ a a E = N o L ___ - -.__ —___ __-- __- TO BCSI 03 AND/OR ENGINEER OF RECORD L as E a .- - BO8 05;r _ _ BUILDER TO. B04 co o FRAME DOWN, - BUILDER TO- ;aI` _ __----- -- ___--- ----_._-- ¢ N F= >✓ `o - FRAME DOWN oo y as N\ . - - -- -- -, `o ..COFFER .. N OPEN TO ABOVE B07 FLA CLG ' m 603 60 B06 B iv o 02 =s ,.. y = I• as i CONCRETE DECK BY OTHERS' ___ _._ �„ = 3 FLAT CLG C4 _ _ N :8: > > — - _ Z > •rn B06 s N d V as o 0 _ > 602 Bob - o _ �� t� REPRESENTS THE LEFT SIDE OF / 1 1/4' B02 o m ~11,8' 6r 4rr 13 14'9!_ 54 EACH TRUSS DRAWING .. -- -- - T LANDING 16"DP FLOORS' TO L�NDING'.. O5 © F)4NGER •_ ve BYB[DR.1YP��—'!_ W -6 a p HD4 � = ^ � ° -a a c FG03 c c o - 7 a O - - J c a a 7 0 2:O:r n, 7 a ,. 20 20 20 20 110 21 111 20 2 20 20 01 4 201 4' 2'0" 2' 2' 2' "' " " �' � '� % �, o JUS24 OH T 6 .:.,N _ a roo 0o FGOl. o o zo 20 0 o zo 1l0 1 2 z1 J - - rn rn o m m n m N r _ 0 ) 2 0 2 7 0 i, a> c _ 0 0 0 0 0 N - - O m E a a a a 01 z O r•O O H O H o H o H - B JUS26 J MSH422 .. H H H N O O w w w w W L- w W w W w w NN N N N N � N � N N ---H- N N J III f� 7 J7 c o 0 r r r n u r n r n r n r r n r v r n r n d' r n n r n r n r r _____...._ _._. _._. ----- ---------_.... _.._..... 2 8 2 0 2 0 2 0 2 0 2 0 2 0 C' 2 0 2 0 6 2 0 2 0 2 0 2 0 2 0' 2'0" 1'6r 2'O,r 2r O r 2r Orr 2r O,r 2r O r 2'Orr 1r rr N w T _ m o a m o s 7 1 HD26 OK THDH26 2 _ _ L V V FLAT CLG J7 s c @ 9'4' _._.._ ____. __... .____ - ...................... FLA CLG ! v+ o 7 J7 OD THD28 © JUS26Vj -2 a o as u J7CC -' Eli a > j J7 OE THD26-2 OM THDH26-3 - ._...... as -o_ V � , `.. �O FLAT CLG J7A F JUS44 - - - @ as IN 7CA F N FL CLG / LI \\ o O m a� .� 8 7CC o --s vs m O 'N a •� L 4 PLY 2X12 BEAM LAT M J7 M •- c 1'9 3 BY BUILDER,TOP @ JUS46 O - - - __ 3 0 •� a s c '- a Z @ 9 9" - 7CA J7A p o o ` N o a >> as J7cc 'I J7 LOADING ROOF FLOOR WIND LOAD ' COFFERED CLG �., ..:::.. TOP 10 6 F{ FGl o H H _ I . LIVE LOAD 20 _ o T { 7CC -I J7 a 40 ASCE 7 10 _ -- e a O o ® d L <r i,- 1 j = a N = o AT CL J7CC J7 v DEAD LOAD 1 15 15 170 MPH EXP C N @10'Sr 1 j - -oa o In l - - E c 7cc �l J7 LIVE LOAD 10* 0 CATEGORY II o ' s Oo Q� 0 C" = N r H FGOS m i J7 J7 U DEAD LOAD 10 5 ENCLOSED v I i ) 12'11 o c ' d o t\ 3'3rr - r 7 / rn m m N L ,' C N N \ F 4�G J7 c LOAD 45 60 FBC-2010 a �, CID - ---------- TOTAL > 7 p a z DURATION FACTOR 1.25 1.00 TPI -2007 � a a 'E « _ F - CJS CIS N CTJ•� N ,C V O a C FG05 REV DATE BY REMARKS - - _ - - _ {: --- _ O O _ 2'0" 2'Orr 2'or 2r ,r 1r 10rr 2'Orr 2r 0" z'o° To" r o' T orr 2'0" 2'Orr T orr T o" T o" � � T orr 2'0" T o' T o" CJ3 i � ' cJ3 1 06/17/2015 JLS REVISED PER NEW STRUCTURAL DRAWINGS. w 2 0 2 0 2 4 o V 12'l l o ., ._ a a> w CM a 2 6 �o �o a r a = a o e.{ CJ1 � I n ¢ = N ^N O N 'a •�'E EG_ - \.. � `:,�� _ SV121, -/ gr _ / 1 N 'M V' _.___ _............ E •O '- N — — l'>=.. F4 __....... __.� •,� A y Cr JI I d d d ¢ d ¢ ¢ L i L \ \\\: \ c ByHAN(aLD E m ! o a A ! o /ti 09 \ �. N _.__... -- — ..._.—...------ — m_ rn >. @ 8"G j r a --- -___..--- j N V vd "d p i w w r va c L a LAT CL 12' 1/2" I E A wk� .� \ ®l0 8° ___"-.. --_' zF F P F p p TRUSSES HAV /--/-••-- r� i y O = O 'af 111 47 ll") {n N eH N N '� N r. - _ __—::-_ ..._r- 1'15 ]6'HEEL! = c w w `.3/ / _ — 3 ^ c __ _..... Y r O y �O8 15'7 - 12'5" 4'9" 3'6" 4'9" — 12'5" r COZ o0 /. M co m m c N N N N N N N O ccrry� 1: N ,. A' HANGER %_ ..i.... C°1 Y BLDR'IYP L a E N BY Co2 = V 15 1 6'3r _: 0 6r 3rr 15'1" - CO2 _ a _ _;. N C0z - APPROVED __ = N ,, o o N r . ti It is understood that above " ` a- .e ►` E d1 N `. L �� - V1 CO2 conditions have been reviewed o = a a o a m ooc a n N 62 130 62 = This id, a Truss Placement Dia ram Only to show Truss Identification and Truss o APPROVED AS NOTED rA g y & are acceptable for the m a s a L coz co2 fablrlcation at trusses, C a = a 0 o a CD • • , • {• • , elevations, overhangs, REVISE AND RESUBMIT _ 3 s •�' - Location . The Engineer's Seal does NOT relieve the Professional S�lolding Des�gne fascias,ceiling _Co2 FLAT CLG Co2 c FLAT CLG N REJECTED �- _ d _ N ®lo'B" c�1o'B" conditions &/ailitd tail bertaingin C ` g to assure the Structural stability of the entire structure. Refer to the Engineering 00 coz o --- o co2 o to this truss placemenpplan. No _,o o s =eb N f G d If L a e ^�-- � back charges will be accepted 1' 1 Co2 N or r vity an Uplift t Loads. DATE N d o = a Co o - = e a �' a N N without previous written -- E N = - W � - 0O2 coz E _ o > o approval from an A-1 Roof co2 - coi L3 = _ N N Trusses representative. REVIEWED BY ,{ CD s o PLAN DATE ARCH: 05/12/2015 STRUCT: 06/09/2015 e d o a d C (V .._. of._ O N .Z _..._._.... ............. Of— — 0O2 CO2 N N CUSTOMER STANDARD PACIFIC _ _ L CO2 — c02 .. ____. .____ >_ .. ... >.C 6D c02 = CO2 JOB NAME LOT 19 NO EXCEPTION TAKEN Q EXCEPTIONS IVt7TiEd� r -.__._ ....... ...__. ____ _............. _.___ _.._._ .... ..........._ ____C C Qi C C SUBMIT SPECIFIED IT Q' REVISE & RESUBMIT a d N a C 3 N .2 vONi d zr 4^ s r' 9'o° s'z° 2r 4° Checking is only for general conformance with design concept of OPTIONS - -- — — 1project and general compliance with Contract Documents. Contractor a 68'0° is responsible for confirmin and correcting dimensions at iob srtl';, g g Digitally signed by Manuel Martinez ' O as rn c Ma DNc c=US,o=ldenTrust ACESfor information which pertains to fabrication processes or COIlstrul W COMMNTY o✓1 Business Representative,ou=M AND R/I�ERBEND techniques, and for Coordination of work of ali trade.. L he�k'n Al EASSOCIATESP.A.,cn=Manuel LOT ~ _ c as c o shop drawings shall not relieve the contractor of responsibility for Martinez, W ` a " N t Documents nor for errors 0! 0.9.2342.19200300.100.1.1=AO1098 N E -oo c E o a deviation fr equine en _ _ -- — ...__ ----- ---- _ o omi sio n Op In s. Martina. 7 0000001464CF8FE960000211F BLDG BLDG c o L — 3 m ,j%t1 sV1WRtj# P6.17 16.43:29-04'00' 6812 EL A GR 3 O L _ > •Q N _' a �y � � � �A�a _ TYPE........... __ __- _.._ °----- # I� ° -- m = ate � _ -----..-- - � a _ VtA GEC} S F I.Jrz'�1Rr�l. E f�iC7tNF:F�?lPfCs t►, ,• a o s �' d 3 d o w N f 182 � JOB # 61634 MASTER! - � a = � �` o HATCH LEGEND o �, a � _ � = E . 1#. DRAWN : SCALE o d --.... . _ TOB@10' 8" F a, ., .. ' M � �r�. �.« �, DATE 06/08/2015 4 H % - lLS N.T.S, d 3 s N TOB @ 12' 1" z" ---_ --- --- - o a o % a - d. m o 12t ',L- N 3 0 o s N y- y� a C � P�> �*' 12 TOB @ 12' 4" 4 ,� E 20" 315/16" j ' TOB @ 12' 9" 3 15/16 / - AREA CALC HEEL %' T -a m _ HEEL %� i� �� a C" c >+ a/j o FLOOR 3051.14 n2 � � ®®F ` '� TOB @ 22' 6" -- c d t z m v s// ° �� 2' - ROOF -389.88 ft2 a � 7 --'r 4 �. r' \ I n FASCIA 37$.67 rt Leo.. , W TOB @ 23 0 1 r 4rr` PLUMB CUT OVERHANG i'— m TYPICAL END DETAIL i [ TYPICAL END PLUMB CUTOVERHANG � ,_►��RiUACaRPaRATIaN W o a HIP LINE 242.4 n v d = • o RAKED BEAM TYPICAL END DETAIL VALLEY LINE 116 n 96 e o a Ph 772-409-1010 / Fax 772-409-1015 �' 1 0 `a *SHEETING AREA UNDER VALLEY TRUSSES AND _ ` C, Q O — WASTE MATERIAL NOT INCLUDED { p **BLDR TO VERIFY CALCULATIONS 'O{�t`p•Ilwww.a 7 truss.com c o .c N ..�eeeeeealwweewwewem�nae®sen�eweeo•��elmenwnee�w