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05-158-011rX I� vvqjH r n0'•O u! u_tzwo ILdQQF_ �(yU(y6 U-1 LLI Z w w _ (s) "LL O ^" n1 i+1 Ili :r c0 i� '-411 1-411 V• V Y VYV Y • V♦♦ u u V V U Y Y VV W u V V V 4 i VVV 4 V V V V V V W V V Y Y V V V V V V • V V V y V Y W VVV V♦Vu V 4 VYVV V W V V • f V•• V VVY • V • V V • Y • J f • V V • 4 V V W V Y V V V • V Y • V • V V V V v Y f V 4 V V VVV V V Y V • Y••• Y••♦Y VvW Weld• y y Y f • Y y Y•1• V Y • lo ♦ • Y V Y Y • W • Y • W V Y•V• • YY•f• • •♦• • ••iV • 22'-0j1 20'-8a// NET UPL11=T=23 K GRAVITY=1.9 K PROV. 5TEFL BRACKET-15 SEE DETAIL TI415 gal-IEET_ 1 PRO 2"x4" LATJG 455/ A5_ P A IBRING a 10'-011 MAX /_55.ft DET_ �)N 5�4TJ I5-2 NET UPL11=T=13 K GRAVI7Y=1.3 K PROV_ OTC USP CONNECTOR AT EACH TRUSS, SEE DETAIL THIS SHEET, �� TS (+11'-0") I U T5 (+11'-0") U I � " iv *4x48" a 1211 D_G. I a PROV_ *5 w 48" O.G. 4 EA. SIDE I OF DOOR/WINDOW OPENINGS TOP IN GONG. FILLED CELL_ SEE X TYP. SECTION ON S{ 4T. 5-4, " *5 BOT. a 101, O.C. E.W. co m r � � LEDGER "5" *4x4S" a 121, O.C. SEE DET, ON 514T. 6-2 O I = TOP C� TC- NET UPLIFT=23 K GRAVITY =1.9 K PRDv, STEEL 15R4CKET-15 SEE DETAIL THIS SHEET, 14'-4" 13'-O" i N N N 1 > I 1 = 0 LLI ocl - I - LF.Dr 11,411 SEE DET. ON 5_;T. S12 1'-4" N NET UPL iFT =1.3 K GRAVITY=IJ K CONNECTOR SI-IALL BE PROViDED BY MANUFAGT. SEE DETAIL TPIS SHEET_ Q TB (+11'4") O I 13 _ TG13 .. I PROV, *5 a 45" O.G. • EA. SIDE I TB (+11'-0") 61 58-1 C+11'-O")C+11'-O") @C+it'-0") � DOOR/WINDOW OPENINGS e0 I IN CONC. FILLED CELL. SEE z O�''?�� ;' 1 { NET UPLIFT=2.3 K TYP. SECTION ON 51-IT_ 8-4. uil GRAVITI =1. K v © SJ - -PROP. E1-1U1-428 N USP GONN U NET UPLIFT=13 K _ �r ,'� AT GIRDER 55, I ; O GRAVITY=13 K ' i ;` -+ SEE SCH TH15 SHEET. PROV. THU28 USP CONNECT. - - - -.' _ ! ! 1 r ' AT EACH TRUSS. I I 36"x8" SLAB BAND X I `� *4x48" a 12" O.G. I SEE DETAIL THIS SHEET. Uil -W/ 8 *5 TOP 4 BOT, � I al TC O II � 11 *4x48" w 12" D.G. *5x10 -® fro • 10 o.G. TOP I 61 T U IFT =1,3 K _ TOP ALL AROUND GRAVIT 13 K ip *5 BOT. a 101, O_G_ E_W. I { 0 *5 BOT. a 10" O_C. E.W. { PROV. TH USP CONNECT. 19 _---�I-- 1 .... ..� ___ - U — ._._ �. .. -- AT EAC1 I T SS_ I O ____ U I© SEE DETAIL T 15 SHEET. O _ G• 21 0 I SEE STAIR DETAIL \ \ ip ON SKEET 5-5.\ I •C \ x __. Tr_ c0 Tr_ lA DENOTES TiE DOWN I I I 5-2 (+11'-O") X 47 x \ ~ I --SEE DET. THIS SI-4T. 1 _G-8 - TG * TC B{-2 C+11'-0")i�+k ice\\ \ \ TG B-4 (+Vl-/J111) *� 5_4 /+p.l_011) \ © Oi T5 (+11' -0") © --- 0 - I T LFDG R 11A11 _' = 4 13 4 _._.._.. 1� BEE DI-T_ ON HT_ s- C-1 _`;j G-1 ® � -3{ ,� N (Q �, B-3 +el-oll 1— 5-2 (+11'-0") L _`^ - __ I ' " I W Er NET UPLIFT=0_8 K ® ® SEE DE SHT. -2 GRAVITY=0.9 K *4x48" w 12" O.C. ui� PROV. OTC USP CONNECTOR TS '� N TOP U *4x48" a 7l O.C. C+5'-ro'I) - -- AT EAG+-I TRUES. ® TB (+15'-2") ® LLl { O TOP SEE DETAIL THIS SHEET. --._.-__._-__._.-- --- p © ©; -_. _ m NET UPLIFT=1,1 K GRAVITY=13 K I m I z PROV. D C USP CONNECTOR { ( { AT EACH TRUSS-© TB (+11'-0") -- - -- - - SEE DETAIL THIS SHEET. " J, 131 -811 - 21'-411 - - _ .. 11_-Q+I' - - 21 Fo4'- I11 SECOND FLOOR & LOW ROOF FRAMING PLA�� s_4 SCALE: 1/4 II =1' -011 TRUSS CONNECTORS SCHEDULE U.S.P. Stock No STEEL QAUGE FASTENER SCHE,DUIS SEAT !'LATE TRUSS/RAF"ER ALLOWAI'lI..E LOADS Us) F1 F2 no I'LIMRKS-CODES OTC TA24 14 14 4-106x11/2 (9) 106 ro80 1200 1410 1410 DG-01-0124.0h (11) 106x11/2 255 345 1270 1210 DC-01-0912.05 4SU40 7 5- 3/4"0 T_ SOLTS 2- 34"4 T. BOLTS - - 6250 6250 DC-00-1218.03 TU1428 NVHT,41(o EHUH 28-2N 16 14 14 (22) l6d 6-10dx11/2 (10) Irad Oro) 106 -- 1617 -- 1943 le0a 2133 1908 2133 DG 02 102802 DG-03-0224.10 (32) HN20A (14) HN20A -- -- 2-1"30 21'30 DC-00-0822.01 TOF, OF TIE BEAM PROVIDE *3 TIE5 w 1211 O.C. CREINF, NOT 51-IOWN OVER OPENINGS UNDER f '-Pall FOR DRAWING CLARITY) t *3 TIES a 5" O.C. OVER (o'-011 a a�'- ., _ - :a' ,. - MIN'� ADD 2 *5 BOTTOM AT A.51 1O. �'\ z,/ FAGH 12" TS DROP. / DOOR OR WINDOW - OP K&G — - OPENING. V TB DROP DETAIL AT OPENINGS SCALE: 3/4"=1'-O" f••• •• V 'V Y i V V V V V V V Y U V V V V V W U V Y V V V V ♦ V V V 11♦ V V • • Y V.... Y Y V • V V V I,••• V V• V V V Y V V V V V V V • Y V•Y • Y4 v V V V V U V V V V V V V G V V V V V V V V V V V • V • • V V G Y V • V V V Y V V V Y W Y V V U V V V V W W W • V VYV V V V V V V V V V • 4,0 y u •♦ V• Y V W U V 6 V V V V V V V W • • Y •VV V YVVV i BEAM SCHEDULE "SIZE TOP IBMREINFORCEMENT TES EACH END --_ MARK REMARKS - voTrom Tor --.__�__ 'A' .__-_-- _ C. D. 'E' "1' N 9PACINQ (111) ELEV. 6-1 8x12 ISEE 2 " 2 #61 -- - -- -- 3 II PLAN - SAL. a 511 _-- 8-2 Sx16 11 +221-� 2 *ra 2 *Yo _�-._..... -- ........._ ._.. .. -- _-_T� __ ,T _ _ - 3 - - - .411 6x24 11 +22'-6" 2 *-i 2 '*-i -- -- -- -- 2 **a 3 HALO ro 4 a 411, ro is 611 .ADD 2 *5 INTERM. S-3 BAL_ a 8'1 II BAL- 11 611 ADD 4 *5 INTERM. 5-4 Sx48 +22'-&11 2 *1 2 *1 -_ - -- -- -- 4 *5 3 S-5 12x16 +14'-'1" 3 *5 3 *5 -_ _ __ __ 3 4 a 411 54,L, w 511 ARCP BEAM ADD 2 *5 D146_ _- S-6 Ox48 +12'-011 2 *5 2 *5 -- -_ _- _- 2 *5 3 4 IT 4" Fo a SAL. 1011 ADD 2 *5 INTERM. -- ---- - -- ...__..- -- TS Sx12 -------.-__-_-_-- SEE 2 *5 2 *5 -- -- -- __ __ 3 4a1211 EA.CO PROV. 4 *5x5'-0" BENT PLAN BAL.. a 4811 BAR AT EA. CORNER RT5 Sx12 2s V14RIES 2 *5 4a12" EA,CO ,PROV_ 4 *'5x5'-O" BENT BAIL. w 48" BAR AT EA. CORNER NDTE: i, PROV, 4-*5x5'-O" BENT BARS AT EACI-4 CORNER 2_ DROP TIE 53EA1"i AT OPENINGS AND ADD 2 *5 BOTTOM 3. PROVIDE TiES BEAMS W/ *3 TiES a 5" Q.G. OVER OPENINGS. II A II 0.-15 L1 H BARB L1 2 *5 SARS FOR h=24" TO 36" 4 *5 BARS FOR h=36" TO 50" sc INTERMEDIATE REINF. LOADS 2nd FLOOR P.B.F. DEAD LOAD 122 LIVE LDAD 40 STAIR 50 0.25 Li � 0.25 L2 "D" BARS L3 OR 0.25 L2 11A 11 BAR5 OR 2 t 015 L2 _J_ "i" BARS L2 "C" BARS BOTTOM BARS L3 TYPICAL BEAM SENDING DIACrAM N•TS. NOTE 1- LAP CONT. TOP BARS 36 M AT CENTER OF SPAN. 11D" BARS ARE OVER RiGa 4T SUPPORT AS BEAMS ARE READ FROM LEFT TO RIGHT_ 2- NOT ALL 5,4R5 INDICATED ON TYPICAL 5FAM DI4GR,4M NEC-58SARiLY APPLY TO PROJECT IN QUESTION (SEE BEAM 8C1-4EDULE) LEDGERS TYPE DETAILS LEDGER "A" 2-2"xl2" F.T.WOOD LEDGER W/ 3/4"0 HILTI KOK E30LT8 11 a 1211 C.C. d 4.1/211 MiN. EMBEDMENT STAGGERED AS 51 40WN_ i ---.--_.._ _ _ 1211 12 " I 12;' 1 1211 LEDGER "B" 2-2"xro" P.T. WOOD LEDGER W/ 3/4 "* 4LT1 KWIK BOLTS II a 12'' O.G. 4 41/2" MIN_ EMBEDMENT STAGGERED AS SHOWN. 0 t0 tit N 0 uJ = ci. Lo Lo Co V W w U. r 1ti LL I < 0 • O W W U) t• t0 quip 1 Z >v N Z Q o �2LL z � 0 LH Z DATE .JAN 2-4, 2CDrJ5 REVISIONS COMMISSION NUMBER COI-- C7C� 7 DRAWING NUMBER Q30/Q19 OF 6