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HomeMy WebLinkAboutS-104 - SCHEDULES (CONT.)CONCRETE COLUMN SCHEDULE MARK SIZE TYPE VERT. REBARS COLUMN REMARK CC1 8"X30" 8. T. (#3dl ORC. STIRRUPS CCOLUMNE 3000 PSI CC2 8"X27" C` (8)#5VERT. #3@8"O.C. STIRRUPS CONCRETE COLUMN 3000 PSI CC3 8"X20" (8)#8.O.C. #3@8"O.C. STIRRUPS CONCRETE COLUMN 3000 PSI CC4 B"X24" n e—r (8)#5VERT. #3@8'O.C. STIRRUPS CONCRETE COLUMN 3000 PSI r PRECAST LINTEL MARK SIZE TYPE MANUFACTURER PCL 8F16-1B/1T9 CASTCRETE S000PSI NOTE: 1. USE A PCL1 FOR CMU OPENINGS SIZES WHICH ARE LESS THAN 6' 0". QUANTITY OF#5 FIELD ADDED REBAR OF BOTTOM OF LINTEL CAVITY 8F81T-1 B/1T QUANTITY 45 FIELD ADDED REBAR AT TOP NOMINAL HEIGHT GHT NOMINAL WIDTH SHEAR CONNECTION SCHEDULE SHEAR PLATE (TYPE 1, 2 & 3) BOLTS TO BEAM FACTORED SHEAR CONNECTION CAPACITY BEAM SIZE LOADS (KIPS) LOADS (KIPS) A B C D THICK NUM S DIA. NUM TYP W10X12 41/2" 6" 2" 11/2" 3/8" 1 1/4" FILLET WILED TWO SIDES WB" 2 A325 3 8 EACH PLATE W24X68 4112" 18" 2" 11/2" 318" 1 3/8" FILLET WILED TWO SIDES 7/8" 6 A325 70 78.30 EACH PLATE W24X131 8" 20" 2" 2" 3W 1 3/8" FILLET WILED TWO SIDES 7/8" 51N2 g325 162 164 EACH PLATE ROWS NOTE: 1. STEEL DETAILER TO CHOOSE SHEAR PLATE OR ANGLE. 2. ALL CONNECTIONS TO BE DETAILED BY STEEL DETAILER 8 SHOP DRAWINGS TO BE REVIEWED BY E.O.R. A m SEE SHEAR CONNECTIC SCHEDULE FOR BOLTS WOOD COLUMN SCHEDULE MARK SIZE TYPE GRADE T WC1 (4) 13/4"X510 n 2.0E 1 //`www'"vvv WC2 (3) 13/4"X51/2" Q 2.0E N 66" WC3 (4)2"X6" '' N } SPF NO2 41/ " WC4 (3) 2"XB" N SPF NO 2 STEEL COLUMN SCHEDULE COLUMN MARK SIZE TYPE TIE DOWN REMARK SC1 HSS 6"X6"X1/2" ® SEE BASE PLATE STEEL COL. SCHEDULE SC2 HSS 9"X5"XI/2" ® SEE BASE PLATE SCHEDULE STEEL COL. SC3 HSS 10"X10"X5/8" SEE BASE PLATE SCHEDULE STEEL COL. BEAM TV17F 11111 SEE SHEAR CONNE SCHEDULE FOR BC A a TYPE 11211 BOND BEAM SCHEDULE MARK SIZE TYPE REBAR BB1 8"XB" Nis HORIZONTAL 145 BB2 8"X16" HORIZONTAL EACH COURSE MASONRY COLUMN SCHEDULE MARK SIZE TYPE VERT.REBARS COLUMN REMARK MCI 8"X24" MASONRYSTRENGTH: I.9KS1 CMU COL. (1)-#6 VERT EACH ICF BEAM REINFORCING SCHEDULE ID WIDTH DEPTH BOTTOM R/F TOP R/F SHEAR SFR (EACH FACE REMARK CB1 8" 2'.0" (4) #5 (2) #5 2L-#3@10" - - CB2 8" 2'-8" (2) #5 (2) #5 2L-#3@10" (2)#3 - CB3 8" 3'-3" (3) #5 (3) #5 2L-#3@10" (3)#3 - CB4 8" T-11 1/4" (4) #5 (4) #5 2L-#3@10" (4)#3 - CBS 8" 4-4- (4) #5 (4) #5 2L-#3@10" (5)#3 - CBS 8" Z-0" (2) #5 (4) #6 2L-#3@10" - CANTILEVER RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ((�� AvmG'lBw�nlaaaL x DATE: 07/22/19 (4)1 TOP BAR 2L-#3@10", STIRRUPS SFR, SEE SCHEDULE (DEVELOP EITHER SIDE OF OPENING) SPACER BAR @ T-0" INTERVAL (4)1 BOTTOM BAR CONCRETE BEAM DETAIL SCALE:1/2"=1'-0" STEEL COLUMN SEE SHEAR CONNECTION SCHEDULE FOR BOLTS (TYP.) A p w Q + Q Ow+ BEAM 5 PoRIII TYPE 11311 WOOD BEAM SCHEDULE HANGER TO WOOD MARK SIZE TYPE GRADE COLUMN $Il�ppII11/,II�y^y�II" WB1 (3)1 XIX14" III.5//4 1.9E SEE DETAILS 12/S-602 WB2 (3)2"X10" ? SPF NO2 SEE DETAILS 12/S602 a WB3 (3)1 y41 SPF NO2 SEE DETAILS 12/S-602 SPECIFICATIONS ON THE LVL WOOD BEAM COMPOSITE TYPE AND GRADE MICROLLAM LVL, 1.9E-2600FB GRADE TENSION PARALLEL TO GRAIN FB -2600 LB/IN2 COMPRESSION PARALLEL TO GRAIN FT=1555 LB/IN2 COMPRESSION PERPENDICULAR TO GRAIN FC=2510 LBAN2 SHEAR PARALLEL TO GRAIN FC_PERE=750 LB/IN2 MODULUS OF ELASTICITY FV = 285 LB/IN2 REFERENCE MODULUS OF ELASTICITY E = 1900000 LB/IN2 MEAN SHEAR MODULUS EMIN = 965710 LB/IN2 AVERAGE DENSITY GDEF = E 116 = 118750 LBAN2 R = 42 LB/FT3 WOOD DIAPHRAGM SHEATHING SCHEDULE (HORIZONTAL) LEVEL PANEL GRADE MINIMUM NOMINAL WIDTH OF FRAMING MEMBER PANEL THICKNESS NAIL SPACING RING SHANK REMARK DIAPHRAGM BOUNDARIES AT OTHER PANEL EDGES FLOOR O.S.B 2" 23/32" 6" 6" 10d UNBLOCKED DIAPHRAGM CASE 1 ROOF O.S.B 2" 19/32" 6" 6" 10d UNBLOCKED DIAPHRAGM CASE 1 WOOD HEADER SCHEDULE MARK SIZE TYPE GRADE sv" Hi (3)13/4 "X71/4" n LVL 1.9E 41/ " H2 (3)2"X8" SPF NO2 BASEITOP PLATE SCHEDULE PIER SCHEDULE MARK DIMENSION THICK. J BOLTS EMBED. SIZE OF WELD (S) MARK DIMENSION REINFORCEMENT CONCRETE STRENGTH L w L w VERTICAL rlEs BP-1 HSS CXfi"XIO 12" 12" 3/4" (4)3/40 8" 114 FILLET WELD P7 18" 1'r (4) #5 #3@8 O.C. 3000PSI BP-2 HSS 9"X5"X7R" 16' 12' 11/4" (4)3r4" 8" 3/B FILLET WELD P2 22^ 18" (6:5 #3@B O.C. 3000PSI BP-3 HSS 10"X70"X5hr 16" 16" 1 1/4" (4)3/4" 8" 3/B FILLET WELD P3 22" 22' (8) #5 #31 O.C. 3000PSI NOTE: 1. AT THE CONTRACTOR'S OPTION, POST POUR ANCHORS MAY BE UTILIZED AS AN ALTERNATE TO THE SPECIFIED ANCHOR BOLTS PROVIDED THAT MANUFACTURER SPECIFICATIONS ARE SUBMITTED TO THE E.O.R FOR APPROVAL PRIOR TO INSTALLATION. SEE PLAN FOR SEE PLAN FOR COLUMN SIZE COLUMN SIZE 110 41/" 112" ADD (2+#4 MIN. C COLUMS S ISOLA JOINTNON SHRINK CONCRETE CENTRIC CONDITION ECCENTRIC CONDITION AROUND COLUMN NOTE: REFER TO BASE PLATE CONTRSCHEDULE FOR DIMENSION DINT BASE PLATE DETAIL SCALE:1/2"=1'-0" 1'6" TYPCOLUM TUBE STEEL COLUMN TUBE STEEL COLUMN PLATESEE SCHEDULE FOR SEE SCHEDULE FOR BASE PLATE SIZE BASE PLATE SIZE AND ANCHORS S AND ANCHORS S ALIGN CORNERS OF ISOLATION JOINT W/ FILL RECESS WITH FILL RECESS WITH CONTRACTION JOINT NON -SHRINK h NON -SHRINK m GROUT w GROUT w U U W K W K TYP. SLAB BLOCKOUT W L v! w 0 Lou OUTBASE BED Lw y a BED AT INTERIOR COLUMNS UNDER U w UNDER BASE PLATE U p w UNDER BASEOUT UNDER BASE PLATE mp s W p SCALE:1/2"=V-0" w (1) 1/4"THICK ~ (1) 1/4" THICK a SETTING PLATE a w SETTING PLATE J-BOLT DETAIL SCALE:1/2"=1'-0" BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base4mm RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: Cr: p\6i Eq .S,'O �•e" Fd��9c NO. 11 OZ 0]`96 S AT ol✓ OF � SSS/ONAL B� ADAM GINSBURG, PE Owner: 4 4 mil 0' 1� �I THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME©„ CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY Z016 I NSOUE DELTA IDATE SSUE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY TJ CHECKED BY AJG PROJECT NO, B4-134-1705 SHEET NAME SCHEDULES (CONT.) DRAWINGS NO. S-104