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F -1 <br /> SHEARWALL ROUGH DOOR SHEARWALL WINDOW ROUGH OPENING SHEARWALL <br /> / / / / 2 <br /> COLUMN BASE PLATE j NAIL PER PLANS OPENING NAIL PER PLANS CRIPPLE STUDS NAIL PER PLAN 2x DBL TOP PLATE LAP , A <br /> HSS5x5 R743x5Y2xO'-11" JOINTS 4ft MIN. ATTACH W/ ® �® <br /> (2) ROWS OF 10d NAILS <br /> HSS COLUMN ' �` 3" O.C. OR MIN OF (30) <br /> STUD N.:I— <br /> I r <br /> 10d PER SPLICE QUAiRED <br /> # TRIMMERS & # KING STUDS <br /> III 1 1 \ PER HEADER & BEAM CALLOUTS <br /> 1 /4 V I I BASE PLATE W/ (2) %110x12" AB's HEADER / HEADER EACH SIDE OF OPENING i iv c o x P o x a rr D <br /> HOLDOWN — SEE PLAN I I Z STRUCTURAL & CIVIL <br /> EXTRA #4x6'-0" HORIZ 2x TRIMMER ENGINEERS <br /> TOP OF STEM WALL 2x TRIMMER ®�`' <br /> CENTER ON COL / o NAIL TO KING STUD NAIL TO KING STUD , o NOTE: HEADER MAY SIT DIRECTLY <br /> f`' �! 0 ® w/10d's TO IvATCH SHEAR w/10d s TO MATCH SHEAR / = UNDER DBL TOP PLATE <br /> �� a WALL EDGE NAILING WALL EDGE NAILING 0 __ __ __ 1235 EAST 4TH AVE. <br /> I� I I I ,�,� °® PATTES (TYPICAL) PATTERNS (TYPICAL) SUITE 101 <br /> SEE HOLDOWN NOTES FOR II II � co r <br /> BOLT SIZE AND EMBEDMENT )) l (3) #5 VERTS ® KING STUD / KING STUD AS REQUIRED ® OLYMPIA, WA 98506 <br /> j G \ © COLUMN oi o BY SHEARWALL EDGE <br /> I S S. 0 - NA LI\G PATTERNS (TYP.) SILL PLATE T (360) 754-9339 <br /> -1 TOP OF FOOTING J .� F (360) 352-2044 <br /> 11 CRIPPLE / / <br /> 11 #4 Vr T © HOLDOWNS \ ® C9 STUDS '' CRIPPLE www.mC2-1riC.COm <br /> II— — — OPTIONA_ UDS HOLDOWN <br /> II o- I 7- HOEDOWN PER FLOOR PLAN <br /> THICKENED SLAB 2 LII <br /> _12 Li <br /> vi LOCATIONS <br /> 1 1 \ <br /> • <br /> FOOTING REINFORCING \ Ld <br /> #4 VERT BAR (r, <br /> 11 \II II II 11 II �, ® Q <br /> 3» RUN FOOTING AT ALL II II II II II PT SILL PLATE 0 <br /> MIN FOOTING MAY BE UNDERNEATH STEEL THROUGH PER PLAN (2) ADDTIONAL #4 VERT. 0 HOEDOWNS II II 11 II° - 11 <br /> MIN HOLDOWN AT SOME LOCATIONS SEE PLAN FOR SIZE BARS FOR HDQ8, <br /> / / HHDQII, HHDQ14, II 1 1 II - J <br /> IANDREINFORCING HDU14, HD19 COUNTERSINK H, IN 2x UNLY 9ES II SI{ THING _ PLAN FOR SIZE AND SPACING H <br /> FOR HOLDOWN BOLTS B DGE MAILED �\ W <br /> ® INTO KING STUD CONC W/ STEMWALL <br /> FOOTING <br /> O <br /> 0 THICKENED FOOTING AT HOLDOWN PERIMETER WALL FOOTING AT STEEL COLUMN SHEARWALL ELEVATION U <br /> 1" = 1'-0" 7 1" = 1'-0" 1.. 1/2" = 1'-0" <br /> P4 7 <br /> COLUMN BASE PLATE (7) <br /> HSS5x5 F %x11xO'-11" '� Iry <br /> A <br /> P <br /> HSS4x4 F x10x0'-10" <br /> Ya" WALL SHEATHING /\----- 2x6 STUDS <br /> WI <br /> o %"0x 12 A.B's S <br /> HSS COLUMN IN DBL 2x SILL <br /> CO 48" O.C. U.N.O <br /> 4" %"0 ANCHOR BOLTS ��CONC SLAB 2x6 STUDS ® 16» O.C. " WALL SHEATHINGEDGE NAIL (2) #4 CONT „(4) 4"�x10" AB's 1 /4 V A SHEARWALL TYP ® TOP 4 CONRETEBEYONDSLABONRADENI EXTRA #4x4'-0" <br /> IP_ SEE TABLE » <br /> .111111M. 20 CLOSURE POUR <br /> 2x PLATE W/ %"O = ±- <br /> I Ic, ^ <br /> tO 1" GROUT PAD AB's ® 48" O.C. U.N.O. ` . CONC SLAB i!i—i 1 ii <br /> III=III= <br /> j (2) MIN PER WALL '` I—III=1 <br /> JI Iio ir a _ 0 <br /> RIGID INSULATION <br /> EXTEND I j) \ /_ / ° =III—III III- x< <br /> \ —III=III=1 PER ARCH <br /> BOTTOM #4's I S r > 11—III=III-1 <br /> INTO STEMWALL L. I H <br /> H <br /> CLRI #4 ® 32" O.C. <br /> 2 L (( ALTERNATE BENDS <br /> J) U <br /> H1 \ CO \ i a (2) #4 CONT W/ QJ <br /> EXTRA #4x4'®0» — — — — — — — • \ 24" MIN LAP SPLICE U <br /> STRIP FOOTING <br /> RUN STRIP (2) #4 s CONT W/ \ f f-1111 <br /> 1-1 <br /> PERIMETER STEMWALL 3 CLR FOOTING STEEL 24 MIN LAP SPLICE <br /> 4-4 <br /> THROUGH AT 12" 4" 8" 4" <br /> INTERIOR FTG's / / 3" CLR <br /> SEE PLAN FOR SIZE TYP r-Ci <br /> / / SEE PLAN FOR 16" <br /> REINFORCING <br /> •ri •,—i <br /> Cd CC; <br /> a) N <br /> ! . <br /> 0 STRIP FOOTING TO STEMWALL CONNECTION S CONCRETE FOOTING AT HSS COLUMN 4. INTERIOR STRIP FOOTING TYPICAL CONCRETE FOOTING N I) 00 <br /> CD <br /> 1 1 0 1 1-0 1 = 1'-0" 0 1 = 1'-0" •O raj Ct a) 00 <br /> O — � . r <br /> COLUMN BASE PLATE o <br /> c rci <br /> v rii;� Ca\ CID <br /> 4� .� <br /> N 8 <br /> �, 0 -I <br /> HSS4x4 R�x4Y2x0'-10" —� �/� � � � <br /> ✓1 WOOD STUDS s � o '��'' ® o <br /> HSS5x5 R�ifix51'2x1=0'-1 1" o- CA W w <br /> 2x STUD WALL SAW CUT SLAB 1Y4." DEEP WALL OR ELEVATOR <br /> I <br /> 1 /:-BEYOND WALL BEHIND HSS COLUMN & FILL W/ FLEXIBLE EPDXY 4" CONC SLAB DOOR OPENING �ya <br /> OR 'ZIP STRIP' AB's \ Designed By <br /> DAL <br /> RIGID INSULATION 1/4 R. SEE TABLE W/ (2) STEEL LADDER Drawn By CLH <br /> EXPANSION JOINT PER ARCH , 3/4"sb A307 RODS. EPDXY WATER STOP BY OTHERS O Checked By <br /> (2) #4 CONTINUE IN CLEANED HOLE W/ SIMPSON ° •• • TYP <br /> MS <br /> EXTERIOR SLAB I THROUGH SLAB [ lam mil SET—XP EMBED 5" MIN. I Date <br /> ���■� CONC SLAB \ _ <br /> ON GRADE INTERIOR 4" ■ 1L . 03-06-1_7 <br /> _ 7 SLAB ON GRADE \ C •'11 <br /> II <br /> / \ iii—ill_—ll • _ <br /> 2 / CONCRETE WALLCI CRACK CONTROL JOINT ,� Q 1 ill ill <br /> 2'-0" <br /> " = 1' 0" SEE ELEVATOR MANUF. • <br /> P L S El 9 <br /> 1 CO 12" o / / w <br /> I— I— REQUIREMENTS 2" CLR. N. <br /> zl I-11111 HORIZ • / ��`�of ASXjNc�q <br /> #4 ® 32" O.C. ELEVATION #4 - `� <br /> 1 " TYP R. SEE TABLE ® 16" O.C. 8" 6" — JrR_��. <br /> ALTERNATE BENDS / / <br /> \ < EXTEND INTO SLAB 4" CONC SLAB #4's CO 16" — --f <br /> PRE—FORMED METAL EDGE ` s <br /> O.C. EA WAY \ \ \ <br /> 3" _ .o Sfir 20.°0 •\y Q, <br /> co 0_ — —_—N ^ �, 7L 1L 1s ClA. <br /> \ —8 e \ \ (3) #5's CONT \ OI Fss/avAL ti - <br /> \ \ 03-09-17 <br /> 4„ 8" 4" (2)� #4 CONT W/ \ \ N. `� <br /> 3" CLR 24 MIN LAP SPLICE N 3'-0" <br /> PLAN 1,-0„ Y2"Ox24" SMOOTH ROD 3" CLR <br /> TYP / / — SUMP TO BE LOCATED Project Number <br /> GREASE (1) SIDE ONLY <br /> 16" © 24" O.C. PER ELEVATOR MANUFACTURER 16020 <br /> Sheet Number <br /> TYPICAL CONCRETE FOOTING AT DOOR OPENINGS 9 STEEL COLUMN TO CONCRETE WALL AT CANOPY POST CONSTRUCTION JOINT CONCRETE ELEVATOR PIT WI 2x WALLS & LADDER 52.1 <br /> 13 1 = 1'-0" 1 1/2" = 1'0" 1" = 1'0" 3/4" = 1'0" 4 Of 13 <br /> L <br />