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HomeMy WebLinkAbout192SHEAR WALL SEE BRACING PLAN A SECl10N THIS SIDE NAIL FAR SIDE NAIL STUDS .148"0 X 3" NAILS — @ 4" O.C. STAGGERED SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN (TYP.). SHEAR WALL EDGE - NAILING PANEL JOINT, - VERTICAL OR HORIZONTAL STUDS 148"0 X 3" NAILS VARIES @ 4" O.C. STAGGERED CS16 STRAP W/ 11-.148"o X 3" NAILS EA. END OF STRAP @ SILL PLATE SPLICE. (TYP.) I A 1 SEE STUD SCHEDULE M AND SHEAR WALL SCHEDULE AS NOTED ON PLAN (TYP.). SHEAR WALL EDGE NAILING TYPICAL STUD CHANGE IN SHEAR WALL SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE. TYP. PLUMBING CHASE *BOTTOM PLATE OF WALL 2X NAILER RIP TO FIT TOP FLANGE WIDTH SEE TYPICAL SHEAR WALL END ANCHORAGE ELEVATIONS. *BOTTOM PLATE OF WALL 3 5/8"OX1" COUNTERSINK WHERE REQUIRED SEE TYPICAL SHEAR WALL END ANCHORAGE ELEVATIONS. COUPLER WELD SIZE TO EQUAL RADIUS OF COUPLER E70XX *FLOOR SHEATHING STEEL BEAM SEE PLAN *FLOOR SHEATHING *FLUSH BEAM SEE PLAN 3 1/2"OX1/4" WASHER CRIMP THREADS BEAM CONNECTION 2X WALL NOTE: SHEAR WALL SHEATHING TO BE CONT. FROM BOTTOM PLATE TO TOP PLATE. TYP. FURR DOWN at SHEAR WALL TUB FLOOR SYSTEM VARIES, SEE DETAILS WITH SHEAR WALLS, SEE FRAMING PLAN FOR SECTIONS CUTS CEILING LINE SHEAR WALL PANEL (TYP.) 2X AS REQUIRED SOLID MEMBER EDGE NAILING TYP. SHEAR WALL @ INTERSECTING PARTY WALLS PARTY WALL HOLDOWN STUDS REQUIRED PER HOLDOWN CONT. SHEAR WALL PANEL EDGE NAILING 4 SHEAR WALL TYP. PANEL SHEAR WALL PANEL SHEAR WALL @ INTERSECTING PARTY WALLS 1. ADDITIONAL STUDS MAY BE REQUIRED AT END. SEE TYPICAL SHEAR WALL HOLDOWN DETAILS. 51 TYP. SHEAR WALL at TUB 3 SHEAR WALL SCHEDULE �6)(7)(8)(9)(10)(13)(14) 7 L 2X8'S W/ 1/2" WSP AS NEEDED OR 2X STUDS. FILL SPACE SOLID CONT. SHEAR WALL PANEL EDGE NAILING SHEAR WALL TYP. PANEL SHEAR WALL PARTY WALL HOLDOWN PANEL SHEAR WALL @ INTERSECTING PARTY WALLS 1. ADDITIONAL STUDS MAY BE REQUIRED AT END. SEE TYPICAL SHEAR WALL HOLDOWN DETAILS. SHEAR W PANEL (7 REQUIRED 1EMBER AILING SHEAR WALL @ INTERSECTING PARTY WALLS NOTES: 1. SEE BRACING PLAN FOR TYPE & LOCATION OF SHEAR WALL; SEE SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS. 2. SEE BRACING PLAN & TYPICAL SHEAR WALL HOLDOWN ELEVATIONS FOR END CONNECTION AND FRAMING REQUIRED AT EACH FLOOR. 3. NAIL ALL STUDS AT INTERSECTIONS TOGETHER W/ .148"2X3" NAILS @ 4"O.C. (STAGGER WHEN POSSIBLE). 4. SHEAR WALL EDGE NAILING TO BE STAGGERED WHEN POSSIBLE. H( SHEAR WAL PANEL SHE) EDGE CONT. PANEL SHEAR WALL INTERSECTING SHEAR WALLS 1. ADDITIONAL STUDS MAY BE REQUIRED AT END SEE TYPICAL SHEAR WALL HOLDOWN DETAILS. CnNIT & P SHEAR WALL @ INTERSECTING WALLS SHEAR WALL PANEL HOLDOWN LOWER CAPACITY c SHEAR WALL PANEL SHEAR WALL SHEAR WALL—/PANEL EDGE NAILING HIGHER CAPACITY SHEAR WALL PANEL SHEAR WALLS @ INSIDE CORNER 1. ONE HOLDOWN MAY BE DESIGNED FOR BOTH SHEAR WALLS SHOWN. SEE BRACING PLAN. 2. ADDITIONAL STUDS MAY BE REQUIRED AT THE CORNER. SEE TYPICAL SHEAR WALL HOLDOWN ELEVATIONS. LUVVLK UAHAUII SHEAR WALL SHEAR PANEL SHEAR WALL EDGE NAILING OLDOWN HIGHER CAPACITY SHEAR WALL SHEAR WALLS @ OUTSIDE CORNER 1. ONE HOLDOWN MAY BE DESIGNED FOR BOTH SHEAR WALLS SHOWN. SEE BRACING PLAN. 2. ADDITIONAL STUDS MAY BE REQUIRED AT THE CORNER. SEE TYPICAL SHEAR WALL HOLDOWN ELEVATIONS. STUD ARRANGEMENTS at CORNERS/INTERSECTIONS SHEARWALL SHEATHING LOCATION EDGE NAILING(3)(4) FIELD NAILING(3)(4) BLOCKED SOLE OR SILL PLATE ANCHORAGE TO CONCRETE (6)(7)(11)(12)(17)(19) CONNECTION OF BOTTOM PLATE TO TOP PLATE/ BLOCKING CAPACITY SHEARWALL TYPE TYPE XXXXX EDGES (PLF) TYPE 1 9$ Construction, = 0 C:) = z o — w � w 3/8' MINIMUM EDGE NAIL ® ALL OTHER VERTICAL ANCHOR BOLT USE MECHANICAL ANCHOR @ INT. CONDITION POWDER ACTUATED ANCHORAGE ON NAILS -WIND LOAD Z _ DISTANCE. MAY BE SUPPORTS AND (RECOMMENDED CONCRETE ANCHORAGE) USE ADHESIVE ANCHOR @ EDGE CONDITION FASTENERS (ALTERNATE SCREWS CAPACITIES UNIFORM BLOCKING 11 Q L STAGGERED WHERE MULTIPLE STUDS HORIZONTAL JOINTS (BOLT PLACED BEFORE CONCRETE IS POURED AND ALTERNATE CONCRETE ANCHORAGE ( ) CONCRETE ANCHORAGE)HOLLOW CORE PLANK FOR S.Y.P. OR D.F.L. Vi m = 3 m cs 3 0 OCCUR. (DEPTH OF BLOCK TO EMBEDDED INTO CONCRETE.) STUD SHEAR WALLS. (15) 3" MINIMUM EMBEDMENT INTO CONCRETE FOR MINIMUM INT. CONCRETE EDGE DISTANCE —MINIMUM CONCRETE —2 3/4 MIN. EMBEDMENT FOR 0.148'0 X 3 1/4" —NAILS —1/4"X8" SIMPSON SDS N CL r r . � r r C9 w J Q m J w Q MATCH 1/2"0 ANCHOR BOLTS. 8 MINIMUM EMBEDMENT INTO CONCRETE FOR FOR 1/2" 0 = 7"; 5/8" 0 = 9'; ALL BOLTS CLOSER TO A EDGE ARE CONSIDERED EDGE CONDITIONS. EDGE DISTANCE = 7" 1/2"0 ANCHOR BOLTS. LONG NAILS PER BLOCK EQ. SPACED SCREWS AT LOCATIONS WITH TOP CHORD BEARING TRUSS O M CD c� co C� _ N N � QQ W L_ DEPTH OF WALL) 5/8"0 ANCHOR BOLTS. NO BOLTS SHALL BE PLACED CLOSER THAN 2" FROM EDGE OF CONCRETE. —HILTI DS62P10 PINS OR HILTI X—U62 —2 3/4" MIN. EMBEDMENT FOR USE STAGGERED NAILING PATTERN U.N.O.) ( ON DOUBLE TOP PLATE. ALL OTHER LOCATIONS SHALL BE O = = w EXP. ANCHORS = MINIMUM EMBEDMENT INTO CONCRETE TO MATCH WET SET OPTION (OR EQUAL) 5/8"0 ANCHOR BOLTS. rrn U) (n O cn O SEE NOTE (20) FOR 1/4-X6- SIMPSON SDS EPDXY ANCHORS = MINIMUM EMBEDMENT INTO CONCRETE TO MATCH WET SET OPTION —SIMPSON TITEN HD NAILING PATTERNS SCREWS. SEE FOOTNOTE 11 A • • 0.148"0 X 3" LONG 0.148"0r X 3" LONG 5/8"0 @ 15" O.C. 5/8"0 @ 15" O.C. N/A 5/8"0 @ 12" O.C. TWO ROWS @ 2" O.C. LTP406" O.C. 6" O.C. 1,078 @ 2 O.C. @ 12 O.C. 2-2X(18) A 5/8"0 @ 7" O.C. @ DOUBLE SIDED WALL 5/8"0 @ 7" O.C. @ DOUBLE SIDED WALL N A 5/8"0 @ 6" O.C. @ DOUBLE SIDED WALL N/A N/A 3' O.C. 0 DOUBLE SIDED WALL 2,156 B • • 0.148" n0 X 3 n LONG 0 X 3 0.148 n n LONG 2_2X (18) 5/8 " » 0 @ 20 O.C. » » 5 8 0 @ 20 O.C. N A n 5/8"0 @ 16 O.C. » TWO ROWS @ 3 O.C. n LTP4@8 O.C. n 8 O.C. 840 @ 3 O.C. @ 12 O.C. B 5 8"0 @ 10" O.C. @ DOUBLE SIDED WALL 5 8"o @ 10" O.C. @ DOUBLE SIDED WALL Na 5/8"0 @ 8" O.C. @ DOUBLE SIDED WALL N/A N/A 4" O.C. @ DOUBLE SIDED WALL 1.680 C • • 0.148»0 X 3" LONG 0.148"0, X 3" LONG 5/8"0 @ 24" O.C. 5/8"0 @ 24" O.C. N/A 5/8"0 @ 16" O.C. ONE ROW @ 2" O.C. LTP4010 O.C. 14" O.C. 644 @ 4 O.C. @ 12 O.C. 2X C 5/8"0 @ 12" O.C. @ DOUBLE SIDED WALL 5/8"0 @ 12" O.C. @ DOUBLE SIDED WALL N/A 5/8"0 @ 16" O.C. @ DOUBLE SIDED WALL TWO ROWS @ 2" O.C. LTP4@5" O.C. 7' O.C. @ DOUBLE SIDED WALL 1,288 D • • 0.148"0 X 3" LONG 0.148"0r X 3" LONG 8"0 @ 40" O.C. 55 5/8"0 @ 40" O.C. N/A 5/8"0 @ 24" O.C. ONE ROW @ 3" O.C. LTP4016' O.C. 18" O.C. 434 @ 6 O.C. @ 12 O.C. 2X D 8"0 @ 20" O.C. @ DOUBLE SIDED WALL 5/8"0 @ 20" O.C. @ DOUBLE SIDED WALL N/A 5/8"0 @ 12" O.C. @ DOUBLE SIDED WALL TWO ROWS @ 3" O.C. LTP4@8" O.C. 9' O.C. 0 DOUBLE SIDED WALL 868 (1) • • 6d WB @ 7" O.C. 6d WB @ 7" O.C. NO » 1/2"0 @ 48 O.C. » 1/2"0 @ 48 O.C. ,f 16 O.C. 1/2"0 @ 32 O.C. " 12 O.C. 5 �� 54 O.C. 115 E(1) • 5d WB @ 7" O.C. 5d WB @ 7" O.C. 110 F • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. NO 1/2"0 @ 48" O.C. 1 2"0 @-48" O.C. 10" O.C. 1/2"0 @ 32" O.C. 10" O.C. 5 42 O.C. 145 F H • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. 2X 1 2"0 @ 48" O.C. 1 2"0 @ 48" O.C. 8" O.C. 1 2"0 @ 32" O.C. 8" O.C. 5 36 O.C. 175 H L(2) • 1/2"0 @ 48" O.C. 1/2"0 @ 48" O.C. 6" O.C. 1/2"0 @ 32" O.C. 6" O.C. 5 24" O.C. L(2) • • 5d WB @ 7" O.C. 5d WB @ 7" O.C. NO 200 M(2) • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. NO 1/2"0 @ 30" O.C. 1/2"0 @ 30" O.C. 4" O.C. 1/2"0 @ 16" O.C. 5" O.C. 5 18" O.C. 290 M(2) • • 5d WB @ 4" O.C. 5d WB @ 4" O.C. 2X 290 N • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. 27 1/2"0 @ 24" O.C. 1/2"0 @ 24" O.C. 3" O.C. 1/2"0 @ 16" O.C. 4" O.C. 5 18 O.C. 350 N R • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. NO 1/2"0 @ 30" O.C. 1/2"0 @ 30" O.C. 4" O.C. 1/2"0 @ 16" O.C. 5" O.C. 5 18 O.C. 290 R S (16) • 148"0 X 3" LONG 148" X 3" LONG 4X OR 5/8"0 @ 12" O.C. 5/8"0 @ 12" O.C. N/A 5/8"0 @ 16" O.C. N/A LTP4@5" O.C. 5" O.C. 1,218 S @ 2 O.C. @ 12 O.C. 3X EOOTNOTE3. (1) E OR L TYPE SHEAR WALLS CAN USE EITHER 5/8" OR 1/2" GYP WALLBOARD OR GYP SHEATHING. (2) SHEATH ONE FACE OF WALL WITH 1/2" GYP WALLBOARD OR GYP SHEATHING AND THE OTHER WITH 5/8" GYP WALLBOARD OR GYP SHEATHING. (3) WB = WALLBOARD NAILS: 5d WB = COOLER (0.086"0, 1-5/8" LONG, 15/64" HEAD) OR WALLBOARD (0.086"0, 1-5/8" LONG, 9/32" HEAD) NAILS; 6d WB = COOLER (0.092"0, 1-7/8" LONG, 1/4" HEAD) OR WALLBOARD (0.0915"0, 1-7/8" LONG, 19/64" HEAD) NAILS. (4) ON THE EXTERIOR FACE OF ALL EXTERIOR GYPSUM SHEAR WALLS USE No.1 1 GAGE, 1-3/4" LONG, 7/16" HEAD DIAMOND POINT, GALVANIZED NAILS. THIS REQUIREMENT REPLACES 5d WB AND 6d WB NAILS SPECIFIED IN THE SHEAR WALL SCHEDULE BUT THE SPACING REQUIREMENT IS AS SPECIFIED. (5) PRIOR APPROVAL REQUIRED FOR POWDER ACTUATED FASTENER OTHER THAN HILTI. PRIOR APPROVAL REQUIRED FOR EPDXY OR EXPANSION ANCHORS OTHER THAN THOSE LISTED IN FOOTNOTE (11). (6) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND USE PACHOMETERS AND OTHER EQUIPMENT NECESSARY TO LOCATE ALL POST TENSIONING TENDONS SUCH THAT NO DAMAGE OCCURS FROM PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES. (7) IT SHALL BE THE CONTRACTOR'S RESPOSIBILITY TO INSURE THAT THE PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES IS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES (SPECIAL INSPECTORS SHALL BE PROVIDED IF SPECIFIED BY THE APPLICABLE BUILDING CODE). (8) REFERENCE TYPICAL SHEAR WALL HOLDOWN ELEVATIONS FOR REQUIRED SHEAR WALL END POST/STUDS. IF NO ANCHOR IS USED, PROVIDE 2-2X FULL HEIGHT STUDS (MIN.) AT EACH END OF SHEAR WALL. (9) SHEAR WALL FRAMING SHALL BE 2X STUDS @ 16" O.C. MAXIMUM SPACING, SEE BRACING PLANS FOR TYPES AND LOCATIONS. (10) WSP = WOOD STRUCTURAL PANEL PLYWOOD OR ORIENTED STRAND BOARD OSB ( )• z BOTTOM PLATE (11) MECHANICAL AND ADHESIVE EMBEDMENT LENGTH INTO CONCRETE. STARTS AT THE BOTTOM OF THE CURB, DROP OR BRICK LEDGE (U.N.O.). ANCHOR TYPES AND CODE INFORMATION: Qz BOTTOM PLATE -SIMPSON "SET -XP" EPDXY: ICC ESR -2508; CITY OF L.A. RR25744; FL 11506.5 vii 0 —SIMPSON "STRONG BOLT" WEDGE ANCHOR: ICC ESR -1771; CITY OF L.A. RR25705. FL 11506.6. U cn —HILTI "HIT HY 150 MAX" EPDXY ANCHORS: ICC ESR -2262; CITY OF L.A. RR25257. —SIMPSON TITEN HD: ICC ESR -2713; ICC ESR -1056 (CMU); CITY OF L.A. RR25741 25560; FL 1506.7 (12) REFERENCE WOOD FRAMING SPECIFICATIONS, NOTE #6 NAILING NAILING (13) WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. WHERE PANELS ARE APPLIED ON ONE FACE IT MAY BE PLACED ON EITHER FACE BUT MUST ATTACH DIRECTLY TO THE STUDS. (14) NO SUBSTITUTIONS OF SHEAR WALLS INDICATED ON BRACING PLANS MAY BE MADE UNLESS AN R.F.I. IS SENT AND VERIFIED BY THE ENGINEER (15) WOOD STRUCTURAL PANEL WALL CAPACITIES SHALL BE DIVIDED BY 1.4 FOR SEISMIC LOADS. 1 ROW STAGGERED 2 ROWS STAGGERED (16) 19/32" WOOD STRUCTURAL PANEL NOTE: 15/32" STRUCTURAL I GRADE WOOD STRUCTURAL PANEL MAY BE USED IN LIEU OF THE 19/32" INDICATED AT CONTRACTORS OPTION. (17) IN SEISMIC DESIGN CATEGORIES D, E, F THE SHEAR WALL SOLE PLATE SHALL BE 3" NOMINAL WITH 3"X3"X1/4" PLATE WASHERS AT EACH BOLT. (18) DOUBLE 2X STUDS SHALL BE FASTENED TOGETHER WITH .148"0 X 3" NAILS SPACED TO MATCH THE BOTTOM PLATE NAILING. IF BOTTOM PLATE IS N/A THEN 4X OR 3X MEMBERS SHALL BE USED AT THE JOINT. (20) TYPICAL NAILING PATTERN DETAIL (19) WHERE SHEAR WALLS ARE SUPPORTED BY STEEL BEAMS A 2X CONT. NAILER RIPPED TO MATCH BEAM WIDTH SHALL BE ATTACHED TO THE STEEL BEAM W/ NELSON THREADED STUDS TO MATCH ANCHOR BOLT SIZE AND SPACING, OR POWDER ACTUATED FASTENERS IN ACCORDANCE WITH (ALTERNATE CONCRETE ANCHORAGE). P.A.F.'S SHALL NOT BE USED WHEN STEEL THICKNESS EXCEEDS 1/2". SHEAR WALL SCHEDULE 21 Project BARRINGTON at CARMEL ♦ 'tip �•M, I• ♦• �" CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengmeers.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers, ISSUE DATES I Design Development 0%1+111111)1;,� 06-06-11 Bid Issue >` -QNg7E ' XXXXX Permit Issue 08-01-11100 1 9$ Construction, Issue i 44 P" XXXXX - Revisions nn+^ � E11tE'n s SHEAR WALL SCHEDULE Drawn _HB Check 1 Date SCALE: 1' = 1'-0" Project 211071 Sheet S 9.0 5