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Home My WebLink AboutSHEET S334 - Shoppes on Main Retail Building (Carmel, IN) 25STEEL STUD NOTES Steel studs shall be ABER A570, Grade 50 for 12, 14 and 16 gauge, and ADEN A570, grade 33 for 18 and 20 gauge. Provide studs with section properties equal to or greater than those shown on the drawings. Manufacturers literature indicating the size, gauge, sectional properties and materials to be used shall be submitted for approval to the architect prior to fabrication in accordance with the specifications. Studs are to be 16 gauge use studs 0 16" o.c. with 16 gauge unpunched track unless design analysis requires otherwise. Design shall be provided by styeel stud supplier and performed by a licensed professional in accordance with the current Indiana Building Code. MINIMUM EFFECTIVE SECTION PROPERTIES FOR CEE STUDS ARE AS FOLLOWS: SECTION STUD SIZE Sxx (IN'1 Ill 158XC20 1 5/8" X 20 GAUGE 0.094 0.088 158XC18 1 5/8" X 18 GAUGE 0.130 0.110 158XC16 1 5/8" X 16 GAUGE 0.153 0.135 158XC14 1 5/8" X 14 GAUGE 0.194 0.164 25OXC20 2 1/2" X 20 GAUGE 0.162 0.231 25OXC18 2 1/2" X 18 GAUGE 0.223 0.292 25OXC16 2 1/2" X 16 GAUGE 0264 0,359 250XC14 1 2 1/2" X 14 GAUGE 0.337 1 0.441 35OXC20 3 1/2" X 20 GAUGE 0.250 0.496 35OXC18 3 1/2" X 18 GAUGE 0.344 0.630 35OXC16 3 1/2" X 16 GAUGE 0.410 0.777 350XC14 3 1/2" X 14 GAUGE 0.523 0.959 358XC20 3 5/8" X 20 GAUGE 0.262 0.538 358XC18 3 5/8" X 18 GAUGE 0.360 0.683 358XC16 3 5/8" X 16 GAUGE 0.429 0.843 358XC14 3 5/8" X 14 GAUGE 0.548 1.040 40OXC20 4" X 20 GAUGE 0,299 0.674 40OXC18 4" X 18 GAUGE 0.410 0.857 40OXC16 4" X 16 GAUGE 0.490 1.060 40OXC14 4" X 14 GAUGE 0.625 1 1.309 60OXC20 6" X 20 GAUGE 0.512 1.744 60OXC18 6" X 18 GAUGE 0.712 2.226 60OXC16 6" X 16 GAUGE 0.859 2.760 60OXC14 6" X 14 GAUGE 1.094 3.422 80OXC20* 8" X 20 GAUGE 0.664 3.486 80OXC18 8" X 18 GAUGE 1.068 4.462 80OXC16 8" X 16 GAUGE 1.300 5.542 80OXC14 8" X 14 GAUGE 1.659 6.889 60OWT20 6" X 20 GAUGE 0.330 1.377 60OWT18 6" X 18 GAUGE 0.539 1,886 60OWT16 6" X 16 GAUGE 1 0.680 1 2.383 11 1 1_ 50" 1 z x D x LU N wu wu x M. M LU LU XC L WIT Sectional properties based on Metal Stud Manufacturers Association ICBO ER #4943 NOTES: L Effective properties based on Fy = 50ksi for 12, 14 and 16 gauge sections. Fy = 33ksi for 18 and 20 gauge sections. 2. Effective properties and allowable moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. C * Web height to thickness exceeds 200. Web stiffener required at support points. (AISI B1.2) 5. Tabulated areas are based on the full un-reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is required. Contact the manufacturer for this assistance 7. Lightweight steel framing components shall be cut squarely or as required to fit neatly against abutting members. Members shall be held firmly in place until properly fastened. 8. Joining of 18 gauge and heavier members shall be done by fillet, plug, butt or seam welding unless specified otherwise. 9. Studs shall be of the sizes indicated and shall be seated squarely in the tracks with the stud web and flanges abutting the track web and shall be securely attached by welding, screwing or bolting. Track shall be securely anchored to the floor and overhead structure or member. Track shall be butt welded or Joined by splice plates as required. 10, Splices in axially loaded studs shall not be permitted. 11, All welding shall comply with AWS DlS specifications and shall be done by calif welders. Wall Components and Cladding Pressures: Zone 4, 5 (Windward): A = 10 aft; p = 37.0 psf A = 500 sfl; p = 27.6 psf Zone 4 (Leeward): A = 10 sft; IN = -40.1 psf A = 300 sfl; IN = -30.7 psf Zone 5 (Leeward): A = 10 sit; p = -49.5 psf A = 500 oft; p = -30.7 psf DOUBLE STUD AT JOIST (2) #8-18 SELF TAPPING SCREWS 0 48" OG. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camlel (� �VTI�'lla>nckwA�+L DATE: \ 06/17/19 SHEATHING (SEE ARCH DWGS) #10 PAN HEAD SCREW AS REQ'D. #10 BUGLE HEAD SCREWS SEE SCHEDULE (BELOW) SCHEDULE NOTES USE #1Ox1 1/4" SELF -TAPPING BUGLE HEAD SCREWS TO FASTEN SHEATHING TO STUDS. FASTENING SCHEDULE FASTENER EDGE INTERMEDIATE FASTENING SUPPORT FA4C`."d #10 6" 12 Typical Corner Framing Not to Scale SILL TRACK BEND PORTION OF WEB DOWN AND FASTEN 1 JAMB SILL TRACK SILL TRACK TRACK FLANGE BEND TO ALLOW NECTION IS TRACK CLIP ANGLE NO LESS THAN 1/2" LESS THAN STUD DEPTH JAMB TRACK Sill Track Connection Not to Scale L( (SEE ARHSHEATHING STUD OR CLIP GLES DDi-_[I I ,.. AS REQONNECTION SCREWS SHEATHING #10 BUGLE HEAD SCREWS SCREWS (HEAD AREQ'D) (SEE ARCH SWISS) (SEE SCHEDULE BELOW) (TYR SHEATHING TO STUD) (TYP. STUD TO STUD) SCHEDULE NOTES: USE #10xl 1/4" SELF -TAPPING BUGLE HEAD SCREWS TO FASTEN SHEATHING TO STUDS. SPECIAL HOLD DOWNS TO FOUNDATION ARE NOT REQUIRED. FASTENING SCHEDULE FASTENER EDGE INTERMEDIATE FASTENING SUPPORT FASTENING #10 6" 12" Typical Wall Intersection Framing Not to Scale FT SURF DESIGNED WELD OR SCREW AS REQUIRED ;TUD Shear Wall Top Connection Not to Scale TIED Shear Wall Intermediate Connection Not to Scale DOUBLE STUD SIMPSON S/DTf2Z FLAT STRAP HOLD DOWN PER SUPPLIED AND PLAN DESIGNED BY STUD UPPLIER #14 SELF GRILLING SCREWS BRACING PER MANUFACTURER'S TRACK RECOMMENDATION ANCHOR TRACK TO FLOOR WITH WASHER OR PLATE AND )1 e x C-9" ANCHOR BOLTS WELD OR SCREW Shear Wall Hold Down Connection Not to Scale /:1Ntl METAL STUD 1 PAN HEAD SCREWS EACH SIDE) Typical Wall Panel with Diagonal Wind Bracing Typical Metal Stud Track Splice Not to Scale Not to Scale COPE FLANGES OF LINTEL STUDS ATTACH TO DEL STUD W/ #8-18 SELF -DRILLING SCREWS, (1) SCREW PER 2" OF LINTEL/ SILL DEPTH EA. STUD. EA. SIDE �AliA1�Y0111:If:1UiM CONT. DEL. STUD AT COPE FLANGE, BEND OUT 2", JAMB OF EACH OPENING ATED ROVIDE (1) #6-18 SELF - DRILLING SCREW PER 2" F STUD WIDTH. TRIM #8-I8 SELF -DRILLING TEE SCREWS AT EA. STUD FLANGE CONT, 6" C 16 GA. STUD 16 GA. STUDS TRACK 6" 16 GA. _-I #8-18 SELF -DRILLING TRIMMER STUD. SCREWS AT 16" O.C. TRIP. JAMB SECT. 6" 16 GA, STUDS AT 16" O.C. #8-18 SELF -DRILLING 6' 16 GA. STUD SCREWS AT EA STUD TRACK METAL STUD LINTEL #8-18 SELF -DRILLING SEE SCHEDULE SCREWS AT 16" O.C. LINTEL SECTION COPE FLANGE, BEND OL PROVIDE (1) #8-18 SELF -DRILLING TEK SCR 2' OF STUD WIDTH CONT, 6" 16 GA, STUD TRACK SILL SECT. CUT TRACK AND BEND TO ALLOW EXTENSION OF FLANGES FOR CONNECTION #8-18 SELF -DRILLING TEK SCREWS AT EQ. STUD FLANGE NET STUD AT JAMB OF EA. OPEC. HEADER SCHEDULE ROUGH GREG LINTEL SIZE 0'-0" - 4'-0" (3) 6" - 16 go 4'-1" 8. O" (3) 8" - 16 go 8'-1" - 12'-0" (3) 12" - 14 go NOTES: 1. ALL LINTEL STUDS MUST MEFT OR EXCEED DIFTRICH INDUSTRIES 'CSJ' STUD TYPE. Typical Metal Stud Lintel Not to Scale ATTACH TRACK TO SLAB USING: (2)0.145" DIA. POWDER ACTUATED FASTENERS w/l 1/2" MIN. EMBED. LOCATED AS SHOWN ABOVE. RUNNER TRACK ca as u- �co 0 16 TOP VIEW N a(1)#10-16 SCREW CONCRETE SLAB '+ 0 EACH FLANGE. (SEE PLAN) Tvoical Base of Wall at Slab Not to Scale NOTE: NUMBER OF ROWS OF BRIDGING DETERMINED BY WALL HEIGHT (5'-0" O.C. MAX) WHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH -OUT. USE 2"x2"xi6 GAUGE CLIP ANGLE IY" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS. 1�" GAUGE COLD ROLLED 5'-0" O.C. MAX. CHANNEL. (CRC) TO BE SPACING * SPACED AS REQ'D BY "^ * DESIGN. 2"x2"xl6 GAUGE CLIP ANGLE 4" LESS THAN STUD ^ • WIDTH. ATTACH USING (4)#10-16 SCREWS. CUP ANGLE TO BE PLACED AT EACH STUD. TYP. LATERAL BRACING SPLICE USE: (1)12" LONG CRC INVERTED OVER CENTER OF SPLICE w/(3)#10-16 SCREWS ON EACH SIDE OF SPLICE. LIGHT GA. METAL STUD (TYP) STUD BRACING OPTION 1 NOTE. NUMBER OF ROWS OF BRIDGING DETERMINED BY WALL HEIGHT (5'-0" O.C. MAX) MIN. 1B GA RUNNER TRACK SOLID BLOCKING 0 8'-0"o.c, MAX. MAKE RUNNER TRACK 8" LONGER THAN STUD INSIDE SPACING. CLIP FLANGES OF TRACK 4" FROM EACH END. BEND TRACK AT CLIPPED FLANGES. 1 1/4" x 20 GA STRAPPING, SCREW ATTACH TO EACH STUD FLANGE w/(1)#10-16 SCREW. (STRAPPING TO START & END ON SOLID BLOCK Do Jr ` 5'O.C. MAX SPACING SCREW ATTACH BOTH PARTS OF OUT FLANGE i0 STUD ON EACH SIDE WITH (2)#10-16 SCREW. r�USE16 SCREW E OF BLOCKING. LIGHT GA. METAL STUD (TYR) STUD BRACING OPTION 2 Typical Metal Stud Internal Bracing Not to Scale PAN HEAD BUGLE HEAD WAFER HEAD 11 IT TYPE S-12 FLUTED POINT TABLE 1: BASED SCREW DIAMETER SIZE GUIDELINES ON TOTAL THICKNESS OF STEEL COMMON SIZE NOMINAL DIAMETER TOTAL THICKNESS (IN.) 6 0.138 UP TO 0.110 8 0.164 0.140 10 0.190 OA75 72 0216 0210* * GREATER THICKNESSES ARE POSSIBLE, CONSULT A SCREW MANUFACTURER. TYPICAL SCREW TYPES USE TYPE S-12 FLUTED POINT Typical Metal Stud Fasteners Not to Scale Z O O o N M i N Q •• � CD O d X X cm U V W _1Y a I� • a J° " Z • � Z C1 0! 9 O U = W0 OI 6 `m uti W E c Q W COW W par Q u ? 3 a C A W n in LU Z LU U O v! ° N J J Q W F W ° U) J Q Z U } � rI.E. # DESCRIPTION DATE E. �r,rrnllw,,,t My� ��04,;otsiPq P�,'p w PE10100337Aw ry �0'. STATE OF 'WW: a�'fxe'1hD1ANR '��: '\',to//'(F�7J0�_NA/LVI�yVV/�,If`�x STATE SUBMITTAL APRIL 10, 2019 18148 S334