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METAL STUD METAL STUDS @ 16" O.C. 1Y2 x20GA CONT. STRAP (TYP) @ 5-0" O.C. MAX. CLIP L2x2 x 16GA x WIDTH OF VERT. SPACING STUD -Y" TYP. EA. END OF #8 SCREWS @ 12" O.C. BLKG. W/ 2-#10-16 SCREWS TRACK TO MATCH STUD DOUBLE STUD Architecture / Development EA. LEG TO STUD & BLKG. HEADER DEPTH & GAUGE BACK TO BACK METAL TRACK (TYP) x REF. PLAN 14901 Quorum Drive TYPICAL TRACK TO MATCH STUD Suite 300 3- 1" EA. SIDE DEPTH & GAUGE Dallas Texas 75254 18GA METAL STUD HUC66 SEGMENTS 5Y4 x SCL HEADER Ph: (972)239-8884 TRACK BLKG. AT EA. E.N. Fax:(972)239-5054 END OF WALL AND --- - - ---- CORNER FRAMING ISSUE RECORD 8'-0" O.C., TYP. OA 2- 2x TOP DATE DESCRIPTION 6-#10-16 SCREWS EA. STRAP PLATE 2x SOLID BLOCKING WITH - ---- - - ---- URBAN DESIGN PROTOTYPE TO BLKG. & 1-#10-16 STRAP 2-16d SINKERS @ 6" METAL STUDS @ 16" O.C. 7-10-2020 ISSUED FOR PERMIT TO EA. STUD, TYP. SPLICE STRAP BRIDGING O.C. TO TOP PLATE HUC66 (TYP) STRAP AT BLKG. AS REQ'D. DOUBLE STUD TYP. STUD IV #10 SCREWS @ 6" O.C. TYPICAL #8 SCREWS @ 12" O.C. (TYP) METAL STUD EA. SIDE 3- 1" OSEGMENTS O METAL TRACK (TYP) 2-#10-16 SCREWS NOTE: NOTE: 1. FOR INFORMATION NOT NOTED, REF. 12/SD3 COLD ROLLED CHANNEL (CRC) 1. FOR MULTIPLE STUD ATTACHMENT, REF. 4/SD7 INTERSECTION FRAMING 1Y2 x 16GA CONT. BRIDGING @ 2. REFERENCE 3/SD7 FOR TYP. TRACK SPLICE DETAIL. REVISION RECORD x 4'-0" O.C. MAX. SECTION SCALE: 12 WOOD HEADER TO METAL STUD POST 3CALE� g TYP. WALL INTERSECTION SCALE: 4 Q 10-14-2020 CITY 1 Y CCOMMSOMMENTS CLIP L2x2 x16GA x WIDTH OF STUD -Y" TYP. W/ 2-#10-16 SCREWS TO STUD STUD SECTION INSIDE TRACK COLD ROLLED CHANNEL BRIDGING FINISH W/ 6- #10 SCREWS TO WEB REF. ARCH. METAL STUDS SIMPSON ST6215 STRAP OR FLANGES EA. SIDE OFSPLICE TYP. STUD BRACING/BRIDGING 16 SCALE: REF. ARCH. W/ 6- #10 SCREWS EA. NONE SIDE OF SPLICE 11 BOTTOM TRACK TO MATCH i i CONC. CURB W/ 1-#4 CONT. & #4 onald STUD DEPTH AND GAUGE W/ DOWELS @ 48" O.C. USE HILTI HIT %8"0 x 10" A307 ANCHOR I RE 500 V3 ANCHORING SYSTEM, ICC x i - x BOLT @ 48" O.C. TO ESR-3814 (1" EMBED.) (W/O xx i x x oberts CONCRETE. i i INSPECTION-HALF VALUES) x � #8 x5/" METAL SCREW EACH CONCRETE SLAB #8 SCREWS I Associates, Inc. SIDE OF STUD TO TRACK i i EA. SIDE OF I Consulting Engineers CONCRETE EQUIPMENT SPLICE (TYP) 2x STUDS @ 16' O.C. 2948 N. Stemmons Freeway SLAB AS OCCURS Dallas, Texas 75247-6103 2x SILL W/ 16d FLOOR FINISH Phone: 214 637-6299 TRIPLE 2x , NAILS @ 8" O.C. www.rara.net TOP PLATE N PLYWOOD SHEATHING #8 SCREWS EA. METAL TRACK W/ I — — — — — — — — — — — — — — — — — — — — — SIDE (TYP) PROFESSIONAL SEAL #10 x5" MIN. HEX E.N. CS20 x3'-0" STRAP @ 4'-0" OR PAN HEAD MANUFACTURED ROOF TRUSS ALIGN STUD BELOW SCREWS @ 16" O.C. B.N. TRACK SPLICE pQ 0 E �4fES5/ 9! TO TOP PL. SZ Q METAL STUD WALL SIMPSON L50 Inc (TYP.) .041650 N OPTION 1 OPTION 2 Exp.12/31/2i * SCALE: SCALE: SCALE: �OF'CAV14��'�\� NOT USED N.T.S. 15 INTERIOR NON—BEARING METAL STUD WALL ,a»=,'_o,. 7 TYP. TRACK SPLICE NONE 3 Q NOTES: = 1. MINIMUM EMBEDMENT BELOW LOWEST ADJACENT 0 2 FINISHED SURFACE OR BUILDING SLAB. REF. SOILS FINISH REF. ARCH. 0 REPORT. � —IF2. REFERENCE 1 & 12/SD2 FOR INFO NOT SHOWN. 550S200-43 METAL STUDS REF. J w 3. REFERENCE 16 SD7 FOR STUD BRACING BRIDGING ' / / ARCH. FOR SPACING (16' O.C. MAX) a_ REQUIREMENTS. SHEATHING cc J REF. ARCH. METAL TRACK 550T200-43 W/ .157"0 Of cn SIMPSON CS14 STRAP2x6 LEDGER W/ z C , HILTI X-U ANCHORS W/ 1Y4" EMBED. @ _ 3'-Ott LAP = w � FINISH W/ #10 TEK SCREWS L30 CLIP i 2-10d @ 16 O.C. w o 3: 16 O.C. U.N.O. FIRST ANCHOR 8 FROM o w SLIP TRACK TRUSS PROTOTYPE VERSION AT EVERY HOLE Q , za REF. ARCH. END OF EACH PIECE OF TRACK. "' _ ( ) 2x6 BLKG. T&B @ m m N # 16U.2.61 T&B TYP. STRAP (TYP.) N � 0 #3 x24" LONG SLAB REINF. ,l 2- #8 TO 8 x%$" METAL SCREWS EA. � 0 i w EACH TRUSS SIDE OF STUD TO TRACK �, c) @ 18 O.C. (@ REF. PLAN � m 8" O.C. @ SIM.) PROJECT NAME Z o J TYP. METAL STUD SHEATHING REF. ARCH. L `L 2x6 LEDGER W/ 2- IN-N-OUT METAL TRACK #10 TEK SCREWS @ - - - - - - - WALL PERPENDICULAR TO TRUSS REF. 8 SD4 FOR Q BURGER METAL STUD 2x4 BLKG. @ 48" O.C. INFO NOT SHOWN. EA. STUD • \ J CD SHEAR WALL (MAX.) BETWEEN TRUSSES / \ ��/� VAPOR BARRIER N FRAMING @ 0 COMPACTED SUBGRADE N 2x4 BLKG. (FLAT) AT STRAP ��j 0 2x BLKG. 0 16 O.C. (MAX.) i o /�//� • REF. FOUNDATION NOTES @ 24" O.C. `� / 3'-0" N SLIP TRACK 3 DOWELS @ 18 O.C. TRUSS STO C KTO N _ #5 CONT. # 1 6 CALIFORNIA a i • • • #3 TIES @ 18" O.C. 2- #8 TO #8 x%$' METAL SCREWS EA. Q"' EACH BLKG. SIDE OF STUD TO TRACK _j r. ol 0- 0 � t' REFER TO S2.0 FOR GRADE SHEATHING REF. ARCH. 3 CLR TYP. METAL STUD ~ `� 2'-0" (TYP) BEAM DROP LOCATIONS 0 5202 PACIFIC AVE 3-#5 WALL PARALLEL TO TRUSS 1 BARS BOT. STOCKTON, CA 95207 SCALE: i SCALE: SCALE: SECTION ,4»=1 14 550S200-43 METAL STUD @ TYP. EXTERIOR METAL STUD FOOTING ,4» ' 6 SECTION 3/4»=1'—o» 2 N 16" O.C. (MAX) REF. ARCH. M PROVIDE BRIDGING PER 16/SD7. qtft" CD N #8 PAN HEAD TEK DRAG STRAP REF. PLAN SCREW (USE NAILS FINISH REF. ARCH. @ WOOD BLKG. BEYOND) s " T P Y2" PLYWD. SHEATHING NoNmOUT o #8 x/a EK SCREW (TYP.) 80UD2 -@ 16»3 OMCL. \BURGER® METAL TRACK o ; CONC. CURB W/ 1-#4 CONT. & #4 GOD BLESS AMERICA U WOOD TRUSS DOWELS @ 18" O.C. USE HILTI HIT LO REF. PLAN 80OT200-43 MTL. TRACK RE 500 V3 ANCHORING SYSTEM, ICC CD (TYP.) CONCRETE SLAB CONCRETE SLAB W/ %"'0 TITEN HD x4" @ ESR-3814 (1" EMBED.) (W/O 16 O.C. (ESR-2713) , INSPECTION-HALF VALUES) REF. 00 S2.0 AS REQ'D. FOR DIMENSIONS N C #8 x%g" METAL SCREW EACH CONCRETE SLAB PROJECT NUMBER Y" PLYWD. SHEATHING SIDE OF STUD TO TRACK 190955 CONCRETE EQUIPMENT DBL.80OS162-43 CD � BLKG. AT PANEL FASTEN TEOK SCREWS STUDS / //\ �\�/� I J EDGE FASTENERS------\ i\ \ N SLAB AS OCCURS (MIN.) PER SHEARWALL FLOOR FINISH SHEET TITLE CD SCHEDULE ,l o dZI -- -- - METAL STUD - - - - - - - - - - - - - - - - - - - - - - SECTIONS CONCRETE FOOTING — — — — — FASTENWTDO STUDS IW/NG 2x4 LEDGER W/ #8 REF. 6/SD7 • • U ` & DETAILS Y #8 x1" TEK SCREWS @ 16» O.C. (TYP.) co (MIN.) PER SHEARWALL FINISH REF. ARCH. o SCHEDULE 2-43 @ 16t' BLOCKED • • • FTG. REF. 11/SD2 SHEET NUMBER 0 16 O.C.O. N U) H U W O (If SD7 SECTION 3 GALE: 13 METAL STUD WALL SECTION 3 CALF: 9 NOT USED SCALE: 5 METAL STUD SHEARWALL SCALE: 1 w Y"'=1'-0" /a =1 -0 N.T.S. O a X