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METAL STUD METAL STUDS @ 16" O.C. 1Y 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 EA. LEG TO STUD & BLKG. DEPTH & GAUGE BACK TO BACK Architecture / Development HEADER METAL TRACK (TYP) 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 PROTOTYPE DESIGN 7i.V TO BLKG. & 1-#10-16 STRAP 2-16d SINKERS @ 6" METAL STUDS @ 16" O.C. 10-22-2018 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 #10 SCREWS @ 6" O.C. #8 SCREWS @ 12" O.C. (TYP) TYPICAL METAL STUD EA. SIDE 3- 1" SEGMENTS METAL TRACK (TYP) O 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 1Y x 16GA CONT. BRIDGING @ 2. REFERENCE 3/SD7 FOR TYP. TRACK SPLICE DETAIL. REVISION RECORD 4'-0" O.C. MAX. SCALE: SCALE: SCALE: SECTION CAL _o» 12 WOOD HEADER TO METAL STUD POST ,CALF: 0„ 8 TYP. WALL INTERSECTION SCAL'_O» 4 0 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 OF TYP. STUD BRACING/BRIDGING SCALE: 16 FREF. ARCH. W/ 6- #10 SCREWS EA. SPLICE NONE SIDE OF SPLICE BOTTOM TRACK TO MATCH i i CONC. CURB W/ 1-#4 CONT. & #4 STUD DEPTH AND GAUGE W/ DOWELS @ 18" O.C. USE HILTI HIT oriald .157"0 HILTI X-U @ 32" O.C. RE 500 V3 ANCHORING SYSTEM, ICC X oberts TO CONCRETE. ICC ESR-2269* ESR-3814 (1" EMBED.) (W/0 x � _ (1" EMBED. CENTER AT CURB) ; INSPECTION-HALF VALUES) �xx x � JL #8 x5/" METAL SCREW EACH CONCRETE SLAB #8 SCREWS Associates, Inc. EA. SIDE OF SIDE OF STUD TO TRACK i i Consulting Engineers CONCRETE EQUIPMENT SPLICE (TYP) 2948 N. Stemmons Freeway �, SLAB AS OCCURS Dallas, Texas 75247-6103 FINISH FLOOR FINISH Phone: (214) 637-6299 REF. ARCH. , w o Fax: (214) 637-6997 2x BLKG. www.rara.net Cn PLYWOOD SHEATHING #8 SCREWS EA. 2x BLKG. W/ A35 — — — — — — — — — — — — _ — — — — — -- — SIDE (TYP) PROFESSIONAL SEAL EA. END @STRAP E.N. CS20 x3'-0" @ 4'-0" ALIGN STUD BELOW 8/SD3 (TYP) B N MANUFACTURED ROOF TRUSS TRACK SPLICE EDQ�I4FESSp REF METAL STUD WALL A. U 0.041650 N p OPTION 1 OPTION 2 W.12/31/fq SCALE: SCALE: SCALE: 9jf OF O��\P NOT USED N.T.S. 15 INTERIOR NON—BEARING METAL STUD WALL ,4»=1,_0„ 7 TYP. TRACK SPLICE NONE cA��E w NOTES: N 1. MINIMUM EMBEDMENT BELOW LOWEST ADJACENT 0 2 r FINISHED SURFACE OR BUILDING SLAB. REF. SOILS REPORT. 1 2. REFERENCE 1 & 12/SD2 FOR INFO NOT SHOWN. FINISH REF. ARCH. W 1 3. REFERENCE 16/SD7 FOR STUD BRACING/BRIDGING REQUIREMENTS. 550S162-43 METAL STUDS REF. SHENG ARCH. FOR SPACING (16" O.C. MAX) 2x6 LEDGER W/ > REF.AARCH. 2-10d @ 16" O.C. z o o �' METAL TRACK 550T200-43 W/ .157"0 o � TRUSS z SLIP TRACK PROTOTYPE VERSION w a w FINISH i i HILTI X-U ANCHORS W/ 1Y4 EMBED. @ w = Q z a REF. ARCH. 16" O.C. U.N.O. FIRST ANCHOR 8" FROM o w 2- 8 TO 5 URBAN DESIGN w REF. 8/SD4 FOR \12/SD7 (TYP) w > � o END OF EACH PIECE OF TRACK. N = # #8 x/" METAL SCREWS EA. M Q � cn EACH TRUSS SIDE OF STUD TO TRACK INFO NOT SHOWN. o ,> m - o #3 x18 LONG @ , , SLAB REINF. LL � PROJECT NAME N W Cn U » » W 18 O.C. @ 8 ' REF. PLAN o' U TYP. METAL STUD ( SHEATHING REF. ARCH. N � O.C. @ SIM.) IN-N-OUT -- -- WALL PERPENDICULAR TO TRUSS BURGER - - - - - - - - CD co X J CD ` VAPOR BARRIER - i 2x BLKG. C) #3 TIES @ /\ 6" /\\ `� "' o N @ 24" O.C. N 18" O.C. �/` ROMP FOUNDATIONACTED o SLIP TRACK ADE TRUSS LATH RO P 3-#5 BARS CALIFORNIA TOP & BOT. #3 DOWELS @ 18" O.C. 3'_0" -C-4 2- #8 TO #8 x%" METAL SCREWS EA. Q • • • 1'-6"F EACH BLKG. SIDE OF STUD TO TRACK /-L'x- TYP. METAL STUD SHEATHING REF. ARCH. _ v -0 3" CLR REFER TO S2.0 FOR GRADE 2 16514 GOLDEN VALLEY PKWY (TYP) BEAM DROP LOCATIONS WALL PARALLEL TO TRUSS LATHROP, CA 95330 0 SCALE: i SCALE: g SECTION SCALE: 2 NOT USED N.T.S. 14 60OS200-43 METAL STUD @ TYP. EXTERIOR METAL STUD FOOTING ,4 .1 .0 a�4"_1'_O" 16" O.C. (MAX) REF. ARCH. Mf PROVIDE BRIDGING PER 16/SD7. M M #8 FLAT HEAD TEK DRAG STRAP REF. PLAN FINISH REF. ARCH. I N N OUT SCREW (USE NAILS � � 2�1 @WOOD BLKG. BEYOND) #8 x%4" TEK SCREW (TYP.) Y" PLYWD. SHEATHING 800S162-43 MTL. � `BURGER® STUD @ 16" O.C. METAL TRACK U), ; CONC. CURB W/ 1-#4 CONT. & #4 GOD BLESS AMERICA WOOD TRUSS DOWELS @ 18" O.C. USE HILTI HIT o REF. PLAN MTL. TRACK 80OT200-43 RE 500 V3 ANCHORING SYSTEM, ICC (TYP.) CONCRETE SLAB CONCRETE SLAB W/ 5/"O TITEN HD x4" @ ESR-3814 (1" EMBED.) (W/O 16 O.C. (ESR-2713) INSPECTION-HALF VALUES REF. S2.0 AS REQ'D. FOR DIMENSIONS CS o co co #8 x%" METAL SCREW EACH CONCRETE SLAB PROJECT NUMBER SIDE OF STUD TO TRACK 180641.001 j\< CONCRETE EQUIPMENT r\ \ N SLAB AS OCCURS FLOOR FINISHSHEET TITLE (D I - i _ Of o METALSTU D N -- -- -- co r - - - - - - - - - —_ - - - - - - - - - - - - -N SECTIONS RETE Y" PLYWD./OSB 2x4 LEDGER W/ #8 REOF.C6/SD7 FOOTING \\��\��\ j\\/\\/j & DETAILS SHEATHING FULL @ 16" O.C. (TYP.) Z HEIGHT. FASTEN TOco Z STUD S / N$)All EK FINISH REF. ARCH. co SHEARWALL SCHEDULE 800S162-43 @ • • • FTG. REF. 11/SD2 SHEET NUMBER 16 O.C. BLOCKED 65 0 U W O co SECTION SCALE: 13 METAL STUD WALL SECTION SCALE: 9 NOT USED SCALE: 5 METAL STUD • SHEARWALL SCALE: 1 W /4"-1' 0" %4"=1'-0" N.T.S. O a X