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5/8" GYP BOARD "TYPE X" <br />@ BOTH SIDES <br />CONCRETE SLAB ON GRADE <br />REFER TO STRUCTURAL PLANS <br />COLED ROLLED CHANEL CONT. <br />WITH CLIP ANGLE @ 4'-0" O.C. <br />R-15 INSULATION FOR <br />SOUND ATTENUATION. <br />(N) 6" 20 GA. MTL STUD. <br />NONSTRUCTURAL - REFER TO <br />STRUCTURAL FOR DETAILING <br />ATTACHMENT. <br />UNDERSIDE OF EXISTING <br />ROOF PLYWOOD SHEATHING <br />STRUCTURAL NOTE: <br />• REFER TO STRUCTURAL FOR ALL <br />FRAMING, DETAILING & ANCHORING. <br />NOTE:NOTIFY ARCHITECT IF FIELD <br />CONDITIONS ARE DIFFERENT THAN <br />THOSE SHOWN ON PROPOSED DETAIL <br />GA FILE NO. WP 1070 <br />STC= 45-49 <br />"HILTI" X-U POWDER DRIVEN FASTENERS at <br />16" O.C. (ESR 2269) <br />1" MIN. EMBEDMENT. (USE 3/4" EMBEDMENT <br />at P.T. SLAB) REFER TO STRUCTURAL PLANS BATT INSULATION. <br />DIETRICH INDUSTRIES INC. <br />20 GAUGE 3 5/8" METAL STUDS @ 16" O.C. <br />UNLESS OTHERWISE NOTED <br />(ICC-ESR-2374) <br />5/8" GYP. BD. BOTH SIDES W/ 1" LONG <br />SELF DRILLING AND TAPPING SCREWS <br />@ 8" O.C. EDGES AND 12" O.C. FIELD. <br />JOINT COMPOUND TO BE VINYL, DRY <br />OR PRE MIXED APPLIED IN TWO <br />COATS TO JOINTS AND SCREWS. <br />PAPER TAPE TO BE 2" WIDE <br />EMBEDDED IN FIRST LAYER OF <br />COMPOUND OVER ALL JOINTS. <br />BASE, ATTACH W/ CONT. BEAD OF <br />LIQUID NAILS AT UPPER PORTION OF <br />BASE MATERIAL. <br />RAFTERS / TRUSSES <br />PER STR. PLAN <br />ROOFING <br />ATTACH BOTTOM TRACK TO SLAB WITH <br />'HILTI' OR EQ. .13O x 1" DOME HEAD NAILS <br />X-ZF TYPE @ 36" O.C. MAX (ICC0ESR-2776) <br />1 HR 5/8" DRYWALL <br />TYPE "X" @ RESTROOMS <br />1 HR 5/8" DRYWALL <br />TYPE "X" @ RESTROOMS <br />20GA. RUNNER TRACK W/ 2 1_ <br />2" MAX. FLANGE. <br />SECURE W/ 2-#10-16 TEK SCREWS @ EA. <br />BLOCK <br />ROOF TRUSSES PER STR. ENG. <br />ROOF PLYWOOD <br />FULL HEIGHT <br />CLG. <br />HARD LID CEILING <br />2x4 WD. STUD WALL <br />@ 16" O.C. <br />5/8" GYP. BOARD BOTH SIDES W/ 1" LONG <br />SELF DRILLING AND TAPPING SCREWS @ <br />8" O.C. EDGES AND 12" O.C. FIELD <br />HILTI OR EQUIVALENT DRIVE PINS @ 32" O.C. <br />THRU P.T. PLATE W/ 17/32" MIN. EMBEDMENT <br />INTO CONCRETE. (ICC -ESR-2776) <br />BASE, ATTACH W/ CONTINUOUS BEAD OF LIQUID <br />NAILS @ UPPER PORTION OF BASE MATERIAL <br />RESTROOM <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br /> 5 <br />S0.8 <br />Fin. Floor <br />0' -0" <br />Clg. Height <br />10' -0" <br />9' <br /> <br />- <br /> <br />0 <br />" <br /> <br /> <br />T <br />O <br /> <br />B <br />O <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br /> <br />S <br />O <br />F <br />F <br />I <br />T <br /> <br />D <br />R <br />O <br />P <br />- <br />D <br />O <br />W <br />N <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />2x P.T. D.F. SILL W/ <br />5/8"⌀ANCHOR BOLT. <br />PER STRUCTURAL <br />SHEAR BLOCKING <br />PER TRUSS ENG. <br />2x6 WOOD STUD WALL @ 16" O.C. <br />SHEAR PER STRUCTURAL PLANS. <br />SIMPSON WOOD FRAMING CONNECTORS. <br />REFER TO STRUCTURAL. <br />BASE, ATTACH W/ CONT. BEAD OF <br />LIQUID NAILS AT UPPER PORTION <br />OF BASE MATERIAL. <br />5/8" GYP BOARD BOTH SIDES <br />JOINT COMPOUND TO BE VINYL, DRY OR PRE MIXED <br />APPLIED IN TWO COATS TO JOINTS AND SCREWS. <br />PAPER TAPE TO BE 2" WIDE EMBEDDED IN FIRST LAYER <br />OF COMPOUND OVER ALL JOINTS. <br />(3) END NAIL <br />STRUCTURAL NOTE: <br />• REFER TO STRUCTURAL FOR ALL FRAMING, <br />DETAILING & ANCHORING. <br />ROOF SHEATHING. END NAILING <br />PER STRUCTURAL <br />PROPOSED ROOF TRUSSES SEE STRUC <br />REFER TO TRUSS PLANS FOR DIRECTION <br />PLYWOOD ROOF DECK <br />3-5/8"x20GA. METAL C.J. @ <br />24" O.C., "CEMCO" OR EQUAL <br />(SR-4943P) <br />3-5/8"x20GA. CONT. LEDGER CHANNEL <br />W/ (3) 1/4"x3" METAL 'TEK' SCREWS @ <br />16" O.C. <br />5/8" GYPSUM <br />WALLBOARD <br />Fin. Floor <br />0' -0" <br />Clg. Height <br />10' -0" <br />9' <br /> <br />- <br /> <br />0 <br />" <br /> <br /> <br />T <br />O <br /> <br />B <br />O <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br /> <br />S <br />O <br />F <br />F <br />I <br />T <br /> <br />D <br />R <br />O <br />P <br />- <br />D <br />O <br />W <br />N <br />CONTINUOUS 600T150-43 <br />BOTT. TRACK W/ HILTI X-U. <br />0.157 DIA. WITH 1" MIN. <br />EMBEDMENT @ 16" O.C. <br />(ESR-2269) <br />600S162-43 STUD WALLS @ 24" O.C. <br />REFER TO PLAN WHERE MTL. <br />STUD WALL ENDS. <br />FRAMING CONNECTORS. <br />REFER TO STRUCTURAL. <br />BASE, ATTACH W/ CONT. BEAD <br />OF LIQUID NAILS AT UPPER <br />PORTION OF BASE MATERIAL. <br />5/8" GYP BOARD <br />JOINT COMPOUND TO BE VINYL, DRY OR <br />PRE MIXED APPLIED IN TWO COATS TO <br />JOINTS AND SCREWS. PAPER TAPE TO <br />BE 2" WIDE EMBEDDED IN FIRST LAYER <br />OF COMPOUND OVER ALL JOINTS. <br />(3) END NAIL <br />STRUCTURAL NOTE: <br />• REFER TO STRUCTURAL FOR ALL <br />FRAMING, DETAILING & ANCHORING. <br />CONT. MIN. 18GA C-STUD FLAT BLK'G <br />W/FLANGES CUT OFF AT TRUSS. <br />(1) #10 EA. STUD FLANGE, TYP. <br />PER STRUCTURAL <br />PROPOSED ROOF TRUSSES SEE STRUC <br />REFER TO TRUSS PLANS FOR SPAN & DIRECTION <br />PLYWOOD ROOF DECK <br />3-5/8"x20GA. METAL C.J. @ 24" <br />O.C., "CEMCO" OR EQUAL <br />(SR-4943P) <br />3-5/8"x20GA. CONT. LEDGER CHANNEL <br />W/ (3) 1/4"x3" METAL 'TEK' SCREWS @ <br />16" O.C. <br />5/8" GYPSUM <br />WALLBOARD <br />STAINLESS STEEL WALL FINISH <br />ADJACENT TO COOKING EQP. SEE <br />PLAN <br />E.S. <br />(3) END NAIL <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />NOVUM <br />A R C H I T E C T U R E, Inc <br />www.novumarchitecture.com <br />OFFICES: SOUTH BAY / ORANGE COUNTY <br />116 S CATALINA AVE. STE. 122, <br />REDONDO BEACH, CA 90277 <br />TEL: 310-383-1827 / 310-709-4476 <br />N <br />DARIAN <br />RADAC <br />NO. C-33451 <br />RENEWAL DATE <br />LICENSED <br />STA <br />OE <br />CETIHCRA <br />T <br />T <br />F <br />INR <br />I O <br />CALF <br />A2-28-2025 <br />Darian Radac <br />As indicated <br />A-020 <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />Checker <br />Author <br />11-20-2024 <br />tom's2023 <br />Ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />D <br />e <br />t <br />a <br />i <br />l <br />s <br />Mr <br />. <br /> <br />S <br />p <br />i <br />r <br />o <br />s <br /> <br />P <br />o <br />l <br />i <br />t <br />i <br />s <br />1 1/2" = 1'-0"3 1HR MTL STUD WALL <br />1" = 1'-0"5 Mtl Std Wall Cooking Line to Back of House <br />1" = 1'-0"4 Wood Stud Wall - Low to Full Height Clg. <br />1" = 1'-0"1 INTERIOR WALL DETAIL @ WD STUD <br />1" = 1'-0"2 INTERIOR WALL DETAIL @ MT STUD <br />3 <br />No. Description Date <br />3 BLDG Revision 3 11.20.24 <br />1430 E Edinger Ave <br />3/27/2025