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(2) #12 SMS T&B & (3) <br />#12 SMS EACH SIDE THRU <br />(1) LAYER OF GYP BD <br />LT GA STUDS <br />(20 GA MIN) <br />(2) #10 SMS <br />EACH SIDE, TYP <br />#10 SMS, TYP <br />CUT TRACK FLANGE <br />& BEND WEB, TYP <br />TRACK TOP AND <br />BOTTOM W/ (3) #10 <br />SMS INTO TRACK <br />6" <br />MAX <br />16 GA TRACK <br />T&B OF PANEL <br />LT GA STUD MATCH <br />(E) GA AND DEPTH <br />A FRONT VIEW B SIDE VIEW <br />GYP BD SHOWN ONLY REQD <br />FOR RATED WALLS, SEE <br />ARCH FOR WALL RATINGS <br />200# <br />MAX <br />1'-8" <br />MIN <br />#14 SMS EA CORNER (4 TOTAL) <br />THRU (1) LAYER OF GYP BOARD <br />LT GA STUDS <br />(20 GA MIN) <br />6"x16GA TRACK <br />BACKING <br />2' <br />- <br />0 <br />" <br />MI <br />N <br />2" <br />MAX <br />6" <br />MAX <br />2" <br />MA <br />X <br />A FRONT VIEW B SIDE VIEW <br />200# <br />MAX <br />#4xTRENCH WIDTH @ 24" OC <br />EPOXIED W/ 3" EMB, TYP EA SIDE <br />(E) CONC SLAB <br />ON GRADE <br />2" SAND <br />REPAIR VAPOR BARRIER AS REQD <br />CLEAN SAND OR 1500 <br />PSI LEAN CONC MIX <br />12" MIN <br />TRENCH WIDTH <br />EQ <br />EQ <br />0" <br />NOTES: <br />1.SOIL TO BE COMPACTED TO 90% <br />2.NO PULL TEST REQUIRED FOR EPOXIED DOWELS <br />3000 PSI CONC MATCH <br />THICKNESS OF (E) SLAB <br />VERIFY ALL ELECTRICAL DUCT <br />DIMENSIONS AND LOCATIONS <br />PRIOR TO ANY CONCRETE POURS <br />11 2" <br />CLR <br />VERIFY 11 2" <br />CLR <br />6" <br />TYP <br />#3 BENT DOWEL @ 12" OC ALT <br />EA SIDE EPOXIED W/ 23 8" EMBED <br />#3 CONT EA SIDE <br />(3) #3 CONT <br />NOTES: <br />1.SOIL TO BE COMPACTED TO 90% <br />2.NO PULL TEST REQUIRED FOR EPOXIED DOWELS <br />(E) CONC SOG <br />(4" MIN THICKNESS) <br />VAPOR BARRIER MATCH <br />EXISTING. OVERLAP EXISTING <br />BASE, MATCH EXISTING 3" <br />CL <br />R <br />HANGER, <br />TYP SEE MEP <br />3 8"∅ A36 ATR, TYP <br />3 8"∅ EXP ANCHOR <br />W/ 11 2" EMB <br />∅ <br />112" <br />TYP <br />·∅ <br />·∅ <br />· <br />·· <br />∅ <br />∅ <br />FOR ADDITIONAL PIPE/CONDUIT SUPPORT <br />INFORMATION SEE MEP DRAWINGS <br />ALL SEISMIC BRACING TO BE DEFERRED <br />WHEN REQUIRED TO OCCUR <br />3 8"∅ COUPLER <br />1'-0" <br />MIN <br />(E) CONC DECK <br />(4" MIN) <br />50LBS MAX <br />PER SUPPORT <br />IN ALL CASES HANGER ROD LENGTHS <br />SHALL BE LIMITED TO AVOID IMPACT <br />WITH OTHER STRUCTURAL OR <br />NON-STRUCTURAL COMPONENTS <br />STIFFY GRIPPER <br />3 8"∅ A36 ATR, TYP <br />3 8"∅ EXP ANCHOR <br />W/ 11 2" EMB <br />∅ <br />112" <br />TYP <br />3 8"∅ COUPLER <br />1'-0" <br />MIN <br />(E) CONC DECK <br />(4" MIN) <br />50LBS MAX <br />PER SUPPORT <br />EMT CONDUIT IS TO BE <br />SUPPORTED AT 10'-0" MAX <br />CABLING IS TO BE <br />SUPPORTED AT 4'-0" MAX <br />PROVIDE ADDITIONAL SUPPORT AT <br />3'-0" OF EVERY OUTLET BOX, JUNCTION <br />BOX, DEVICE BOX, CABINET, CONDUIT <br />BODY, OR OTHER TERMINATION. <br />HANGER ROD LENGTHS SHALL BE <br />LIMITED TO AVOID IMPACT WITH <br />OTHER STRUCTURAL OR <br />NON-STRUCTURAL COMPONENTS <br />CONDUIT/CABLE <br />(5PLF MAX) <br />NUT AND WASHER <br />MAY USE J-HOOK HGR OR SIM FOR <br />CABLING IN-LIEU OF STIFFY GRIPPER <br />P1000 STRUT W/ <br />#12x4" WOOD SCREW <br />INTO EA JOIST <br />STRUT NUT <br />W/ LOCK <br />WASHER, TYP <br />(E) ROOF <br />SHEATHING <br />(E) 2x JOIST, TYP <br />·∅ <br />·∅ <br />· <br />SEE MEP DRAWINGS FOR ADDITIONAL PIPE <br />AND CONDUIT SUPPORT REQUIREMENTS <br />3 8"∅ A36 ATR, TYP <br />HANGER, <br />TYP SEE MEP <br />50 LBS MAX <br />PER SUPPORT <br />PIPE/CONDUIT MAYBE BE <br />DIRECTLY FASTENED TO STRUT <br />USING P1100 SERIES CLAMPS <br />(2) SIMPSON <br />SDS25212 SCREWS <br />EA SIDE OF PANEL <br />2x STUDS, TYP <br />4x BLK W/ (2) <br />SIMPSON A34 CLIPS <br />EA END, TYP T&B <br />2x INFILL STUD AS <br />REQD W/ SIMPSON <br />A34 CLIP EA END <br />6" <br />MAX <br />CUT BACK STUD <br />W/ (2) 10d TN <br />INTO BLK, TYP <br />GYP BD SHOWN ONLY REQD <br />FOR RATED WALLS, SEE <br />ARCH FOR WALL RATINGS <br />FOR OSP INFORMATION <br />SEE ELECTRICAL <br />A FRONT <br />VIEW B SIDE <br />VIEW <br />200# <br />MAX <br />SCALE8PUNCH OUT REINFORCEMENT - <br />SCALE4FLUSH MOUNT PANEL ANCHORAGE - <br />SCALE11EQUIPMENT SLEEPER ALTERNATE - <br />SCALE10EQUIPMENT SLEEPER - <br />SCALE9ROOF EQUIPMENT BLOCKING - <br />SCALE7PUNCH OUT REINFORCEMENT - <br />SCALE3PIPE/CONDUIT HANGER SUPPORT - <br />SCALE6TYPICAL SURFACE MOUNTED PANEL - <br />SCALE2CONDUIT/CABLING SUPPORT HANGER - <br />SCALE5TYPICAL FLUSH MOUNTED PANEL - <br />SCALE1PIPE/CONDUIT HANGER SUPPORT - <br />EQUIPMENT <br />ANCHORAGE <br />(E) ROOF SHEATHING <br />4x4 BLOCK W/ <br />SIMPSON LUS44 HGR EA END <br />6x8 FLAT <br />SLEEPER <br />3"2'-0" MAX VERIFY <br />(E) JOIST SPACING <br />11 <br />2" <br />TY <br />P <br />(E) 2x MIN <br />JOISTS BELOW <br />2" <br /> <br />M <br />I <br />N <br />TY <br />P <br />3" <br /> <br />M <br />I <br />N <br />EM <br />B <br />, <br /> <br />T <br />Y <br />P <br />1"Ø MAX COUNTERSUNK <br />HOLE, TYP FOR SIMPSON SDS <br />SCREW <br />(2) SIMPSON SDS25600 INTO <br />CNTR OF EACH (E) JOIST, <br />TYP <br />FOR ROOFING AND <br />FLASHING, SEE ARCH <br />FOR ROOFING AND <br />FLASHING, SEE ARCH <br />(E) ROOF SHEATHING <br />112" MIN <br />TYP <br />2" <br /> <br />M <br />I <br />N <br />TY <br />P <br />3" <br /> <br />M <br />I <br />N <br />EM <br />B <br />, <br /> <br />T <br />Y <br />P <br />4x6 BLKG W/ (2) SIMPSON <br />A35 CLIP EACH END <br />11 <br />2" <br />TY <br />P <br />(E) 2x MIN <br />JOISTS BELOW <br />3"3'-0" <br />MAX <br />1"Ø MAX COUNTERSUNK <br />HOLE, TYP FOR SIMPSON SDS <br />SCREW <br />(2) SIMPSON SDS25600 <br />INTO BLKG BELOW, TYP <br />6x8 FLAT <br />SLEEPER <br />A PLAN <br />VIEW <br />C SECTIONBSECTION <br />END <br />A PLAN <br />VIEW <br />B SECTION <br />END C SECTION <br />(E) ROOF FRAMING, TYP <br />SCALE14REFRIGERATOR ANCHORAGE - <br />SCALE15COUNTERTOP ANCHORAGE - <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-16 SCALE12WALL STUD REPAIR - <br />SCALE18CHAIN LINK FENCE ENCLOSURE - <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-19 <br />SCALENOT USED <br />NOT <br /> <br />U <br />S <br />E <br />D <br />-20 <br />COUNTERTOP ALT LOCATION <br />STP 8" STRAP, <br />TYP EA SIDE <br />(2) 2"x4" STP <br />ADHESIVE PADS, <br />TYP EA SIDE <br />1'-6" <br />MAX <br />400# <br />MAX <br />2' <br />- <br />0 <br />" <br />MI <br />N <br />H <br />= <br /> <br />6 <br />' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />H/ <br />3 <br /> <br />± <br /> <br />3 <br />" <br />H/ <br />3 <br /> <br />± <br /> <br />3 <br />" <br />SAFE-T-PROOF <br />SEISMIC ANCHORING <br />KIT STP-MP-203-09 <br />PER ICC ESR-4167 <br />EXIST WALL FRAMED W/ <br />20GA MIN METAL STUDS <br />OR <br />2x WOOD STUDS <br />B SIDE <br />ELEVATION <br />A PLAN <br />VIEW <br />H/ <br />3 <br /> <br />± <br /> <br />3 <br />" <br />STP 25 8x7x3 16"x0'-2" <br />L BRACKET FASTENED TO <br />STRUT USING 1 2"∅ A307 <br />BOLT W/ STRUT NUT, TYP <br />STP STRAPS, TYP <br />P1000 T&B W/ (2) #12 <br />SMS INTO EA STUD, <br />SPAN (3) STUDS MIN <br />5"x6" STP MP-203 <br />FASTENER W/ 3M <br />ADHESIVE PAD, TYP <br />USE SIMPSON <br />SDS25312 WHEN 2x <br />WOOD STUDS OCCUR <br />200# <br />MAX <br />6'-0" OC MAX <br />LINE POST <br />LOOP CAP <br />23 8"∅ LINE POST <br />TIES 12" OC MAX, TYP <br />7' <br />- <br />0 <br />" <br />MA <br />X <br />TENSION WIRE W/ HOG <br />RINGS WHERE BOTTOM <br />RAIL IS NOT REQD <br />2' <br />- <br />6 <br />" <br />FT <br />G <br />3" <br />CL <br />R <br />1'-0"∅ <br />FTG <br />CONC POLE FTG, <br />TYP EA POST <br />TURN BUCKLE <br />27 8"∅ END OR <br />CORNER POST <br />ADJUSTABLE <br />TRUSS ROD <br />15 8"∅ BOTTOM RAIL <br />FOR FENCE HEIGHTS <br />OF 6'-0" AND ABOVE <br />15 8"∅ CNTR BRACE RAIL <br />FOR FENCE HEIGHTS <br />OF 6'-0" AND ABOVE <br />15 8"∅ TOP RAIL <br />TENSION BAR, TYP AT <br />END AND CORNER POSTS <br />END OR CORNER <br />POST TOP CAP <br />KNUCKLE SELVAGE <br />TOP AND BOTTOM OF <br />CHAIN LINK FABRIC <br />#4 DOWEL W/ STD <br />HOOK INTO SLAB AND <br />24" LEG INTO FTG <br />CONCRETE <br />SLAB-ON-GRADE, <br />SEE PLAN <br />1' <br />- <br />0 <br />" <br />MI <br />N <br />1' <br />- <br />0 <br />" <br />MI <br />N <br />1" <br />EQ <br />EQ <br />1" <br />BASE TRACK ANCHORAGE <br />PER DETAIL 11/S2.1DA <br />M <br />A <br />G <br />E <br />D <br /> <br />S <br />T <br />U <br />D <br />TO <br /> <br />B <br />E <br /> <br />T <br />R <br />I <br />M <br />M <br />E <br />D <br /> <br />B <br />A <br />C <br />K <br />EX <br />I <br />S <br />T <br /> <br />S <br />T <br />U <br />D <br />TO <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />STUD TO MATCH AND ALIGN <br />W/ EXISTING STUD ABOVE <br />FASTEN TRACK WEB <br />TO STUD W/ (6) #10 <br />SMS EA END OF SPLICE <br />TRACK W/ 11 4" FLANGES <br />TO MATCH STUD GAUGE <br />(18 GA MIN) <br />1" <br />(3) #10 SMS ALONG <br />EA TRACK FLANGE <br />EA END OF SPLICE <br />TRACK NESTED O/ STUD <br />LICENSED A RCHITECT <br />STATEOF CALIFORNIA <br />No. C 31423 <br />DR. BY: <br />S 6026 <br />PROF <br />ENGINEERREGISTERED <br />ESSIONAL <br />UCRTS <br />TURAL <br />EOF <br />STAT I NIA <br />CALFOR <br />WORERHSEAL <br />IM <br />HC M <br />NA <br />A X I O M <br />S T R U C T U R A L <br />D E S I G N , I N C <br />1 6 7 S T H O R S T R E E T <br />T U R L O C K , C A 9 5 3 8 0 <br />w w w .a x i o m s d .c o m <br />(2 0 9 ) 4 8 4 -8 6 4 0 <br />(2 0 9 ) 4 9 5 -1 3 5 5 <br />(2 0 9 ) 4 0 2 -4 9 4 0 <br />M I C H A E L : <br />K E V I N : <br />N U N O : <br />25079 <br />B LKJIHGFEDC <br />10 <br />8 <br />© ASPEN STREET 2026 <br />12 <br />0 <br />7 <br /> <br />E <br /> <br />F <br />R <br />U <br />I <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SA <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 />1 <br />IN <br />T <br />E <br />R <br />I <br />O <br />R <br /> <br />A <br />N <br />D <br /> <br />E <br />X <br />T <br />E <br />R <br />I <br />O <br />R <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />S <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />S <br /> <br />C <br /> <br />& <br /> <br />D <br />PH <br />O <br />E <br />N <br />I <br />X <br /> <br />H <br />O <br />U <br />S <br />E <br />OR <br />A <br />N <br />G <br />E <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />N <br />KEY PLAN <br />AGENCY APPROVALS <br />AGENCY NO. <br />DRAWING TITLE <br />SHEET NO. <br />ONIS <br />S <br />U <br />E <br />D <br />FO <br />R CITY RESUBMITTAL 01 <br />2/6/2026 <br />NM <br />215021.51JOB: <br />AS SHOWNSCALE: <br />6 <br />4 <br />2 <br />TH <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />I <br />S <br /> <br />M <br />E <br />A <br />N <br />T <br /> <br />T <br />O <br /> <br />B <br />E <br /> <br />P <br />R <br />I <br />N <br />T <br />E <br />D <br /> <br />3 <br />0 <br />" <br />X <br />4 <br />2 <br />" <br />. <br /> <br /> <br />A <br />T <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />S <br />I <br />Z <br />E <br />, <br /> <br />D <br />I <br />S <br />R <br />E <br />G <br />A <br />R <br />D <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br />S <br /> <br />T <br />O <br /> <br />S <br />C <br />A <br />L <br />E <br />. <br />PLOTSTAMP <br />S2.3 <br />TYPICAL <br />MISCELLANEOUS <br />DETAILS