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M <br />P <br /> <br />A <br /> <br /> <br /> <br /> <br />A <br /> <br />R <br /> <br />C <br /> <br />H <br /> <br />I <br /> <br />T <br /> <br />E <br /> <br />C <br /> <br />T <br /> <br />S <br /> <br /> <br /> <br /> <br />I <br /> <br />N <br /> <br />C <br /> <br />. <br />3578 30th Street <br />V. 619.236.0595 <br />San Diego, CA 92104 <br />MEMBER <br />www.mpa-architects.com <br />AMERICAN INSTITUTE OF ARCHITECTS <br />F. 619.236.0557 <br />CLIENT <br />PROJECT <br />DATENO. <br />REVISIONS <br />DESCRIPTION <br />AS NOTED <br />c <br />Co <br />p <br />y <br />r <br />i <br />g <br />h <br />t <br /> <br />2 <br />0 <br />2 <br />5 <br />, <br /> <br />M <br />P <br />A <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />I <br />n <br />c <br />. <br />. <br /> <br /> <br />A <br />l <br />l <br /> <br />r <br />i <br />g <br />h <br />t <br />s <br /> <br />r <br />e <br />s <br />e <br />r <br />v <br />e <br />d <br />. <br />DRAWN BY: <br />DATE: <br />JP <br />JR <br />24190 <br />PROJECT NO: <br />CHECKED BY: <br />SHEET TITLE <br />SCALE: <br />SHEET NUMBER: <br />DATABASE: <br />A <br />P <br />R <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />CO <br />M <br />M <br />E <br />R <br />C <br />I <br />A <br />L <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> F <br />O <br />R <br />: <br />1-23-25 <br />24190.DWG <br />CEC BUILDERS <br />cecbuilders1@gmail.com <br />P: 303.842.6645 <br />ROBERT BARILE <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 />4 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />L <br />A <br />U <br />N <br />D <br />R <br />Y <br />25 <br />0 <br />2 <br /> <br />M <br />C <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />. <br />18723 VIA PRINCESSA, STE 321 <br />SANTA CLARITA, CA 91387 <br />LICENSED ARCHITECT <br />STATE O OFCALIFRNIA <br />NHOJ <br />R UMSEY <br />C26819 <br />Exp. 3-31-2025 <br />A5.0 <br />DETAILS <br />USE TYPE S SCREWS FOR 25 GAUGE STEEL FRAMING <br />NO SCALE <br />USE TYPE S-12 SCREWS FOR 20 GAUGE (OR HEAVIER) STEEL FRAMING <br />AINTERIOR WALL ASSEMBLY, NON-RATED <br />NOTE <br />(LIMITED BY ADJOINING SCHEDULE) <br />METAL STUDS, SIZE AND SPACING PER FRAMING PLAN <br />CODE) AT 8" O/C TO VERTICAL EDGES AND 24" O/C TO <br />SECURE TO STUDS W/1 5/8" DRYWALL SCREWS (OR BY <br />OR PARALLEL TO EACH SIDE OF STUDS AS SHOWN. <br />ONE LAYER GYPSUM WALLBOARD HUNG AT RIGHT ANGLES <br />HORIZONTAL EDGES.. STAGGER JOINTS 24" O/C EA. SIDE <br />FRAMING IS COVERED. <br />GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL EDGES OF WALL- <br />BOARD LOCATED OVER FRAMING MEMBERS, EXCEPT FOR JOINTS PERPIN- <br />DICULAR TO THE MAIN FRAMING. THE EDGES AND ENDS OF ADJOINING <br />SHEETS SHALL BE IN MODERATE CONTACT AND THE FASTENERS SHALL <br />HOLD THE PANELS IN FIRM CONTACT WITH THE FRAMING. <br />GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL ALL EXTERIOR <br />N.T.S. <br />TYPICAL NON BEARING PARTITION, METAL STUD <br />TRACK GAUGE TO MATCH STUD GAUGE <br />± <br />1 <br />0 <br />' <br />- <br />8 <br />" <br />SUSPENDED CEILING SYSTEM <br />(WHERE OCCURS) <br />STUD SIZE AND SPACING PER TABLE <br />1/2" GYP. BRD. <br />(E) BOTTOM OF TRUSSES <br />TRACK GAUGE TO MATCH STUD GAUGE <br />LIMITING WALL HEIGHT TABLES - COMPOSITE (L/240) <br />MANUFACTURERS ASSOCIATION", ICBO ER-3064P, 2019 <br />GYP. BRD. REQUIRED BOTH SIDES OF WALL, FULL HEIGHT <br />24" O/C <br />PER SPECIFICATIONS PROVIDED BY THE "STEEL STUD <br />16" O/C12" O/C <br />24'-6" <br />16'-5"17'-10" <br />26'-9" <br />14'-4"15'-4" <br />STUD SIZE & GAUGE <br />1 1/4" x 6" x 20 GA <br />1 1/4" x 3 5/8" x 20 GA <br />1 1/4" x 3 5/8" x 25 GA <br />21'-7" <br />14'-9" <br />13'-5" <br />WITH MIN. ATTACHMENT OF #6 SCREWS AT 12" O/C <br />2x BLOCK AT 32" O/C <br />2-16d EACH END <br />1/2" MIN <br />CLIP TO TOP TRACK WITH <br />2-#10 x 3/4" TEKS SCREWS <br />SIMPSON DTC ROOF TRUSS <br />HILTI "DS" POWER DRIVEN ANCHOR w/ <br />WASHER, AT 32" O/C, 12" MAX FROM ENDS <br />AND SPLICES, .177 DIA. AND 1-1/2" <br />EMBEDMENT. ESR-1663 <br />BO <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />@ <br />A <br />A5.0 <br />B PLUMBING CHASE <br />NO SCALE <br />(N) WASTE VENT PIPE <br />(NEW COOLER WATER SUPPLY) <br />EXPOSED SURFACES SHALL BE <br />FINISHED WITH FORMICA LAMINATE <br />MATCHING COUNTERTOPS <br />3/4" PLYWOOD <br />BRACE/GLUE AS REQUIRED <br />FOR STABILITY <br />(N) WATER SUPPLY <br />ELECTRICAL CONDUIT AS REQUIRED <br />THIS DETAIL IS A DIAGRAMMATIC <br />REPRESENTATION OF THE <br />PLUMBING CHASE AS IDENTIFIED <br />ON THE EQUIPMENT PLAN. MODIFY <br />THE CHASE AS REQUIRED FOR <br />SPECIFIC JOB CONDITIONS. <br />C <br />NOTE: <br />CHASE FABRICATION (INC. LAMINATE) <br />& INSTALLATION BY OTHERS <br />STRUCTURAL COLUMN WHERE <br />OCCURS PER PLAN <br />G.C. TO VERIFY WITH EQUIP. SUPPLIER <br />INTERNATIONAL SYMBOL OF ACCESSIBILITY <br />4" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />4" MINIMUM <br />WHITE SYMBOL <br />BLUE BACKROUND <br />FINISH FLOOR <br />CIL <br />60 <br />" <br />E <br />1. A MINIMUM 30" BY 48" CLEAR FLOOR SPACE IS PROVIDED IN FRONT OF FIRE EXTINGUISHERS <br /> TO ALLOW A FORWARD APPROACH. <br />2. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT <br /> GRASPING, PINCHING OR TWISTING OF THE WRITS. THE FORCE REQUIRED TO ACTIVATE <br /> OPERABLE PARTS SHALL BE 5 POUNDS <br />FIRE EXTINGUISHER AND/OR TEMPERATURE SENSOR REQUIREMENTS <br />48 <br />" <br /> <br />M <br />A <br />X <br />FIRE <br />EXTINGUISHER <br />FINISH FLOOR <br />N.T.S. <br />LINE OF FINISH WALL <br />48 <br />" <br /> <br />M <br />I <br />N <br /> <br />C <br />L <br />R <br /> <br />F <br />L <br />R <br /> <br />S <br />P <br />A <br />C <br />E <br />30" MIN CLR FLR SPACE <br />CENTERED ON F.E. <br />FIRE EXTINGUISHER & TEMP. SENSOR ACCESSIBILITY F <br />NO SCALE <br />WASHER TO BASE AND NEW SLAB DETAIL <br />MOUNTING BOLTS <br />2" CLASS 2 BASE OVER 10 MIL VISQUEEN OVER 2" BASE <br />#4 x 24" DOWELS @ 18" O/C, LAPPED WITH SLAB <br />COMPACTED TO 90% <br />PE <br />R <br /> <br />T <br />A <br />B <br />L <br />E <br />EPOXY, ICBO #5279 <br />EMBED 5" MIN., W/ SIMPSON SET <br />NEW CONCRETE SLAB (3,000 PSI MIN.) <br />REINFORCEMENT <br />EXISTING SLAB <br />80 POUND WASHER TO SLAB CONNECTION NEW CONCRETE SLAB AT WASHERS <br />GROUTING <br />ELEVATED BASE TO SLAB CONNECTION <br />NO SCALE <br />PREFABRICATED EQUIPMENT <br />BASE, <br />1/2" THREADED ROD <br />1 <br />1 <br />/ <br />2 <br />" <br />1/2" GROUT BED <br />SIMPSON AT EPOXY OR EQUAL <br />REFER TO THE EQUIPMENT MANUFACTURERS <br />SPECIFICATIONS FOR SPECIFIC BASE INSTALLATION <br />REQUIREMENTS. <br />BASE FRAME BEYOND <br />JI <br />355 58 58 <br />(C 6x8.2 CHANNEL)6" <br />1 7/8" <br />MACHINE BASE <br />CONNECTION PER MANUF. <br />2 <br />1 <br />/ <br />8 <br />" <br />EQUIPMENT <br />BASE PROVIDED <br />BY MANUF. <br />MIN. CONCRETE THICKNESS <br />WASHER CAPACITY CONCRETE THICKNESS <br />30 LB 6" <br />40 LB 6" <br />60 LB 8" <br />90 LB 8" <br />PER EQUIPMENT MANUFACTURER SPECIFICATIONS <br />TH <br />I <br />S <br /> <br />S <br />H <br />E <br />E <br />T <br />FRONT LOAD WASHERS <br />20 LB 6" <br />HEAD AT INTERIOR DOOR (METAL STUD) <br />3"=1'-0" <br />R. <br />O <br />. <br />FRAMING PER <br />STRUCTURAL PLANS <br />HOLLOW METAL DOOR <br />AND FRAME PER PLAN <br />& SCHEDULE <br />SEALANT <br />INT. FINISH <br />PER PLAN <br />JAMB AT INTERIOR DOOR (METAL STUD) <br />3"=1'-0" <br />JAMB DIMENSIONS SHOULD <br />BE VERIFIED WITH JAMB <br />MANUFACTURER <br />INT. FINISH <br />PER PLAN <br />R. <br />O <br />. <br />HOLLOW METAL DOOR <br />AND FRAME PER PLAN <br />& SCHEDULE <br />SEALANT <br />INT. FINISH <br />PER PLAN <br />INT. FINISH <br />PER PLAN <br />FRAMING PER <br />STRUCTURAL PLANS <br />G H <br />(N) 3 5/8" x25GA <br />CONT. TRACK <br />W/ 2-#8 SCREWS <br />AT EACH BRACE <br />SOFFIT FRAMING DETAIL <br />NO SCALE <br />45° <br />ADJOINING WALL <br />3 5/8", 25 GA. STEEL <br />STUD AT 16" O/C <br />1/2" GYP. BD. <br />3 5/8" x 25 GA. DIA. <br />BRACE, 45° SPACED <br />48" O/C MAX, ALIGN WITH <br />ONE SIDE ONLY <br />WALL STUDS. <br />1 <br />1 <br />/ <br />2 <br />" <br />3 5/8" x 25 GA BOTTOM TRACK <br />W/ 2-#8 SCREWS AT EA. STUD <br />2-#8 x 1 1/4" SCREWS AT EA. STUD. <br />TRIM/MOULDING PER ARCHITECTURALS <br />(E) ROOF SYSTEM <br />VARIES, SEE PLAN <br />HEIGHT A.F.F. VARIES <br />BASED UPON EQUIP., <br />SEE EQUIPMENT <br />SPECIFICATIONS FOR <br />SPECIFIC CONDITIONS <br />D <br />(N) 2x BLKG. <br />@ 16 " O.C. <br />3 5/8", 25 GA. STEEL <br />TOP TRACK <br />W/ 2-#8 SCREWS <br />@ 16 " O.C. <br />FLOOR MOUNTED DRYERS PER PLAN <br />12" O/C <br />15'-4" <br />26'-9" <br />17'-10" <br />14'-4" <br />16" O/C <br />24'-6" <br />16'-5" <br />13'-5" <br />24" O/C <br />21'-7" <br />14'-9" <br />PER SPECIFICATIONS PROVIDED BY THE "STEEL STUD <br />MANUFACTURERS ASSOCIATION", ESR-3064P, 2013 <br />GYP. BRD. REQUIRED BOTH SIDES OF WALL, <br />1 1/4" x 3 5/8" x 25 GA <br />STUD SIZE & GAUGE <br />1 1/4" x 6" x 20 GA <br />1 1/4" x 3 5/8" x 20 GA <br />LIMITING WALL HEIGHT TABLES - COMPOSITE (L/240) <br />4' <br />- <br />0 <br />" <br />NO SCALE <br />COIN CHANGER BASE <br />FINISH FLOOR <br />B <br />A8 <br />31 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br />12" x 12" x 1/4" STEEL BASE <br />4-3/8" REDHEAD WEDGE ANCHORS <br />2" EMBEDMENT <br />1/16" <br />TS4X4X1/4" <br />12" x 12" x 1/4" STEEL PLATE <br />4-1/2" M.B. <br />COIN CHANGER <br />6" CEILING JOISTS AT 16" O/C <br />5/8" GYP. BRD. <br />SEE FINISH SCHEDULE <br />D <br />A8 <br />15 <br />" <br /> <br />M <br />I <br />N <br />. <br />, <br /> <br />4 <br />8 <br />" <br /> <br />M <br />A <br />X <br />. <br />HEIGHT OF <br />OPERABLE <br />CONTROLS <br />MIN./MAX <br />C <br />DET <br />A <br />I <br />L <br />OMI <br />T