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Patrick C. <br /> a <br /> NOTE: 74' C-21492 <br /> WATER HEATER ANCHOR SEISMICALLY GC SHALL VERIFY HEIGHT AND WIDTH <br /> PER DTL. SHEET M2 OF WATER HEATER & NOTIFY JAN 31, 2021 <br /> PROJECT MANAGER IF CEILINGrs} NOTES: NOTES: (�A. � � <br /> CONDITION REQUIRES ALTERATION. <br /> THERMAL EXPANSION TANK ON SHELF ABOVE 1. STEEL STUD WALL PER PLAN 9 �i 1. STEEL STUD. <br /> SINK, PROVIDE 2"W, 20 GA. METAL BAND AND SCHEDULE. y ,� 2. UNPUNCHED STEEL STUD TRACK - G <br /> F I SECURED TO WALL FOR SEISMIC BRACING <br /> 2'-0 5 I I 2. 51MPSON 5/H3 EACH STUD. I ATTACHMENT REQUIRED 1/2 DIA. <br /> % L _ J PER CODE. SEE ALSO DTL. 4/M2. 3. (2) #10 SCREWS EACH STUD. EXPANSION BOLTS AT 48 O.C. (2 <br /> FRP- ALL SIDES 1-1/2" x 1-1/2" x 1/8" MARLITE ��} 4. HILT] X-U (1" PENETRATION) AT MINIMUM) OR .148"x3/4" LONG I hereby certify that this plan, specification, or report was <br /> 1A PLASTIC CORNER GUARD iQi 12" O.C. POWDER DRIVEN PINS AT 12" O.C. prepared by me or under my direct supervision and that I <br /> A5 5. TRACK - SAME GAGE AS STUD FASTENER SHALL HAVE ICC REPORT am a duly Registered Architect under the laws of the <br /> ISO. WATER HEATER FLOOR W/ WALL. FOR SAME INSTALLATION. State of CALIFORNIA <br /> SHELF DRIP PAN BELOW 6. TOP CONNECTIONS PER DETAIL 3. MULTIPLE OR INTERSECTING STUDS <br /> Number C21492 Date <br /> cn 27}r 1 201. WHERE OCCUR. CONNECT WITH 2 <br /> z 6" x 16 GA METAL STUDS W/ 17. 3/4" FIRE RETARDANT PLYWOOD 1 1 ROWS #10 S.M. SCREWS AT 24" O.C. This drawing is and will remain the property of the <br /> 8" X 8" METAL ACCESS DOOR v 5 8" TYPE 'X' GYP. BD. BOTH A / j architects and any reproduction or use for any but the <br /> / WITH #1D SCREWS AT 6 O.C. TO STAGGERED SPACING. AT specifically agreed upon purposes, without the prior <br /> FOR SHUT OFF VALVE, PAINTED - SIDES. TAPE, SAND SMOOTH & 3 p y g p p p <br /> TO MATCH WALL. LABELED o ALL MEMBERS BELOW. INTERSECTING STUDS 1 ROW OF written consent of the architects, is strictly prohibited. <br /> I FRP PREP TO ACCEPT FINISH. <br /> 8. JOIST PER PLAN. <br /> "WATER SHUT-OFF" N I ISCREWS. Information contained in these drawings was prepared <br /> 9. EXISTING CONCRETE SLAB. 4. #10 S.M. SCREWS EACH SIDE, EACH for the specific site listed below. Use of these drawings for <br /> O <br /> STUD. any other location or project is strictly prohibited without <br /> SUPPLY LINE SHUT OFF VALVE <br /> RECESSED IN WALL O 60" A.F.F. FRP ALL SIDES I i �5} 5. 2 #10 S.M. SCREWS. <br /> prior written consent of the architects. <br /> I (55) 6. 4 #10 S.M. SCREWS. " <br /> I <br /> I I 7. #10 S.M. SCREWS AT 12 O.C. AT <br /> CHEMICAL SHELF ABOVE 3-5/8" x 20 GA METAL STUDS /3 DOUBLE STUDS. <br /> ICV W/ 5/8" TYPE 'X' GYP. BD. BOTH l8} 1 8. STUD BLOCKING. <br /> (2) 3-5/8" x 20 GA METAL o_ n - SIDES. TAPE, SAND SMOOTH & f <br /> N /81 9. 18 GA CLIP ANGLE BY STUD MFR <br /> STUDS AT CORNERS I PREP TO ACCEPT FINISH. L JJ <br /> I � � I I I •� WITH 3 #10 S.M. SCREWS AT EACH <br /> _ STUD WHERE SHOWN IN DETAILS. <br /> MOP & BROOM HOLDER <br /> 3-5/8" x 20 GA METAL STUDS W/ 5/8" 'n (9) (4) <br /> TYPE 'X' GYP. BD. BOTH SIDES. TAPE, (5) <br /> SAND SMOOTH & PREP TO ACCEPT FINISH. NOTE: ALL PLUMBING PIPING AND MBA PROJECT MANANAGEMENT, LLC <br /> DRAINS LOCATED INSIDE OF WALLS <br /> EXISTING WALL TO DRAIN INTO MOP SINK -- -- -- -- -- -- -- - -- -- NOTE' N5560 CTH ZM, SUITE 3 <br /> 6} A. FOR SIZE AND GAGE OF TYPICAL Onalaska, WI. 54650 <br /> STEEL STUDS, SEE GENERAL B. INSTALL ALL SCREWS PER <br /> STRUCTURAL NOTES. SPECIAL STEEL STUD MANUFACTURES 608-785-2760 CELL: 507-458-8034 <br /> FAUCET / CONTROLS SIZES ARE CALLED OUT ASSOC. SPECIFICATIONS. E-mail: mbapm.tim@gmail.com <br /> 30" A.F.F. FLOOR MOUNT MOP SINK ON PLAN AND/OR DETAIL. C. S.M. (SHEET METAL) SCREWS <br /> PER G.S.N. <br /> m WTR. HTR. SECTION 1B TYP. STEEL STUD WALL - SCREW CONNECTION <br /> 1 WATER HEATER PLATFORM FRAMING DETAIL A5 NOT TO SCALE A5 NOT TO SCALE <br /> A5 1/4" = 1'-0" <br /> NOTES: CLIENT'S <br /> NOTES: STORE NUMBER SF-94 <br /> 1. WATER HEATER. <br /> 2. STEEL STUD WALL. 1. (2) #10 PER JOIST. <br /> 3. 18 GA x 1/2- STRAP WITH ���} 2. 18 GA. TRACK WITH #10 SCREWS S E E' S CANDIES <br /> 2 #12 INTO STEEL STUDS. TO TRACK BELOW AT 12" O.C. <br /> I <br /> I (7) 3. 362T125-43. 2164 DANIELS STREET <br /> I 4. STUD WALL PER PLAN AND <br /> x Q (8) 11} 5SCHEDULE. <br /> . HILA X-U (1 PENETRATION) AT <br /> I <br /> 12" O.C. <br /> 6. EXISTING CONCRETE SLAB. <br /> 8'-0" 7. 16 GA. TRACK WITH (3) #10 <br /> �3} _= A.F.F. MAX SCREWS EACH STUD. <br /> 1_Q S. PLYWOOD PER DETAIL 104. MANTECA, CA 95336 <br /> 9. L30 EACH JOIST. <br /> (2) 10. TOP CONNECTION PER DETAIL <br /> I I l 1 <br /> 1. <br /> 11. L30 EACH STUD. <br /> (9) (3} 12. TRACK SAME GAGE AS STUD D <br /> (2) WALL. Q Q <br /> I <br /> I I <br /> I I I <br /> I I I <br /> (4) Q <br /> 4I O O <br /> t ) <br /> I I I <br /> (3) \2} <br /> ` J I I I <br /> {5} (5) 3423 S LA. CIENEGA BLVD. <br /> LOS ANGELES, CA 90016 <br /> 3 PH: 310/ <br /> r 287-4616 <br /> -- l } FAX: 310/842-4436 <br /> (12 <br /> ) <br /> I I (fi) <br /> I I I ' <br /> SEES CONTACT <br /> RICHARD ESCALANTE <br /> x 310/ 287-4616 <br /> Tim R. Benson <br /> ARCHITECT'S PROJECT MANAGER <br /> 1c WTR. HTR. BRACE 1D WATER HEATER SECTION 608/ 785-2760 <br /> A5 NOT TO SCALE A5 NOT TO SCALE o <br /> o ° o <br /> c � E � _0 <br /> L C <br /> date -6 -2 a ° > comments <br /> AS 07/03/20 O <br /> BUILT <br /> PRELIM 08/03/20 O O <br /> REVIEW <br /> BID/ <br /> PERMIT 08/10/200 0000 <br /> FIELD VERIFY <br /> EXACT DECK <br /> CUT AND BEND WEB HEIGHT <br /> OF STUD, CONNECT /j 1 METAL STUD <br /> PER ESR-0124 TO MTL. STUD BRACING <br /> EXISTING METAL @ 48" O.C. 20 GA. <br /> 5/8" TYPE "X" GYP. BOARD ON JOISTS OR AS 3 5/8" METAL STUD (25 GAUGE) UP TO 8'-0" <br /> 3 5/8" MTL. STUDS AT 16" O.C. REQUIRED BY SITE drawn by: checked by: <br /> NOTE: USB WATER-RESISTANT CONDITIONS RUNNER TRACK 2 METAL STUDS TRB TRB <br /> GYP. BD. (GREEN BD.) IN <br /> TOILET ROOM VERIFY CEILING HEIGHT (2) 1 5/8" METAL STUD (25 GAUGE) ORIENTED PERPENDICULAR <br /> FINISHED WALL EXTENDS TO 6" SEE REFLECTED CLG. (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) UP TO 10'-0" THIS SHEET CONTAINS: <br /> ABOVE UNDERSIDE OF CEILING. PLAN & CONNECTED EVERY 12" ALONG THEIR LENGTH. <br /> MOP SINK AND <br /> (2) 2 1/2" METAL STUD (25 GAUGE) ORIENTED PERPENDICULAR <br /> (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) UP TO 15'-0" WALL DETAILS <br /> FLOORING AND BASE PER PLANS METAL STUDS © 16" O.C. & CONNECTED EVERY 12" ALONG THEIR LENGTH. <br /> (2) 3 5/8" METAL STUD (25 GAUGE) ORIENTED PERPENDICULAR <br /> RUNNER TRACK (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) UP TO 20'-0" <br /> POWDER ACTUATED RAMSET - HILTI TRACK & CONNECTED EVERY 12" ALONG THEIR LENGTH. <br /> 2 ANCHORS © 32" O.C. <br /> "HILTI" BRAND MODEL X-DW PINS A5 <br /> 0.118" DIA. MIN. W/ 3/4" MIN. TRACK NOTE: PLENUM AREAS GRATER THAN 11'-0 WILL REQUIRE ENGINEERING CALCULATIONS. <br /> EMBEDMENT. TRACK ANCHORS TO <br /> MEET ESR-1752 OR APPROVED EQUAL l <br /> NOTE: METAL STUD FRAMING TO MEET ESR-4943 OR APPROVED EQUAL <br /> (2) #10 SELF TAPPING TRACK ANCHORS TO MEET ESR-1752 OR APPROVED EQUAL <br /> TEC SCREWS PER SIDE <br /> 2 TYP I CAL WALL SECTION 3 INT. PARTITION BRACING DETAIL <br /> A5 3"= 1'-0" A5 3/8"= 1'-0" <br /> ARCHITECT'S COMMISSION NUMBER <br /> 20 - 1010 ° 008 <br />