|
AS REQUIRED
<br />PROVIDE FLASHING/
<br />COUNTER -FLAHSING
<br />AT PENETRATION
<br />8"" W""
<br />0LVM%1NG WITH ASS
<br />3TTOM WALL BLOCKING
<br />GAUGE SHEET" METAL PLATE
<br />(APED TO CURVE OF WATER
<br />ATER.
<br />ITER HEATER STRAP
<br />D
<br />TION
<br />IMPUSION
<br />VENT/FLUE
<br />COMBUSTION AIR
<br />WASH
<br />A35
<br />WALL BLOCKING
<br />1/2-0 x 3-1/2-
<br />LONG
<br />-1/2"LONG LAG SCREW
<br />(TYP. OF 2)
<br />2" WIDE x 10 GAUGE STEEL STRAW. LOWER STRAP TO BE AT 1/3
<br />HEIGHT OF HEATER, TOP STRAP TO BE AT 2/3 HEIGHT OF UNIT.
<br />SECURE STRAPS TO WALL WITH 1/2.0 X 3 1/2" LONG LAG SCREW
<br />WITH 3" MIN. EMBEDMENT. PROVIDE WASHER AT EACH SCREW.
<br />PROVIDE BACKING PLATE.
<br />ELECTRIC WATER HEATER
<br />WATER HEATER TO SIT ON
<br />6" CONCRETE HOUSEKEEPING
<br />q PAD
<br />a q MTE.
<br />PROVIDE ANGLED SHEET FETAL
<br />PLATE BETWEEN WALL AND WATER
<br />HEATER - SEE FLAN VIEW ABOVE
<br />FOR DETAILS.
<br />SuEfflu DUNLS rQ G>&LO WAM H ►IE
<br />GAS - SEE PLANS FOR SIZE
<br />GAS SHUT-OFF VALVE ---
<br />6" DIRT LEG
<br />---
<br />AIR INTAKE � '�.
<br />PRESSURE AND TEMPERATURE RELIEF
<br />VALVE, RUN DISCHARGE TO ADJACENT
<br />FLOOR DRAIN. PROVIDE WITH A 1"
<br />AIR GAP AT DISCHARGE
<br />EXHAUST/FLUE
<br />TIMECLaCK � U 0
<br />UNION (TYP.)
<br />THERMOMETER
<br />HOT WATER ,.
<br />P
<br />"lam ,
<br />GAS WATER HEATER DETAILS
<br />�-- HOT WATER RETURN
<br />AQUASTAT
<br />HOT WATER RECIRCULATING PUMP
<br />BALL. VALVE (TYP. )
<br />CHECK VALVE (TYP.)
<br />COLD WATER
<br />HANGER ROD PIPINGICONDUIT LONGITUDINAL KIT OPTIONS
<br />DIAMETER/" SEISMIC CABLE BRACING SYSTEM COL
<br />2"0 PIPEICONDUIT IMAX
<br />REF. M PAGES FOR 6" MAX
<br />CONNECTION DETAILS T&B, TYP • REF. N PAGES FOR BRACKET
<br />e"Ifs ASTM A,36 ATR, TYP � CONNECTION DETAILS
<br />1 8x1 ax42GA SINGLE STRUT, ROD_ 28„ O.C. MASON IND. N.Y. SCEW 1
<br />STIFFENER, WHERE RECrD 1' 2
<br />MAX
<br />MASON IND. N.Y. UCC ROD (1) %"O SOLT AND NUT TORQUE
<br />STIFFENER CLAMP TO 30 FT -LBS OR USE 30 FT-LSS
<br />TORQUE TO 10 FT -LBS, TYP L=458" MIN BREAK AWAY NUT (REF.
<br />MAX PAGE X4.0)
<br />%"0 NUT (T&B SNUG TIGHT) � � REFER TO TABLE FOR ALLOWABLE
<br />DETAIL 8 BRACE ANGLE RANGE
<br />A A Y32" O PRESTRETCHED GALVANIZED
<br />AIRCRAFT CABLE 7X19 STRAND
<br />CORE'
<br />BOTH SIDES OF PIPE
<br />HANGER LUG, TYP.
<br />ROD STIFFENER 1
<br />CLAMP
<br />1" MIN
<br />T&B, TYP '" •
<br />DETAIL. B
<br />(1) %"O SOLT AND NUT TORQUE
<br />TO 30 FT -LBS OR USE 30 FT -LBS.
<br />MIN BREAK AWAY NUT (REF.
<br />PAGE X4.0)
<br />MASON IND. N.Y. SCBH-0 1
<br />IFP
<br />VIEW A -A
<br />1. REF. SECTION A10 OR A20 FOR GENERAL
<br />NOTES.
<br />2. PROVIDE ROD STIFFENING ONLY WHERE
<br />SEISMIC BRACKET IS ATTACHED TO THE ROD
<br />AND RAD LENGTH (L) EXCEEDS 18". REF.
<br />APPROPRIATE 8910 PAGES FOR DETAIL.
<br />3. FOR PIPEICONDUIT SIZES UP TOO 2"O MAX, USE
<br />RESPECTIVE MW -SPC SIZE (REF. 718.348.3.11)
<br />OR USE MW WPL-38 (REF. X8.4).
<br />4. REF. PAGE A19.1 OR A28.1 FOR PIPElCONDUIT
<br />CLAMP OPTION.
<br />MASON >�! EST,INCe PAGE
<br />W1601 E. Miralorna Ave. Placentia, CA 92870 C2.11
<br />_.111 TEL (714} 630 - 0701, www.maxonwest.corn Ji y Y.C. W g, SE
<br />'"'"w.,■"' California SE NW. S4744
<br />02/2012015 OP11-0043-13: Reviewed for Cede Compliance by Jeffrey Kikumoto Page 218 of 584
<br />HANGER RDC!PIPING/CONDUIT ALL. -DIRECTIONAL KIT OPTIONS
<br />DIAMETER r 3" SEISMIC CABLE BRACING SYSTEM DOA
<br />2 O PIPEICONDUIT IMAX
<br />.. ......... .__......
<br />REI'. M PAGES FOR 6" MAX
<br />3�
<br />CONNECTION DETAILS T&B, TYP • REF. N PAGES FOR BRACKET
<br />%" 0 ASTM A36 ATR, TYP CONNECTION RETAILS
<br />MASON IND. N.Y. UCG ROD
<br />STIFFENER" CLAMP 28" O.C. MASON IND. N.Y. SCS -0 1
<br />E I
<br />TORQUE TO 10 FT -LBS, TYP MAX (1) %"0 BOLT AND NUT TORQUE
<br />I%xI%x12GA SINGLE STRUT, ROD - TO 30 FT -LBS OR USE 30 FT-LSS
<br />STIFFENER, WHERE RtE.Q'D 1' 2 L 1 S8" MIN BREAK AWAY NUT (REF.
<br />-�-- ., -�--� MAX PAGE X4.0)
<br />V" O NUT (T&B SNUG TIGHT) REFER TO TABLE FOR ALLOWABLE
<br />BRACE ANGLE RANGE
<br />DETAIL B A
<br />3/32"0 PRESTRETCHED GALVANIZED
<br />AIRCRAFT CABLE 7X49 STRAND
<br />CORE'
<br />i
<br />BOTH SIDES OF PIPE \ j
<br />HANGER LUG, TYP.
<br />2"0 PIPEICONDUIT MAX
<br />INSULATION WHERE REQ`D
<br />ROD STIFFENER
<br />CLAMP
<br />i" MIN
<br />T&B, TYP •
<br />DETAIL B
<br />6P114 a 21
<br />Fp
<br />�Fp
<br />rA!& —saa w A
<br />2. PROVIDE ROD STIFFENING ONLY WHERE
<br />SEISMIC BRACKET IS ATTACHED TO THE. ROD
<br />ARID ROD LENGTH (L) EXCEEDS 18". REF,
<br />APPROPRIATE 16910 PAGES FOR DETAIL.
<br />3. FOR PIPEICONDUIT SIZES UP TO 2"0 MAX, USE
<br />RESPECTIVE MW -SPC SIZE (REF. X8.3 -X8.3.1)
<br />OR USE MW-WPL-38 (REF. X8.4).
<br />4. REF. PAGE A19.1 OR A28.1 FOR PIPIUCONDUIT
<br />CLAMP OPTION.
<br />� MASON WEST,INC. PAGE
<br />1601 E. Miralorrra Ave. Placentia€, CA 92870 �� •
<br />TEL (714) 630 - 0701, wwrw.masonwest.com Ji y Y.C. W49, SE
<br />12
<br />California SE NK. S4744
<br />0212012015 OPM-0043-13: Reviewed for Code Compliance by Jeffrey Kikumoto Page 219 of 584
<br />EXPANSION TANK, WATTS
<br />MODEL DEF -30 OR EQUAL
<br />IVLTESD
<br />— DIELECTRIC UNION (TYP.) 1. THE ABOVE BRACING DETAILS SHALL BE USED WHERE REQUIRED TO SEISMICALLY BRACE INDIVIDUAL PIPES.
<br />ELECTRIC !NATER HEATER, 2. AT CONTRACTOR'S OPTION USE ANY APPLICABLE DETAIL WITHIN OSHPD PRE --APPROVED OPM RETAILS.
<br />MOUNT ON (E) FLOOR 3. CONTRACTOR TO REFERENCE MASON OPM-0043-13 FOR ADDITIONAL INFORMATION.
<br />4. CONTRACTOR. TO PROVIDE COPIES OF UTILIZED DETAILS FROM OPM-0043-m13 TO IOR UPON THEIR REQUEST.
<br />PIPE SIESMIC BRACING DETAIL
<br />,.�j
<br />RENEWAL ©ATE: �
<br />1213112015 ¢ �
<br />� A r4 � � ��
<br />QF CA! L
<br />Copyright 0 2014 Rainfoit Grau Architects. All rights reserved. Reproduction of thew plans, either in whole or in part, irduding any form
<br />of copying "or preparation of derivative works thereof, for any reason withmit prior wdbn permission, is strictly probluted.
<br />DSA
<br />File No.: 39-53
<br />IDENTIFICATION STAMP
<br />DIV, OF THE STATE ARCHITECT
<br />02-114490 INC. 1
<br />ACRFLS Ss
<br />DATE j I (`1"'
<br />DRAWN DW I
<br />PROJECT NO. 15-1207
<br />DW 1 06-26-15
<br />P5w 1 a3
<br />•
<br />*'Bi3Q AND NUT TORQUE TO 30 FT -LBS OR USE
<br />34 FT-I_f3S 1(113; SRIEAK AWAY NUT (REF. PAGE X4.0)
<br />` a
<br />>CMASONIN . C7. N Y q.0 H-01, TYP
<br />MW IRPL %U AS 514OWN OR MW -SPC PIPE CLAMP OPTIONS 3,4
<br />BRACE I ALLOWABLE FORCE PER
<br />IDLE SEISMIC BRACE ASSEMBLY, Fp
<br />RANGE
<br />WPL SPC (STL°) SPC (CI*`)
<br />1f2Ahi; LONG.. TRAN. LONG. TRAM. LONG.
<br />30° . 4.5° -170 LLS 1.2±0 LBS . 270 LBS ISO LBS 60 LBS 270 LBS
<br />g
<br />416'-,606. 1Zi3.i.S8 I i7-014RS, 170 LBS 1S0 LSS60 LEBS 170 LSS
<br />STI STEEL PIPING
<br />CI. CAST IRON PIP10tO
<br />4
<br />}_ I
<br />TW ADC1.`
<br />-_- NOTES:
<br />1. REF. SECTION A10 OR A20 FOR GENERAL
<br />NOTES.
<br />�Fp
<br />rA!& —saa w A
<br />2. PROVIDE ROD STIFFENING ONLY WHERE
<br />SEISMIC BRACKET IS ATTACHED TO THE. ROD
<br />ARID ROD LENGTH (L) EXCEEDS 18". REF,
<br />APPROPRIATE 16910 PAGES FOR DETAIL.
<br />3. FOR PIPEICONDUIT SIZES UP TO 2"0 MAX, USE
<br />RESPECTIVE MW -SPC SIZE (REF. X8.3 -X8.3.1)
<br />OR USE MW-WPL-38 (REF. X8.4).
<br />4. REF. PAGE A19.1 OR A28.1 FOR PIPIUCONDUIT
<br />CLAMP OPTION.
<br />� MASON WEST,INC. PAGE
<br />1601 E. Miralorrra Ave. Placentia€, CA 92870 �� •
<br />TEL (714) 630 - 0701, wwrw.masonwest.com Ji y Y.C. W49, SE
<br />12
<br />California SE NK. S4744
<br />0212012015 OPM-0043-13: Reviewed for Code Compliance by Jeffrey Kikumoto Page 219 of 584
<br />EXPANSION TANK, WATTS
<br />MODEL DEF -30 OR EQUAL
<br />IVLTESD
<br />— DIELECTRIC UNION (TYP.) 1. THE ABOVE BRACING DETAILS SHALL BE USED WHERE REQUIRED TO SEISMICALLY BRACE INDIVIDUAL PIPES.
<br />ELECTRIC !NATER HEATER, 2. AT CONTRACTOR'S OPTION USE ANY APPLICABLE DETAIL WITHIN OSHPD PRE --APPROVED OPM RETAILS.
<br />MOUNT ON (E) FLOOR 3. CONTRACTOR TO REFERENCE MASON OPM-0043-13 FOR ADDITIONAL INFORMATION.
<br />4. CONTRACTOR. TO PROVIDE COPIES OF UTILIZED DETAILS FROM OPM-0043-m13 TO IOR UPON THEIR REQUEST.
<br />PIPE SIESMIC BRACING DETAIL
<br />,.�j
<br />RENEWAL ©ATE: �
<br />1213112015 ¢ �
<br />� A r4 � � ��
<br />QF CA! L
<br />Copyright 0 2014 Rainfoit Grau Architects. All rights reserved. Reproduction of thew plans, either in whole or in part, irduding any form
<br />of copying "or preparation of derivative works thereof, for any reason withmit prior wdbn permission, is strictly probluted.
<br />DSA
<br />File No.: 39-53
<br />IDENTIFICATION STAMP
<br />DIV, OF THE STATE ARCHITECT
<br />02-114490 INC. 1
<br />ACRFLS Ss
<br />DATE j I (`1"'
<br />DRAWN DW I
<br />PROJECT NO. 15-1207
<br />DW 1 06-26-15
<br />P5w 1 a3
<br />
|