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LOCKING SQUARE
<br />WASHER & LOCKNUT
<br />1/2" MIN GALVANIZED
<br />THREADED ROD, TYP.
<br />PY
<br />Y _ ,
<br />.6 rs
<br />q Y
<br />WASHER & LOCKNUT
<br />INTEGRAL GALVANIZED -
<br />LIPPED STEEL MOUNTIN(
<br />CHANNEL, B -LINE #822,
<br />12 GA, 1 5/8" x1 5/3".
<br />6"-0" MAXIMUM SPACING
<br />BETWEEN SUPPORTS.
<br />3
<br />E5.4
<br />Y PIPE RIB, BEE NC
<br />S.S. CLAMPING R
<br />(INCLUDED W/ PF
<br />CONDUIT CLAMP. MOLDED PIPE).
<br />SIZE AS REQUIRED
<br />REFER TO PLANS FOR THERMO PLASTIC
<br />QUANTITY & SIZE OF REINFORCED ME
<br />CONDUITS INSULATION.
<br />..
<br />INTEGRAL
<br />GALVANIZED LIPPED
<br />STEEL MOULTING
<br />CHANNEL
<br />NOTES
<br />1. !FETAL CHANNEL STRUT SUPPORT LONGER THAN THAN 36" SHALL BE INSTALLED WITH A CENTER SUPPORT
<br />ROD.
<br />2. FASTEN THREADED ROD TO STRUCTURE BY APPROVED METHOD PER SPECIFICATION 16012, RACEWAYS AND
<br />BOXES FOR. ELECTRICAL SYSTEMS. FIELD VERIFY EXACT CONDITIONS.
<br />1 FOR TRAPEZE INSTALLATIONS IN SEISMIC AREAS REFER TO SPECIFIED SEISMIC RESTRAINT REQUIREMENTS
<br />FOR NON-STRUCTURAL COMPONENTS.
<br />NO SCALE
<br />REQUIRED O ;. CLEARANCE
<br />'Y. ARTICLE
<br />'WORKING CLEARANCE SHALL BE
<br />A WITH NO OBSTRUCTIONS
<br />FROM ii" OR PLATFORM TO
<br />+61-6#1
<br />CONDUIT RISERS, CONDENSATE
<br />DRAINS, , I
<br />SHALLLOCATED
<br />WITHIN MINIMUM WORKING
<br />a.
<br />FUSED DISCONNECT SWITCH -
<br />004'$ A • R
<br />. .A -.
<br />s A k �r
<br />A � �
<br />NO SCALE
<br />_T
<br />,WORDING 30" MIN.
<br />CLEARANCE
<br />r�
<br />48" MINIMUM DEPTH
<br />OR DISTANCE REQUIRED
<br />BY ARTICLE 110-16
<br />t
<br />WATER CUT-OFF MASTIC.
<br />THERMOPLASTIC
<br />PRE -MOLDED PIPE FLASHING,
<br />FASTENER. (LENGTH AS
<br />REQUIRED) & SEAM FASTENING
<br />PLATE, MAX 12" O,C., SEE
<br />NOTES 4, 5, & 6.
<br />HOT Al R. -WELD, 1Y2" MIN.:
<br />BEYOND FASTENING PLATES.:
<br />SECURE WITH MASHER,
<br />BOLT, & SPRING NUT,
<br />ANGLE FITTING SUPERSTRUT
<br />MODEL AB -202 f OR EQUAL)
<br />NOTES: CL 1/2`0 HANGLH HUU wi I H UNISTRUT P60006"
<br />1. REMOVE ALL (E) LEAD AND FLASHING MATERIALS BEFORE INSTALL PRE -MOLDED PIPE FLASHING.
<br />2. TEMPERATURE OF THE PIPE PENETRATION MUST NOT EXCEED 140"F WHEN USING PVC AND 160"F WHEN USING
<br />TPO FLASHING.
<br />3. PIPE SEAL MUST HAVE RIB INTACT AT TOP EDGE, REGARDLESS OF PIPE DIAMETER.
<br />4. INSTALL A MIN. OF 4 FASTENERS AND PLATES AROUND THE. PIPE, EQUALLY SPACED. IF FASTENERS AND PLATES
<br />CANNOT BE INSTALLED AS SHOWN, THEY MAY ALSO BE POSITIONED OUTSIDE THE PIPE MAX. 12" O.C. AND
<br />FLASHED W/ THERMOPLASTIC REINFORCED MEMBRANE/CUT-EDGE SEALANT.
<br />5. FASTENERS AND PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE DIAMETER EXCEEDS 18°.
<br />6. ON MECHANICALLY FASTENED SYSTEMS, HP -X FASTENERS AND PIRANHA PLATES OR HP-XTRA FASTENERS AND
<br />PIRANHA XTRA PLATES ARE REQUIRED OVER STEEL AND WOOD DECKS. ON CONCRETE DECKS, CD -10 OR HD
<br />14-10 FASTENERS ARE USED W/ PIRANHA PLATES.
<br />ROOF PENETRATION PRE -MOLDED PIPE FLASHING DETAIL
<br />NO SCALE
<br />SHEETROCK
<br />--3/8" HEX BOLT AND SPRING
<br />ZZCHANNEL NUT.
<br />"B -LINE 1 5116" CAT 6 SPRING
<br />STEEL STRUT MOUNT CABLE
<br />HO®K. PLACE HOOKS AT 24""
<br />lu, I
<br />CENTERS MINIMUM PENETRATION.
<br />VOICE AND CLOCK CABLES.
<br />I j DATA SYSTEM CABLES.
<br />I
<br />[ "B -LINE" B22 CHANNEL.
<br />s=. i
<br />VA'UMILS 'Nip
<br />IVA: 191110
<br />-318" HEX BOLT AND SPRING
<br />CHANNEL NUT.
<br />I "B -LINE" 1 5/16" CAT 6 SPRING
<br />I - STEEL STRUT MOUNT CABLE
<br />20 GA. METAL STUD HOOK. PLACE HOOKS AT 32"
<br />CENTERS MINIMUM.
<br />I� Li,
<br />�'~--- VOICE AND CLOCK CABLES.
<br />0
<br />t �..Miffia.dn r
<br />SHEETROCK _ _ j —.------ DATA SYSTEM CABLES. CURRENT TRANSFORMER SUPPLIED BY
<br />UTILITY COMPANY & INSTALLED BY
<br />2 11
<br />"B -LINE" B22 CHANNEL. SWITCHBOARD MANUFACTURER.
<br />#12 x 11x" TEV SCREWS
<br />AT TOP AND BOTTOM.
<br />NOTES:
<br />1. PROVIDE SEPARATE CABLE
<br />MANAGEMENT SYSTEM FOR EACH
<br />INDIVIDUAL LOW VOLTAGE SYSTEM,
<br />2. PROVIDE ADDITIONAL HOOKS TO
<br />ACCOMMODATE NUMBER OF
<br />CABLES AT LOCATIONS IN
<br />PATHWAY. LEAVE 25% SPACE
<br />CAPACITY FOR FUTURE CABLE
<br />INSTALLATION.
<br />3. SPACING BETWEEN J -HOOKS
<br />SHALL BE 48" ON CENTER..
<br />NO SCALE
<br />1140 -TAA
<br />E�V, qL L.J.gEL -
<br />Ali
<br />WMIN 1 �
<br />EXISTING GRADE
<br />FINISHED CEILING
<br />aF. :�•'' Imo! t� "I.
<br />t 4.
<br />NO SCALE
<br />1-.141ti
<br />LOCKNUT TOP AT BCH ROS?. (TYP.) .. .,
<br />MAXIMUM..... LOAD — 344 LBS ,, ""`•�«
<br />•FA«Y
<br />Y
<br />. w
<br />n
<br />BEAM CLAMP, B -LINE - --
<br />#B351 L-1 /2* OR EQUAL.. /
<br />112°" ALL THREAD ROD
<br />N0 SCALE
<br />Cwf r"i l
<br />1 'THICK x 10" LONG
<br />FILLER BLOCK WITH (8) 1 O
<br />BACK -NAILED THROUH
<br />TRUSS WEB.
<br />L4x3"x"x7" WITH (2) 1/2 O"
<br />M.B. LOCATED 1 " FROM
<br />EACH END
<br />HEX NUT AT TOP & BOTTOM
<br />1/2" ALL THREAD ROD
<br />SECT 3 ,
<br />_ -141
<br />SHALL HAVE PADLOCKING TABS.
<br />n
<br />CU/AL CABLE LAGS PER UTILITY ---- —
<br />COMPANY REQUIREMENTS.
<br />(1) #12 GAGE SLACK SAFEFY
<br />SECURE SWITCHBOARD TO SLAB WITH
<br />WIRE ATTACH TO CLIP & THE
<br />1/2"r o" DIA. HILTI KWIK BOLT KB -TZ, MIN.
<br />STRUCTURE ABOVE PER
<br />EMBEDMENT (4 ANCHORS PER. SECTION
<br />DSA. IR 252.13, SECTION 7.3.
<br />AT EACH CORNER).
<br />RAISED HOUSEKEEPING PAD, 10" THK• 0.
<br />- CADDY #CAT324Z34
<br />PSi COMPRESSIVE STRENGTH CONCRE
<br />MULTI -FUNCTION
<br />WITH (2) LAYERS #f4 STEEL REINF. BAR
<br />CLIP.
<br />12" O.C. BOTH WAYS OVER ENTIRE CONI
<br />0
<br />PAD SHALL EXTEND 7" BEYOND
<br />3
<br />SWITCHBOARD BASE AT FRONT & TWO
<br />WMIN 1 �
<br />EXISTING GRADE
<br />FINISHED CEILING
<br />aF. :�•'' Imo! t� "I.
<br />t 4.
<br />NO SCALE
<br />1-.141ti
<br />LOCKNUT TOP AT BCH ROS?. (TYP.) .. .,
<br />MAXIMUM..... LOAD — 344 LBS ,, ""`•�«
<br />•FA«Y
<br />Y
<br />. w
<br />n
<br />BEAM CLAMP, B -LINE - --
<br />#B351 L-1 /2* OR EQUAL.. /
<br />112°" ALL THREAD ROD
<br />N0 SCALE
<br />Cwf r"i l
<br />1 'THICK x 10" LONG
<br />FILLER BLOCK WITH (8) 1 O
<br />BACK -NAILED THROUH
<br />TRUSS WEB.
<br />L4x3"x"x7" WITH (2) 1/2 O"
<br />M.B. LOCATED 1 " FROM
<br />EACH END
<br />HEX NUT AT TOP & BOTTOM
<br />1/2" ALL THREAD ROD
<br />SECT 3 ,
<br />_ -141
<br />WOOD FRAMING
<br />112" LAG SCREW WITH 3"
<br />MINIMUM PENETRATION
<br />1/2" THREADED COUPLER.
<br />0 a 1q •!. i : >r�
<br />qj. 5SS
<br />No. E 017376':
<br />Exp. 9-30-16
<br />OF c`
<br />Copyright @ 2009 Rainfbrth Grau Architects. All rights reserved. Reproduction of these plans, either in whole or in part, including any form
<br />of copying andfor preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited.
<br />IDSA
<br />File No, 161 — G3
<br />IDENTIFICATION STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />ACj2�1_ FL a S
<br />I DATE
<br />r
<br />DRAWN C3EY PROJECT NO. 15-1207
<br />CHECKED DATE
<br />YSL 6-26-16
<br />SCALE SHEET
<br />AS SHOWN
<br />4/141201510:24:25 AM
<br />n
<br />cyst
<br />13.5
<br />3
<br />PG&E
<br />15
<br />22.5
<br />22.5
<br />EUSERC DIG
<br />13
<br />CLIP- --�
<br />CT DWG 151
<br />0
<br />At•
<br />3
<br />n
<br />EUSERC Ter inatioris
<br />3
<br />f
<br />WOOD FRAMING
<br />112" LAG SCREW WITH 3"
<br />MINIMUM PENETRATION
<br />1/2" THREADED COUPLER.
<br />0 a 1q •!. i : >r�
<br />qj. 5SS
<br />No. E 017376':
<br />Exp. 9-30-16
<br />OF c`
<br />Copyright @ 2009 Rainfbrth Grau Architects. All rights reserved. Reproduction of these plans, either in whole or in part, including any form
<br />of copying andfor preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited.
<br />IDSA
<br />File No, 161 — G3
<br />IDENTIFICATION STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />ACj2�1_ FL a S
<br />I DATE
<br />r
<br />DRAWN C3EY PROJECT NO. 15-1207
<br />CHECKED DATE
<br />YSL 6-26-16
<br />SCALE SHEET
<br />AS SHOWN
<br />4/141201510:24:25 AM
<br />
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