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TUNNEL PS-1 PIPE SHOE,
<br /> EMBED A P- 1-B"
<br /> 0
<br /> 16" HPS TUNNEL A TYP (4) PLCS ICI:) ,
<br /> LEGEND
<br /> 1-8 INSULATION EMBEDS III �
<br /> 12x12x3 8" Oij♦�♦t�i♦ 1/4
<br /> GUSSET ♦Q' pis 1 4I TYP EA4SID 4"
<br /> �i i♦i ii HSS Sx4x1/4", I/1111 I 1;40
<br /> I' \
<br /> ,♦♦..♦♦ ♦�♦ ' TYP EA SIDE
<br /> 1 4\ I ♦' :♦ LLV 30" LG 1/16"GAP (COLD �,1 ♦i,..,♦♦ 1/ a . ��
<br /> 1 4P" �Ir—__ 3/8" END CAP, POSITION), EA SID _ 4
<br /> /,�� ACK WELDED TO &TOP ONLY il
<br /> r`'
<br /> HSS " I•, A•/DRILLED
<br /> 20"CORE
<br /> STRUCTURAL HOLE
<br /> W8x35 PIPE SHOE 18"LG aSUPPORTS M530--14 4" 0.50"WT PIPE
<br /> 1 4\ FROM VIEW "PS-2. MODIFIED E
<br /> 1 4V z�x DESIGN LOADS: Fx=2000 LB. Fy=7000 LB, Fz=7000 " I ,, --• DRILLED HOLE GENERAL NOTES
<br /> LB
<br /> •
<br /> / S/8"0 30455 ANCHOR 1. DESIGN LOADS AND MOMENTS INDICATED FOR EACH
<br /> 1 \ EA SIDE, TYP _____ /1 i �i BOLT 4"EMBED (2 TYP, 4
<br /> © 1 8" 1/.I EACH CLIP ;, !" SUPPORT ARE WORST CASE CONDITIONS AND ARE NOT
<br /> •1 4r \\\\1111 .11-� SIDES) NECESSARILY APPLIED TOGETHER.
<br /> 16"HPS ,�/�r�� �COUNTERBORE & 1'-0° �,� 5/8"STEEL PLATE (TYP)
<br /> ,-1/2 - 3 1/16"TO 1/8" GAP ��
<br /> (COLD POSITON), TYP I� TAPER (TYP 2
<br /> FOR SIDE CLIPS & TO• �I ♦��`.�2i�. ' GUIDE CLIP, 1-1/2" x 1-1/2" D PLCS) T
<br /> �O' `♦�♦ x 1/4"ANGLE, 4" LONG, TYP > 1/4 2" END VIEW
<br /> EA. SIDE• TOP & GOT.
<br /> CENTER WT 0 � IF WELD CROSSES PIPE JOINT, NOTCH I ♦�. ♦�
<br /> SUPPORT WEB, W/ R3 4"ACROSS JOINT. PIPE ♦♦4.0'�.t♦♦ E 3'-6
<br /> / A � �► STRUCTURAL -
<br /> WELD EXAMINATION MUST BE TUNNEL ���`r' SUPPORTS M530-14
<br /> 18x10x3/8"PLATE COMPLETED BEFORE PIPE SUPPORT IS EMBEDS ���
<br /> 5x4x1/4" HS SECTION ATTACHED BASE SUPPORT PS-1, TOP AND
<br /> BOTTOM OF PIPE,
<br /> DESIGN LOADS: PS-2 TYP
<br /> Fx=600 LB. DESIGN LOADS: Fx=600 LB. Fy=7000 LB, Fz=2600 DESIGN LOADS: Fx=xxx LB. Fy=xxx LB, Fz=xxx LB
<br /> Fy=3000 LB, LB y
<br /> PS-1 Fz=600 LB z—ix PS-2 1,S-3
<br /> PIPE SUPPORT - PIPE SHOE NO GUIDE 16" PIPE PIPE SUPPORT - PIPE SHOE WITH GUIDE 16" PIPE PIPE SUPPORT - PIPE ANCHOR AT CORE DRILL
<br /> IF WELD CROSSES PIPE JOINT, REFERENCE DRAWINGS
<br /> NOTCH WEB, W/ R3/4"ACROSS SEE STRUCTURAL
<br /> JOINT. PIPE WELD EXAMINATION FOR NEW BEAMS
<br /> MUST BE COMPLETED BEFORE 1'-6" AND SUPPORT D.
<br /> PIPE SUPPORT IS ATTACHED
<br /> ar imur as14 HPS SEE STRUCTURA 1/4 , TYP
<br /> 4x3x1/2 ANGLE
<br /> 5/8"PLATE TYp SIDES OFAME, L((BOTH WALL , 20"CORE
<br /> . (TYP) , =' I/4 zoom
<br /> 1/4 r lYP DRILLED HOLE
<br /> 1/4 V 1-1/2- 3 ST6 x 20.4
<br /> PIPE SHOE I 10 OMR— — —MI , 4 ' , ixixi/2 ANGLEAT PG-4 ONLY STRUCTURAL SUPPORT - 1'' ' ICS`J�_ CONSTRUCTION NOTES
<br /> 1/4"0 WEEP 4x3x1/2 ANGLE
<br /> PIPE INSULATION HOLE EA. PAD 3'� 1" 5/8" x 2� ® �� FRAME, LONG LEG SMALL BORE PIPE SUPPORTS MAY BE INSTALLED WITH
<br /> ST6 x 20.4 A H 3/8"A36 FLAT BAR r AGAINST WALL (BOTH 2x2x1/4"ANGLE IRON BRACKETS AND U-BOLTS IN
<br /> PROVIDE PIPE SHOE REINFORCING PAD � SIDES OF WALL PLACE OF USING STRUT BRACKETS AND PIPE STRAPS.
<br /> ELEVATION VIEW WELDED TO PIPE END VIEW SEE STRUCTURALPIPE GAPS, AS SHOWN IN SUPPORT SCHEDULE(S)
<br /> 1-1/2"x1-1/2"xt/4" ��� ALL AROUND FOR DOOR ARE STILL REQUIRED.
<br /> ANGLE AT PS-4G ONLY
<br /> 1 4 , np Ill REINFORCING
<br /> / DESIGN LOADS: END VIEW
<br /> 1/4 , MITER STRUCTURAL STEEL TOP BEAM AT CONCRETE
<br /> Fx = 4,150 lb MAX CHAMFER EMBED PLATE,AS REQUIRED FOR PS-2
<br /> STRUCTURAL SUPPORT Fy = 3,300 lb MAX SUPPORT INSTALLATION, TYPICAL AT ALL PS-2
<br /> Fz = 23,000 lb MAX SUPPORT LOCATIONS.
<br /> DESIGN LOADS: Fx=5,475 LB, Fy=5,210 LB, Fz=1,560 LB
<br /> PS-4& PS-4Q PS-5 PS-6
<br /> PIPE SUPPORT - SHOE 14"PIPE PIPE SUPPORT - ANCHOR PIPE SUPPORT - PIPE GUIDE AT CORE DRILL
<br /> 5/8"PL 48"LGx18"W 4.-0" 5/8"0 304SS ANCHOR 5/8"0 304SS ANCHOR
<br /> BOLT 4"EMBED (6 TYP) BOLT 4"EMBED (4 TYP) PS-4, THIS SHEET
<br /> as e L �' ♦♦�%%%♦♦ 1/2" PL, 1'-0" S0, RND
<br /> .��.� ,.• OVER TOP CORNERS
<br /> r HSSi� °♦;
<br /> 0" BASEMENT tOx10x3/8"PL ♦♦4 �♦♦<
<br /> TYP TYP 5x4x3 8" .4;�i♦
<br /> 1'-B" 1/4 I 1/4 LLV / CEILING 1/4 P �, 1 4�
<br /> SEE PS-4 FOR 1/4 1/4 Viiii
<br /> PIPE SHOE ` N 1/q L 4x4x1/4 a 1 4� 1 PLATE PER
<br /> [_2'-
<br /> p II
<br /> � 1 D L 10" (4) 9/16" HOLE
<br /> 11111111101 I, 2PLACESa THRU FOR 1/2"
<br /> o"- � ■ BOLT (4"
<br /> oSEE PS-4 FOR w a � I PIPE SHOE c� i — '!' EMBED)
<br /> PIPE STANCHION, ANVIL■ ■ I8.'0 304SS 1/4 - p� • • 1/4 V 16, W/ BASE PLATE
<br /> FIG 62 TYPE C, E L 3/8" PL
<br /> A5NCHOR BOLT u x ♦I NWWI y PS 9E ©GROUTING
<br /> 6"EMBED HSS 5x4x3/8" HSS 5x4x3/8" z—Ix M578�05
<br /> (6 TYP) 5/8" STEEL BASEMENT PLATE DETAIL
<br /> PLATE WALL LLV (TYP) LLV ELEVATION
<br /> EVATIOEND VIEW DESIGN LOADS:
<br /> N VIEW PIPE SUPPORTS
<br /> ELVERTICAL GUIDE Fx=862 LB, Fy=5,900 LB, Fz=630 LB ISSUED F 0 R PERMIT
<br /> PS-7 M0FFMAN
<br /> 6
<br /> PS-9
<br /> PIPE SUPPORT ANCHOR PIPE SUPPORT DETAILS L PIPE SUPPORT - STANCHION e
<br /> 08.22.12
<br /> ,2 2.1 2 1601 RU,Avenue,Suite 8001 SeMtle.WA 88101
<br /> 1}.(/ L L L rrnanc AililBe*tOB.8feJ776
<br /> om
<br /> SCALE: NONE ' M578-2 tA.S.0 ."ice.. '
<br /> VIA PINSON BY APPROVED DATE VIA REMSION BY APPROVED MTE -DRAWN DAM SUBTRIF CURRENT REVISION SYMBOL DATE
<br /> �,rGL sol, ACCEPTABILITY CH CKEDR 08.22.12 STEAM UPGRADES PIPE SUPPORT DETAILS 11578401 ORIG 08. s
<br /> ORIG SITE-BRIDGE TO 40-021 -STEAM UPGRADES 11578401 CEI/MS MS 08.22.12 G j THIS DESIGN AND/OR
<br /> ♦ SPECEICATION IS APPROVED B.IPSEN 08.22.12 SHEET
<br /> • WNE' F SITE — BRIDGE TO 40 021 — STEAM UPGRADES
<br /> BOEii rc �a_Na
<br /> APPROVED BY DEPT DATE CCI 08.22.12M578-02
<br /> Kf•
<br /> t,�11 M-SOTURA 08.22.12
<br /> ri,BBi APPROVED SITE 40-YD JOB NO.
<br /> 11576401
<br /> F
<br /> APPROVED OMB No.
<br /> MECHANICAL MASTER EVERETT, WA 45-YD-M578-2
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