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CANTILEVER 7 8 REVISIONS
<br /> RE:PLAN IA
<br /> PL. 1/2"x8"x8", S3.2 3/4"0 x 2"EXT.THREADED ALL STEEL TO BE PRIMER PL. 1/2"x8"x8",
<br /> RE: S3.2--3 NELSON STUD,TYP.AT PAINTED PER SPECS,AND RE: S3.2--3 6
<br /> FRAME LEGS,FIELD LOCATE TOUCHED IN FIELD AFTER ALL
<br /> CONSTRUCTION IS IN PLACE 53.2 T-2 1/4" 91- 11 1/811 T-2 1/4" 1 8'-0 3/8"
<br /> oe
<br /> 1/4 v V.I.F.W/FLUID COOLER V.I.F.W/FLUID COOLER V.I.F.W/FLUID COOLER
<br /> I
<br /> W-BEAM, 2 2
<br /> RE:PLAN S3.2 S3.2
<br /> 1 (E)OWSJ GIRDER, O° ii P P
<br /> RE:PLS PL. 1/2"x12"x15",
<br /> ° RE:S3.2-3
<br /> 171 w NOTE:PRIOR TO FABRICATION-CONTRACTOR
<br /> STIFFENER PL.3/8 x E ROOF DECK
<br /> W-BEAM,RE:PLAN ~"• O � TO VERIFY ALL FRAME/SUPPORT DIMENSIONS 4 �
<br /> FULL DEPTH EA. SIDE I I RE:PLAN 4
<br /> WITH EXISTING CONDITIONS AND ACTUAL S3.2
<br /> „ I I I 1/4 � 211 1 (E)ROOF DECK, MECHANICAL UNIT SUPPORT REQUIREMENTS
<br /> S3.2
<br /> PL. 1/2 x12 x15 ,
<br /> RE: S3.2--3 - (E)OWSJ JOIST, I I RE:PLAN PRIOR TO INSTALLATION
<br /> /// RE:PLAN
<br /> PIPE 6 SCHD.40 SOLID GROUT 32"LONG I I DEMO(E)CMU CAP PLATE 1
<br /> CENTERED ON POST DOWN FOR(N)PLATE INSTALL
<br /> TO NEXT BOND BM.,32"
<br /> MIN.
<br /> I
<br /> 00
<br /> PL. 1/2"x8N12"W/(2)3/4"0 ARCH. PROJECT NO.
<br /> HILTI HY270 EPDXY BOLTS 2004
<br /> W/6-3/4"EMBED IN o
<br /> GROUTED CELLS
<br /> ` DRAWN
<br /> PL. 1/2"x8N12"W/(2)3/4"0
<br /> - HILTI HY270 EPDXY BOLTS " TJN/FJR
<br /> (E)CMU WALL,
<br /> RE.PLAN W/6-3/4"EMBED IN
<br /> JL GROUTED CELLS (E)OWSJ GIRDER AS CHECKED
<br /> OCCURS,SOLID GROUT DNS
<br /> SOLID GROUT 32"LONG (E)CMU WALL, (E)JOIST GIRDER SUBMITTAL DATES
<br /> CENTERED ON POST DOWN RE:PLAN ELEVATION'lA' POCKET IN CMU 3
<br /> S3.2
<br /> I
<br /> TO NEXT BOND BM.,32" S 2 06/11/20
<br /> MIN.
<br /> W 14x74 L4X4X1/4 W 14x74
<br /> OTB DATE
<br /> Ti
<br /> 1 7
<br /> W-BEAM FRAME TO POST/CMU
<br /> M� V
<br /> 1
<br /> °
<br /> 1 1-0 11 — 1 11 �y .--I ° Q°° F- W 00 m
<br /> .1 .d
<br /> w y W r3 O c�
<br /> lift
<br /> l" V W'o U Q z w U a
<br /> — �� H /� �Qw C7 �zNo
<br /> G7 Vi W V] N
<br /> 1� t O g W ° Z' o �j rx h V b
<br /> 11/2" 811 11/2" � � aa �� a� �'© � z �oQ�e
<br /> �Q0�7gnG
<br /> N au Zara k �aUNy
<br /> (N)W-BEAM, Q �QuAa � �° z E3OM
<br /> 0 0 " 1 � 0 W O Q A C a�e
<br /> PL. 1/2 x REQ D. RE:PLAN
<br /> ALL STEEL TO BE PRIMER o z° ° W
<br /> KNIFE PLATE F, w ° w U° a�
<br /> PAINTED PER SPECS,AND PL. 1/2"xVxV PL. 1/2"xVxV, w w ° W° Q H
<br /> a �
<br /> RE.S3.2-6 I NEW FLUID gOOLERS, _ cn
<br /> TOUCHED IN FIELD AFTER ALL PIPE 6"SCHD.40 1 3 TOP&BOT. F °o z
<br /> CONSTRUCTION IS IN PLACE
<br /> 3/4 0 HILTI HY270 I W=20,765LB EACH N w x o o W a W
<br /> EPDXY BOLTS w
<br /> W/6-3/4"EMBED IN
<br /> INSTALL PLATES OVER PIECE OF °O GROUTED CELLS
<br /> N
<br /> TPO TO PROTECT WALL,RE:A7 (1)BOLT PER CELL, c
<br /> 0 o MAX.#PER SCHED. M
<br /> N ANGLE BRACE,RE: PLAN W
<br /> Q, ALIGN W-BEAM
<br /> W 14 BOT.FLANGE W/
<br /> BOT.OF PLATE 3/8"STIFF.PL.EA.SIDE OF II II 'k Q r'
<br /> W-BEAM WEB II RE:PLAN 1 O Q M
<br /> o0
<br /> (E)CMU WALL L. 1/2"x12N15" 1/4 O Q o
<br /> RE:PLS AT TOP OF POST
<br /> - c O
<br /> � U
<br /> 3/4"0 HILTI HY270
<br /> EPDXY BOLTS
<br /> W/6-3/4 EMBED IN
<br /> LL
<br /> Q
<br /> GROUTED CELLS ---- it � � 65 � 6S b� �S � W
<br /> SOLID GROUT CMU AT
<br /> W-BEAM ATTACHMENT 8" M - - M-11
<br /> N
<br /> BEYOND ALL EPDXY 1/4 W14x74i L4X4X1/4 W14x74 C � � W
<br /> Lu
<br /> ANCHORS AND DOWN TO(E) ALL STEEL TO BE PRIMER L L = * O O
<br /> ROOF BOND BEAM BELOW PAINTED PER SPECS,AND
<br /> JL
<br /> TOUCHED IN FIELD AFTER ALL "' a
<br /> V (N)W-BEAM, CONSTRUCTION IS IN PLACE
<br /> RE:PLAN
<br /> 1 1
<br /> KNIFE PLATE, S3.2 TYP. TYP.
<br /> S3.2
<br /> RE:53.2-6 z
<br /> W-BEAM TO CMU WALL FRAME CONNECTION PLAN VIEW
<br /> 2 �� ,
<br /> 1if = 1-0 3 1if - 1-0 7,
<br /> C-rrlvr
<br /> (E)CMU WALL,
<br /> ,� 8 q 1V1t
<br /> RE:PLAN CA
<br /> v2020
<br /> F
<br /> REAR
<br /> BEAM #&SIZE OF BOLTS LATE SIZE WELD SIZE FLUID COOLER PLATFORM FRAMING PLAN LEFT NORTx RIGHT
<br /> p W8 (2)3/4"DIA. 3/8X4X0'-6" 1/4 A ,/4' _
<br /> ,1-011
<br /> W 10 (2)3/4"DIA. 3/8X4X0'-6" 1/4
<br /> - FRONT
<br /> N I W12
<br /> (3)3/4"DIA. 3/8X4X0'-9" 1/4
<br /> 5 I \ L TO W-BEAM WEB, &UNDERSIDE W14 (3)3/4"DIA. 3/8X4X0'-9" 1/4
<br /> 53.2 1/4 OF TOP FLANGE, TYP. W16 (4)3/4"DIA. 3/8X4X1'-0" 1/4
<br /> W-BEAM,RE: PLAN W18 (5)3/4"DIA. 3/8X4X1'-3" 1/4
<br /> ANGLE BRACE, RE:PLAN W21 (6)3/4"DIA. 3/8X4X1'-6" 5/16 8
<br /> W24 (7)3/4"DIA. 1/2X4X1'-9" 3/8
<br /> W27 (7)3/4"DIA. 1/2X4X1'-9" 3/8
<br /> CL O
<br /> GIRDER r�
<br /> NOTE:PRIOR TO FABRICATION-CONTRACTOR •
<br /> L TO W-BEAM, Lox, RE:PLAN TO VERIFY ALL FRAME/SUPPORT DIMENSIONS O
<br /> TYP. 1/4 1/2" WITH EXISTING CONDITIONS AND ACTUAL
<br /> ALL STEEL TO BE PRIMER W-GIRDER MECHANICAL UNIT SUPPORT REQUIREMENTS
<br /> PAINTED PER SPECS,AND W-BEAM PRIOR TO INSTALLATION M
<br /> TOUCHED IN FIELD AFTER ALL �+y
<br /> CONSTRUCTION IS IN PLACE
<br /> -<(3)
<br /> 3 SIDES 41- 1011
<br /> KNIFE PL.TO o 1/4
<br /> BEAM WEB ---
<br /> �,,, � o PS-1 O
<br /> 3,000#
<br /> zi
<br /> —<
<br /> SG� V 1
<br /> II % LTO W-BEAM WEB, &UNDERSIDE °
<br /> 1/4 OF TOP FLANGE, TYP. - BOLTS,A-325 HSS6x4xl/4 O
<br /> N
<br /> 53.2 II ANGLE BRACE,RE: LAN ANGLE BRACING
<br /> 0 0
<br /> H
<br /> 53/8"FULL DEPTH STIFFENER PL.,
<br /> 1" = 1'-011 SHEAR PL MATCH BM ga. r�
<br /> 1 1/2" 2 1/2" v 1
<br /> REINFORCE JOISTS BELOW
<br /> N SKID FRAME,RE: S3.1-7
<br /> �o
<br /> BRACE ANGLE TON W-BEAM W-BEAM TO W-BEAM
<br /> 4
<br /> 1 7 11 = 11-011 6 1 11 = 1 1-011
<br /> l 1 �7
<br /> 4 4 _
<br /> HSS6x4x 1/4
<br /> = o
<br /> K K
<br /> CANTILEVER AS OCCURS = "'
<br /> RE:PLAN HSS6x4x1 4 FLAT,TYP.
<br /> �c �c
<br /> 3/4"0 x 2"EXT.THREADED `O `O
<br /> COOCOO
<br /> NELSON STUD,TYP.AT
<br /> 1/4 4 1 FRAME LEGS,FIELD LOCATE HSS6x4xl/4 FLAT,TYP. _
<br /> N
<br /> 1 NOTE: CAP ALL OPEN ENDS OF BENT PL.3/8"x REQ'D.AT O1
<br /> HSS MEMBERS,TYP.
<br /> EACH POST v
<br /> PL.TO DECK AT
<br /> BENT PL.
<br /> P4 � 1 1/4 HIGH FLUTES 2
<br /> 3/8"x REQ'D. U CAP PL. 1/4"x6"x6" ROOF INSULATION,RE:ARCH. 11.011 PL.TO
<br /> P4"SCH.40 3/16 OWSJ
<br /> ROOF DECK, F OWSJ JOIST BELOW HSS6x4xl/4
<br /> RE:PLAN cv 1
<br /> 1/4 _ _
<br /> w I I
<br /> OWSJ JOIST, PL.TO - -_
<br /> RE:PLAN <OWSJ - - N
<br /> P4"SCH.40,CENTER
<br /> i ON JOIST
<br /> I
<br /> ROOF DECK,RE:PLAN
<br /> BLOCK BELOW DECK W/ 7 TYP
<br /> HSS5x5xl/4x16"AT LOCATION S3.2
<br /> OVER W-BEAM
<br /> SHEET TITLE
<br /> BRACING AT EDGE OF PLATE
<br /> AS REQ'D.,RE:
<br /> ROOF FRAMING
<br /> DETAILS
<br /> 8 REAR
<br /> aLEFT NORTH RIGHT SHEET
<br /> N PUMP SKID PLATFORM FRAMING B PUMP SKID PLATFORM FRAMING PLAN
<br /> -0 1/211 - 11-011
<br /> FRONT
<br /> S3 ,92
<br /> N
<br /> O
<br /> N
<br /> O
<br /> N
<br />
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