|
TOP OF PRECAST
<br />150'-0"
<br />WILDLIFE RESEARCH\ADDITION\WILDLIFE RESEARCH ADDITION-S2
<br />°
<br />A
<br />EL, SEE ARCH,
<br />SEE PLAN FOR (SERVICE LOAD)
<br />JOIST REACTIONS
<br />\\ FIELD WELD
<br />�1/8" "2-1/2' EACH JOIST
<br />/\/\/\/\/\fl
<br />I
<br />\_CONT.
<br />W10
<br />12" PRECAST TYP,
<br />CO8 TYPICAL SECTION
<br />S2 SCALE: 3/4" = 1'-0"
<br />°
<br />TOP OF PRECAST
<br />EL. SEE ARCH. qr
<br />EMBEDDED PLATES
<br />BY PRECAST
<br />SUPPLIER
<br />C STL SUPPLIER NOTE:
<br />PROVIDE JOIST WITH
<br />NO CAMBER ADJACENT
<br />TO WALL
<br />JOIST BRIDGING
<br />PER SJI - SEE PLAN
<br />3/8" HILT! HUS-EZ ANCHOR
<br />(OR EQUAL)
<br />6 TYPICAL SECTION
<br />S2 SCALE: 3/4" = 1'-0"
<br />36-5 PATTERN
<br />WITH 5/8" DIA.
<br />PUDDLE WELDS AS SHOWN WITH
<br />2 SIDELAP FASTENERS PER SPAN.
<br />JOIST
<br />TOP CHORD
<br />NOTE: MECHANICAL FASTENERS ARE ACCEPTABLE
<br />ALTERNATIVE TO DECK WELDING PER ENGINEERS' APPROVAL.
<br />5 TYPICAL DECK FASTENING DETAIL
<br />S2 SCALE: NOT TO SCALE
<br />3/8" TOP PLATE
<br />COLUMN WIDTH +1"
<br />WELD WITH 1/4" FILLET
<br />WELD TO COLUMN
<br />ALL AROUND
<br />STEEL BEAM
<br />SEE PLAN
<br />E1
<br />LI
<br />LJ
<br />JLJ
<br />(4) 3/4" DIA, A325
<br />BOLTS AT TOP AND BTM
<br />FLANGE (3" GA.) TYPICAL
<br />W14
<br />SEE COLUMN
<br />SCHEDULE
<br />TYP. DETAIL AT
<br />SCALE: 3/4" = 1'-0"
<br />WIND
<br />1 /4" CLIP
<br />ANGLES WITH
<br />3/4" DIA, A325 BOLTS
<br />3/8" BOTTOM FLANGE
<br />PLATE MATCH COLUMN
<br />WIDTH FULL PENETRATION
<br />SHOP WELD OR FIELD
<br />WELD AT STEEL PLATE
<br />MOMENT CONNECTION
<br />[r 11
<br />STEEL BEAM
<br />SEE PLAN
<br />-0
<br />(4) 3/4" DIA, A325-/i
<br />BOLTS AT TOP AND BOT
<br />FLANGE (3" GA.) TYPICAL
<br />TYPICAL DETAIL AT
<br />SCALE: 3/4" = 1'-0"
<br />°
<br />°
<br />VJ
<br />la
<br />ILO
<br />3/8" TOP PLATE
<br />COLUMN WIDTH +1"
<br />WELD WITH
<br />1/4" FILLET WELD
<br />TO COLUMN ALL
<br />AROUND
<br />1/4" CLIP ANGLES
<br />WITH 3/4" DIA,
<br />A325 BOLTS
<br />3/8" BOTTOM
<br />FLANGE PLATE
<br />MATCH COLUMN
<br />WIDTH FULL
<br />PENETRATION
<br />SHOP WELD AT
<br />STEEL PLATE
<br />W14
<br />SEE COLUMN
<br />SCHEDULE
<br />WIND MOMENT CONNECTION
<br />TOP OF PRECAST Alkh
<br />4" EL. SEE ARCH, KIF
<br />EMBEDDED PLATES
<br />BY PRECAST
<br />SUPPLIER
<br />BM, VARIES
<br />SEE PLAN
<br />BEAM REACTION -SEE PLAN
<br />JOIST SEE PLAN
<br />12" PRECAST TYP,
<br />TYPICAL DETAIL
<br />S2 SCALE: 3/4" = 1'-0"
<br />3/8" ST, PLATE EA. SIDE
<br />MID -HEIGHT
<br />COLUMN CAP PLATE
<br />3/4"X1'-2"X BM. FLANGE WIDTH
<br />W/ (4) 3/4" DIA, A325 BOLTS
<br />STD. FRAMING
<br />CONNECTION
<br />BEAM SEE PLAN
<br />HSS COL. SEE PLAN
<br />SPLICE VARIES - SEE PLAN
<br />JOIST SEE PLAN
<br />TYPICAL DETAIL AT BEAM SPLICE
<br />SCALE: 3/4" = 1'-0"
<br />1-1/2" X 22 GA.
<br />TYPE B ROOF DECK
<br />SEE PLAN FOR
<br />STEEL JOISTS
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />FIELD WELD JOISTS TO
<br />BEAMS WITH 1/8" X 2-1/2"
<br />FILLET WELD EACH SIDE
<br />SEE PLAN FOR
<br />STEEL BEAMS
<br />TYPICAL 3/4" CAP PLATE
<br />WITH 3/4" DIA, A325 BOLTS
<br />TYPICAL DETAIL AT ROOF JOIST BEARING
<br />SCALE: 3/4" = 1'-0"
<br />S2
<br />50'-0"
<br />JOIST BEARING JOIST BEARING
<br />EL. = 126'-4" EL. = 126'-10"
<br />50'-0"
<br />50'-0"
<br />m 30K7
<br />STARTER JOIST (NO CAMBER)
<br />2 30K7 STARTER
<br />JOIST
<br />(NO CAMBII
<br />R) 2'
<br />30K7
<br />STARTER JOST
<br />(NO CAMBER)
<br />m
<br />/ WELDED STEEL ANGLE
<br />TYPICAL
<br />�,
<br />FRAME 3X3X1 /4 FIELD
<br />0
<br />WELD
<br />CHORD
<br />TO JOIST
<br />FOR ROOF
<br />TOP
<br />BEAM REACTION
<br />AT PRECAST
<br />PANEL
<br />o
<br />cn
<br />ACCESS
<br />HATCH
<br />OPENING
<br />a-
<br />¢
<br />JOIST
<br />EL, =
<br />BEARING
<br />126'-10"
<br />co N.
<br />x_o
<br />°x°
<br />m
<br />JOIST
<br />EL. =
<br />BEARING
<br />126'-4"
<br />Ud
<br />Ud
<br />CONT,
<br />W10x17
<br />JOIST BEARING,
<br />a
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<br />EL. = 126
<br />-10"
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<br />EL.
<br />126 10
<br />CD
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<br />JOIST
<br />BEARING
<br />INDICATES
<br />n-•
<br />EL. =
<br />126'-10",
<br />N
<br />BEAM
<br />SPLICE
<br />1
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<br />,
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<br />CONT.
<br />W10x17
<br />w
<br />40
<br />H- E
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<br />w
<br />TYPICAL
<br />REACTION
<br />JOIST
<br />(SERVICE)
<br />~
<br />m N
<br />w r
<br />a
<br />! w w1-
<br />m o cr
<br />m N
<br />w r
<br />TYPICAL
<br />JOIST
<br />M
<br />= Lb
<br />KIPS PER
<br />FT, co
<br />x
<br />N
<br />m o
<br />M
<br />\ 0
<br />ci
<br />¢
<br />x
<br />N
<br />00 0
<br />M
<br />REACTION
<br />= 1,5
<br />(SERVICE)
<br />KIPS PER
<br />m
<br />FT, ¢
<br />w
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<br />0
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<br />JOIST
<br />EL. =
<br />BEARING
<br />127'-4"
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<br />W
<br />a
<br />2m
<br />O Z
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<br />Jceo
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<br />JOIST
<br />EL. =
<br />BEARING
<br />127'-4"
<br />Y
<br />LuOCt
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<br />Y
<br />30K7
<br />STARTER JOIST (NO CA
<br />BER)
<br />30K7 S
<br />ARTER JOIS
<br />(NO CAME
<br />R)
<br />I up
<br />30K7
<br />STARTER JO
<br />ST (NO CAMBER)
<br />NORTH
<br />STORAGE BLDG. ROOF FRAMING PLAN 3
<br />SCALE: 1 /16"=1'-0"
<br />KIPS (SERVICE LOA
<br />8
<br />2 26K6
<br />STARTER
<br />JST, (NO CAMBER)
<br />2 26K6
<br />STARTER JST,
<br />(N CAMBER)
<br />Y
<br />v 26K6
<br />STARTER JST,
<br />(NO CAMBER)
<br />2 26K6
<br />STARTER
<br />JST, (NO
<br />CAMBER)
<br />o
<br />1
<br />In
<br />0
<br />x
<br />BEAM
<br />AT
<br />REACTION
<br />PRECAST
<br />WALL
<br />JOIST BEARING
<br />EL. = 125'-10"
<br />o
<br />I
<br />NCO
<br />%=
<br />ar
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<br />(SERVICE
<br />LOAD)
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<br />S2
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<br />EL, = 125'-4"
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<br />• DETAILS
<br />9/S2
<br />&
<br />10/S2
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<br />JOIST
<br />EL, = 125-10"
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<br />< < WIND SHEAR >
<br />30 KIPS (SERVICE LOAD)
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<br />JOIST BEARING
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<br />CONT.
<br />W10x17
<br />a
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<br />TYPICAL
<br />JOIST
<br />o
<br />•
<br />x
<br />N
<br />x
<br />N
<br />x
<br />N
<br />REACTION
<br />KIPS P
<br />= 1,35
<br />R FT,
<br />w
<br />m
<br />0
<br />0
<br />0
<br />3.
<br />(SERVI
<br />E LOAD)
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<br />JOIST BEARING
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<br />0
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<br />1
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<br />EL, = 125'-10"
<br />I
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<br />=
<br />2
<br />Yo
<br />a
<br />AT
<br />PRECAST PANEL
<br />Y
<br />JOIST BEARING
<br />EL. = 125'-4"
<br />;� 26K6
<br />STARTER JOIST
<br />cNO C
<br />MBER)
<br />26K6
<br />STARTER
<br />JOIST
<br />(NO CAMB
<br />R
<br />26K6 STARTER
<br />JOIST
<br />(NO CAMB-
<br />o
<br />R)
<br />26K6 STARTER JOIST (NO CAMBER)
<br />,�
<br />�\
<br />NORTH
<br />AN IC1
<br />�\
<br />< < WIND SHEAR > >
<br />33 KIPS (SERVICE LOAD)
<br />7-;\ PnnR RPArAINI(, PI
<br />Srio1,
<br />If N C 1 N f 1N6
<br />PO Box 105E5
<br />Jerome, AZ 8%331
<br />PIN/FAX: Sm8-463-2256
<br />ENGINEER CERTIFICATION:
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE
<br />OF MINNESOTA.
<br />G
<br />SIGNATURE
<br />BERNIE STROH
<br />PRINT NAME
<br />14269
<br />LICENSE NO.
<br />07.02.26
<br />DATE
<br />Construction, Inc.
<br />Commercial Design and Construction
<br />1100 Mendota Heights Road Ph: 651-681-0200
<br />Mendota Heights, MN 55120 Fax: 651-681-0235
<br />Z
<br />0
<br />St NW, Ramsey, Minnesota
<br />N
<br />Q
<br />L J
<br />CO
<br />Copyright 2026
<br />Stroh Engineering, P.E.
<br />Structural Engineer: B STROH
<br />Drawn By: JRB
<br />Checked By: LL
<br />Revisions
<br />7/2/26
<br />ISSUE FOR PERMIT
<br />ROOF
<br />FRAMING
<br />PLAN
<br />Sheet Number
<br />S2 % SCALE: 1/16"=1'-0"
<br />Project No. 251003-4
<br />
|