HomeMy WebLinkAboutS502- STEEL FLOOR FRAMING DETAILS AND SECTIONSQ
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PROVIDE STANDARD
HOOK IF OPENING IS LESS
THAN 2'-0" FROM EDGE OF
SLAB. TVP �O
T'CLR.TVP � '/
OPNGI �
DEPRESSION
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2" CLR,
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BENT BAR DIMENSIONS
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SMALL OPENING LARGE OPENING
(2'-0" x 2'-0" MAX) (LARGER THAN 2'-0" x 2'-0", UNO)
REINFORCEMENT AT OPENING/DEPRESSION
TYPICAL ADDITIONAL SLAB ON METAL DECK REINFORCEMENT AT RE-ENTRANT CORNERS
BARS ON BOTTOM LAVER ARE
SHOWN DASHED FOR CLARITY
2-12
#6x(OPENINGLENGTH+Ld -
EA SIDE OF OPENING), TVP
W ELD BAR TO COLUMN IF Ld
BAR EXTENSION IS NOT
POSSIBLE Dl1E TO CONFLICT
W ITH COLUMN
SECTION
�HEADED STUDS
W HERE IN�ICATED
d
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1" CLR,
TVP
- CONT BENT PLATE
1/4 x T x(PLAN DIM -1")
BEAM PER PLAN
MFlLL WITH CONCRETE
AFTER STAIRS ARE
ERECTED
3/exfi x 0'-10" BASEPLATE
W/ (2) 3I8" DIA ADHESIVE
ANCHORS (3412" EMBED)
SLAB PER PLA�
TSLAB
PER PLAN
9" TVP, UNO
FV TO CONFIRM FACE OF
HSS IS ALIGNED TO
ALLOW SHAFT LMEAR
PANELTOPASS
UNOBSTRUCTED
BEAM PER PLAN
PLi/2x3 x 0'-6" NS 8 FS W ITH 13116" x 2-V2" �
VERT SLOT AND 3/4" DIA A325 BOLT
(13116" DIA HOLES IN HSS) SHIP W ITH
PLATES SHOP BOLTE� TO HSS
CONNECTION AT FLOOR SLAB
1"TVP, UNO
FV TO CONFIRM FACE OF
H55IS ALIGNED TO
3/Bx6x0'-0�"BASEPLATE ALLOWSHAFTLINEAR
WI (2) 3/8" DIA ADHESIVE PANEL TO PASS
ANCHORS(3412"EMBED) UNOBSTRUCTE�
H55 PER PLAN
TISLAB
PER PLAN
�VATOR PIT - SEE
FOUNDATION PLAN
EDGE
2-
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EDGE
REINFORCEMENT AT COLUMNS
1"CLR HSS TO DECK
u���i
ROOF DECK PLi/2x6 NS & FS W ITH
PER PLAN i � 13116" DIA x 2-1/2" VERT SLOT AND
3/4" DIA A325 BOLT (13/18" DIA
HOLES IN HSS) SHIP WITH PLATES
BEAM PER SHOP BOLTED TO HSS
PLAN I I
31i6
TVP
31i6
TOP CONNECTION AT ROOF FRAMING
RELEA5E0 FOR CONSTRIICTI�N NNECTION AT PIT WALL
Su6jec� �o compliance with all regula�ions
ofS�a�eantlLocalCodes AENTAL GUIDE RAIL SUPPORTS
City of Carmel
`v�:����i 1�.rvalMf�
DATE: O$�Z4�ZO
3I16
31i6
BASE CONNECTION
AT STEEL SUPPORT
CORNER
swa EocE
LR
TIE ADDITIONAL
REINFORCEMENT TO
BOTTOM OF W W R
rr
P_6.
0
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ADDITIONAL REINFORCEMENT PLACEMENT
AT SLABS ON METAL DECK WITH W WR
ADDITIONAL REINFORCEMENT
�
U
SLAB EDGE OR -
CONSTRUCTION
JOINT, TVP
FQ
RE-ENTRANT CORNERS
OPENING PER PLAN
rc
U
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1
— (2) � BAR x 2•_6••
TVP
WALL OPENINGS
PLAN
SEE I SEE
TVP,BE
PL
NOTES'.
1. VERIFVALLOPENINGS(INCLUDMGPIPINGICONDUITPENETRATIONS)NOTSHOWNON
STRUCTURAL DRAWINGS WITH THE STRUCTURAL ENGMEER PRIOR TO CONSTRUCTION.
2 REINFORCEMENTSHOWNONTHISDETAILISINAODITIONTOALLOTHERINDICATE�
REWFORCEMENT,UNO.
3. CONCRETECONTRACTORSHALLSECURELVCHAIRALLREMFORCEMENTPRIORTOCONCRETE
PLACEMENT AND MAINTAIN PROPER REINFORCEMENT POSITIONING THROUGHOUT THE
CONCRETEPLACEMENT.
a
�
L PLi 12x3x6 NS 8 FS W ITH
131i6" �IA x&1/T' VERT SLOT AND
3l4" DIA A325 BOLT (13/i 6" DIA
HOLES IN HSS) SHIP W ITH PLATES
SHOP BOLTEO TO H55
TOP CONNECTION
ATSTEELSUPPORTfCENTEREDI
... S FS W ITH
13/i 6" DIA x 2-0/2" VERT SLOT AND
3l4" DIA A325 BOLT (131i6" DIA
HOLES IN HSS)
TOP CONNECTION
AT STEEL SUPPORT (ECCENTRIC)
NOTES:
1. SEE PLANS FOR FR4MING CONDITIONS AT BASE AND TOP OF H55.
2. COORDINATE LOCATIONS OF ALL REQUIRED SUPPLEMENTAL SUPPORTS
WITH ELEVATOR CONTRACTOR AND SHAFT WALL CONTRACTOR PRIOR
TO INSTALLATION.
SUPPLIER
STAIR ATTACHMENT DETAIL
rv.i.a.
rc��r�e�nr
PLAN
�
PLAN,TVP
PLi/4 x SLAB THICKNE55
. .,.iEAR TAB
PER CONNECTION
ENGINEER,TVP
SECTION
CCORNERSTONE
� ■
� �M�R CR\
■ STRUCTUREPOINT
�,�
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
�(/ +�t-
m: No.
q�11200647
9 � STFTE Of /
��5�'1 vZo`L
I �
CERTIFIED BY
ISSUANCE INDEX
DATE:
�$.22.2020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
S502
O
SHAFT L W ER PER
ARCH
GUIDE RAIL I �ii
SUPPORTTUBE i 5/i6 SHOPWELDAT
FABRICATOR'S
i i 5/16 OPTION
HOISTWAY
PROVIDEFIREPROOFINGAT �i I 1"T-PLATEASSEMBLVBVSTEELFABRICATORAS
BACK SIDE OF ASSEMBLV REQUIRED BV ELEVATOR SUPPLIER. COORDINATE
AND FIRESTOP CAULKING I i SIZES AND LOCATIONS W ITH ELEVATOR SUPPLIER.
AROUND ENTIRE INSTALL HOISTWAV FACE OF T-PLATE FLUSH WITH
PERIMETER OF PLATE AS HOISTWAV FACE OF SHAFT LINER, UNO.
REOUIREDTOMAINTAIN (ATCONTRACTOR'SOPTION'.WHENDISTANCE
HOISTWAV FIRE RATMG. FROM FACE OF HSS TO HOIST WAV FACE OF STEEL
SEE ARCH. PLATE IS 2" OR LESS, USE SWGLE FULL-THICKNESS
PLATE INSTALLED DIRECT TO H55IN LIEU OF T-
PLATE ASSEMBLV.)
STRUCTURAL STEEL BIDDING NOTE:
IF ELEVATOR INFORMATION IS NOT FINALIZED ATTIME OF BIDDING, INCLUDE IN
THE BID NOT LESS THAN 4 T-PLATE ASSEMBLIES PER ELEVATOR AT EVERV
STORV W HERE GUIDE R41L SUPPORT TUBES OCCUR.
GUIDE RAIL BRACKET T-PLATE SUPPORT
�2-18
STAGGER
2-18
� T V
PER PLAN
TISTL
PER PLAN
`SEE PLAN FOR
DECK
ORIENTATION
BEAM PER PLAN
FO
INTERIOR
Project Number 2019.00780
STEEL FLOOR
FRAMING DETAILS
AND SECTIONS