HomeMy WebLinkAboutS203- ENLARGED SCREEN WALL FRAMING PLAN�
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BISTL = 144'-3" 6 ROOF COL 3IS203 B/STL = 144'-3" I
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BISTL = 744'3" i i HS58x8x114, TVP
BISTL = 146'-00" I I 6/STL = 144• 3•• �
8/STL = 149• ]" 6/STL = 146'-10" I
� i BISTL = 149'-T,
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BISTL = 144'-3" 6/STL = 144'-3" B/STL = 144'3"
BISTL = 146'40" BISTL = 146'-10" e/STL = 146'-10"
BISTL = 149, T• BISTL = 149' 1•' B/STL = 149• ]••
ENLARGED SCREEN WALL FRAMING PLAN
1I8•'_ 1'-0"
SCREEN WALL FRAMING ELEVATION - NORTH
,�4.. _ „��.
CL OF H55 PER
PLAN
PL1I4x6x0'-11" I
BEAMPER--�I' �
PLAN,TVP
r► B/HS� I
PER PLAN � i
� BIHSS
� PER PLAN
ERECTION BOLT,
TVP
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: O$�Z4�ZO
/�
3 SIDES
1/4
CAP PLi/2
1/4
L4x4xi12 x 0'-10"
COLUMN PER PLAN
L4x4x318 x 0'-00"
L4x4xi12 x 0'-10"
BENT PLATE CLOSURE PER
"WLUMNTHROUGHROOF
DETAIL"
1/4
NOTES:
1. ALL STEEL AeOVE THE ROOF SHALL BE HOT-DIP GALVANIZED. AFTER STEEL INSTALLATION IS
COMPLETE, REPAIR ALL DAMAGE TO GALVANIZED COATING, INCW DING FIELD W ELOS, WITH WLD-
GALVANIZING REPAIR COMPOUND.
2. PROVIDE MIN 7/4" THICK END CAPS AT ALL HORIZONTAL HSS, UNO.
3. PROVI�E ROUND VENT HOLES AS REQUIRED FOR GALVANRING IN BOTTOM SURFACE OF INSTALLED
HSS. SHOP-INSTALL PERMANENT W EATHERPROOF SEAL PW GS AT ALL VENT HOLES IN HSS.
ROOF SCREEN DETAIL
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SCHD
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� 5'-] 1/4• 18•_ 2••
� HSSBXBXil4
B/$TL 149' - T' ❑
HSSBXBXil4
BISTL 14fi'- 10" COL PER SCHD
COL PER
SCHD HSSBX8%1/4
B/STL 144• 3,• z I❑
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� DECK PER PLAN o r i
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SCREEN WALL FRAMING ELEVATION - SOUTH
:V� 114�-1�-V�
�
EDGEOFCOLUMN �
FLANGE �
1
METAL ROOF DECK �
L2-1/2x2-1/2x3/i6 DECK
SUPPORT ANGLE AS
REQUIREO
WELD
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NOTE: ROOFFRAMING
OMITTEO FOR CLARITV
ELEVATION
TYPICAL COLUMN THRU ROOF DETAIL
N. I J.
PER
CLOFHSS P�N
PLV4x6x0'-10" � � �
CAP PLilB, PIPE OR HSS
MIN
V8
INTERSECTION
CAPPLil8, RECTANGULAR CAPPLilB, PIPEIROUND
MIN HSS MIN HSS
1I8 1/8
GOLUMN/BRNCE
RECTANGULAR PIPEIROUN�
HSS HSS
CAP PLi/8. CAP PLi/8.
MIN — — — MIN — —
1I8 1I8
NOTES:
1. PROVIDE CAP PLATES AT ALL EXPOSED ENDS OF ALL HSS AND PIPE MEMBERS.
2. PROVIDE CAP PLATES FOR ALL COW MNS WHETHER EXPOSE� TO VIEW OR NOT.
TYPICAL HSS / PIPE CLOSURE PLATE DETAIL
N.I.J.
HSS MEMBER
PER PLAN,TVP
AS]2 GfE50 �" x 20" x 1" BASE PLATE
W ITH (4) 1" DIA A325 BOLTS
TISTL h
PER PLAN
NOTES:
1. ALL STEEL ABOVE THE ROOF SHALL BE HOT-DIP GALVANIZE�. AFTER STEEL INSTALLATION IS
COMPLETE, REPAIR ALL DAMAGE TO GALVANRED COATING, WCLUDING FIELD WELDS, WITH COLD-
GALVANIZING REPAIR COMPOUND.
2. PROVIDE MIN 1/4" THICK END CAPS AT ALL HORIZONTAL HSS, UNO.
3. PROVIDE ROUND VENT HOLES AS REpUIRED FOR GALVANIZING IN BOTTOM SURFACE OF INSTALLED
HSS. SHOP-INSTALL PERMANENT WEATHERPROOF SEAL PWGS AT ALL VENT HOLES IN HSS.
ROOF SCREEN DETAIL
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3 SIDES
W W MN PER PLAN
L4x4x318 x 0'-B"
ERECTION BOLT, TYP
L4x4xi12 x 0'-8"
HSSMEMBER
PER PLAN, TVP
�1 HSS WELD DETAIL
5203 N.T.S.
CCORNERSTONE
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■ STRUCTUREPOINT
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CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
� +r
m: No.
q�11200647
9� STFTE Of /
�OSI��
CERTIFIED BY
ISSUANCE INDEX
DATE:
05.22.2020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
Project Number 2019.00780
ENLARGED SREEN
WALL FRAMING PLAN,
ELEVATIONS AND
DETAILS
S203
� 29. 4'. I 29• 4'. I.
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V PER PLAN �''i � CAP PLi/2
BEAM PER PLAN , TVP
. . I . L4x4x1/2x0'-10'•