HomeMy WebLinkAboutS-209G-GARAGE-STAIR-TOWER-PLANS,-SECTIONS--DETAILS— ROOF DECK, SEE PLAN
�
- ELEVATOR HOIST BEAM, SEE
PLAN. VERIFV BEAM
ELEVATION AND LOCATION
WITH ELEVATOR MNFR'S
RE�'TS. BEAR ON CMU WALL
AT EACH END PER TVP. BEAM
BEARING ON MASONRY DETAIL.
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— CONT. 3/8" x] 1/Y EM BED
PLATE W ITH 1/2" DIA. x 5"
LONG H.S. AT 24" O.C.
— ROOF DECK, SEE PLAN
� � T/BEAM EL
SEE PLAN
— BEAM,SEEPLAN. BEAR
ON CMU WALL PER TVP.
BEAM BEARING ON
MASONRY DETAIL.
BOND BEAM W ITH
(2) k5, CONT.
CMU WALL, SEE PLAN
.
il4
COWMN, SEE PLAN
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2Y 6" -1• 6" 24• 0"
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. � � SEEARCH.
3/4" THICK EMBED PLATE
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LONG H S
I � BEAM, SEE PLAN �� — CONCRETE BEAM, SIZE
� ROOF DECK, SEE PLAN HSS10X10XSI8— I I AND REMF. PER PLAN
ANDSCHEDULE
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48" O.C. MAX.. TVP. ' � ' \
CMU WALL, SEE PLAN � CONCRETE COLUMN,
CURTAINWALL,SEE ���p�_ g��p� g��p� _���p�� SIZEANDREINF_PER
ARCH.DWGS. � � PLANANDSCHEDULE
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SEE PLAN I
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SEE PLAN �
,
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RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
� ,�,,,�,�:,��ti�a �
onrE: 09/19/19
,; , SECTION
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1/2" THICK BENT PLATE
� I
"��""" C SEE PLAN
T/�SEE PLAN
il2" THICK BENT PLATE
� —
� 5�15 �R , ROOFDECK,SEEPLAN
�TBEAM EL
SEE PLAN
4M (SLOPED),
a�E PLAN
� BEAM,SEE PLAN
— il2"DIA.HILTIHASRODAT24"
OL.MAX.ANCHORTOBOND
BFAM USMG THE HILTI HIT-HY
2�0 SYSTEM (41/2" EFF. EMBED)
CONT. L4x4x3/8
� BOND BEAM W ITH
(2) #5, CONT.
= CMUWALL,SEEPLAN
5 , SECTION
�. 5�20:G :: �.. _ �. Q..
rlNi 0(168'-'� 12X14(168'-'� .
_ — - — _ — _ _ — _ — _ — _ — _ — _
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(B/HSS EL= � . � O
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13
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ROOF DECK, SEE PLAN
�
TVP. EE OF
'-�� 3/16 ANGLE
't.. T/BEAM EL.
� SEE PLAN
— BEAM,SEE PLAN
'� L2x2x1/4AT36"
O.C. MAX
— BOND BEAM WITH
(2) i15, CONT.
/t��.. T/WALLEL.
" � SEEARCH.
, — 1/2" DIA. HILTI HAS ROD AT 24"
O.C. MAX. ANCHOR TO BOND
BEAM USING THE HILTI HIT-HV
, 2]0 SYSTEM (4 VY EFE EMBED)
ROOF DECK, SEE PLAN
t. T/BEAM EL
.. 7 SEE PLAN
31i6
— CONL L4x4x3/8 '— BEAM, SEE PLAN
— SIS"x6"x8" BEARING PLATE
W ITH (2) 1/2" DIA x 6"
LONG HEADED STUDS
CMU WALL, SEE PLAN
FOR BALANCE OF INFORMATION, SEE TYP.
BEAM BEARING ON MASONRV DETAIL.
fi , SECTION
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►
CAP PLATE,MATCH —
THICKNESSOF � I
BEAM FLANGE
3/8" THICK SINGLE PLATE
SHEAR CONNECTION
1/4 W ITH (2) 3/4" DIA. BOLTS
�� � t��, T/BFAM EL.
� SEE PLAN
I _ �
EDGE ANGLE AND ROOF DECK
NOT SHOW N FOR CLARIiY
BEAM WITH MOMENT
CONNECTION, SEE PLAN
WT9x11.5.
LENGTH =COLUMN
WIDTH+1".
COLUMN,SEE
PLAN
, , TYP. MOMENT CONNECTION DETAIL
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EOD CONNECTIONOFCURTAINWALLTO
SEE PLAN STRUCTURE TO BE DESIGNED BY
CURTAINWALLMNFR. CONNECTION
� SHALLTRANSFERLATERALFORCE ONLV
� ' INTO THE SUPPORTMG STRUCTURE.
j — V2" THICK BENT PLATE
/ • ROOFDECK,SEEPLAN
5/16 �2 8
e � � _ _ _ _ _ _ _ _ _ _ _ � TBEAM EL.
SEE PLAN
I
— BEAM. SEE PLAN
10 VY
EOD
11
S 209G
3 , SECTION
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EOD
SEE PLAN
4 . SECTION
SdffG:�' �.._�.Q..
CURTAINWALL, SEE
ARCH.DWGS.
CONNECTION OF CURTAINWALL TO
STRUCTURE TO BE DESIGNED BV
CURTAINWALLMNFR. CONNECTION
SHALLTRANSFERLATERALFORCEONLV
INTO THE SUPPORTING STRUCTURE.
1/2" THICK BENT PLATE
•��6 2 a ROOF DECK, SEE PLAN
� � T/BFAM EL
SEE PLAN
BEAM,SEE PLAN
CURTAINWALL, SEE
ARCH.DWGS.
BEAM,SEEPLAN
ROOF FRAMING PLAN NOTES
O INDICATES NOTE REFERENCED IN PLAN
1. SEEGENERALSTRUCTURALNOTES�5100)ANDTYPICAL
FRAM ING DETAILS (5601) FOR ADDITIONAL INFORMATION.
2. TISTEELELEVATION=VARIES,SEEPLAN.
3. VERIFVALLDIMENSIONSWITHTHEARCHITECTURAL
DRAWINGS.
'q 1 ROOF DECK SHALL CONSIST OF 1 1/2", 22 GA., W IDE RIB,
�� PAINTED STEEL ROOF DECK (VULCRAFT DECK TYPE L5B22
OR APPROVED EQUNALENT). FASTEN DECKTO SUPPORTS
AS FOLLOWS:
AT SUPPORTS: 36/4 PATTERN, 5/8" DW. PUDDLE W ELDS
ATSIDELAPS (3)#10TEKSCREWS
AT PARALLEL
ATTACHMENTS: 5/8" DW. PUDDLE WELDSAT 1Y O.C.
�5.:� ROOF DECK SHALL CONSIST OF 3", 20 GA., W IDE RIB,
�- PAMTEDSTEELROOFDECK(WLCRAFTDECKTVPE3N20
OR APPROVED EQUNALENT). FASTEN DECK TO SUPPORTS
AS FOLLOWS:
AT SUPPORTS 24/4 PATTERN, 5I8" DIA. PUDDLE W ELDS
ATSIDELAPS: (4)#10TEKSCREWS
AT PARALLEL
ATTACHMENTS: 5/8" DIA. PUDDLE WELDSAT 12" O.C.
6. � INDICATESMOMENTCONNECTION,SEETVPICAL
MOMENT CONNECTION DETAIL.
ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Meridian Street
Carmel, IN 46032
317-705-5050
Architect
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
3� 7-633�040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317324-6024
Mechanical / Electrical Engineer
Heapy Engineering
3850 Priority Way S. Dr. #204
Indianapolis, IN 46240
317-571-8795
Civil Engineer
Civil & Environmental Consultants, Inc.
530 East Ohio Street G
Indianapolis, IN 46204
371-655-7777
SEAL � DATE O6/21/19
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SHEETISSUE
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saeurric�ur�+esen,eu "�'0rw�nrsarwvvw�nr,;rvoamewrvise:�x�e.
PROJECT NO. 18087.001
SHEET TITLE
GARAGE - STAIR
TOWER PLANS,
SECTIONS & DETAILS
SHEETNUMBER
S-209G
I � BEAM,SEEPLAN