HomeMy WebLinkAboutS511- STEEL ROOF FRAMING TYPICAL DETAILS�
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NOTES:
1. COORDINATE QUANTITV AND LOCATION OF ALL ROOF DRAINS W ITH PLUMBING AND
ARCHITECTURAL DRAWINGS.
2 COORDINATEROOFDRAINASSEMBLIESWITHPWMBINGCONTRACTORAND
PROVIDE AND INSTALL ALL STEEL FRAMING (AND GALVANIZED METAL SUMP PANS IF
REpUIRED)AS NECESSARV FOR COMPLETE SUPPORT OFALL ROOF DRAIN
ASSEMBLIES.
TYPICAL ROOF DRAIN SUPPORT
WITH OVERFLOW DRAIN
N.T.S.
T�SY
145-0"
HSSSx2x114 LLH, J
T86
HSSSx5x1/4
AT CONTRACTOR'S OPTION:
PROVIDE ERECTION BOLTS
BB�
�ar_o.
3 SIDES,
TVP 3/i6
(2) A5�2 GR 50 FITTED E%TEN�ED
SHEAR PL1/4 NS 8 FS�, il4" FlLLETS
SECTION
�
8 1 /2"
I eoo
I PER I
PLAN
y.l �
Oi
� ��� M
0�� ���
SECTION
ROOF
OPENING
�TVP
2 MIN
FOR ADDITIONAL
JOIST REINF SEE
"TVPICALJOIST
REWFORCING
DETAIC'
(FOR OPEN W GS 1 P' AND LARGER)
NOTE'. COORDINATE OPENING SIZE AN� LOCATION W ITH
CONTRACTOR REQUIRING THE OPENWG. FASTEN DECK TO
OPENING FRAME @ 6" OC MAX AROUN� FRAME PERIMETER.
TYPICAL ROOF OPENING
N.T.S.
POST SPA PER PLAN
—METAL DECK PER PLAN
—FITTED SHEAR TAB PER
CONNECTION ENGMEER WI
BEARING BOLTS (SEE NOTE)
T/STL
PER PLAN
TVP
-BEAM PER PLAN, TVP
NOTE'.
CONN ENGR TO INCLUDE M=+/-5 K-FT
ONBOLTGROUP,ACTMG
SIMULTANEOUSLV WITH SHEAR
REACTION SHOWN ON PLAN
ns��ias-o•
I
SEE
��qNI
ROOFDECK
PER PLAN
3/16I / &12
TI�T
PER PLAN
EOD PE
PLAN
JOIST OR BEAM SPACMG PER PLAN
STEEL JOIST OR BEAM
PER PLAN
� L4x4x1/4 FRAME
BIS�141 _0'
ASl2 GR50 PL 1/2"
CENTERED ON VERT HSS
� BEAM PER PLAN
BENT PL 1/4 x 3 x PLAN DIM CONT
NOTE: SEE PLAN FOR DECK ORIENTATION. TURN
VERTICAL LEG OF BENT PL UP WHERE REQD TO
AVOID CONFLICT W ITH PAFAPET SUPPORT STEEL.
SECTION
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
'�v�:���\i 1�.rvalMa=� .
DATE: O$�Z4�ZO
COL PER
NOTE:
BALANCE OF INFO PER 3l 5511.
SECTION - ROOF PARAPET AT COL
TVP
HORIZ MEMBERS: HSS5X2X1/4 LLH, TSB
PROVIDE FIELD SPLICES AS
NECESSARY FOR ERECTION
�
8112' li
ELEVATION
TISTL
PER PLAN
VERTMEMBERS�.
HSSSXSX�/4, TVP
NOTE:
CONN ENGR TO INCLUDE M=+/-5 K-FT
ON BOLT GROUP, ACTING
SIMULTANEOUSLV WITH SHEAR
REACTION SHOWN ON PLAN
BEAM PER PLAN
SIDEPLATE CONNECTION,TVP
MARK
Di I 1-0/2
STEEL DECK SCHEDULE
SUPPORT PERIMETER INTERIOR SIDELAP SIDELAP
��AUGE TYPE FINISH FASTENER SUPPORT SUPPORT FASTENER FASTENER
TYPE FASTENER FASTENER TYPE PATTERN
PATTERN PATTERN
20GA TVPEB PAINTED 5/8"DIA SEEBELOW 3614 #�OTEK 2PER
PUDDLE WELDS SCREWS SPAN
S
E�SJpF ��c\
�
�R�M���c��oJ��s�
P p9 S �� f
F PE� ..atE� E?�;
36/7 PATTERN
36/5 PATTERN
36/4 PATTERN
36/3 PATTERN
RePJ � P��� �
L��Q o�S�ePJEP
TEP Ec�ENEO
\l>FPS��SG o
PE
NOTES
SUPPORTFASTENER
TYPEPERSCHEDULE
SIDELAP FASTENER
TYPE AND PATTERN
PERSCHEDULE
� � BEAM OR
JOIST
m FASTENER RE�UIRED � �'.
AT ALL SIDELAP
SUPPORT POINTS
3" DECK FASTENER PATTERN DIAGR4M
SUPPORT
FASTENERS
@ EVERV ----------
RUTE
DECK PERPENDICULAR
TO SUPPORT
SUPPORT
FASTENERS
@ 6" OC MAX
DECK PARALLEL
TO SUPPORT
�
24" COVERAGE
24/4 PATTERN
NOTES:
1. FASTENTHROUGHMULTIPLESHEETSATALLENDANOSIDELAPS.
2. END L4PS SHALL OCCUR ONLV AT SUPPORT POINTS.
3. DECK SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION WHEREVER POSSIBLE W HERE THREE SPAN CONDITION IS NOT POSSIBLE, NOTIFV STRUCTURAL
ENGINEER PRIOR TO FABRICATION OF DECK 50 THAT EVAW ATION OF THE LESSER SPAN CONDITION(S) CAN BE PERFORMED.
STEEL DECK SCHEDULE
� �
L EOD PER PLAN
PLAN I I
DECK PER PLAN
KINKED BEAM PER PLAN
SECTION
COL PER SCHD
SUPPORTFASTENER
TVPE PER SCHEDULE
SIDELAP FASTENER
TVPE AND PATTERN
PERSCHEDULE
\�c`l?�� 1 OR M
�
m FASTENERREQUIRED � W.
AT ALL SIDELAP
SUPPORT POINTS
1-1/2" DECK FASTENER PATTERN DIAGRAM
9 8.8
EOD PERPLAN
PER
PLAN I � DECK PER PLAN I
BEAM PER
PLAN,TYP
�� SECTION
5511 N.T.S.
CCORNERSTONE
■■
� �M�R CR\
■ STRUCTUREPOINT
nc
■
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
S511
L4x4x1/4 TVP EA SIDE
Project Number 2019.00780
STEELROOF
FRAMING TYPICAL
DETAILS