HomeMy WebLinkAboutS-100 - PARTITION WALL FRAMING PLAN1.�7�.�. i i �.�. l�
MISCELLANEOUS:
The structure and its severol ports hove been designed for the in-service loads
only. The methods, means, procedures, and sequences of wnstruction are the
responsibility of the Contractor. The Contractar shall take all necessary
precautions to insure sofe working conditions ond muintoin the integrity of the
structure during all stages of construction. The adequacy of the design of
temporary bracing, shoring, etc. is the contractor's responsibility.
S7RUCNRAL S7EEL:
Structural steel detailing, fabrication, and erection shall conform to the AISC
"Allowable Stre55 Design SpecificotiOn fOr SfructurGl Sfeel Buildings�,
latest edition with amendments, and the AISC "Code of Standard Practice for
Steel Buildings", latest editian with amendments.
Structural steel rolled shapes, except plates, shall conform to ASTM A 992,
Grade 50 (Fy = 50 ksi), unless otherwise noted. Plates, angles and channels
shall conform to ASTM A36.
Structural tube steel shall conform to ASTM A 500, Grade B(Fy = 46 ksi).
Anchor bolts shall conform to ASTM A 36, unless otherwise noted.
Erector shall maintain adequate temporary bracing in each direction until
diophrogm ond luterul broce construMion is completed.
Unless otherwise noted, bolted connections for structural steel members shall be
mode with 3/4" diameter high strenqth bolts, conforming to ASTM A325.
Except as noted, bolted connections shall be tightened to the snug tight
condition. Bolted connections where used in wind brace elements shall be
tightened using the tum-of-nut method. ConneMions sholl conform to the
Specification for Structural Joints Using ASTM A325 or A490 Bolts', approved
by the Research Council on Struchral Connections of the Engineering
Foundation.
Welding p�ocedures shall conform to the latest edition of the American Welding
Societys Structural Welding Code for Steel ANSI / AWS D1.1", 'Reinforcing Steel
ANSI / AWS D1.4', and "Sheet Steel ASNI / AWS D1.3".
Welded connections using ASTM A572 steel as a base metal shall be made with
E70XX Low Hydrogen electrodes. Unless otherwise shown or noted on the
drawings, other welded connections may be made with standard E70XX
electrodes.
Surfaces within 2-inches of any field weld shall be free of materials that would
prevent proper welding or produce toxic fumes while welding is being done.
Splicing af structurol steel members where not detailed on the controct
documents is prohibited without the prior approval of the Structural Engineer as
to location, type of splice and connection to be made.
Beams shall be cambered upward where shown on the contract documents.
Where no upward camber is indicated, ony mill Camber Shall be detoiled upward
in the beams.
The Stru<turol Steel Contro<tor sholl prepore detailed working or shop drowings
to enable him to fabricate, erect and construct all parts of the work in
accordance with the drawings and specifications and shall submit one
reproducible copy and one blue line copy to the Structural Engineer for approval.
These shop drawings will be reviewed for design concepts expressed in the
contract documents only. The Contractor shall be responsible for all
dimensions, acwracy, and fit of work.
RELEA5E0 FOR CONSTRUCTION
Suhjec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
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DATE: 06�3��20
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I. (Hn INDICRTES HUN6 TRU55; T/TRU55 EL: +I6'-O" 3 5� ARCH.
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J� B/METAL DEGK
EL. FIEID VERIFY
EXISTIN6 ROOF FRhMIN6
TO RB^IhIN (TYPJ
J� BOTT./STEEL EL: +12'-5
Y VERIFY IN FIELD
J� GEILIN6
EL: +21'-I"t SEE hRCH.
J� T/TRUSS
EL � +16'-O"t SEE ARGH.
in"o rr�aceo R�
(4 PER TRLl49)
2" x 2" AN6LE &4)
2" 9GUhRE CROS9 ., � �.
(I/4'9 GORNER RADIUSRJ
[6061 6T ALUMINUM]
L 4z4z1/4x6�-4" �
GTR. BETI�N JOI8T5
LOCATE PER TRW'9 SJPPLIER
PENDANT LIGHT FIXTURE
SUPPORT ChBLE hND
ATTAGHMENT BY MANUFAGTURER
�SEE ARGH.
hl
LOORD HOLE SIZE AND LOGATION
9EE LIGHT ".AIPPLIER/ARGH.
TYPIG�L PEND�NT LIGHT
FI XTURE SUPPORT DET,�I L
SGhLE: 3/4" = I'-O"
� SEGTION
1/1/1 9G�LE: 3/4' � I'-d'
VV
SLALE: 3/4" = I'-O"
NOTEB:
1MPROVIDED f DESIGNm BY: AUTOMATIG DEVIGES CAMPANY, ALLB�ITOWN, Ph.
,Yf5ECU2E ENDS TO EXISTIN6 LGMF WALLS WITH 0.1P ANGLES APID SELF TAPPIN6
SCREWS AS N�m.
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EL. FIELD VERIFY
J� BOTT./STEEL EL = +�'-9"3
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$HEETTITLE�.
PARTITION WALL
FRAMING PLAN
SHEETNO:
S100