HomeMy WebLinkAbout06 S200 Structural Steel Plan.pdf2.594
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1�2' STEEL �
P�aTE "'
PLAN �
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SECTION
24K9 HEAVY DUTY DEfAIL
SCALE NO SCALE
e�iNC Pu�� �Era�s O
SCALE: 1 "= 1'-0"
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3/8" STEEL N 4'� BEARING -
PLATE � 5/16
� 5/16
PL4N
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SECTION
TYPICAL REAR JOIST
BEARING PLATE DEfAILS
sca�E: i "= i'-o"
�• IYPICAL BAR JOIST BEARING
� oN e�oac wnu oera�
sca�e ��2-= r-o°
3/8" STEEL N
p�aTE � ROOF TOP UNR FRAMING SIZES:
� ALL DIMENSIONS ARE INSIDE FRAMING
PLAN DIMENSIONS FRAMED WITH
� �/z°x i i/z"x 3�a° nNC�Es
� � � 3'-o is�is"x 5'-� �/8"
2� 3'-0 15�16"x 5'-7 1�8°
SECTION
�3 3'-0 15�16"x 5'-7 1�8"
iYPICAL REAR JOIST
BEARING PLATE DETNLS � 3'-o is/ie"x 5'-� i/s"
SCALE: 1"= 1'-0°
� 3'-0 15�16"x 5'-7 1�8"
� 3'-0 15/16"x 5-7 1/8"
� 4'-1 3/4„x 6,_6„
11 1�8"x 3�8" PLATE STEEL
CONTINUOUS AT ALL WINDOW
OPENINGS (TYPICAL)
TYPICAL PLATE STEEL AT
WINDOW LINTELS DEfAIL
SCALE: 1 �2"= 1'-0"
T�._. �,a
building Ilne
REAR BEARIN
15'-4° A.F.F.
17"-0° AF.F
I FRONT BEARING HT.
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W18x 35 � W18x 60 W18x 35
BEARING HT.= � BEARING HT.= BEARING HT.= -
+9'-4" AEF. +9'-4" A.F.F. +9'-4" A.F.F.
TS 4"x 4°x 3�8°
� � BFARWG HL=
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REAR BEARING HT.
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SRtUCR1RAL SIEEL FRAMING B
UM0. piVATION
SCALE 1/8°= 1'-0" swoszoo
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ALL STRUCTURAL STEEL COLUMNS SHALL
BE EXTENDED TO 8' BELOw FIN. FL. I o�
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SR2UCNRAL STEEL FRAMING p
ELEVA710N SECTIIEON
SCALE: 1/8"= 1'-0" szoo szw
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BEARING HEIGHT BEARWG HEIGHT
9'-4" AF.F. 9'-4" A.F.F.
.F. sioo^smo U °
17'-7 3/8" 9n' n'
TS 4'k 4"x 3/8"
CROSS BRACING
W18x 60
3�8"thick x 11 1�8"
STEEL PLATE (typ
CONTINUOUS ALONG
FRONT WALL
RFAR BEARING HT.
i6'-0" A.F.F.
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BEARMG HT.=
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AND TEEL CO UMN �-� � m 6,
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FR�
� � W18x 35 � � W18x 60 � 19
BEARWG HEIGHT BEARING HEIGHT
WSTALL 3"x 3°x 1/4° ANGLE
BETWEEN THE TWO BEARING
HEIGHTS �
9, 4„ AF.F. 9, 4° AF.F. LQ�DING:
STRUC7URAL SIEEL FRAAIING �
LINIEL ELEVAiION
SCnLE�. 1/8"= 1'-0° szooswo
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29'-7
TS 4"x 4"x 3/8"
CROSS BRACING
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N
LNE LOAD 10 Ibs
DEAD LOAD 5 Ibs
SNOW LOAD 25 Ibs
STRUCTURAL STEEL
FRAMING PLAN
scn�E: �/a"= �'-o"
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9
� a�
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3�S°thick x 11 1�8° �NO7CH PLATE TO PASS '
sree� P�are (typ) nROUNO co�umN (typ) Q
CONTINUOUS ALONG m
FRONT WALL
i
II FRONT BEARING HT.
19'-4' AF E
II
� 9'-4' AEF.
NOh: � °'
ALL STRUCTURAL STEEL COWMNS SHALL
BE EXTENDED TO 8" BELOW FlN. FL I�
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VERSATILE
CONSTRUCTION
GROUP, LLC.
5]0 Eas� im<y Foatl. Suite fi10
Nerv WMtelon�, Intllono 9fi184
PF 3P.53535J9 Fac ]1I.5353581
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SR2UCRIRAL SIEEL FR�WING �
ELEVATION SECTION
SCALE- 1/8„_ 1. 0.. swos2w
Job No- Date Stamped-
13039 02�18/14
Drawn By. Checked By: Scale:
caw tab 1�8°—Y 0,•
CAD FlLE
e��i3o3e��zoo �w�t��ai ��eei pia�dwg
�\h��N�'A e��F� ��
= No.
_� 19700309 *
i.�A STniEOF ��
CERTIFIED BY:
THIS DRAwING IS THE PROPERiY OF
VERSATILE CONSTRUCTION GROUP LLC
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESGRIBED HEREIN.
sxeEr rrt�e�.
S 200