HomeMy WebLinkAbout0541.95.16k
a
EAVE HEIGHT
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, 1 ;
BUILDING SYSTEM FRAMING
SCALE: 1 /8" =1 ' -0"
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NOTE:
BUILDING SYSTEM DESIGN TO BE
SECTION pRE�E�NGINEEREDRMETAL BUILDING
SYSTEM SUPPLIER, SEE SPEC.
SECTION 13122
METAL SIDING RIGID FRAME END WALL
GIRT LINE
METAL SIDING
o
GIRT LINE 1 1
0 � g METAL SIDING g
TYPICAL. REINFORCEMEI
ALL EXTERIOR YASONF
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2 1
S--2 S -2
WINDOWS
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SEE
ELEVATION
16
A11
DCK
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EXPANSION JOINT
PLAN DETAIL 4 COLUMN
PRE - ENGINEERED METAL BUILDING
SCALE: 1/16"=l'-O' SYSTEM SUPPLIER, SEE SPEC.
SECTION 13122
E
OF
N
The
ROSK I
i
Group, Inc.
ARCHffCTURE
ENGINEEFtING
PLANNING
7001 K ORANAM ROAD. MIRE 105
mokm p". IN Nt2i!
PHOME. (317) 540-8441
FAX: (317) 80 SW
No.
*' 4177
STA ff
�i\ � •xNR� - 1�
COMM NO: 9506
DATE: 4/14/95
DRAWN BY: M.S.Y.
CHECKED BY: F.S.Y.
REVISIONS
...
Carlstedt . Dickman, Inc.
General Contractors
#4 DOWEL ROD 0 4' -0" O.C. IN ~
W/ ONE END GREASED SAWN JOINT 7= .
METAL SCREED JOINT
CONCRETE SLAB
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CONCRETE LAB COMPACTED GRANULAR FILL (��
COMPACTED GRANULAR FILL u �/
SAWN CONTROL JOINT
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CONTROL JOINT DETAIL C.J DETAIL (S.C.J.) 9
IN ANCHOR O
SCALE: 1 1/211=1 0 SCALE: 1 1 /2 -1 -0
EXPANSION JOINT z >=
CONTROL JOINT (C.J.) Qn
v)
COLUMN BY BUILDING 6 1j ® o
-ACTURER S -2 1/2- EXPANSION JOINT `===
SEALANT 1/2" PREFORMED EXPANSION
EXPANSION JOINT JOINT MATERIAL n n 0
C.J C.J. CONCRETE SLAB z
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STEEL COLUMN B � � n
MANUFACTURER °°
ETE GRADE BEAM C.J. C°o °C <
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SCALE: 3/4" =1 ' -0" S -2 SCALE: 3/4!'=1'-O" S -2 SCALE: 3/4" =1' -0" S -2 SCALE: 1"=1'-O"
` - CMU WALL WHERE APPLICABLE
/ —METAL SIDING SEE SHEET A -5
EXTERIOR SLAB /STOOP AT 1/
DOORWAY, SEE SHEET A -1 I i 4 - #4 TIES
AND SITE PLAN I 0 4' -0 "-
1 /2" PREFORMED EXPANSION 4" 4" 1 /2" PREFORMED EXPANSION i i i BASE ANGLE (RAM SET)
JOINT JOINT -
SLOPE i
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CMU WALL, SEE FLOOR
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THICKENED SLAB DETAIL
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SCALE: 1"=1 0-Off
EXPANSION JOINT
PLAN DETAIL � COLUMN
SCALE: 1"=l'-O"
- -- --- 1- l/-- I- - - - - -- -
METAL COLUMN
CONCRETE SLAB
NON- SHRINK GROUT
ON ETE SLAB W/ 8 - #6 W/ STD. 10 #4 BARS
a 6x6 10 10 W.W.F.
4" CONCRETE SLAB W/ ° , j ` . / °. HOOKS AS E.W. (TOP) _
6x6 10/10 W.W.F. PROVIDE THICKENED SLAB �' SHOWN
a a: c
t e
DOWELS 0 16" O.C., FOR CMU WAL WHERE ' v
V-6" APPLICABLE SEE TYPICAL ° " ►�
DETAIL K 5
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V-601 S -2 a
d
CONCRETE GRADE BEAM W/ CONCRETE GRADE BEAM W/ • • • a 4 •. •
2 - #4 BARS TOP & BOTTOM • 2 - #4 BARS TOP &BOTTOM °�
d • 4 -1 " 0 BOLTS W/ HEAVY HEX NUT, TACK 44 J 9 - #7 BARS
THREADED END (HOOK WELD TO ANCHOR U < E.W. (BOTTOM)
IS NOT ACCEPTABLE) BOLT
8' -0" SQUARE _
GRADE BEAM DETAIL
DOOR OPENING 4 GRADE BEAM DETAIL 3 FOOTING DETAIL (F2)
SCALE: 1 " =1' -0" S -2 SCALE: 1" =1 ' -D" S -2 SCALE: 3/4" =1 '--0"
COMPACTED GRANULAR FILL n n n
EXPANSION JOINT DETAIL r6 (� �
SCALE: 1 1/2 " =1' -0" S -2
0
�O
5 " 8 1/8" BASE ANGLE (RAM SET)
4 - #4 TIES
0 4'-0" '
CONC. SLAB
�� ... NON- SHRINK GROUT
o
EXP. JT —"'� e ° GRADE BEAM BEYOND
11 - #4 BARS
8 - #6 W/ STD. _
HOOKS AS I E.W. (TOP) SHEET TITLE
SHOWN
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a STRUCTURAL
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d 4 L_ J 4 `�'
d DETAILS "
Q v
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d
4 -1 1 /4 "O BOLTS W/ HEAVY HEX NUT, TACK 13 - #7 BARS
THREADED END (HOOK WELD TO ANCHOR E.W. (BOTTOM) SHEET
IS NOT ACCEPTABLE) BOLT
10' -6" SQUARE
FOOTING DETAIL (Fl
SCALE: 3/4" =1' -0" S--2
OF 2
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