HomeMy WebLinkAbout0503003.7FF -2000 HI -RIB STEEL
2"x4" PURLINS @ 23" O.C.
(N0. 2 SPF)
INSULATION STOP/
AIR DEFLECTOR
(3) 1/2%5 1/2" M. BOLTS &
(8) 20d R.S. NAILS
2"x4" BEV. PURLIN
5/8" TYPE -X GYPSUM BOARD FIRE STOP,
FILLER STRIP
2 "x6" BEV, FASCIA
5" O,G. GUTTERS ---
HI -RIB STEEL
(KYNAR)
2 "x4" NAILER -
T #11 TRIM
T #144 TRIM —
SOFFIT
HI- RIB /SOFFIT CAP
2 "6" OVERHANG NAILER
3/4" OSB FIRE STOP -
5/8" TYPE -X GYPSUM SHEATHING —
4 5/8" TYPE -X GYPSUM BOARD —
3 -2 "x8" LAMINATED COLUMN -
18'-0"
GRADE TO HEEL
48' S.C. TRUSS
NOTE:
♦ IDENTIFIES ITEMS THAT ARE NOT
PROVIDED BY MORTON BUILDINGS, INC.
OR MORTON BUILDINGS' SUBCONTRACTORS
AND ARE THE OWNERS RESPONSIBILITY,
I R -38 BLOWN -IN INSULATION
�-- 4 MIL VAPOR RETARDER
INTERIOR HI -RIB STEEL
2 "x4" TOP BLOCK
'--INTERIOR ACOUSTICAL HI -RIB STEEL
—6" BLANKET INSULATION W/
4 MIL VAPOR RETARDER
2 "x4" STRIPPING @ 24" O.C.
T #167 TRANSITION TRIM
HI -RIB STEEL (KYNAR)
1/2 PRIMED SMART PANEL
2 "x4" NAILERS @ 24" O.C.
2100f MSR SPF
2 "x4" VERTICAL BLOCKING BETWEEN STRIPPING
AND NAILERS AT COLUMN LOCATION
T #167 TRANSITION TRIM
2 "x6" NOTCHED NAILER
HI -RIB STEEL WAINSCOT (KYNAR)
5/4 "x4" NAILER
�- 7/16" OSB PROTECTIVE LINER
,--5/4"x4" VERTICAL BLOCK AT COLUMN
i— T #168 BASE TRIM
,,—(1) ROW 2 "x8" TREATED SPLASHBOARD
�— 2 "x4" NON- TREATED BASEBOARD
1,1_1 1/2 x1" BLOCK & T #109 BASE TRIM
,--4" CONCRETE FLOOR♦
�- 4' WIDE R -7.5 PERIMETER INSULATION*
FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE♦
— 2 "x8" TREATED BOTTOM PLATE
CONCRETE FLOOR NOTES
5' -O" 1.) 3500 PSI, 5 1/2 BAG MIX CONCRETE,
2. REINFORCING: 6x6 -10x10 WWM,
3. SLOPE GRADE AWAY FROM THE BUILDING
® 2% MINIMUM FOR A DISTANCE OF 5'.
4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED
4° BELOW THE BOTTOM OF THE CONCRETE FLOOR,
48M BASE ANCHORS
8" THICK READI -MIX PAD. PLACE
(2)50# BAGS OF SACKRETE PRE-
MIXED W /WATER AROUND COLUMNS
WHEN SETTING,
18 "0 NOTE:
CORNER AND ENDWALL COLUMNS WILL
HAVE 15" DIA. HOLES W /8" THICK READI-
MIX PAD. PLACE (1)50# BAG OF SACKRETE
AROUND COLUMNS WHEN SETTING,
1 HOUR FIRE RESISTIVE WALL SECTION A -A
75 M.P.H, WIND LOAD
SCALE: 1/2" = 1'
5/8" GYPSUM BOARD SHEETS
FASTENED TO INTERMEDIATE
SUPPORTS W /6d. CEMENT
COATED BOX NAILS @ 7" O.C.
PERIMETER OF 5/8" GYPSUM BOARD
SHEETS FASTENED W /6d. CEMENT
COATED BOX NAILS @ 7" O.C. STAGGERED
2 "x4" NAILERS @ 24" O.C.
2100f MSR SPF
2 "x4" VERTICAL BLOCKING
BETWEEN NAILERS AT
COLUMN LOCATIONS
5/4 "x4" VERTICAL BLOCKING
BETWEEN NAILERS AT COLUMN
LOCATIONS WITH 7/16" O.S.B.
PROTECTIVE LINER
2 "x8" TR. SPLASHBOARD
1 HOUR FIRE RESISTIVE WALL NAILING DETAIL
SCALE: 3/8" = 1'
3/4" OSB
FINISH GRADE
IST
DECKING
@ 16" O.C.
WALLBOARD OR
IR FINISH
FILLER STRIP
TRANSITION TRIM
NOVA BRICK WAINSCOT
1 "x4" NOVA BRICK FRAME
BUILDING WRAP
5/8 "x2 3/4" TREATED SHIM
2 "x4" NON- TREATED BASEBOARD
T #162 CONCRETE STOP
2'x6" TREATED NOTE:
' FACEBOARD THIS SECTION IS THE SAME AS
SECTION A -A EXCEPT FOR THE
ITEMS AS NOTED,
1 HOUR FIRE RESISTIVE WALL SECTION B -B
75 M.P.H. WIND LOAD
5/8" TYPE -X GYPSUM BOARD
3 -2 "x8" LAMINATED COLUMN
SCALE: 1/2" = 1'
INSIDE (FIRESIDE)
00
00
I
00
\
T
co
2 "x4" STRIPPING @ 24" O.C.
DECK
875 DRF
LOAD:
9 -30 -99
LIVE LOAD
50 P.S.F.
DEAD LOAD
10 P.S.F.
TOTAL LOAD
60 P.S.F.
2 "x4" VERTICAL BLOCKING
BETWEEN 2 "x4" NAILERS AT
COLUMN LOCATIONS
2 "x4" NAILERS @ 24" O.C. OUTSIDE 5/8" TYPE -X GYPSUM SHEATHING
2100f MSR SPF
1 HOUR FIRE RESISTIVE WALL DETAIL
SCALE: 1/2" = 1'
NOTES:
1.) ALL 5/8" GYPSUM PANEL EDGES TO BE BLOCKED WITH
2 "x4 "'S AS SHOWN. NO TAPING IS REQUIRED.
OFFICE:
RUSHVILLE. INDIANA
JOB NO.
35 -1429K
VD
�I
w
W
0
c
0
c
n3
0
U
z.
u
z
vi
c�
z
C)
0
1'� C
Vi
O.
® 6
m
DRAWN BY:
875 DRF
DATE:
9 -30 -99
CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
19600100 N`
STATE OF
1
SCALE: AS NOTED
SHEET NO.
S5 OF S11
A