HomeMy WebLinkAboutApproved PlansREAR ELEVATION
d C'_1 7C"
10" 7.75" �_2
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2.75"
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5/8" 0 HILTI K83 ANCHOR
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OR EQUIVALENT
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1/9STEEL
WASHER
STEEL WASHER
RSTM F436
OR EQUIVALENT
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8.75"
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EMBEDMENT
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I2.75" 45 bolts of 12' staggered spacing = 44' 2.7S"1
FOUNDATION PLAN
SIDE ELEVATION
1 64.44"
t = 0.03"
1 = 119.94" 1 = 119.94"
t =0.03" t=18.03"
1 = 92.19"
t = 0.04"
1 = 29.75"
t = 0.09"
1 = 92.19"
t =
1 = 29.75"
t = 0.04"
1 = 120" 1 =
t=0,0t=0.01.04"
U
1.8751,
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0.25" 2.75" 5" 24"
ARCH F�,OFILE
7C" Q 9C"
I' ' ' 'N9 IN 18" CTC' W.W.R. 4" (in)
m
N 11 u stirrups @ 18" CTC Tie Bo M6 00
12" long @6' CT
10" 4-R4 SEC B—B
WARNING: DO NOT REMOVE OR REDUCE THE ONCRETE FLOOR
OR THE REINFORCING STEEL, RNO/OR RRISE�THE TOPS OF
THE FOOTERS ABOVE THE FLOOR OR BUILDIID FAILURE MAY RESULT
Minimum Concrete Cover:
(a) Concrete Cost against earth: 3"
(b) Concrete exposed to earth or wecher:
No. 6 through No. 10 bars: 2"
No. 5 bar and smaller: 1.5"
(c) Concrete not exposed to earth orweother:0.75"
19"
FRONT ELEVATION
11'-2.5" 1 2 pcs 10' and 1 PCs 4'
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Ir )r rr' s
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C LP [IF gRCH Co ECTOR
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C
e Ye" x "I- SORT' s BOLTS D
caNNECTs RICH PANELS To CONIECToR
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NTH. CRNECTOR E RLL CONNECTOR
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CONCRETEFOUNORTOW
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a
SEC C-C SEC O-D .erg Lers
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CORNER DETAIL - INDUSTRIAL FOUNDATION
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LENGTH OF FOUNDATION
44'-5.5"
D]
9"-2.5"
INDUSTRIAL BASE CONNECTOR LAYOUT
_CL_
GENERAL NOTES
-------------
1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH
THE REQUIREMENTS OF THE LATEST REVISION OF THE
INTERNATIONAL BUILDING CODE 2012 AND THE
FLORIDA BUILDING CODE 2011. DESIGN ACCORDING
TO RISI S100-07/S2-10, NORTH AMERICAN.
SPECIFICATION FOR THE DESIGN OF COLO-FORME® STEEL
STRUCTURAL MEMBERS, AND WITH ANSI/RSCE 7-10.
2, NO LORDS OTHER THAN THOSE GIVEN UNDER "DESIGN
DRTR" BELOW SHALL BE IMPOSED ON THE "STRUCTURE"
3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS
SHALL TAKE PRECEDENCE OVER THE BUILDING MANUAL
SUPPLIED.
4. THE BUILDING, INCLUDING THE FOUNDATION, MUST BE
CONSTRUCTED IN STRICT ACCORDANCE WITH THE DRAWING
AND ERECTION INSTRUCTIONS. ANY DEVIATION, UNLESS
APPROVED BY US IN WRITING, SHALL NULLIFY OUR
CERTIFICATE AND SEAL RND SHALL BE THE SOLE
RESPONSIBILITY OF THE ERECTOR.
S. A PROFESSIONAL ENGINEER SHOULD BE RETAINED
WHERE SITE INSPECTIONS ARE WARRANTED.
6. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS. IT
IS TO ACCOMMODATE AN ACCESSORY PROVIDED BY THE
MANUFACTURER IN ACCORDANCE WITH ITS INSTRUCTIONS
RNO/OR THIS DRRWING.
7. MINIMUM SEPARATION FROM THIS BUILDING TO ANY
TALLER BUILDING MUST BE THE SMALLER OF 20 FEET
AND 6 TIMES THE HEIGHT DIFFERENCE.
FOUNDATION NOTES
NOTE; THE THE FOUNDRTION ON THE DRAWING SPECIFIES THE
MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE
CONDITIONS MAY REQUIRE R STRONGER FOUNDATION,
WHICH MUST BE DESIGNED BY R LOCAL ENGINEER,
1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL
UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING
1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST
ALL ROTATION AT THE BASE OF THE RRCH.
2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED
SOIL CAPABLE. OF SUSTAINING 1500 psf WITHOUT
RPPRECIRBLE SETTLEMENT.
_DESIGN DATA (MATERIALS).
1. CONCRETE F'c = 2500 PSI @ 28 DAYS, RCI
2. REINFORCING STEEL GRADE 10, Fy = 40 KS(, RSTM A615
3. W.W.R. Fy = 65 KSI, RSTM RIBS.
4. M.W.R. 6 x 6 - W1.4 x W1.4
ARCH DATA 24"
i
7-1/2"
ENDWALL DATA qg
BOLTS: SRE GRACE 2 OR RSTM A307
ARCH STEEL THICKNESS - SEE ARCH PROFILE
ENDWRLL STEEL THICKNESS = 0.03 in,
GALVALUME SHEET STEEL
STRUCTURAL QUALITY RSTM SPECIFICATION R782-08
552 ALUMINUM -ZINC ALLOY IHOT DIP COATING)
RSTM A792 SPADE SBA
50 KSI MINIMUM YIELD
65 KSI MINIMUM TENSILE
HSS 'SECTIONS SHALL CONFORM TO:
RSTM R500 GARDE B (Fy = 46 ks0
W SECTIONS SHALL CONFORM TO:
RSTM R992 GARDE 50 Wy = 50 ks0
^� OTHER SECTIONS SHALL CONFORM T0:
N ASTM R36 (Fy = 36 ksa
N
_
ARCH DESIGN DATA IN ACCORDANCE WITH RNSI/RSCE 7-11
0
0
ROOF LIVE LORD (PSF) = 20
PSI GROUND SNOW LORD (PSF) = 0
N
Ce: EXPOSURE FACTOR = 1.0
Ct: THERMAL FACTOR = 1.0
m
IMPORTANCE FACTOR (SNOW) = B.B
p
CATEGORY 1/AGRICULTURAL BUILDING
^
x
Pnet: COMPONENT WINO PRESSURE (PSFI = +/- 39
V : BASIC WIND SPEED (MPH) = 150
s
KIT: VELOCITY PRESSURE EXPOSURE = O.BS
WIND EXPOSURE CATEGORY = C
N
SEISMIC DESIGN CATEGORY = R
00
rV
,N.
State of Florida Product Approval # FL15623-R2
LEGAL NOTE
This drawing is the property of Future Steel Buildings Intl,
Corp. Any duplication of this drawing in whole or in
part is strictly forbidden. Anyone doing so will be prosecuted
under the full extent of the law.
SteelMoster Buildings
73 Word Rd., Broopton, Ontario, Conado, LSS ERB, Phone- (9161 790-MOO
/ ""o'"c" RK J. LEWIS
NOV 0 12016 9
PIERCE, FL
X40-19 - 81`L49995 R
MODEL: DWG:AL