Plans,�� C l� C,nFy c-e�rrG9%
e
97
12'-4,875"
8
REAR ELEVATION
SIDE ELEVATION
FRONT
ELEVATION
-
OVERHEAD DOOR -0 BE DESIGNED
ANS SUPPLIED BY OTHERS
Q25 2.75n 5" 24"
k4' 18" CTC W.W.R. 4° (min)
It
= 71.44
= 0.03"
rJ
co
= 92.2$'
t = 0-.03
= 92.25;;
e 12" long
2-#4 SEC B-B
12
2-44 SEC A -A
2"
WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE
OR THE REINFORCING STEEL, AND/OR RAISE THE TOPS
THE FOOTERS ABOVE THE FLOOR OR BUILDING FAILURE
FLOOR
OF
MAY RESU
I = 7144" '
t = 0.03
I = 71.44.,
t = 0.03
Minimum Concrete Cover:
(a) Concrete Cast against earth:
3"
(b) Concrete exposed to earth or weather:
No. 6 through No. 10 bars:
No. 5 bar and smaller:
(c) Concrete not exposed to earth or weather:
2"
1.5"
0.75"
ARCH
PROFILE
1 1.
�B
4^25
vA
1/2" DIA. HILTI KB3 ANCHOR
A
a
(ICC-ESR-2302)
OR EQUIVALENT
x1-3/4"x1-3/4"
STEEL WASHER
-t4.4"
ASTM F436
sOR EQUIVALENT
_III
i
ONCRETE
MBEDMENT
A
I'
NI
ANCHOR BOLT
DETAIL
- 1 ]
1896"
- - s
az
5" _ 1.875"
7
175"11,
27 bCits ot 12' staggered o0 a = 26B 275"�
FOUNDATION PLAN
11'-2.5 I 0 Bcs 10' and 1 BOB 4' 1 11'-2.5"
` A1-
= 1� IRCH (F NcCTQR Ill
M
° -4 o
AS.°/.' Iuo,"W", D
PANaH.O D
M�CT o
n W a
o [NOW (
L oN
e
3
SEC C-C SEC 0-D air
N
CORNER DETAIL - INDUSTRIAL FOUNDATION
LENGTH OF FOUNDATION J
26'-5.5"
INDUSTRIAL BASE CONNECTOR LAYOUT
CML/STNUCTUAALONLY
�F NEW Y
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CHANDERP. NANQIA
7423 HOLLOW FUDGE DFL
HOUSTON, Tx noes
GENERAL NOTES
L ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH
THE REQUIREMENTS OF THE LATEST REVISION OF THE
INTERNATIONAL BUILDING CODE COLD AND THE
2020 NEW YORK STATE BUILDING CODE. DESIGN ACCORDING
TO AIN 5100-16W/s1-18. NORTH AMERICAN SPECIFICATION
FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL
MEMBERS. AND WITH ANSI/ASCE 7-16,
2. NO LOADS OTHER THAN THOSE GIVEN UNDER "DESIGN
DATA' 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 AND SHALL BE THE SOLE
RESPONSIBILITY OF THE ERECTOR,
5. 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
AND/OR THIS DRAWING
-
7. MINIMUM SEPARATION FROM THIS BUILDING TO ANY
TALLER BUILDING MUST BE THE SMALLER OF 20 FEET
AND 6 TIMES THE HEIGHT DIFFERENCE.
8.IF SEALED BY AN ENGINEER, THIS DRAWING IS
FOR PERMIT APPLICATION. OTHERWISE IT 15 A DRAFT
AND NOT FOR CONSTRUCTION.
FOUNDATION NOTES
NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE
MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE
CONDITIONS MAY SECURE A STRONGER FOUNDATION,
WHICH MUST BE DESIGNED BY A LOCAL ENGINEER.
i. THE FOUNDATION SHALL BE FOUNDED ON NATURAL
UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING
1500 psi. THIS SHALL BE GREATER To FULLY RESIST
ALL ROTATION AT THE BASE OF THE ARCH.
2. STAR ON GRADE SHALL BE PLACED ON WELL COMPACTED
SOIL CAPABLE OF SUSTAINING 1500 Psf WITHOUT
APPRECIABLE SETTLEMENT,
DESIGN DATA (MATERIALS)
1. CONCRETE Fc = 2500 PSI 0 28 DAYS, ACI
2. REINFORCING STEEL GRADE 40. Fy = 40 YET ASTM A615
3. W W R. Fy = 65 K51, ASTM A1064.
4. W K R. 6 F 5- W L 4 x W 1.4
ARCH DATA , 24"
7 5"
ENDWALL DATA 18"
`NI
------------
BOLTS: SAE GRADE 2 OR ASTM A3' 07
ARCH STEEL THICKNESS - SEE ARCH PROFILE
ENDWALL STEEL THICKNESS - G,03 in.
GALVALUME SHEET STEEL
STRUCTURAL QUALITY ASTM SPECIFICATION A792-10
(2015)
55% ALUMINUM -ZINC ALLOY (HOT DIP COATING)
ASTM AI92 GRADE 50A
50 KSI MINIMUM YIELD
65 KSI MINIMUM TENSILE
HSS SECTIONS SHALL CONFORM TO:
ASTM A500 GRADE B (Fy = 46 kK)
W SECTIONS SHALL CONFORM TO:
ASTM A992 GRADE 50 (FIR = 50 kei)
OTHER SECTIONS SHALL CONFORM TO,
A5TM A36 (Fy - 36 Vol)
ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE
7-16:
L. ROOF LIVE LOAD (PSF) - 20
Pq: GROUND SNOW LOAD (PSF) = 50
Ce: EXPOSURE FACTOR 11
Ct THERMAL FACTOR 1.0
IMPORTANCE FACTOR (SNOW) = 06
CATEGORY 1/AGRICUL7URAL ATTEND
FLXC COMPONENT WIND PRESSURE (PSF) _ +f- 21
V !BASIC WINO SPEED (MPH) = 105
K6: VELOCITY PRESSURE EXPOSURE = 0.85
GCpi: PRODUCT OF INTERNAL PRESSURE COEFFICIENT
AND GUST -EFFECT FACTOR = +/- 0.18
Ka: WIND DIRECTIONALITY FACTOR 0.85
Kzf: TOPOGRAPHIC FACTOR 1.0
Ke: Ground ElevdUou Factor = 100
WIND EXPOSURE CATEGORY = C
SEISMIC DESIGN CATEGORY = B
LEGAL e°, T„ N NOTE
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MUST CYNTHIA M. ARBERGER
QUEENSBURY. NY
812-11 61-61pt3 R
REAR ELEVATION
1.875"
w
12" 7_e,
2-#4 SEC A —A 12"
SIDE ELEVATION
0.25 12.75" 5" 24"
t12'
W.W.R. q,� (min)
D7
_ l
rolong
122—#4 SEC B—B
WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOF
OR THE REINFORCING STEEL, AND/OR RAISE THE TOPS OF
THE FOOTERS ABOVE THE FLOOR OR BUILDING FAILURE MAY
Minimum Concrete Cover:
(a) Concrete Cost against earth: 3"
(b) Concrete exposed to earth or weather:
No. 6 through No. 10 bars: 2"
No. 5 bar and smaller: 1.5"
(c) Concrete not exposed to earth or weather: 0.75"
1 I
,B
rl2;1-
_
o
a 1/2" DIA. HILTI KB3 ANCHOR
A
b4
°
(ICC—ESP-2302)
SC
OR EQUIVALENTj"I
SC
x1-3/4"x1-3/4"
N
STEEL WASHER
ASTM F436
n OR EQUIVALENT
N 4.4"
CONCRETE
EMBEDMENT
Ia
ER
N
w
ANCHOR BOLT
E,
DETAIL
— — — — 4.25
4:7s
75
1B--
27 bolts t 12" sld^26' 275"
FOUNDATION PLAN
2-4.875"
8
FRONT ELEVATION
OVERHEAD DOOR TO BE DESIGNED
AND SUPPLIED BY OTHERS
ARCH PROFILE
11'-25II 0 pcB 10' and 1 PCs 4' 11'-2.5"
US
I aaA
C—�—
US
UP
I
•s roe l D
w.:cSTI AM. r.ws .
L
G
_
L
M COMNEt ipq cWW ECTW
L�—
A
1
s
j
SEC c-c SEC D-D
µF,s
AS
n
CORNER DETAIL - INDUSTRIAL
FOJJUNDATION
LENGTH OF FOUNDATION
26'-5.5"
INDUSTRIAL BASE CONNECTOR LAYOUT
IN
OF
GENERAL NOTES
I ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH
THE REQUIREMENTS OF THE LATEST REVISION OF THE
INTERNATIONAL BUILDING CODE 2018 AND THE
2020 NEW YORK STATE BUILDING CODE. DESIGN ACCORDING
TO AGI S10G-MW/S1-18. NORTH AMERICAN SPECIFICATION
FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL
MEMBERS, AND WITH ANSI/ASCE 7-16.
2. NO LOADS OTHER THAN THOSE GIVEN UNDER "DESIGN
DATA 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 AND SHALL BE THE SOLE
RESPONSIBILITY OF THE ERECTOR.
5 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
AND/OR THIS DRAWING,
I. MINIMUM SEPARATION FROM THIS BUILDING TO ANY
TALLER BUILDING MUST BE THE SMALLER OF 20 FEET
AND 6 TIMES THE HEIGHT DIFFERENCE.
8, IF SEALED BY AN ENGINEER, THIS DRAWING IS
FOR PERMIT APPLICATION. OTHERWISE IT IS A DRAFT
AND NOT FOR CONSTRUCTION.
FOUNDATION NOTES
NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE
MINIMUM REQUIREMENTS, LOCAL BUILDING CODE AND SITE
CorvanONS MAY REQUIRE A STRONGER FOUNDATION,
WHICH MUST BE DESIGNED BY A LOCAL ENGINEER.
1, THE FOUNDATION SHALL BE FOUNDED ON NATURAI.
UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING
1500 SO THIS SHALL BE DESIGNED TD FULLY RESIST
ALL ROTATION AT THE BASE OF THE ARCH,
2. SLAB ON GRADE SMALL BE PLACED ON WELL COMPACTED
SOIL CAPABLE OF SUSTAINING 1500 SHE WITHOUT
APPRECIABLE SETTLEMENT.
DESIGN DATA (MATERIALS)
1. CONCRETE F'c - 2500 PSI 0 20 DAYS, AO
2. REINFORCING STEEL GRADE 40. Fy - 40 ME. ASTM ARAB
3, W.W.R. Fy = 65 K51, ASTM AN54,
4. WAVE 6 , 6 - IVA z WIA
ARCH DATA 24"
�f
zs..
ENDWALL DATA 1B"
BOLTS: SAE GRADE 2 OR ASTM A307
ARCH STEEL THICKNESS - SEE ARCH PROFILE
ENOWALL STEEL THICKNESS - 0.03 In.
GALVALUME SHEET STEEL
STRUCTURAL QUALITY ASTM SPECIFICATION A792-10 ROCS)
55% ALUMINUM -ZINC ALLOY (HOT DIP COATING)
ASTM A792 GRADE 50A
50 KSI MINIMUM YIELD
65 K51 MINIMUM TENSILE
HAS SECTIONS SHALL CONFORM TO:
ASTM A500 GRADE 8 (Fy - 46 ksl)
W SECTIONS SHALL CONFORM TO.
ASTM A992 GRADE 50 (Fy = 50 MIR
OTHER SECTIONS SHALL CONFORM TO.
ASTM A36 (Fy = 36 kAH
ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE 7-16:
Lm ROOF LIVE LOAD (PST) = 20
Pg: GROUND SNOW LOAD (PST) - 50
Ce: EXPOSURE FACTOR - 11
Cu THERMAL FACTOR = I.0
IMPORTANCE FACTOR (SNOW) = GE
CATEGORY 1/AGRICULTURAL BUILDING
PHIL COMPONENT WIND PRESSURE (PST) _ +/- 21
V BASIC WINO SPEED (MPH) - 105
BY VELOCITY PRESSURE EXPOSURE - 0.55
CUP, PRODUCT OF INTERNAL PRESSURE COEFFICIENT
AND GUST -EFFECT FACTOR = +/- 0.18
Ka: WIND DIRECTIONAUTY FACTOR = 0 85
Kzt TOPOGRAPHIC FACTOR - 1.0
Ke: G0"na Eleva00n Fodor = 1,00
1 WIND EXPOSURE CATEGORY = C
SEISMIC DESIGN CATEGORY = B
CHANDERR P. A P•H ° ,.CAL NOTE M
":III tly A, IMI.
7423HOLLOWRIDGEoft «.,.°.
HOUSTON,Tx nova
SteelMaster Buildings
"I CMrM , Onve. Bram°t°n. SUP', C°mW. L6S fi%, mom'. (90U 190-0500
o CYNTHIA M. ARBERGER QUEENSBURY. NY
512-11 1 61-61013 R