HomeMy WebLinkAboutSTRUCTURAL PLANE
A
REAR ELEVATION
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W W
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2- J/4
SEC A —A
23'-6"
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FOUNDATION PLAN
SIDE ELEVATION
5" 9.5"
w y
W.W.R.
N
8^ 2-#4
SEC B—B
WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOR -
OR THE REINFORCING STEEL, .AND/OR RAISE THE TOPS OF
THE FOOTERS ABOVE THE FLOOR .OR BUILDING. FAILURE MAY RESULT
Minimum Concrete Cover:
(a)
Concrete Cast 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"
ARCH ANCHORAGE
O al5- MINIMUM
STEEL BRACKET
ASTM A7IS O
GRACE 50 1• y
O
ARCH
FRONT ELEVATION
OVERHEAD DOOR TO BE DESIGNED
AND SUPPLIED BY OTHERS
ARCH PROFILE
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ARCH DINGWALL
GROUT TO BE
Bpnau BBLT -RAGE Ss
sEAI£D AFTER
]/Y wA...]/a•
WRING
I TLN TD 45 FT-uls
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O
FRB
a
THESE PLANS AND ALL PROPOSED WORN
o
ARE SUBJECT TO ANY CORRECTIONS
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a44�
REQUIRED BY FIELD INSPECTORS THAT
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PN0`E ° "R^C41EG LLNOTM
MAY BE NECESSARY IN ORDER TO
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MAY ED DIFFERENT FOR ° ° " MOMILSCOMPLY
WITH ALL APPLICABLE CODES
W
4
STEEL WASHER a
`43
ASTM l WA NO pi EWIVALENT d d
N (n
w.rwn
HILT KB]. AANCHORS(FCC-ESR-2:H#) OR EWIV.LLENi: m
I T' DIA, x 5 1/2' BATS WITH 4.0• EMBEDDED DEPTH FOR BUMNNGS LESS THAN JD'-T WDE 4xmrO✓v�
51C DIA. x IT BOLTS MITI &75' EMBEDDED DEPTH FOR W-0 WOE AND GREATER
MST ANCHOR BOLT LCCAT°N FROM END OF Fax°ATCN:
• 2.5-'MTH NO WALL OR MANUFACTURER'S CLAMMED ENDWALL
• ]]' MTH MANNCTUREAS CORRUGATED ENDWALL
ARCHES AND MANUFACTURER'S ENOWALLS MUST BE
LAWTEO INTO FOUNDATION ON BDTX $IDES OF PANELS.
�-
ST. LUCIE COUNTY BUILDING DIVISION..
REVIEWED FOR COMPLIANCE
REVIEWED BY
DATE
PLANS A D PERMIT MUST BE KE ON JOB
SITE OR 1,N0 INSPECTIONS) WILL BE MADE
ENDWALL ANCHOP�AGE
FIRST ANCHOR BOLT LOCATION:
"Soup ENDWALL - 9" FROM BUILDING CENTERLINE+16" C.T.C.
• R EN ENDWALL = II" FROM 0PENING+16' GT.C.
CONGEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILRY OF THE
CONTRACTOR OR RECORD
GENERAL NOTES
1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH
THE REQUIREMENTS OF THE LATEST REVISION OF THE
INTERNATIONAL BUILDING CODE 2015 AND THE
FLORIDA BUILDING CODE 2017. DESIGN ACCORDING
TO AISI SIOO-12, NORTH AMERICAN SPECIFICATION
FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL
MEMBERS, AND WITH ANSI/ASCE 7-10.
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. APROFESSIONAL ENGINEER SHOULD BE RETAINED
WHERE. SITE INSPECTIONS ARE WARRANTED.
6. NO ARCH PANEL MAYBECUT 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.
FOUNDATION NOTES
NOTE: THE. FOUNDATION ON THE DRAWING SPECIFIES THE
MINIMUM REQUIREMENTS, LOCAL BUILDING CODE AND SITE
CONDITIONS MAY REQUIRE A.STRONGER FOUNDATION,
WHICH MUST BE DESIGNED BY A 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 ARCH.
2, SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED
SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT
APPRECIABLE SETTLEMENT.
DESIGN DATA (MATERIALS)
1. CONCRETE F'c = 2500 PSI 0 28 DAYS, ACI
2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, ASTM A615
3. W.W.R. Fy = 65 KSI, ASTM A1064. '
4. W.W.R. 6 x 6 - W1.4 . Wf.4
ARCH DATA. 24"
I
ENDWALL DATA y 1g^
In
BOLTS: SAE GRADE 2 OR ASTM A307
ARCH STEEL THICKNESS - SEE ARCH PROFILE
ENDWALL STEEL THICKNESS = 0A3 in.
GALVALUME SHEET STEEL
STRUCTURAL QUALITY ASTM SPECIFICATION A792-10
55%.ALUMINUM-ZINC. ALLOY (HOT DIP COATING)
ASTM A792 GRADE 50A
50 KSI MINIMUM YIELD
65 KSI MINIMUM TENSILE
HSS SECTIONS SHALL CONFORM TO:
ASTM A500 GRADE B (Fy = 46. ksi)
W SECTIONS SHALL CONFORM TO:
ASTM A992 GRADE 50 (Fy = 50 NEI)
OTHER SECTIONS SHALL CONFORM TO:
ASTM A36 (Fy = 36 ksl)
ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE 7-10:
ROOF LIVE LOAD (PSF) = 20
Pg: GROUND SNOW LOAD (PSF) = 0
CA: EXPOSURE FACTOR = 1.0
Ct: THERMAL FACTOR = 1.0
IMPORTANCE FACTOR (SNOW) = 0.8
CATEGORY 1/AGRICULTURAL BUILDING
Pnet: COMPONENT WIND PRESSURE(PSF) _ +J- 42
V : BASIC WIND SPEED (MPH) = 150
Kh: VELOCITY PRESSURE EXPOSURE = 0.85
WIND EXPOSURE CATEGORY = C
SEISMIC DESIGN CATEGORY = A
CRN
y State of Florida Product Approval # R15623-R2
B
StiUC�eC011111, 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,
- SteelMaster Buildings
:NGINEER'S SEAL 20 Chrysisr MONO. Brampto , Ontario, C.F.d.,. LEE 696, PhonB: (998) 790-850
N To, P, BUD
SCALE AITNOVED BY:
27/02/2016 i.e. - -
A DATE', CHECKED BY:
PRO.IECn RUTH C. ROUDEBUSH -
PORT SAINT LUCIE, FL _
516-12 91-52561 R
FEB Z 7 ZOt@ I ,;,. DWG,