HomeMy WebLinkAboutApproved PlanFINISH
GRADE
PRODUCT REVIEW
PRESSURES (WORST DESIGN
CASE) PRESSU
METAL ALL OTHERS ARE PRE
BUILDING ENGINEERED
• • s
TYPE
AGE 28.3 "` 1NTERNATIO 12765.3
'R CORP.
TELL TELSTAR/TIOGA/ FL IMPACT p12 X 1" SELF DRILLIN
IR ZONE 4.47.9 '75 17900.1
MANUFACTURING, SPARTAN,
INC. OUTSWING
STEEL DOOR
THE SEAL HEREON 15 PROV IDED ONLY TO INDICATE 0 U R REVIEW AND APPROVAL FOR USE OF PRODUCTS USTEO FtlR THIS STRUCTU RE, THE ACCEPTANCE OF THE
PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OW N ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE PO THESE PRODUCTS.
N Gt 11" MAX. O.C.
3#3THWin14" C
ELECT. SERVICE
"EP"
120/240-
is
100 A
MAIN BR.
- ELECT, DIST, NITS
ELECTRIC LOAD CALCULATION
2400 S.F. @ 4.5 VA
RV
MISC.
TOTAL
23 00VA = 97 AMPS
240
USE100 AD IP SERVICE
10800VA
8000VA
4500VA
23300VA
METAL ROOF
GUTTER AND DOWN
SPOUT SYSTEM
FOUNDATI N SCHEDULE
S-1 6" (3000 SI) POURED CONCRETE SLAB WITH
FIBE SH REINFORCING ON .006" VAPOR BARRIER
OVER CLEAN COMPACTED TREATED FILL.
— METAL SIDING F-1 16" WIl X 12" DEEP MONOLITHIC FOOTING WITH
2 # 5 B S CONTINUOUS.
F-2 16" WIDE X 12" DEEP TIE ROD FOOTING WITH 2 # 5
BARS CONTINUOUS.
PRE-ENGINEERED
STEEL STRUCTURE F-3 3'-6" SQI JARE X 2`-0" DEEP POURED CONCRETE
FOOTING WITH # 5 BARS @ 12" O.C. EA. WAY TOP
AND # 5 BARS @ 6" O.C. EA. WAY BOTTOM.
F-4 5'-0" SQ JARE X 2`-0" DEEP POURED CONCRETE
FOOTIN i WITH # 5 BARS @ 12" O.C. EA. WAY TOP
AND # 5 BARS @ 6" O.C. EA. WAY BOTTOM.
8' PURLINS
— -7
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F—I I (TERMITE TREATMENT REQUIpE _ —
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Certification for Desian load Compliance — File Copy
1. DESIGN CODE: Florida Rail PO QI1_1 iL code 2014 Edition w/20_ supplements using ASCE 7-1D
2. Structure Design Is: X Enclosed Partially Enclosed —Open Building
3. Risk Category: TI ?(—It `III _IV Exposure Category: B 'JC v D Adjustment coefficientl I Z )
4. Design Wind Velocitylee9nph -_ ASD _ LRFD End Zone Width 4t h.
5. Mean Roof Height: lT ft, Roof Pitch: $ :12 Parapet _ ft. CONCEALED FASTENERS OR ATTACHMENT(
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq, ft. (A 3 0 ' MRH(worst case))
Zone 1:-e/±Zone 2: -)!6L Zone 3:--44tone 4 - Zone S:-WhGarage: 21,3 ARE THE RESPONSIBILNY OF THE
7. Design Loads: Floor: 7g- PSF Roof/Dead:�/__PSF Roof /Live3O PSF Balcony: _PSF CONTRACTOR OF RECORD
Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF
8. Were Shear Walls Considered for Structure? Yes _, Not applicable Explain Why Not:
9. Is A Continuous Load Path provided? L Yes— Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:2000 PSF
STRUCTURAL NOTES: — IlLSE PLANS AND ALL PRUPOSED WO,,.
1. CONCRETE SLABS AND FOOTINGS A ARE SUBJECT TO ANY CORRECTIONS
00 P.S.I. MIN.
2. REINFORCING STEEL SHALL BE GRADEE 60 OR BETTER. REQUIRED BY FIELD INSPECTORS THAT
3. CONCRETE COVER OVER REINFORCING SHALL BE 3" MIN. MAY BE NECESSARY IN ORDER TO
4. ANCHOR BOLTS SHALL BE 22" LONG MINIMUM HOOKED COMPLY WITH ALL APPLICAM.1. CODES.
UNDER BOTTOM MAT OF REINFORCING.
FOUNDATION DESIGN IS BASED ON MBMI METAL
BUILDINGS SHOP DRAWINGS AND REACTIONS. l�Utl- 03 OLI
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ST.LUCII f-0IiTiTsPlnI" CnIVISION
REVLE1ir=I) FORMPLIAIYCE
itr v1L?1='DLyr Jtf- 3�O.JGIU ofJln1
DATE I
?L.A-NS AND PERMIT MUST BE KEPT ON JOB
2n NO LlSPECTION WILL BE hL3 iE.
E7R fHD
MAY q B 2017
PEMAITTING
St. Lucie County, FL
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLOFIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTO NICINC.COM
STATE REG # AA26C03348
COPYRIGHT 2017
PROJECT
GARAGE FOR
CARL pSCHMIDT
171E
LINDA WEIR
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
AEL J. S� t V „
s R968
�.Vti
RED A
REVISIONS
NO,
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEE I NUMBER
NUMBER I i O3
IPROJECT
DATE 4 5/(7