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ELECTRICAL LOAD CALCULATION
2887 SQ. FEET RESIDENCE 3 VA
8661 VA
3600 SQ. FEET HANGAR 4.5 VA
16200 VA
3 20 AMP APPLIANCE CIRCUITS
4500 VA
2 REFRIGERATOR
1200 VA
1 RANGE
12000 VA
1 DISHWASHER
3000 VA
1 WASHING MACHINE
1500 VA
1 DRYER
5000 VA
2 WATER HEATER
9000 VA
1 GRINDER
3000 VA
1 WELDER / AIR COMPRESSOR
24000 VA
TOTAL 88061 VA
FIRST 10 KVA@ 100% 10000 VA
REMAINDER @ 40% 31224 VA
AC / HEAT EXISTING 12000 VA
Ar / I-IFAT NFW 6000 VA
247 AMPS
240 -
USE NEW 200 AMP SERVICE �
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT
METAL ROOF
1-91TTM••/'f ALIV% 'VIM% I&I
METAL SIDING
PRE-ENGINEERED -
STEEL STRUCTURE
8' PURLINS ------
6' WHITE VINYL FACED
BLANKET INSULATION
�- F-6ortiG
t SEE SLAB SCHEDULE
PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
METAL
ALL OTHER
BUILDING
COMPONENTS ARE PRE -
ENGINEERED
GARAGE
28.3
-41
JANUS
SERIES 3100
FL#
IMPACT
W%14 X 1" SELF DRILLING SCREW @ 12" O.C.
DOOR
INTERNATIONAL
12765.3
_
CORP.
DOOR
ZONE 1-3E.2
DAYBAR tNDUSTRiES
LS-18 3070
FL#
IMPACT
(8) 3/8" x 5" FLAT HEAD STEEL UCAN-STEEL ANCHOR @ 10"
ZONE 2-563.9 I
15454.1
MAX. O.C., WITH 1-1/2" MINIMUM EMBEDMENT
ZONE 3 -101.4 _ I
HANGER
PRE- ENGINEERED PER {
POWER LIFT
POWER LIFT
Ys" X 3" FILLET WELDS @ 48" MAX. O.C., WITH A 3" MIN.
DOOR
RE[ PROJECT#R17-11- i
SOX16
EMBEDMENT AND 6" DISTANCE TO EDGE
287, REGISTER #59092,
HYDRAULIC
CERT. OF
DOOR
AUTHORIZATION #9090
.....,��..�ow.. .,...�.,,.,�.. v..�vnvvI— i � — ncAIVUHrrRUVHLrVM Ux Ur rf%UUUiA.�UJI CU MM I NIJJ I KUL I UKL. I HLALLLP I ANLL OF THESE
PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
FINISH
GRADE
TYPICAL WALL SECTION
SCALE 11/2' = 1'-0'
FOUNDATION SCHEDULE
,uUNDATION DESIGN IS BASED UPON METAL REACTIONS BY
U41TED STRUCTURES OF AMERICA JOB # 50022 DATED 10/27/17
WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF.
S 4" (2500 PSI I POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING OM CLEAN COMPACTED TREATED FILL.
F-1 12' DEEP X 16" WIDE MONLTIHIC FOOTING WITH 2 # 5
BARS CONTINUOUS.
F--> 12" DEEP X 16" WIDE TIE ROD FOOTING WITH 2 # 5 BARS
HOOKED AROUND MAIN FRAME ANCHOR BOLTS.
F-3 5'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
F4 6'-8" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
F--i 8'-0" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
F-S 10'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
1tOTE:
A4CHOFR BOLTS SHALL BE A MINUMUM OF 22" LONG AND HOOKED
AND TIED TO BOTTOM MAT OF STEEL.
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Certification for Design lead ComRilaM
1. DESIGN CODE: Florida Zv*, code 2014 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: A Enclosed Partially Enclosed —Open Building
3. Risk Category: �l _11 111 ____IV Exposure Category: 8 )Cc _ D Adjustment coefficient
4. Design Wind Velocity.mph ASD LRFD End Zone Width A L ft.
S. Mean Roof Height: 20 0 ft. Roof Pitch: 9 :12 Parapet ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ �?O ' MRH(worst case))
Zone 1: -1
KZone 2: -� I Zone 3: - I01Z,4Lone 4 - o,R Zone S: -,eN Garage: Z& !o
7. Design Loads: Floor: I � PSF Roof/Dead: �E PSF Roof /Live 10 PSF Balcony: ____PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF
8, Were Shear Walls Considered for Structure? X Yes _ Not applicable Explain Why Not:
9. is A Continuous Load Path provided? Yes_ Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:2000 PSF
Soil boring Test required X Yes _No (based upon section 1803.2 exception)
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SCANNED
BY
ST LUCIE COUNT'
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
BUSBY
HANGAR
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
.�� OF
•` Ot CHAEL j
te'l
Y'MICHAEL J, SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
LIE
KEY PLAN
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER
DATE
'Cat t,r