HomeMy WebLinkAboutFOUNDATION & FLOOR PLANHANGAR LOAD CALCULATIONS:
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3600 S.F. @ 2 VA =
7000VA
HANGAR DOOR
6400VA
10 RECEPTACLES
1800VA
TOTAL
15200VA
15.2.00VA = 64AMPS
240
USE NEW 100 AMP SERVICE
METAL ROOF
GUTTER AND, DOWN
SPOUT SYSTEM
METAL SIDING
PRE—ENGINEERED —
STEEL STRUCTURE
8' PURLINS
6' WHITE VINYL F' -D
BLANKET INSULATIDI,
SEE SLAB SCHEDULE
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TYPICAL WALL SECTION
SCALE 1 1/2' = 1'-0'
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PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES
DESIGN
TYPE
(WORST CASE)
PRESSURES
DOOR
ZONE 4-28
-50
TILTECO INC.
QW/8080
FLN
IMPACT
3/8" DIAMETER THRU BOLTS @ 12" D.C., 6' ON
ZONE 5-34
STEEL DOOR
23223.1
_
CORNERS, WITH A 2- MIN. AND I-1/2"
�EMBEDMENT
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ROLL -UP
-26
-32
DI
SERIES S00
FL#
NOW
DOOR
I
6964.3
IMPACT
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SEE ENGINEERING FOR POWERLIFT-50 X 15 PIPER AIRCRAFT HYDRAULIC DOOR
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or III
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THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE
PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S -
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FINISH
GRADE
FOUNDATION SCHEDULE
FOUNDATION DESIGN IS BASED UPON METAL REACTIONS BY
UNITED STRUCTURES OF AMERICA JOB # SLS-VAL-DEB-HANGAR
DATED 1/10/18 WITH AN ASSUMED SOIL BEARING CAPACITY
OF 2000 PSF.
S-1 4" (3000 PSI) 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-2 W-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-3 5'-0" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOT LOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
F-4 8'-0" SQUARE X 2'-0" DEEP PAD FOOTING WITH It 5 BARS
AT 6" O.C. EACH WAY BO_I TOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
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Car(eflOORD for Des10n_Lq�d Comnlianca
1. DESIGN CODE: Florida _�6yID6+an tII coda 2017 Edition wrZO supplements using ABCE 7-70
2. Structure Design is: 'k Enclosed _ Partially Enclosed „_, Open Sugding
3. Risk Category: `I Y II --__III —IV Exposure Category: —B X-C _,D Adjuatment 0D$ffl dentt r1 /
4. Design Wind VOIWtyXk-mph _ _ ,ASD ___ LRFD End Zone Width 4' ft.
5. Mean Roof Height: I ,ft. Roof Pitch: 1 :12 Parapat _-,ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. Q 3 A MRIJ (worst case)
Zone 1:-4�_47 Zone 2:-53.1 Zone 3, 9-.YZone 4:-��Lone 6�44,akarage: A&,f
7. Design Loads: Floor. 7 3;` PSF Roof/Dead: — PSF Roof/Live Zo PSF Balcony: —PSF
Dock: _PSF Deck: - _,- PSF Stairs: ,-,_,_ PSF Fence: _ PSF Railing: _ PSF
8, Were Shear Wails Considered for Structure? X Yes _Not Applicable Explain Why Not:
S. Is a Continuous Load Path provided? X Yes —Not applicable Explain Why Not:
10. Soil boring Test required — Yee X No (based upon section 1803.2 exception)
IF Lt--vja--T-( orJ
SCANNED,
,o y
St. Lucie
03, CA/,
ST. LUC E COU UILDING DI
REVIEWED FOR L NCE
EVIEWED BY
ATE n .
PLANS AND PERT (14 MUST BE KEPT ON
SITE OR NO INSP TION(S) WILL BE f
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
BRENNER
HANGAR
- ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS I
REGISTRATION
I MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
RECEIVED
OCT 12 2018
Permitting Department
$t. Lucie County
SHEET TITLE / SHEET NUMBER
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PROJECT NUMBER
DATE j/z 31� IS ��} yZ/ % o
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