HomeMy WebLinkAboutSite PlanA' -DENOTES ANCHORS 4'0' O:C. MAX '5'-
RAP BOLTS
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CMU PIERS (5LOCKING) V0' O.G. MAX
S1TE FLAN
(4) N0.4 RODS EA WAY
(OMIT IF &X6 10/10 WWM USED IN SLAB)
A. ALL FOUNDATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL 13E
BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
5. GROUND ANCHORS SHALL NOT BE USED. ALL STRAPS SHALL. 15E SECURED TO
.-STRAP ANCHORS SECURED TO CONCRETE SLAB BY EXPANSION OR IMBEDDED ANCHORS
C. TIE -DOWN STRAPS TO 5E 1-1/4'x.035 TYPE --I, FINISH 5, GRADE I ZINC COATED
STEEL STRAPPING CERTIFIED 5Y A REGISTERED ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM D3953-91. TIE -DOWN STRAPS AND CONNECTING HARDWARE
SHALL HAVE 3150 LBS MINIMUM WORKING CAPACITY.
D:.THE DISTANCE TO THE FIRST TIE -DOWN STRAP FROM.END WALLS SHALL NOT EXCEED 1/2 '
MINIMUM SPACING INDICATED.
E: INSTALL 5LOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS
(MANUFACTURER'S RECOMMENDATION ONLY -OPTIONAL WHEN NOT SHOWN SNOU4).
ADJUSTMENT MAY 5E REQUIRED TO INSURE OPE14AI51LITY AFTER INSTALLATION
OF BUILDING. IS COMPLETE.'
F. THIS FOUNDATION SYSTEM HAS SEEN DESIGNED FOR USE IN FLOOD ZONES.
--G. DESIGN LOADS FLOOR LIVE LOAD: 40PSF; .ROOF -LIVE LOAD: 30P5F, WIND SPEED: 1401" 1
H. THE CONCRETE -SLA5 ACTS AS A SPREAD FOOTIWG FOR THE BUILD! SUPPORTING PIED
IAN
1/2 S ;AC-11$
OF 1�11T
MX SP(4':X 1 0%. FI
BUILDING UNIT ENVELOPE
(NOTE C)f7e5 1
1 a/f- ea A
'ENSIGN DEVICE
i
E EXPANSION ANCHOR
3' LONG BY TIE -DOWN ENGINEERING
ANCHOR INSTALLATION DETAIL
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THESE PL iy P- >~0 WORK
AM SUMG; ` TIONS '
SPACWa 6ONTINuED .REQUIRED BY FIELD INSPECTORS. THAT'
NGHOR LOCATIONS (TYP) WOENECESSARYIN ORDER TO: ;
ANCHOR LOCATION D I R1H ate; 14E C;���s:.
MODULE
MODULE WIDTH -'A'
PIER TO EDGE '13'
STEEL 15EAM SP. ACING 'C' .
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-7512
'-BEAM FLOOR JOIST (TYP)
-2x8xIb' P T. SYP 'PLATE'
V v _ ' �. MAX
ND1606�V=ANPE
dfi4TERNAL WIND PRESSURE
t
WINDBORNE DEBRIS PROTECTION
IMPACT RESISTANCE GLAZING
-SOIL COMPACTED TO 01p t )t )
MEETING 2000 PSI MIN
pbD3 —®D �—
ST LUC COUNTY B 'ILDING DIVISION
REVIENNTI) FOR O
REVIE'�V_ E BY
DATE
PLANS P RNJIT 1bsiJST BE KEPT ON SOB
'. _,-ORNO INSPECTIONNV§] BE MADe& Vi/OOCI, PE
Professional Engineer
950 Sultan br
PSL, FL 34953
5UILDING UNIT END VIEW