462 Sherry Dr 2013 Beam Repair I
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- II
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EXISTING FLOOR JOISTS EXISTING LOAD BEARING WALL
EXISTING 5" X 15-1/2" EXISTING 5" X 15-1/2"
/ GLULAM BEAM (TYP.)
14'-0" GLULAM BEAM (TYP.)
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INSTALL NEW W8 X 31 STEEL BEAM ABOVE NEW
AND EXISTING GLULAM BEAMS UNDER SUBFLOORING
EXISTING SUBFLOORING
EXISTING 2 X 10 FLOOR JOISTS
WELD 3" X 3" X 1/4" ANGLE TO TOP AND BOTTOM
FLANGE OF STEEL BEAM AND BOLT TO NEW AND
EXISTING BEAMS W/ (2) 5/8" BOLTS W/ WASHERS
INSTALL W8 X 31 STEEL
AND NUTS
BEAM ABOVE EXISTING
5"X15-1/2" GLULAM CONNECT NEW GLULAM BEAM TO PILINGS IN A
(SEE DETAIL) co SIMILAR MANNER AS EXISTING CONNECTION
14'-0" EXISTING 5 X 15-1/2 GLULAM BEAM NEW 5 X 15-1/2 GLULAM BEAM
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CONNECT NEW GLULAM BEAM TO PILINGS IN A
SIMILAR MANNER AS EXISTING CONNECTION
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EXISTING WOODEN
PILE (TYP.)
EXISTING WOODEN PILING
EXISTING WOODEN PILING
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-- _ ---REMOVE EXISTING Gt -
AND INSTALL NEW 5" X 15-1/2"
PRESSURE TREATED GLULAM
@� BEAM (SEE DETAIL)
l h 14'-0"
INSTALL W8 X 31 STEEL
BEAM ABOVE EXISTING
AND NEW 5"X15-1/2"
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GLULAM (SEE DETAIL)
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61-0#
FOUNDATION REPAIR DETAIL u UPQ
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DESIGN CRITERIA
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ALL CONSTRUCTION SHALL CONFORM TO FBC 2010
1. DESIGN ULTIMATE 3-SEC. GUST WIND SPEED 130 MPH
FOUNDATION REPAIR PLAN 2. RISK CATEGORY II
SCALE: 1/4" = 1' 3. BUILDING CATEGORY II
4. EXPOSURE COEFFICIENT C
5. INTERNAL PRESSURE +/- 0.18
6. COMP. & CLAD. PRESSURE 42.6, -57.0
7. MIN. SOIL BEARING CAPACITY 1,500 PSF
ROOF LOADS: LL=20 PSF, DL=10 PSF, TL=30 PSF
f FLOOR LOADS: LL=40 PSF, DL=10 PSF
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CONSTRUCTION PLANS Q DESIGNED BY: PROJECT NO DRAWING:
ANCHOR ENGINEERINGo R . . B • WATERS
IMPROVEMENTS FOUNDATION N DATI O N FOR E NTS Q � DRAWN BY: FIELD BOOK NO ; PAGE(S) I
/17
HOR OF FLORIDA INC. MR. DAVID WATERS RESIDENCE 0 R .J . B. _ -
462 SHERRY DRIVE SCALE: FD 1
GINEERING '
OF FLORI A, INC. CIVIL ENGINEERING ATLANTIC BEACH , FLORIDA PROFES NAL ENGINEER: 1 4 = 1
BY A RONALD J. BONGIOVANNI DATE:
4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388-1259 HYGEMA HOUSE MOVERS NO DATE REVISION BY F AUTHE 5
5 43 12/3/201 ,3