88-16 Minor Mod Webb & Plucker Oversized Plans

_­1
GRAPHIC SCALE
m m �11
m m m �
( IN FEET )
I inch = 10 ft.
22.0
20.0
18.0'
16.0'
14.0'
12.0'
10.0'
8.0'
6.0'
4.0'
2.0'
0.0'
B
T(
EXISTING
HOUSE ABOVE A
v
EXISTING GRADE
20.4'
EXISTING::\
— —
,—GRADE
17.2':N
EXIS'flNG-\
GRADE
F4f�
—
— — — ___N
rl 5.2' 14.1'
10. 6'-\
_'--EXISTING WOOD
=--' _\
RETAINING WALL
u u
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-To--BE-REm0VED__
'—EXISTING WOOD
RETAINING WALL
10 BE HEMOVEL)
EXISTING_'l
ULKHEAD
) REMAIN
EXISTING ELEVATION PROFILE RECEIVED
DEC 13 2017
DCNI- MHD CITY
22.0'
20.0'
18.0'
16 . 0'
4. 0'
12. 0'
10.0'
3.0'
3.0'
o'
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SCALE:
1 It = 101
SHEET:
S 1 OF 5
DATE:
11-17-17
REVISED:
N/A

DESIGN LOAD TABLE
DESIGN LOADS (psf)
LIVE LOAD
DEAD LOAD
LIVE LOAD
DEFLECTION
ROOF
16
10
L/240
ATTIC (WITH STORAGE)
20
10
L/360
ATTIC (NO STORAGE)
10
10
L/360
FLOOR (NON -SLEEPING AREAS)
40
10
L/360
FLOOR (SLEEPING AREAS)
30
10
L/360
EXTERIOR DECKS
40
10
L/360
WIND LOADS
130 MPH; EXPOSURE C
ROOF ZONE
WALL ZONE
1
2
3
4
5
DESIGN PRESSURES (psf)
-44
-51
-51 1
-48
-58
OCCUPANCY CATEGORY
II (PER TABLE 1.1 ASCE/SEI 7-05)
NOTES:
1) ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING STRUCTURAL CONDITIONS.
ALL STRUCTURAL FRAMING INCLUDING FOUNDATION GIRDERS ARE EXISTING BY OTHERS.
2) ALL PILES SHALL BE T.W. NO.2 SOUTHERN PINE. PILE TIP SHALL EXTEND TO A
DEPTH OF NOT LESS THAN 8 FT. BELOW THE NATURAL GRADE OR FINISHED GRADE
OF THE LOT, WHICHEVER IS LOWER UNLESS NOTED OTHERWISE.
3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE PROPER INSTALLATION
OF ALL METAL FASTENERS PER MANUFACTURER'S SPECIFICATIONS.
4) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND
INFORM ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
5) IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO
CONFORM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS, METHODS OF
CONSTRUCTION, AND USES OF MATERIALS IN BUILDINGS AND/OR STRUCTURES
PROVIDED BY THE NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL CODE (2009
IRC WITH NORTH CAROLINA AMENDMENTS), ANY OTHER LOCAL AGENCIES, AND IN
ACCORDANCE WITH GOOD ENGINEERING AND CONSTRUCTION PRACTICES.
6) ALL SAWN LUMBER FRAMING MATERIAL TO BE NO.2 SOUTHERN PINE (MIN.). ALL
LVL FRAMING MATERIAL TO BE 2.OE (MIN.).
7) ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR AN APPROVED EQUAL.
8) FINAL APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR PERMITTING
OFFICIAL.
8x8 T.W. PILING -
(SHOWN BEHIND)
PLACE CENTER REBAR
THROUGH %"0 HOLE IN PILING
4" THICK 3,500 PSI
(MIN.) CONCRETE SLAB
INTERIOR WALL ABOVE
SILL PLATE
•
L _
Yy
(3)#4 BARS CONTINUOUS i
w/25" MIN. LAP SPLICE 24"
& 3" MIN, COVER. (TYP.)
MIN. 4" LAYER OF RELATIVELY
CLEAN, COMPACTED SAND (SP)
OR GRAVEL (GP) WITH LESS
THAN 5% PASSING NO. 2 SIEVE.
CONTINUOUS CONCRETE FOOTING AT INTERIOR WALL
SCALE: 1" = T-0"
NOTE: BOTTOM OF FOOTING SHALL BE SET TO PROVIDE FROST PROTECTION.
8x8 T.W. PILING
(SHOWN BEHIND)
EXTERIOR WALL ABOVE
4" THICK 3,500 PSI (MIN.) I
CONCRETE SLAB SILL PLATE I
- 00
MIN. 4" LAYER OF RELATIVELY
CLEAN, COMPACTED SAND (SP)
OR GRAVEL (GP) WITH LESS 24"
THAN 5% PASSING NO. 2 SIEVE.
i
(3)#4 BARS CONTINUOUS
w/25" MIN. LAP SPLJCE
& 3" MIN. COVER (TYP.)
CONTINUOUS CONCRETE FOOTING AT EXTERIOR WALL
SCALE: 1" =1'-0"
NOTE: BOTTOM OF FOOTING SHALL BE SET TO PROVIDE FROST PROTECTION.
PROPOSED RETAINING
WALL TYPE 2 (SEE
DETAIL ON SHEET S5)
PROPOSED RETAINING
WALL TYPE 2 (SEE
DETAIL ON SHEET S5)
50'-0"
8'-01, 8'-0" 10'-10" 11'-6" 11'-8"
_ _ _ _ _ _ _._._'_ _ =--=-=-=-=-=-_-=
III II
1{I II
co 16'-0" 3'-0" 16'-0" 3'-0" 12'-0" 0
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CONTINUOUS CONC.
FOOTING (SEE DETAIL) III
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PROPOSED RETAINING
WALL TYPE 3 (SEE
DETAIL ON SHEET S5)
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PROPOSED PILING & FOOTING LAYOUT
SCALE:1/4" =1'4'
KEY:
= PROPOSED 8x8 T.W. PILING w/8 FT. MIN. EMBEDMENT
PROPOSED RETAINING
WALL TYPE 3 (SEE
DETAIL ON SHEET S5)
RECEIVED
DEC 13 2017
EXISTING RETAINING
WALL BY OTHERS
TO REMAIN
BEGIN PROPOSED
RETAINING WALL
TYPE 3
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SHEET:
S3 OF
DATE:
11-17-17
DCM- MHD CITY
REVISED:
N/A

T.W. TOP CAP (SEE PLAN)
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2 FT. MAX. I
EXIST. GRADE ELEV.: +9.7'
16 FT. MIN.
DEC 13 2017
DCM- MHD CITY
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SHEET:
4 OF 5
DATE:
11-17-17

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SCALE: 314" = V-0"
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NOTES:
1) ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING
STRUCTURAL CONDITIONS.
2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE
PROPER INSTALLATION OF ALL METAL FASTENERS PER
MANUFACTURER'S SPECIFICATIONS.
3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
ALL DIMENSIONS AND INFORM ENGINEER OF RECORD OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
4) ALL FASTENERS SHALL BE HOT DIP GALVANIZED (MIN.). ALL
BOLTS TO HAVE WASHER AND NUT (TYP.).
5) ALL WOOD MATERIALS SHALL BE #2 SOUTHERN PINE TREATED
PER AWPA STANDARD U1-17 USE CATEGORY UC4B GUIDELINES.
6) ASSUMED SOIL CLASS = -SM—SILTY SAND"
10 FT. MIN.
TYPE 3 RETAINING WALL CROSS SECTION
SCALE: 3/4" =1'-0"
RECEIVED
DEC 13 2017
DCM- MH® CITY
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SCALE:
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SHEET:
5 of 5
DATE:
11-17-17
REVISED:
N/A