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/ I I 4 03 HARPINS 0 8' O.G.
NEW ELECT. (TYPICAL) PROVIDE #6
METER W/ 200 DEMUC EXIST, AREA AROUND DOWELS IN NPDXY 1511-1-110
MAIN DISC. I FOUNDATION WHERE OLD SEPTIC I I 6" MIN EMBEDMEI\It s 12"
TANK WAS LOCATED AS PER GEOTECHNICAL OC TYPICAL
SPECIFICATION- CERTIFICATE OF SOIL
BEARING COMPLIANCE TO Ba PROVIDED
BY GEOTECHNICAL ENGINEER
I I I I
0
'DESIGN LOADS--
ROOF LOAD
LIVE LOAD 30 POP
DEAD LOAD 26 PSF
FLOOR LOAD
LIVELOAD 100 POP
DEAD LOAD 10 PSF
WIND LOAD
146 MPH AS PER ANSI / ASCE 1 -98
CATEGORY 1
EXPOSURE G
IMPORTANCE FACTOR 1.0
FOUNDATION SCHEDULE
MARK
SIZE
REINFORCING
.i. REMARKS
CONt TRANS EA.
UP36
36 x 12
4 -O6 CONT
06 s 16" OC TRANVI
RSE
WF 18
18 x 12
2 -O6 CONT
03 TIES s 8'
15 -3
42X42X 12
3 - 08 EA. WAY BOT.
4 X1/2 kb /8X1 /1Z)Cl l/2 LAP I
PLAT
BAR FULLY
F -4
48X48X I6
6 -05 EA. WAY BOT.
15 -$
60X60X 16
6 -$% EA. WAY BOT.
DEAD LOAD RESISTING UPLIFT 10 PSF PROVIDE 2 -O6 X 30" LONG BENTEACH WAY AT ALL CORNERS
UPLIFT ON ROOF TRUSSES 41 PSF At
ROOF SHEATHING NAILING SCHEDULE:
A. PROVIDES 2x4 BLOCKING AT ALL RIDGE 4 HIP LINE
w/ 3 -10d NAILS FROM EACH SIDE
B. ANCHOR 3/8" CDX PLYWOOD w/ *8 WOOD SCREWS * 2 1/2" LONG At 6' O.C. THRU -OUT
AND OVER THE LEDGER.
C. USE 6/8" COX PLYWOOD w/ 10d RINK SHANK NAILS At 4" O.G. THRU -OUT
EXCEPT OVER THE LEDGER TO BE 4" O.G.
StRUCTURAL SPECIFICATIONS
REINFORCING STEEL 60000 PSI
CONCRETE 3000 PSI
SOUTHERN PINE 02
F o ■ 1200 PSI
F, ■ W PSI
E =1.6 X1.6 PSI
I STATEMENT
I-OIL AT THE SITE IS ROCK AND SAND WITH AN
ALLOWABLE BEARING CAPACITY OF 2.0 KSF ON
VISUAL INSPECTION. CERTIFICATION BY ARCHITECT
FIRIOR TO FOUNDATION INSPECTION.
GMrii i F wir. i isr." i riary i I I N, 8 x 12 CONC. W/ 4 013
3' -2" I
`J V:RT.
9'_0 I 4 03 HARPING s of O.G.
/ (TYPICAL) PROVIDE 05
16X24 W/6 -06 VERTICAL 4 I DOWELS IN EPDXY FILLED 1
/ 03 TIES A 12' CC 6" MIN EMBEDMENT ® 12' O
I I I I OC TYPICAL -
/ 1 ■■ ■■ I I I � V�F3lo I
- -- --
6' -4" 61'4"
8" MASONRY WALL W/ o6 s 32' OC
• lei 205 g FREE STANDING WALL
/ 8X8 W/211B Y11RtfGAL I—
I j� I` j� 03 HAIR PINS B e' OC
/ F O U T I O I `l FLAN NORTH
SCALE= 1/4`=l'-0"
COLUMN SCHEDULE
MA
SIZE
REINFORCING
VERTICAL TIES I
REMARK
1
8 x 12
4 -05
*3 TIES s 8 "I
C
2
8x 20
6 - $I9
03 TIES s 8'
C -TWO SETS
O
4X4X1/4 STEEL COLUMN
4 X1/2 kb /8X1 /1Z)Cl l/2 LAP I
PLAT
BAR FULLY
V
O�
F TIES READ.
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W/ 206 SMOOTH
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