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FIRST FLOOR PLAN: 1/4" = 11-0" SECOND FLOOR PLAN: 1/4" = 1'-0" Q
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1. ALL HEADERS 4X12 U.O.N. NOTES: W
1. ALL HEADERS 4X12 U.O.N.
2. ALL 1NALL5 UNDER A VAULTED END TRU55 TO BE LL
BALLOON FRAMED TO THE BTM CHORD OF THE (6
VAULTED END TRU55 z
LIVING AREA LIVIN6 AREA JQ
410 SQ FT 429 50 FT
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PLAN DATE:
2/20/2023
SHEET NUMBER
1
FOUNDATION / FIR5T FLOOR FRAMING: 1/4" = 1'-0"
N
EXISTING FOOTING
AND STEM WALL
FLOOD VENTS 16" X 8"
.2,1 214
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2X4 PONYWALL (SEE DETAIL)
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NOTES:
1. MIN 5" X 5" X 1/4" PLATE WA5HER5 SHALL BE PROVIDED FOR ALL
ANCHOR BOLTS.
2. PROVIDE ANCHOR BOLTS 5' O.G. (MIN) WITHIN 12" OF THE END
OF EA. SECTION. BOLTS SHALL BE 1/2" DIAM (MIN) AND EXTEND T"
(MIN) INTO CONCRETE.
5. USE 5CREEN'D FLOOD VENTS- MIN 1 50 FT PER 150 SF OF
CRAWL SPACE
4. LOAD PAD (56) 56" X 56" X 12" GONG. LOAD PAD
DETAIL: NEW FNDN
ATTACH TO EXISTING
EXISTING NEW STEM
STEM WALL WALL
DRILL #4 R.B. _
6" INTO EXISTING FNDN
(1) AT TOP AND BTM OF
STEM WALL, AND (2) IN
FOOTING.
EXTEND 6" INTO EXISTING
AND 12" INTO NEW FNDN
8" FOUNDATION DETAIL:
P.T. MUDSILL
112" ANCHOR BOLTS @ 6'0" O.C. OR AS PER
SHEAR WALL SCHEDULE (ANCHOR BOLTS)
8" CONC. STEM WALL W/(2) #4 R.B. CONTIN.
PLACE STEEL 1.5" FROM TOP- THEN PLACE
TOP OF VENT 3" FROM TOP, OR AS NOTED
IN COMMENT.
#4 R.B. UPRIGHT @ 48" O.C.
8"X16" CONC. FTG W/(2) #4 R.B. CONTIN.
ALTERNATING 7" HOOK
MIN ONE #4 BAR SHALL BE INSTALLED NOT MORE THAN 4'-0"
O.C.- THE VERTICAL BAR SHALL EXTEND TO 3" CLEAR OF THE BTM
OF THE FOOTING, HAVE A STANDARD HOOK AND EXTEND A
MINIMUM OF 14 INCHES INTO THE STEM WALL
ITS2.56/1 1 .88 HAt
7/16" OS6 4
5EGOND FLOOR FRAMING: 1/4" = 1'-0"
PONY WALL
DETAIL:
MWLS 0 2a OC 214 NW WALL
BD NAILS
EDGES
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PLAN DATE:
2/2ono28
SHEET NUMBER
3
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PLAN DATE:
2/2ono28
SHEET NUMBER
3
ROOF FRAMING: 1/4" = 1'-0" GRO55-5EGTION: 1/4" = 1'-0"
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COMP ROOF OVER 7/16" OSB SHEATHING
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1. ROOF LIVE LOAD: 25 LBS PER SQ FT
2. PROVIDE ADEQ. VENTILATION- MIN 1 SQ FT PER 150 SF OF ATTIC Q
5. ALL TRUSS -TO -PLATE CONNECTIONS ARE TIMBERLOK U.O.N. In W
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RAFTER JACK DETAIL: Z
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2X6 LEDGER 5D CA 1j)2X6 WALL STUDS 2X6 RAFTER
PLAN DATE:
. �2X FASCIA
zr2ono25
SHEET NUMBER
2X6 J015T
2X6 LEDGER 5D 4
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STORMWATER: CONNECT TO EXISTING RAIN I FOUNDATION
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NEW PCC PROPOSED III
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PARKINGIDRIVEWAY
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EXISTING
FIN GRADE 451' 6' P.D E. W
15T FLOOR: 453.5' W 0
(LAG) 451.0
(HAG) 451.1
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SITE PLAN
SCALE: 1"= 20' 0 � 20
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EXCAVATORS: �
ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BYTHE OREGON UTILITY NOTIFICATION CENTER, THOSE RULES ARE SET FORTH IN OAR 952-001-0010 AND CONTRACTOR SI VERIFYALLDIMENSIONS AND CONDITIONS, Q
THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER (NOTE THE TELEPHONE NUMBER (ADMINISTRATIVE) FOR THE OREGON UTILITY PRIOR
DESIGNER CONSTRUCTION.
NTRUCTIEPANCIES OR OMISSIONS
PRIOR TO COMMENCING CONSTRUCTION.
NOTIFICATION CENTER IS (503) 232-1987).
PLAN DATE:
2/20/2023
5HEETNUMBER
5
Total Lot Area 299 Ac.
sq. fl. %lot
Building Footprint 1983 22%
ExisHr�q 1512
Proposed 4]7
Driveway (within lot)
877
9.7%
Existing
278
Proposed
399
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SEWAGE DISPOSAL�o;e4y PLOT PLAN APPROVED
PRIOR - �RMIT
IS REQUIRED
DATE Q!� STR
BY
ENVIRO E HEALTH SERVICES
NORTH DELTA HWY
EUGENE, OREGOA! 9740E
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