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ZONING: COMMUNITY COMMERCIAL
OCCUPANCY GROUP= B
CONSToI.ICT'ION TAPE= V -B
ALLOWABLE AREA: 9000 5Q. FT.
OCCUPANT LOAD= 25
REQUIRED FIRE RE515TANCE RATING: 5'-10'; 1 HOUR
LOT 51 ZE. 9115 5Q2. FT. C0.21 ACRE51
BUILDING 5I2:Er 2480 5Q. FT.
LOT COVERAGE:
BUILDING: 2196
NEW PARK I NGx LOT; 4244 5Q. FT. (46%)
PATIO, PORC:H5, 51DEWALK5; 495.5 5Qr, FT C5%3
LAND5C:APING: 1895!5 5Qr FT. (22%)
REQUIRED PARKING: 9 5PACE5
PARKINGPROP05EDr 9 5PAC.E5
REQUIRED 151KE PARKING= 3
NOTES
CODE5= ALL WORK 5HALL COMPLY WITH 2010 OREGON STRUCTURAL 5PECIALTY
CODE C055CJ AND ALL OTHER APPLICABLE CODE5 AND 5TANDARD5.
ENERGY CODE COMPLIANCE: ALL CON5TRUCTION 5HALL CONFORM TO
OR EXCEED CHAPTER 14 OF 0550.
CONCRETE
CODE= 0550 CHAPTER 19 AND ALL OTHER APPLICABLE COC`E1 ANIS 5'i ANUARD5.
CONCRETE ACCE55ORIE5: AL REINFORCING 5TEEL 514AL.. E MINIMUM, too kaR FOR #5 LARGER
ALL REINFORCING 5TEEL 5WALL F3E MINIMUM i X40 kal #4 SMALLER
CONCRETE: MINIMUM CONCRETE COMPRE551VE daHRENGTH 51j -ALL BE 2x00 ppai
D
6 28 A`r'5 PER OR5C TABLE 1904.3, FOR NEGLIGIBLE WEATHERING POTENTIAL.
PROVIDE MAXIMUM WATER -CEMENT RATIO OF 0.23
CONCRETE 5HALL HAVE A MAXIMUM SLUMP OF 3"
PROVIDE 190 AIR ENTRAINMENT FOR CONCRETE
NO 5PECIAL IN5PECTION REQ.
FOUNDAT I ONS• ALL FOOT I NCc5 5HALL BEAR ON UND 15TUR5ED 501L OR COMPACTED FILL.
MINIMUM 12" COVER OVER BOTTOM OF FOOTING5r PROVIDE #4 BAR VERTICAL.
as 4'-0" ON CENTER MAXIMUM. CLEAN ALL 5UBGRADE OF L005E MATERIAL PRIOR TO
POURING CONCRETE. FILL OVER 6 IN DEPTH REQrI I RE5 5PEC I AL I N5PECT ION.
ALL REINFORCING 5TEEL SHALL., BE PROVIDED WITH 3" COYER WHERE CONCRETE 15 POUR DIRECTLY ACOA I NST W I L
5TEEL
ALL 5TRUCTURAL STEEL 5HAPE5 5HALL BE GRADE 36 (aro kol) UNLE55 NOTED OTHFRW15E
ALL ANCHOR BOLTS 5HALLBE A301 UNLE55 NOTED OTHERW15E
MUD 51LL 5HALL HAVE 3x3"x3 GAGE WA5HER5 C31MP50N 5P5 OR EQUAL
ALL ' EXPAN51 ON ANCHOR5 5HALL BE 51 MP50N "5TRONG-50LA'" OR H I LT I "KINK BOLT" CIF 5PEC I F I ED)
WOOD
LUMBER- ALL LUMBER 5PEICE5 SHALL BE X45 FOLLOW5 UNLESS OTHERW15E NOTED
J015T5/5EAM5/5T'R1NGER5 DFL #2 OR BETTER
ENGINEERED LUMBER? 1 LEVEL GRADE5 A5 NOTED
GLU-LAM BEAM5 24F -V4
13UC.K&BLOCKING/13RIDGEING/ M15C:. DFL #2 OR BETTED?
5TUD5/PLATE5 DFL #2 OR BETTER
511-1-5/51-EEPER&CONTACT WITH CONCRETE/EXTERIOR DFL -#2 OR BETTER, PRE55URE TREATED
ALL JOISTS AND 5EAM5 FRAMING INTO 5EAM5, HEADER5, GIRDER5 OR LEDGER5 5HALL BE
5UPPORTED BY 5IMP50N TYPE J015T OR BEAM HANGERS. ALL WALL STUD 5PACINC-4 5HALL
ICa" ON CENTER UNLE55 OTHERW15E NOTED.
PLYWOOD 5HEATWINO-0 1,12" CDX OR 1116" 055 APA RATED EXP. 1
ROOF 5H ATHINGx 5HALL BE NAILED AT ro" ON CENTER AT BEARING EDGE5 AND
12 ON CENTER IN FIELD. EDGE BLOCKING NOT REQUIRED. BETWEEN 5UPPORT5
WALL 5HEATHING SHALL BE NAILED AT roON CENTER AT PANEL. EDG$E5 AND
12" IN FIELD UNLE55 OTHERW15E NOTED.
PL'Y'WOOD DECKING: 19/,32" T4G PL`t' WOOD DECKING. IPA RATED 5TURD-1-FLOOR
CLUE= LIQUID NAIL5 51.15FLOOR ADWE51VE OR EQUAL.
5CREW5= #8x2= BUGLE HEAD 5CREW5 6 8" O/C.
51DINGs JAMES HARDIE - HARDIPLANK
IN5TALL PER MANUFACTURER IN5TRUC TIONS OVER TYVEC: OR EQUAL VAPOR BARRIER
WEATHER PROTECTION
ALL EXP08ED WOOD 4
., saw w
WRFACES 8PALLBE PROTECTED BY ONE COAT O-SEALER/PRIMER
ONE COAs' OF EXTERIOR LATEX ENAMEL
INDEX
SHEE-1 SHEET TITLE 4
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71 TITLE PAGE GEN=i�4.11-. NOTES
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EXISTINCz SITE CONDITIONS Q Z a z
CE2 PROPOSED °iITE-FILAN
L I PROPOSED LLANDSCAPEPLAN z Q a
A I ELEVATIONS z
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A2 FLOOR PLAN DETAILS
Z z 3
FOUNDATION PLAN �. �D W, 0
A4 ROOD FRAMING PLAN � TYPICAL SECTION � Q � w
A5 MECHANICAL PLAN CDEFERRED SUMITTAL) � �4�
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LATERAL RESTRAINT PL -AN z �
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DATE
1/26/13
J
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CHECKED BY
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VE6ETATEID 5WALE 5ECTION 5003',
499.5
ARMOR OUtFALI
W/ RIPER ROCK
3" A/C PAVING EXiRIIpEp CONG GURB 500.24
. M
4 IQ
a 301E FILL
b" MIN. COMPACTED UNpI87URBt'D 301 500.2'
CRIJSHEp ROCK
VEGETATED
TYP. Lf=>AfRKlN6 5ECTION SUJALE
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62'
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FIN15H FLOOR ELEV. 500.49
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500.12 500.30N\\d) 500.59
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500.
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500.
EX. CB 500.5
TE=499.51
IE IN (E)=495.59
IE OUT (5)=495.82
500.25
INSTALL
POWER POLE
REPLACE EX. 4" SO
W1 4' PVC SD 6 0.012'1'
INSTALL GIBSON CB 50
MODEL GMCBIO-1224HB-4
TE=499.00
IE OUT=491.50
E311GE PARKING U
SNORT 4 LONG TRAS�I
TERM 3 5PACE5 500.48
r201.22
501.66
5oa.�9 a
500.43
fi 500.10
co ACT501,08.
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-KT 1 1. i20 '5P4 .59 500.11
5 500.39
500.45 ;
50C�:11 50i.a0
51 Ac"500:9 FfROF'05E
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n1' 500.59 :SW.:. VALVE
499.00 500.60
001.1 500.02
.. 500.16
r -o 11
500.02 '� 000.05 3 p 500.09
500.02 50X7.09 500.25
0.08 TF CLOSE EX15TING EX. VALLEY' TIER EXISTING CU5 CUT
III CSC 28► 50
500.14 TFC;
5 EXTEND GUR15 GUT 9` WEST
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ZONINGS COMMUNITY COMMERCIAL � `�cr
LOT 5I 9115 . FT. (0.21 ACRES) AREA iN ) M a�f
BUILDING SIZES 2 :3a FT.
`�''' �►��:.,� .IG! -1T
EXP. 12/31/14
LOT COVERAC*, CATCN 5A51N (NEW)
BUILDINC0 21 CATCH BASIN CEX15T,�
NEW PARKING LOT= 4244 5a FST. (46%) ..-.---- DRAINAGE DIRECTION
PATIO, PO MS.. 5IDMALK5$ 495.5 5a FT (5%)
LANDSCAPING; 1895.5 FT. -(22% ' 'OUT (NEW)
RF-QUIRED PARKING: 9 SPACES 91 ELECTRICAL VAULT MV.)
0-�---"- FENCE
PARKING PROPOS 9 $FACE$ FII'' E-hr'1�RANT (EXIST.
JK FIRE HYDRANT � I
0 (145 (EX15T.)
. FINISHED GRACE SPOT ELEVATION
. EXISTING GRADE ELEVATION
MANHOLE (NB,U) 0
STORM IN MANHOLE (EX15TJ
C?R GSA
SANITARY'' R MANHOLE CEXI°5T.?
SANITARY'" SE CLEAN OUT CNEW1
0 5.S.C.O, (EXIST.) �'�
SANITARY'" MANHOLE (EXIST.) z
STORM IN 1"IANI-I�C71..E (EXIST.)
01 TELEP14 ONE RISER
o WATER METER IBOX (EX15T)
WATER R 150X, CNEUU.?
WATR VALVE MEW)
DATER VALVE (EX15T.) Q
X -o STREET LIGHT (EX1°5T.)
Hill
AD DRAIN
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C.O. CLEAN CUT
IDS T
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G.V. GATE VALVE
L.F. LINEAR FEET
LT LEFT
M.B. METER BOX
M.H. MAN HOLE
PUE F'UEw3L1C UTILITY' EASEMENT
--P-- POWER CONDUIT 4 -
RT RIGHT
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5«X" EXIST. x"O SANITARY �..�
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S"x"P EX15T. X"4' PRE:35URE SANITARY 5 R 0z
5.0. STORM DRAIN
5.5 SAN. SEW.
55 # SRV. #11 SANITARY' SERVICE
20 m
Wf C.O. �
STIP. STANDS Z E
5 TE FLAN &')e' SAN. 58JJM MAIN X'" 0 (EX15T.)54
TEMP. TEMPORARY
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W1L WATER LINE � � 0
W1M WATER .METER 0
W.5. WATER SERVICE LINE, CORF. 5TOP, N�
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ANGLE STOP 4 M.B. SEE DETAIL 408
WATER MAIN X" y (EXIST.)
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SHEET NO.
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OCCUPANCY: GRMP 5; INSURANCE OFFICE
TYPE OF CONN CTION: TYPE
FI . RESISTIVE WOUIREMENT BASED ON SETBACK;.
5'TCSla,t HOUR
AREA: 2480 5a FT. SINGLE STORY
FLOOR AREA nR OCCUPAN-P 100 GRO55
OCCUPANCY• 25
REQUIRED EXITS= 2
PLUMBING FIXTURES: WATER C'.LO5ET5; 2 iREQ.
LAvATORIE5; .2 REQ.
2xr► FASCIA --
GABLE END TRU55 W1 -._.._..-.
2x FURRING 6 IV' O/C
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HOUSE WRAP �
TYPE �< GYP. SHEATHING
201-311
1/1&'055 SHEATHINCx 0
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LIGHTING LEGEND 2xEa P.T. SILL �
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A �° DATE
LITHONIA THON I A P1" 13X 2 32 18LD 120 s ANCHOR BOLA'S 112�a� t 3
6 481, O/C: W/ 5IMP50N
E3 LITHONIA PM3X 1 32 18LD 120 -.---- 8" CONC. FOUNDATION DE516NER
E LITHONIA PM3X 1 32 18L.D 120 EL d : •
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FILE NO.
F LITHONIA WF'CW 28DDT 120 LPI 8"xl�" GC?NG. FOOTING N005A2.DWG
LO/ 244 BARS CONT.
LITHONIA LRE S 1 R 120 EL N SD NOV 2 2013 PROJECT NO.
51=CTIN4LITHONIA ELM H 1 N005
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NOTE: ELECTRICAL CONTRACTOR MAY I HR FIRE WALL: 0350 TABLE 120.10) 6145Et No.
SUBSTITUTE FIXTURES OF EQUAL OR LOWER ITEM NO.; 15-1.13
WATTAGE WITH OWNER'S APPROVAL. Fite-,
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FLA344INCz CONT*
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6x6 W41 W4 W.W.F CONT. W1 F I N I5H FLOOR
AC PAV I NCx V2" il-!1' E5HOLD 6 ENTR`Y' -
2% BLOPE
811x f 2" THICKENED EDGE �A
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U11 244 BAGo t.COl'�PACTE GRAVEL
5AGKFILL 6 PORCH
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144 BAR as TOP
( MIL VAPOR BARRIER
CONT. -TAPE 5PLICE5
4 dd
„ �� 81'x14" GONG. FOOTING-/
6 x12 GANG. �Tf�IP FOOTING U11 244E3AR5 CONT.
U11 244 �3AR3 CONT.
5ECT I
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1=1 0��
4" LONG. FOUNDATION WALL ,° �� �
4 �3ARv VERT. la 481, O/C � x14 ; GQNG. FOOTING M�
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1126113
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planner: - SHEET No,
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144 BAR as TOP
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CONT. -TAPE 5PLICE5
4 dd
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U11 244 �3AR3 CONT.
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