Plans (10) I4o37 S< w/a(wt co. *r200 0014'f
FERN RIDGE ----- ----F----
_ EL:268.6 " S89'29'37"W 73.13' EL:270.2--
LOT 2 CONTRON ,--‘W _ � ER05IONL/ 1 ' r3E% O OR 1 S.i' CONTROL
FENCE f RAYMOND ASH
14037 SW WALNUT LANE o EG 270.5 1"1/2" CALIPER EG:271.0 t FENCE
CITY OF TIGARD 11.9'-----kms- g �- .1 8.6'
WASHINGTON COUNTY, OREGON i 1-
PARCEL # 25104BC10500
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LAND USE DISTRICT AND SETBACKS o
cD MAIN FLOOR o `
LAND USE DISTRICT: R-7 o I FFE = 275.9 _,,.
8 1 __..__ .._. FFE = 275.1 0
FRONT YARD TO BUILDING 15' AT GARAGE 1 71-
• DOOR I o
FRONT YARD TO GARAGE 20' • !1 STORM I
••• III• ! WEEPHOLE TO ✓
SIDE YARD CURB I EG:273.2
• EG:272.4
STREET SIDE YARD 10' H412.7'' r��•° 1 7.5
REAR YARD 15' ••!�!`, • 17.8' i2 • �I •
FIRE ACCESS 15.0' / - • 22.4'
4 •
TURNAROUND ^-- -=- — 4
0410:010
-� 4' SANITARY $,D'
� LATERAL • 1 PUE
LOT COVERAGE . , �--- ;..--- -;--72-
El.:
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5IDEWALK , EL:271 7. S89'16 05 E 72.59 a
-OTAL LOT AREA 6,330 SF 'PLANTER'STRIP EL:274.2
1-= 1LI \ . _• WATER
IMPERVIOUS AREAS CURB METER
DRIVEWAY 453 SF —*w`w ./ .'w w—w-w :► I7�I
HOUSE FOOTPRINT 2,772 SF - / rn 'T m STREET TREE:
_ MERRILL MAGNOLIA
OTHER CONCRETE 74 SF 47--,!-\\;—t-I/2" CALIPER - I
TOTAL IMPERVIOUS 3,299 SF SW WALNUT LANE l'
BUILDING COVERAGE % 43.8% ABBREVIATIONS
IMPERVIOUS AREA % 52.1% EG EXISTING GRADE
EL ELEVATION (EG AT PROPERTY CORNERS)
FFE FINISHED FLOOR ELEVATION
PUE PUBLIC UTILITY EASEMENT
N 1
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1iih •14: . '� ��,�' NOTES:
�`1 i /j)} _,
1. PLOT PLAN SUBJECT TO APPROVAL BY
1111, cm*" - f ZONING/ BUILDING AUTHORITY PR OR TO
`: STA
�pr. 14 ,9 KEOUT.
� C. 2. GRADE AWAY FROM BUILDING PER
BUILDING CODE.
SCALE: 1"= 20 FEET
RENEWAL DATE: 12/30/20 DATE:04/12/2019
FERN RIDGE LOT 2 EXHIBIT"ItiiiiNilip. t�
20
QAppmed: 43 'Pi ff1t AKS ENGINEERING & FORESTRY, LLC DRwN. SRL
Date: `1`IHi 3052 NW MERCHANT WY, STE 100 AK CHKD SCR
- BEND, OR 97703 AKS JO8
Initials: 541.317.8429 WWW.AKS-ENG.COM 7249
DWG:RDS001-A8-CDBASE- PLOT PLANS(04-04-19)1 LDT 2 -
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PAINTED END OF FLOOR TRUSS IS THE TOP LEFT END OF TRUSS INDICATED BY THE TRIANGLE 0 >. 7.„...1,, ,,.,,..,, E, .. :.,-,,,. ,
SHOWN ON LAYOUT AND THE TOP LEFT END OF TRUSS DRAWING ON STAMPED ENGINEERING PAGE _;
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25 -
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520600 L} -" -777;5. - - ""
Garage Right v _ __ >,z y- _ - _
16-03-00 14-09-00 21-06-00 - -_ _ 1 -
Use IUS3.56/16 Hangers UNO V` _ y
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FLOOR NOTES 03-0
Begin Layout Z CO O
ALL BEAMS, RIM, OR ANYTHING ELSE ii
NEEDED TO COMPLETE FLOOR SYSTEM J
TO BE SUPPLIED AND SIZED BY coa
RIME
OTHERS. PROBUILD TO SUPPLY OPEN
WEB AND TRUSS TO TRUSS o 0 0 0 0
0 0 0 0 0 0 0 0 0 0
. 1 1 1 1 cop 0 0 0
CONNECTION ONLY. o 0 0'0'o ' 0 0 0 "0'o
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ALL CONCENTRATED LOADS BEING i
TRANSFERED DOWN FROM ABOVE TO o N —
BE SQUASHED BLOCKED AS TO NOT LLIo
IMPOSE ANY ADDITIONAL LOADS ON — x o o o
TOP OF FLOOR TRUSSES.
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CAUTION: BBO
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p o.` FTO5A(3) FT05(5) B 2 c./
74
NEVER CUT, SAW, DRILL, OR MODIFY FT03A(7) N a ti
FLOOR TRUSS WITHOUT THE
I
APPROVAL OF PROBUILD TRUSS DEPT. (6)11153.56-16
0 RIM2 B EAM�j ius3s6il6
ALL 2X6 STRONGBACKING MUST BE 0 11-06-00 3-04- =' `= o N--
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INSTALLED ON EDGE AT 10' ON CENTER d 9 co' RIIt3'O > N-
AND FASTENED WITH 3-16d NAILS. `�' o coo,
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t� • FT09(3),,,, ,. ` ,F , -.___ - 'FTO2(11 - l H o ti C C�
STRONGBACKS TO BE ATTACHED TO 8-02-00 o
WALLS AT THEIR ENDS OR RIM3 M, ,rte t , 1 IT,s LL 9 o '
RESTRAINED BY OTHER MEANS. I—^ RIM6 BEA i'---
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WARNING: o a�
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DO NOT INSTALL TRUSSES . co
BACKWARDS OR UPSIDE DOWN. o co, o �I
FOLLOW LAYOUT rTI��uss.ss/s m Cl O
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7 N B� &53.56/16 BBO W __I
FT07 2 FT03(7) 3 06-00 FT10(11) ��
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TC LL = 40 o W RIM7 — o p
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TC DL = 10 -0 c) Wc- ��c9
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BC LL = 0 ;� - —"I' 9 vr" ' _ -1 x ■ .�.� all �_ c
BC DL = 5 � RIM4 �. �RIM5 N (4 E
Total Load = 55 (,% a3 a°
Truss depth = 18" 11-09-00 8-00-00 11-09-00 21-00-00 m
LL I/d >= 480 0 N
V
TL I/d >= 360 DO NOT CUT, DRILL, NOTCH, OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSSns-9Lu
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TRIANGLE SHAPE 0 INDICATES LEFT END ON LAYOUT AND TRUSS DRAWING ON STAMPED ENGINEERING PAGE . i ^= ' -, .
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52-06-00 s = - - _
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AIMS MEM 1111=1011811=111•11111=1111110 0 A f:
SE01► Q E01
TC LL = 25 3-00-00 N CI N N O O
O O N O o
O O O O O
TCDL = 7 - - - - U O
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7 (Eas__ _c„ 4)
BCLL = O o o a o 5 D
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Total BCLoado 42 9-09-00 12-00-00 9-09-00
Wind Speed = 140 mph 11-09-00 8-00-00 11-09-00 21-00-00 IL m I,_. i
Exposure = BIF �[
Roof pitch = 4/12
ii w w w
Overhang = 16" DO NOT CUT, DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSS a a