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300 55 SANITARY SEWER Pacific,
STORM DRAIN Community
Desi��n
427.6 425.2 --W WATER LINE 3
12564 SW Main Street
60.0' MANHOLE Tigard,OR 97223
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—438 438- — -- — DATE: 5/12/2016
— — -
- STREET LIGHT
30.76' 26.74' — _..._. _ ......... REVISIONS
440 440— STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
• I _ _ .. 444
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1 442 - 442--- — —_ _— —_ — EROSION
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5.00' : i I i SETBACK SUMMARY
1 1 46 I I ......... — / I
I I_ i 1 I FRONT SETBACK: 20'
o i 6,002 SF i 5.00' f/ 1 SIDE SETBACK: 5'
1— i- BUILDING: 5017BDR I r;-� I STREET SIDE SETBACK: 15'
47 1 FF=458.8 I 45 1 REAR SETBACK: 15'
448 -- BFF=449.8 448
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—450 1 450 ....— ...
a) 1 i i GARAGE
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27.29' 20.29' 24.29' 6.00' LOT AREA: 6,002 SF
PUE,TYP POLYGON AT
N SIDEWALK BUILDING FOOTPRINT: 2,357 SF
DJLLI 456 5 � : — — BULL
x ,- 456.9
a 0 - COVERED PORCH: 150 SFoMOUNTAIN
,civ ' !J 0 , i' k I I ' ;/ �j CANTILEVER LIVING SPACE: 0 SF
0 WATER
METER
ig
COVERED PATIO: 0 SF
SS 5, 55 .::::: SS 5 DECK AREA: 283 SF
vN SANITARY LATERAL SW 154TH DRIVE LOT 46
�l TOTAL COVERAGE: 2,790 SF PLOT PLAN
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–' STORM LATERAL 46.5 %
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v - - PLANT (1) KATSURA TREE/ -� IMPERVIOUS AREA: 3,406 SF
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5 % r '' A f- L A' /";:',,, A 1 1 4, [ h A n
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P POLYGON NORTHWEST (503) 221 -19200
Approved by Planning PROJECT NO.: 395-031
2SI W8 /ITYPE
Date: it hep REVIEWED SCALE BY: CONSTRUCTION PRE
LOT 46 (R-4.5, LARGE) 4. 0 . o 20
POLYGON AT BULL MOUNTAIN Initials: Z-c
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15095 SW 154TH AVE 1 INCH=20 FEET
® CONFORMS TO DESIGN CONCEPT
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THIS SHOP DRAWING HAS BEEN EVIEWED FOR GENERAL CONFORMANCE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - - DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE PRIORI OVER THIS SHOP DRAWING.
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15
OVER THIS SHOP DRAWING. 61y MILBRANDT ARCHITECTS
By: Arnold R. Solomon Da e: November 3 15 6'4" 1.....____.4
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BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS
POLYGON NW 11/02/15 PLACEMENT NLY.REFER TO
TRUSS CALCOULATIONS AND
ENGINEERED STRUCTURAL
PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER
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DESIGNER/ENGINEER REVIWOFOFRECORD LLTO & TRUSS
17 B CHECKED BY: REVIEW AND APPROVE OF ALL COMPANY
DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION.
0.11" - 1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
PACIFICLl1MBERCOPYRIGHT2Ut5 DE5/6NNOTES: ROSEBURG FRAMING SYSTEM'
^� da E.174 ,�xa These plans and the designs are copyrighted under Federal Law byPacific Lumber Company 2015. THIS FLOOR SYSTEM WA5 quality engineered wood products for fodov's buitder'-
„.,w..a P 9 P y DESIGNED TO MEET OR
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GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
GONTRACTORNOTES: FL 1 5-405 (Basement Floor)
1)VERIFY ALL FRAMING CONDITIONS POLYGON 11I5 BASEMENT WITH JOISTS M ••+a
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FOR PLUMBING J4 RFPI-20 1 3/4 9 1/2 2 6 12 & TRUSS COMPANY
® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL R1 0513 Rim 1 9 1/2 5 16 50 `4.
R -RIMBOARD SHEARWALLS B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 10515 5Ff ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-9663
LB -LVL BLOCKINGB2 RididLam LVL 1 3/4 9 1/2 1.5E 2 2 4 PLAN DESCRIPTION/NUMBER: 1 lB (BASEMENT WITH JOISTS)
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JB -JOIST BLOCKING This layout is to be used in conjunction with JB2 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON
J -JOIST GALLOUT Architectural/Structural plans.Verify all _ PLAN DATED: 1 1/29/15
B -BEAM(FLUSH w/JOIST) shear wall blocking placement and connectors. Accessories
Purchaser responsible for approving this H1 ITHO 1 T 950-or-ITT9.5 6 DESIGNER: KAM/L.HENDERSON DATE: 12/1/15
NOR -HEADER(BEAM BELOW JOIST) ayout prior to any construction.
1350-BEAM BY OTHERSBASEMENT
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quality engineered wood products for today's builder-
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tee. . ,II �� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR
-,an,�aw ,II REFERENCE INSTALLATION Company,which retains copyrights to,and ownership of the plans.use of these plans by any other EXCEED THE LIVE LOAD RIGIDLAM LVL RIGIDRI M�
SOLID BLOCK ALL
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`/ BEAR;NGAREn of B�ocKs copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include
1 i `� i BELOYITOPOSTABOVE. DETAILS AND I-JOIST INFORMATION penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. Of L7450
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CONTRACTOR NOTES: myth
1 7B(BASEMENT r11TH 2015T5)
1)VERIFY ALL FRAMING CONDITIONS Mrics Material Width Grade qty Gut LN Tat Lth
B1 BIG BEAM T 11 7/5 2.1E 2 14 23 '`.
PGEND: 2)ALL FOOTINGS PER DESIGNER'S PLAN B2 RIgidLam LVL 1 5/4 -11 1/8 1.5E 5 20 00 ' M
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�� 5)ALL BEAMS PER DESIGNER'S PLAN 54 RluIcLam LVL t 3/4 11 v3 1.5E- 5 4 20
( H }-..HANGER GALLOUT (UNLESS NOTED OTHERWISE) 55 Rigid-am LVL 1 3/4 _11 1/5 1.5E 1 15 Ie Filler blocking is not structurally required provided both
�/ B6 BIG BEAM s 1/2 11 1/9 2.t E 1 12 12 I-Joists are continuously laterally supported by
® JB1 BLKG 1.15 LVL 3/4 7 7 1/5 1.5E 2a 3 T2
SUPPORTING POST 4)USE CAUTION WHEN GUTTING
FOR PLUMBING 252 51.-KG RFPI-20 3/4 11 /75 15 3 45 connection to the sheathing at the top flange.In '§.COMPANY
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-POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J1 RFPI-20 3/4 11 1/5
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J2 KM-20P 9
6 1 2 Tover the center of one of the two to flan es to assure
SHEARWALLS
R -RIMBOARD J3 RFPI-20 3/4 11 1/3 32 20 6ao2 shear transfer between sheathing panels. 105 15 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)856-9663
J4 RFPI-20 3/4 11 1/e 11 30 330
LB =Ls/LBLOGKING THIS/SAPLAGEMENTPLAN ONLY.. 25 RFPI-20 3/4 11 1/5 1a 1a 266 _ Flange I. PLAN DESCRIPTION/NUMBER: 17B (BASEMENT NTH JOISTS)
JB =JOIST BLOCKING This layout is to be used in conjunction with 26 RFPI-20 3/4 t t va 2 a t 6 +.>,e :-+i E 2-5/18" z it >:
Architectural/Structural plans.Verify all JT RFPI-20 3/4 i l va 3 1 e 54 -� CUSTOMER: POLYGON
y Ja RPPI-20 3/4 11 7/B 1 2 2
Nail Spaang
J -JOIST GALLOUT shear wall blocking placement and connectors. Ji RFPI-20 3/4 11 va 3 15 ae Requirements '"'" '"°' ""'" M. "'" Max '"'" Max ""'" "' PLAN DATED: 11/29/15
B =BEAM(FLUSH w/JOIST) Purchaser responsible for approving this R1 OSB Rim 11 7/3 3 15 125 DBL I-JOIST WITHOUT FILLER GONSTRUGTION
aa�
layout prior to any construction. N.rs. DESIGNER: KAM/L.HENDERSON DATE: 12/1/15
HDR =HEADER(BEAM BELOW JOIST) Accessories e.
BBC)-BEAM BY OTHERS N1 M1T41 1.55 16
BB
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