Plans (87) LEGEND:
SD SANITARY SEWER Pacific
SD-- STORM DRAIN Community
4ATY OF TIGARD Design
01 WATER LINE
Approved byPanning EXISTING TREE r\ -57'51,7\-7.-) 12564 SW Main Street
Date: li ,4 , MANHOLE Tigard,OR 97223
14003 \Z [1]503-941-9484
CATCH BASIN
�^ DATE: 11/3/2017
initials. !�—� 505.7 506.8
STREET LIGHT REVISIONS
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STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
—504 C)
N. -506-�- EROSION CONTROL
—502 )
504-
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500 — — —�. — — — — .- -- — — — — — —
---s Z--- ri33.50' TREE t----- ----z
SETBACK SUMMARY Q:
PROTECTION
/ r 0 FRONT SETBACK: 20'
FENCING SIDE
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STREET SDE SETBACK: 15'
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E REAR SETBACK: 15'
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6.00' }-7 ' I
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0 498_ _ i 38 P ; I 37
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"_ j 10,000 SF
BUILDING: 8256AR I I
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LOT COVERAGE:
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= I I I LOT AREA: 10,000 SF
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II-----i j I PORCH , POLYGON AT
496 — / I ---------,4tab~— --- BUILDING FOOTPRINT: 3,365 SF BULL
6.00' -- --- _ 26.46 "• COVERED PORCH: 88 SF
o SIDEWALK PUE 495.3 20.00' _495.8 MOUNTAIN
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-_---_,,,_,_ — CANTILEVER LIVING SPACE: 191 SF-�- COVERED PATIO: 0 SF
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DECK AREA: 0 SF
`' LOT
-. 38
TOTAL COVERAGE: 3,644 SF
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31111 PLOT PLAN
° 36.4 %
STORM LATERAL
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WATER METER SANITARY LATERAL IMPERVIOUS AREA: 4,387 SF
PLANT (3) STREET
SW THAMES LANE
EL: SD SD SD
TREE: T CAL.
O TKA SURA TREE /
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CERCIDIPHYLLUM
JAPONICA
6
POLYGON NORTHWEST (503) 221 -1920 (i)
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PROJECT NO-: 395-031
CJ 2 S 1 W8 TYPE: CONSTRUCTION
c`') SCALE REVIEWED BY: PRE
LOT 38 (R-4.5, ESTATE) 10 20
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POLYGON AT BULL MOUNTAIN
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15223 SW THAMES LN 1INCH=20 FEET
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pail umberDBL FJp®TRSrtxoDT runt LOtbTNGTIDx DOUBL
NOTES: I-JOIST LAYOUT JQIST GONNCGTION SPECS W
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& TRUSS COMPANY 'ALL BEAM SIZES PER ARCHITECT/ENGINEER "i' Piller blocking is not structurally requmed pr{2yjd€d both J
i l I-Joists arc continuously laterally supported by W<
'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 1-7/8 RFPI-20 @ 16 0.C. _ /connection to the sheathing at the top flange.In Z W
addition the joint in the sheathing shall be positioned
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_ over the center of one of tte taro top flanges to assure 00 _ �,
10515 SW ALLEN BLVD. REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING / shear transfer beturoen sheathing paneb. Z CO
BEAVERTON, OR REQUIREMENTS - WI- (n
(506)858-9663 MOVE JOISTS +/- 4" TO AVOID PLUMBING 1/4" = 1'-0" Scale ON 24" X 36" SHEET -
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PL17-305 CUSTOMER: POLYGON > r Za co a
LEVEL:MAIN FLOOR PLAN#:8256A
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PAGE# 1 OF 1 PLAN NAME:ENGLISH REVIVAL 0
DESIGNER ERIC D. LOT# CC
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DESIGN DATE:08/23/2017 SQ FT:
. BR.REV. ARCH PLAN DATE.08/04!2017
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PIotID Length Product Plies Net Qty c _ _ _ _ _ _ _ _ _ _ _ D=_ _ Arno°'naic�UaJ1 22-00-DO 11 718"RFPI-20 1 15 y x u " " " " " s 3d t o.y 9 L ,
J2 20-00-00 11 7/8"RFPI-20 1 15 r a °`H D m
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J3 18-00-00 11 7/8"RFPI-20 1 12 I_ Bs BK1 es s+ a '2_m sg z =s
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J4 16-00-00 11 7/8"RFPI-20 1 53 BKz 7. e N g r °a y 8 `o:o m a
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J5 14-00-00 11 7/8"RFPI-20 1 11 aa0"0:'0-g N o
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J7 10-00-00 11 7/8"RFPI-20 1 29 m d“o S o=t`°.o
J8 4-00-00 11 7/8"RFPI-20 1 1 a- 1,-,11—eKz — �-r Al
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B1 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 • e6 - ss _ BK1 ss = = R;
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B2 10-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 e
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B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 F i_< < < < , y , < 1 s Z o ,°w
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B6 14-00-00 BB01 1 13 m l o
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R1 16-00-00 1"x 11 7/8"APA Rim Board 1 14 I i ` r f- - 7 — t r i 56 B7 '-_ a c o 8) _, 8BK1 3-00-00 11 7/8"RFPI-20 1 84 i II Z0 = EoBK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 lot:
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CONFORMS TO DESIGN CONCEPT h n i 2 —
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REVISIONS AS SHOWN rr BK2
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THIS SHOP DRAWING ABS BEEN REVIEWED FOR GENERAL CONFORMANCE
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WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE II
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE -
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I At;
ByTHIS SHOP DRSoIoG. I a
By:: Arnold A.Solomon Date:August 24,2017 Ri rc q I. RI --
CT ENGINEERING INC R1
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®CONFORMS TO DB.CONCEPTmph
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H- HANGER CAI 101 I I ALL BEAMS AND CONNECTORS PER ENGINEER I FLOOR
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DESIGN CRITERIA
R DESIGNED TO MEET OR EXCEED �-- amm _--
= SUPPORTING POST _—� —.- LIVE LOAD 0460
L/480 DEFLECTION CRITERIA O _m.
R = RIMBOARD ., _ 44- - --------
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TOTAL u3so
BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR ���� � ��� ..-__.___ FLOOR LOADING
BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. �.II _ ��
J = JOIST CALLOUT ADDL. MATERIAL CONSIDERED IN LIST. /�� `�I% _-.-_•��1___
�� 0 `� i�I E� j LIVE LOAD 40
Ita,-0, _ _. ._._.—,-,-- DEAD LOAD 12
B = BEAM CALLOUT SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. '--'"' ..e,q = Irk I11 .7_-
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= - u ROOF LOADING
^'^�'—•^^^-^�< �. LIVE LOAD 25
DEAD LOAD 17
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