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Plans ' CrS-1-...-.7K:)S:=k - 1 1C\1 S\\ ' \'a LEGEND: —ss SANITARY SEWER Pacific Community SD STORM DRAIN Design til WATER LINE 12564 SW Main Street ® 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 5/11/2017 506.8 507.5 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ----\__________7-506----____ \---------508 EROSION CONTROL 506— / 504 . - r- 5 .... --- s o.=v.� .-<.,.: = -..--:_._.. ._ --�'- --- __, �z. -- !--"-..It- «,: .=-=- 502= — — — � - � I 24.50' 12.04' SETBACK SUMMARY I j , I FRONT SETBACK: 20' 1 ; SIDE SETBACK: 5' STREET SIDE SETBACK: 15' II 11 1 REAR SETBACK: 15' E 5.00' f I 6. 1 I I 37 i I 3b E 38 i I 1 1 I 9,000 SF I I 1 ; BUILDING: 8056A ; I Tin I 1 I I I I 1 1 M ' I GARAGE 5.00' I I LOT COVERAGE: C I I P-f1 • I u. II r{ 3,� 1-I- i I - LOT AREA: 9,000 SF POLYGON AT N f PORCH ____ \ I " �1 J c —I J ---Z__ �r BUILDING FOOTPRINT: 3,905 SF - -=—�✓b96 r- -..._. _.13r---- — — ,� BULL vl 28 75' i \---;:-' ' cr 6.00' COVERED PORCH: 139 SF c PUE j 20.00' � MOUNTAIN SIDEWALK 1, 495.8 IN 496.6 LL - _ '1 CANTILEVER LIVING SPACE: 184 SF a I LL v::7---_"k\ k:"— _._- : :_.._�� 1 I k: COVERED PATIO: 0 SF c' {/4%` Iyyy / J/ �:`:�: /} J/J /t I/� u / � f' //Z. ]-N co- J I ///1:61)//// DECK AREA: 0 SF - I �j^' l / / N, A f floc / LOT 37 4 #^• - 1 „ TOTAL COVERAGE: 4,228 SF PLOT PLAN a SW THAMES LANE 1 I �� STORM LATERAL \_, . ;II .a f SS / SS SS —ISS — 47.0 % v ` SANITARY LATERAL SW THAMES COURT IMPERVIOUS AREA: 5,300 SF a PLANT (2) STREET WATER METER / ''96 6 TREE: 2"CAL. 9 E. KATSURA TREE / ;�CERCIDIPHYLLUM 1I' JAPONICA f �. Tin / / / �1I --,\ --- I I / I /� • I I I ®-. .\ v-"%I I/ / / Its I lc I/ / i F. POLYGON NORTHWEST (503) 221-1920 :$TY 01 -"KGARD C PROJECT NO.: 395-031 c 2S1 W8 Approved b PI nning TYPE: CONSTRUCTION C y SCALE REVIEWED BY: PRE Date: 1/la 1(�- LOT 37 (R-4.5, ESTATE) 10 20 cr ce 0 POLYGON AT BULL MOUNTAIN initials: L.,,S 1 INCH=20 FEET 15191 SW THAMES LN Paafi umber NOTES: 1—JOIST LAYOUT W/ 0 Gat hJOISTrtRKOYT num CONTTaacrlon DOU9L01".JO13T GONNCGTIQN 500GB W W v 'ALL BEAM SIZES PER ARCHITECT/ENGINEER -�,._"" RIlerblockngisnotstructuraAyrequredPiTtY gdboth in j COMPANY �" I-Jcists aro continuous) lateral/ sup rted b W & TRUSS *SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 11-7/8 RFPI—20 @ 16" 0.C. connection to the sheathing at the topflange.In Z_W �^ addition the joint In the sheathing shall be positioned over the center of one of the two top flanges to assure 0-a = m 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING shear transfer between sheathing panels. Z to BEAVERTON, OR REQUIREMENTS / w., W I- + 1/4" = 1'-O" Scale ON 24" X 36" SHEET .7---%z �. "` 0" m (506)858 9663 " " _: M-, . „. w .r . . r, „. r W_ NoMOVE JOISTS /- 4 TO AVO►D PLUMBING r �' coow PL17-289 CUSTOMER: POLYGON b r y. s_ w° OD- Cl) LEVEL: MAIN PLAN#:8056 A <START FRAMING HERE So p PAGE 1 OF 1 PLAN NAME:ENGLISH REVIVAL G.R. O # DESIGNER KAMI HENDERSON LOT# 0 0 I Ir DESIGN DATE:8/11/17 SQ FT: 0- PAC.LBR.REV.8/14117 KLH ARCH PLAN DATE.8115/17@ R R -E.Ci w�O m > d O PAC.LBR.REV.08/1512017 ECD REV. , } L '-L } ,.a m w o`f, ,1;' lim PAC.LBR.REV.08/1712017 ECD REV. y=5 w 1 r c� aoD >¢ g',_oNO.0 NB 8 w E dnajcc,_PATIO = d "m: CrnFomod }rr� •Eaa cToMain Floor Products a I;b m 3 as o_ OUN ..yo pR PIotID Length Product Plies Net Qty e r 3 t,-mN w Ft J1 34-00-00 11 7/8"RFPI-20 1 30 as B5 85 Bs BK BK2 B_4 _ _ 1 _ _ Ba 84 _ Ba _ [65;E o B 0 P.°O''.52 v J2 26-00-00 11 7/8"RFPI-20 1 2 BK1 BK1 BK, BK, M N U t E c j Q 3.c J3 24-00-00 11 7/8"RFPI-20 1 29 BK2 . ` V " r , , " u o 2 B o m$o 3 r Uda cU�dcd15 J4 22-00-00 11 7/8"RFPI-20 1 9 BK, l a'6;3Vg E„° �; J5 20-00-00 11 7/8"RFPI-20 1 12H J6 18-00-00 11 7/8"RFPI-20 1 8 a naa 8 a'd Hao J7 16-00-00 11 7/8"RFPI-20 1 7 =_ — _ — ---_ d BK2 BK2 0.„e,.U a p,c o m'y o;°Quo J8 12-00-00 11 7/8"RFPI-20 1 2 �L.Ps -w D a a — B1 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 # ' E ; 3 z 6 E ; R B2 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 _a m B4 :4 A BO B4 B4 B4 B4 B4 ›--= T Vi,N B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 :._. .. BK, BK, Z o 1E B4 8-00-00 BBO1 1 28 I z O o a> ai m B5 6-00-00 BBO1 1 4 m 9 _ $ 9 c c o > o R1 16-00-00 1"x 11 7/8"APA Rim Board 1 15 © BK1 12;m U o BK1 3-00-00 11 7/8"RFPI-20 1 70 R, (7 c c a o @ to a2 BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 G cC . f- n L..-- U N r E U V ` Connector Summary LU coro m a ca PlotiD Qty Manuf Product Skew Supported Mtl wo 2 ,-„c° H1 4 USP TH017118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 � e AV *-da ad' " 3-- '- —BK . * �� R1 Q ja Y o 0 H2 1 USP TH017118 - 11 7/8"RFPI-20 -1200w 0 a co-ono a BK2 Q o Q ,6 N O+ � = ® y > � 3mta N CONFORMS TO DESIGN CONCEPT 9 co N > U N ❑ CONFORMS TO DESIGN CONCEPT WITH 0 0 0 0 0 0 0 aI BK2 NI F-_c a.Q.c d REVISIONS AS SHOWN # V d V 9 m ❑ NON-CONFORMING-REVISE AND RESUBMIT 134 64 BK1 B4BK1 B4 54 B4' THIS SHOP ORATING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE `WITH THE DESIGN CDNCEPT ONLY AND DOES NOT RELIEVE THE „, B3 I „, FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF YMICH HAVE PRIORITY .7, r . r, L, . „' 83 OVER THIS SHOP DRAWING. -17153 =I53 > O O A o h :. o ' - Ik By: ArnoldENG R.Solomon Date:August 17,2017 If '+ BKz e0I CTENGii .,. I ENGINEERING INC s II /]BK2 BK2 BK2 B ❑X CONFORMS TO DESIGN CONCEPT ❑CONFORMS TO DESIGN CONCEPT WITH m REVISIONS NOTED , lg.. , R, I PORCH I ❑ NON-CONFORM ING-REVISE&RESUBMIT CD IS IMO THIS SHOP DRAWING RAS BEEN REVIEWED FOR GENERAL CONFORMANCE - —J --T WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Ri 1 1-1 RI PRAWITYSPECIFICATIONS.AND APPLICABLE CODES.ALL OF WHICH HAVE L$ 6ZI 2PRIORITY OVER THIS SHOP DRALNING. By Rae Hauff Date 8/17/17 MILBRANDT ARCHITECTS LEGEND : H= HANGER CALLOUT I ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR ..-�-, ,-r.-",---, DESIGN CRITERIA FLOOR DESIGNED TO MEET OR EXCEED E _ .M.b Z= SUPPORTING POST 0U480 DEFLECTION CRITERIA .„-'..u_�� =_ 0 LIVE LOAD U480 R = RIMBOARD .., m ,=.7.4011 ill .\ ®`� I TOTAL LOAD U360 v-- _ FLOOR LOADING BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR / II j`� ADDITIONAL BLOCKING REQUIREMENTS. O r` B LIVE LOAD 40 BK = JOIST BLOCKING ADDL. MATERIAL CONSIDERED IN LIST. 1�Iltlj' N ,rr� w 1• _-,_Le_,.." DEAD LOAD 12 J — JOIST CALLOUT wu ._- I�4 =- 1 B = BEAM CALLOUT {SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 OA -' ROOF LOADING LIVE LOAD 25 _ .4..-...,,,-.�..•.•.a,. ...a, ,: .,..,•.-•......- 0 ...: ''.,.,..' DEAD LOAD 17 E CONFORMS TO DESIGN CONCEPT -0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN We ©CONFORMS TO DESIGN CONCERT y ; NON CONFORMING REVISE AND RESU�rvill {*_ .. ,r. t y T it WY ❑a IFONs�o Eo IGN CONCEPT WITH v . / ❑NON CONFORMING REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CON' 1.1ItITrp►IlU1. �N11�E E WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE T E i �, SI FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ry ��i ew'r ANKH patoS/23/17 E: - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY " R/�1 �I MILBRANDT ARCHITECTS OVER THIS SHOP DRAWING. C By: Arnold R. Solomon Date: August 22, 2017 CT ENG I NE ER I k>�:-�C � _1 III, 11 0 y E c.) 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