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Plans (104) 7. _ / 4 . tt,, 696/ 6.‘--%(/'e- LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN onlnlunit:' Design —W WATER LINE 12564 SW Main Street • MANHOLE Tigard,OR 97223 iT ` [I]503-941-9484 4fi.>� �I 1 ■ CATCH BASIN ���i®�� 151 ) DATE: 12/37/2015 STREET LIGHT REVISIONS N .—° STRAW WATTLE PERIMETER NO. DATE DESCRIPTION _ 25.00'STORM AND i>b �i EROSION CONTROL SANITARY EASEMENT f // != - — — — get 248 milia" a I STREET SECTION, SEE SANITARY LATERAL �' ;r 0 CONSTRUCTION DOCUMENTS SS SS _250— j: t'\ STORM LATERAL 252 Ih ila►l ZcyQr ��� SIDEWALK p;®��1, VI SETBACK SUMMARY SD �v s1 SD254 SD �`® I ' jr• L mita I FRONT SETBACK: 12' /�i� _ ------ 39_0'__ - � 1 i /�■=i: — / ����..4�. � 1 SIDE SETBACK: 3' ' 256 —�� 256 111MMIIIPS 254.4 I STREET SIDE SETBACK: 8' 25s _±.54.i 14.56' 20.00' 258 �„ WATER METERiii REAR SETBACK: 3' I� r- 260 1M� f145., 6.00' I PORCH SETBACK: 8' t!� n IIIIIIr_o 260 ' / PUE 2`sb t--r , tit 3S�;I I i l ii ORCH � �I'y t '.— o- II I� ; � �I o 11Q I � o I1t II , 1 v — I II0-0;� v ,o I II 1 I 1 ' �� LOT COVERAGE: N I1 I I' 81 4.50' 1 82 III 8.50' 1 i i 3,100 SF I I 1� ,I N �v LOT AREA: 3,100 SF N — I1 II I BUILDING: 26106 I I�� - POLYGON AT I I .j 1 ' I FF- 262.1 1 1li1�� / 111111411b„ItsBUILDING FOOTPRINT: 1,304 SF ! WEST RIVER — * P * I _ I I JI vqopi, PLANT (3) STREET I rr—1 N.I 1 L ,�, 1 , . TREE: 2"CAL. JUNECOVERED PORCH: 221 SFN - 1 • `®show DOGWOOD - TERRACE ; / - 3 i I I 1 i I I ' GARAGE i I CORNUS CANTILEVER LIVING SPACE: 0 SF I 'I I h 1 1 1 ���, � 3.00' � , 1 •�., CONTROVERSA SIDEWALK — r I 1 I `��� I COVERED PATIO: 0 SF o _i_11 PUE --_ I �L� 1 ��alj /' N I',� o t f/ v, DECK AREA: 0 SF --f— ,� IIMI LOT 82 ° a dJ . ° 39.0' a TOTAL COVERAGE: 1,525 SF PLOT PLAN \• '260.0 b0 �, 49.2 % o" 260.8 — 3.50' I �� ; D 0 20.00' 26.00' I' IMPERVIOUS AREA: 1,783 SF D2 `�il r _ _ TRACT K ;. EC_ IIIIMO to— — — —260 � , lii ,, ,� I — — — — I ! , 1�I Z' fly.. crri cF TIGARD POLYGON NORTHWEST (503) 221 -1920 Approved by Planning PROJECT NO.: 395-029 2S1W6 / TYPE: CONSTRUCTION LOT 82 (R-7, STANDARD) Date: SCALE 20 R0 EVIEWED BY: PRE POLYGON AT WEST RIVER TERRACE Initials: Z-5 Q 1 INCH=20 FEET 1735' s.3 Aa/JG= LA. �N.: ruR PACIFIC LUMBER COPYRIGHT 2013 ROSEBURGFRAMING SYSTEM" quality engineered wood products for todav's builder- ""`°"``°"`"'°`bA w�,, :rt, ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. ;,,,,, ,I The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGID LAM LV L RIGI DRI M" SOLD BLOCK Au '""B7II (i io ee RiH,1,17f E Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other """"°'u""' II INSTALL eouns«BLOCKSproduct supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or k , °"°°°"°""• , �rz oETAE,a.HATC« PP P N vosravvo FOREST PRODUCTS aoseaurt3 tovtsrrvoav[:rs °•"-°'�' eEARn«;AREA or E�oCKs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �� / `` eELow To POSTAeovE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. � IIlRFPI JOIST CONTRACTOR NOTES: DE516N NOTES: _ .a 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .,�a�.;" M�K�uw�� DESIGNED TO MEET OR -.a,°,;:l '''''Na,,,,x 2)ALL FOOTINGS PER DESIGNER'S PLAN ^- °° °°a°"^'^ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA CFPiBLOCKMwANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/480 NTS. nrs. 4)USE CAUTION WHEN CUTTING noon LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS 5LEEP/N6 AREAS: I I I I 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25psf LIVE LOAD 1 1psf DEAD LOAD I- WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS RED'D. AS RED'D. KATE ATE NAILING AT R 1 R 1 SHEARWALL ABOVE R1 R1 ' A L 01 R1 EX cEC`^= rtOW, 'k L 1 R 1 R 1i=-------a -4't PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL Lb Jt, 1 I. in -in J&-.- — _ 1 a U - J� o o Jam- ------- - 1` ° _ _ PL 1 3-2 53 (MAIN) POLYGON 26 10 B �� it. -1$ it � Mrk• I Material I Width Depth I Grade�Rty I Gut Lth I Tot Lth iff• {- — - `1 _��• -_-- ---:d&-�L,t .._.. .. -_______- __. R1 OSB Rim 1 9 1/2 6 1 6 96 J 1 RFPI-20 1 3/4 9 1/2 1 10 10 -- -- J2 RFPI-20 1 3/4 9 1/2 2 2 4 JEs Si ; R1 0 0 Ri 1 J3 RFPI-20 1 3/4 9 1/2 1 8 8 --- --_- '1-.76 --_. -- FI !V - ---- --_ -_- J6-,4- J4 RFPI-20 1 3/4 9 1/2 3 18 54 d v .J5 RFPI-20 1 3/4 9 1/2 1 28 25 J€s------------- ------- ----- - - _------ -------- --.160,:, -J&= - - -- --- J6 RFPI-20 1 3/4 9 1/2 15 26 390 O O _ _______ ________ _____ B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 5 15 - B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 25 25 JB 1 1V J6 1 JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 WHERE PLATE NAILING AT �-. _--- --- J6 ---- -__ _--. 11-- LL -.-- --- - J6 - __ --- --_-- SHEARWALLABOVE K aAccessories EXCEEDS ONE ROW. - - -- =J�-__ -_--_ ___- --_'= Fl (V --- -- . _ .# �_-- -_ -----_--_--_. PROVIDE ADD'L BLOCKING 1 2'-0" 1 4'-0" - H1 ITHO1 1950-Or-ITT9.5 4 OR WIDER RIM MATERIAL -------- - -- - - _ , AS REO'D. yr n- - 14'-0" 12'-0" ____. __ -B2_. ___. _.._ _... __... _.. 52,,.. -- ------- - ........... - -- - _u CT — — J ------ R1 Jot 1 .D1 R1 —J-1 -=----Y '� — —J•1- -- -- __------J 1 , - J -_ ------ J4 '' -- - A•1 J --- Si I Z1 IMPORTANT/ -"- , I REFERENCE INSTALLATION1 r \ /v�J GUIDE FOR ALL FRA MING START START DETAILS AND I-JOIST INFORMATION PORCH _in FRAMING FRAMING u, PORCH /�LEGEND: HERE HERE I �.�ti ( H )---HANGER GALLOUT J J Pacull �� umber �® -SUPPORTING POST & TRUSS .: COMPANY ® -POST LOAD ABOVE ❑ CONFORMS TO DESIGN CONCEPT R =RIMBOARD CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING ® RE'VISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 26 10 B .15 -JOIST BLOCKING ®CONFORMS.o DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT 0 EROSIONS NOTED DESIGN CONCEPT WITH 'SIS SSP DLNYP,,G HAS BEEN LEv1En:c roe ESSERAL coxraRM1NNCE PLAN DATED: 9/23/1 3 ❑ &RESUBMIT FILE DESIGN CONCEPT SO AND DOES NOT RELIE':E TeE B -BEAM(FLUSH W/JOIST) FABRICATOR,sTry ENS ANDPsP Die EIE I-LL FDMi n E,TIT DLEE EN*DESIGNER: KAM/BELINOOO DATE: 1 1/1 2/1 3 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT wea T[>s2 Dean u.. can.eAcme OLD ERIFE AI. D IErs:oxs, BBO=BEAM BY OTHERS SCALE: 1/4"-1'-O" a?AA� ,.. 9t:k.a- a<'- Pie. Ey. ?qdd L,Eaton Dare:Seotem0e:',o,2014 MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 3-253 (MAIN) SHEET: 1 of 1 n CONFORMS TO DESIGN CONCEPT POLYGON IXI CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN CONFORMS TO DESIGN CONCEPT PL13-290 UP H ri NON-CONFORMING - REVISE AND RESUBMITI ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE NON-CONFORMING—REVISE&RESUBMIT Products FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH TKA El DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMEN''ONS. WITH DESIGNNDOR OF RESPONSIBILITY DORR CONFORMANCE WITH DESIGN DOES NOT RELIEVE THE RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 - RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 II B -b BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r A) •,-li Fo BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 E m ' I Flo °_ BM 11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ----_®---BM19 _--- 1(1 ----1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I m IBM1-1 F07 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ° F 6 ° ° F07 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F0 « ° F07 � BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05-00 �- f < ° ° BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 J i ° ° �I F07 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 o Fos II B F07 i BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 J W Q O F05 ° tr ° BM3 BK1=BLOCKING ,,, RM1=RIM BOARD < Z i °F055 ° ° BM4 ACCESSORIES QTY W CC WI- I -- II O THO17140 2 43 \� I � ° ° F04 e © HUCQ1.81/11 6 I �Q W � � 2 i n q P II ~ O 2 W b "` el ° 'd1 1x14 OSB RIM FOR SHEAR BLOCKING 28' OWCC � I II F04 �� ZZCCQ ° F�__ ° « ° p qm O W 1 F04 ( SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN .- HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. LU 0 > I ° ,1 I•F04_.IIBM3 W I Ww- FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA HLuOv7 BQ X (9 I j ° « F03 FLOOR LOADING a- W Z i---C2 V 1 40 LL W W Y Et. ° ° . .' - 15 DL W O U O I FC2 ° I 1- I -- CO _I W F# f ° ,�, I • QmrY 19-03-12 I u _ u F`3 I I F031' 1 I I ,1`co ° ° « ° ° x F03. �� ° « °F02 � I m JOIST WITH RIM LU II F11 ° II F = II z P F11 ll F12 II O m PacifiIIJ.umber U- !i` F11 w a j� Fol aE BM9 (B s>,$,. %,....,w .PS.a uf<Nrx x nok il- COMPANY RM1 s�� & TRUSS V S s CONFORMS TO DESIGN CONCEPT POLYGON ® CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN ❑X CONFORMS TO DESIGN CONCEPT PL13-290 UP H ❑ NON-CONFORMING - REVISE AND RESUBMIT ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED'FON GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND NOES NOT RELIEVE THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products FABRICATOR/VENDOR OF RESPONSIBILTY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRAC-OR SHALL VERIFY ALL DIMENSIONS. FABRICATORNENDORWITH DESIGN CONCEPT ONLY ES NOT RELIEVE THE OF RESPONSIBILITY DFOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14"APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14"APA Rim Board 1 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14"APA Rim Board 1 1 RM1 2-00-00 1" x 14"APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IIi T B 1-07-03 6 ° ° BM3 6-00-00 1.5 Rigid Lam LVL 1-3/4 x 14 1 1 I ° ,-1 ° 11 I'-Y ()_,k/s- BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 _ � Fr_ 1BM,r8r -- G r+_ `° �' Y BM19rr °:- 1m BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 1-0, `ice � � ° BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 Fu e� BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 11 BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05-00 BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I F07I1 r 2 _i 2 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 oip °"` 41 o BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 _ F u<< O ®1 Z 1BM31 . 4 59 J W < 0 BK1=BLOCKING RM1=RIM BOARD ° w > Q Z ACCESSORIES QTY F, 0 W 2 �BM41I ° W a I- Q ® TH017140-2 43 2 _Q W . -I I" ,::4 p e c _ © HUCQ1.81/11 6 11 2 up lb �_. , ,, I a 0 CC ° , D 1x14 OSB RIM FOR SHEAR BLOCKING 28' W' J 11 11 Z W f < m F' s q p °4 H 1 ' - Q O WQ d SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I4 ° f > ° Z a J HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I BM3I1 I IW W - W FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA F':' QUO S O� - X C7 W FLOOR LOADING , ° .;1 ;i ( 4 sa W W Z , 40 LL • � WY � 15DL a 19-03-12 ♦) b I II 17 42 °° 1. sem, .1 P JOIST WITH RIM �,.. ° ° air ° :..:.° :-, ° . 11 F 11 F 1 W Pacifi umber B BM9 211 ° `I H & TRUSS COMPANY - RM1�I