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Plans (77) LEGEND: ------ r-757--- —Oe)/ ss SANITARY SEWER Pacific (2g754.) 'ruk Lel g L SD STORM DRAIN Community Design w WATER LINE 12564 SW Main Street ® 6 MANHOLE Tigard,OR 97223 a \ �/ ` a 4 i a ® CATCH BASIN m So3 941-9484 �,o _Ills_•Ajwi _ ., _ 4 DATE: 12/30/2015 '/ --"� a 0+ STREET LIGHT N STRAW WATTLE REVISIONS / TRACT K EROSION ONTROLth RIMETER No. oaTE DESCRIPTION ' 20.00' 26.00' D2 I: p I3.00. 260.0 3 261,2 © STREET SECTION, SEE J VII o N ,��,'I�_` ,PZ o 4 52 — — CONSTRUCTION DOCUMENTS = 0 40.0' �� - 1 I I N i#~I r 11 HR FIRE i SETBACK SUMMARY \0___,4 I I I GARAGE I j ;RATED.EAVES ; ; FRONT SETBACK: 12' �I II I SIDE SETBACK: 3' o ,�,.,-"� I I Ii I STREET SIDE SETBACK:c, Al II I 1 I 1 S 8 PLANT (3) STREET .%m�I �o I r— o 1 I I , 1, REAR SETBACK: 3' TREE: 2" C 'I►. /� I 77 I PORCH SETBACK: 8' AL. r U KATSURA TREE / a I J 3,138 SF ; a iP E CERCIDIPHYLLUM I' I 1 �I I1 �, � � / BUILDING: 7D � JAPONICA \ 11.00'J FF = 261.7 1' 76 i I i 7 3 —�'1 3.00' ' I Ii .o •'.. ,,,�' S I I 1 o '1I1\� II 4 ,� I�1 I , ( I [ Q H 1 1' '1 I I I : uI 'h I �� I 1,- , LOT COVERAGE. ,11I11W�, 6.00' I --- ��I 11�'11`• • I PORCH r IL . LOT AREA: 3,138 SF POLYGON AT ri-i-'4* 1 , �a 8 �� I BUILDING FOOTPRINT: 1,314 SF 'I� ' 18. ! [ J° E ____I J WEST RIVER CD (�� :, _,_1 4 13.10' COVERED PORCH: 13 SF SIDEWALK TERRACE — O - . `\\ � TAU a 26.0' �� L CANTILEVER LIVING SPACE: 0 SF t!f -41T4 c� p., 0Lo l:V , I ,,, 260 6 ,,, ,,, COVERED PATIO: 0 SF co o 260.0 \6,>,__ �B I�� A ` , ° �`© a I , — DECK AREA: 0 SF QM WATER METER 1 LOT 77 ��` ` TOTAL COVERAGE: 1,327 SF M 0 ss — ss I ss PLOT PLAN ✓ 1 SANITARY LATERALB I 42.3 % d PLANT (1) STREET STORM LATERAL I 34.00' IMPERVIOUS AREA: 1,529 SF 22 TREE: 2"CAL. 's 1s as YELLOWWOOD/ O SW JEAN LOUISE ROAD I E. M mow „ CLADRASTIS M_ �__ _ V/ KENTUCKIA Ati _mi, ~,i_1� �_ nn _', _ , N /_:fir _ _�r.JL=.. .. 0 0 .c_ (1 POLYGON NORTHWEST (503) 221-1920 Uri c:!- ` €G1�I�D Approved - sla ning PROJECT NO.: 395-0292S1W6 TYPE: CONSTRUCTION LOT 77 (R-7, STANDARD) 10 20 Date: �� / SCA 0 LE REVIEWED 9V: PRE M POLYGON AT WEST RIVER TERRACE Initials: LS 0 Q 17387 SW JEAN LOUISE ROAD 1INCH=20 FEET z PACIFICLl1MBERCOPYRIGHT2�l3 ROSEBURG FRAMING SYSTEM`" n "°""`"""` quality engineered wood products for lodav's builder- --4,,,..... RIFFRIIFFsdrea These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. ,I' II ��'ova NAKM The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGI DLAM LVL RIGI DRI M. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �/� product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ,IV ' �IIIC ars.onro POST neve copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include ROSEBURG FOREST PRODUCTS RosFmmea fORE57YQQOUClS i \\�\�` penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfullq �►�� Ill "'' FPIJolST Ilr/�� h, ffr , I , ,1:1 '�n I ® CONFORMS TO DESIGN CONCEPT ©c��roNMsTO roo"o"ce"cExr CONTRACTOR NOTES: PES/6N NOTES: CONFORMS TO DESIGN CONCEPT WITH nm�siCBS xoreoRe"caucBPrvnrx 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,a' ;"°"""�"° `""°"°"""9 ❑ REVISIONS AS SHOWN 0"O"-CONFORMING-NSI:s.RESUBMIT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR gyp- `a'xB" -` (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD ❑ NON-CONFORMING-REVISE AND RESUBMI' S � r 3)ALL BEAMS PER DESIGNERPLAN DEFLECTION CRITERIA km-BLOCKING PANELS 999 DEARING/NALL ABOVE POST LOAD TRANSFER DETAIL THIS H'OCAYNG-AS BE Eli HE FOR ENFFL EOVCAVAN x, e: e ,F�a. 7117/1A :7F L/480 Kin THE r S 1 ONCer N Mr OES KT 1 IE E THE (UNLESS NOTED OTHERWISE) N.T.s. RIZ. ABP:ATra rENDIE OF 1c FOV 321_17 BOB COVNWANCS n,TH THE Al I L R R A N D( ARCHITECTS 4)USE CAUTION WHEN CUTTING Cs/ON cr9r1OS Axa SFECIFICA ICNS Au OF'NCI,$15 PNISTTY FOR PLUMBING FLOOR LOAD/N6: OYER NIS 5101 CRArIN3. I NT:VCT:1 5r,1L VEAIFY NIL CIFENSIOVS, 40psf LIVE LOAD sy: b":oha=101 B,Petersen Cate February r. 20 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS CT ENGINEERING INC SLEEPING AREAS: 3Opsf LIVE LOAD J 1 2psf DEAD LOAD ROOFLOAPINS. 25psf LIVE LOAD 1 1psf DEAD LOAD R1 \ii- I R1 i d vi REVISED OS/17/13 KLe J° PL 1 3-04(MAIN) POLYGON 12 R 11-- J ==- Mrk a Materiel Width Depth Grade City Gut Lth Tot Lth JD - Jp _- P-1 OSB Rim 1/2 1 1 6 1 1 2 .11 RFPI-20 3/4 1/2 4 1 6 54 12 RFP1-20 3/4 1/2 10 25 260 _._- -.. ,1 -- 3 J3 RFPI-20 3/4 1/2 2 28 56 PATIO PATIO J4 RFP1-20 3/4 1/2 5 22 110 ------- -- -- — 15 RFPI-20 3/4 1/2 1 8 8 �r _.. � __ J4 4 16 RFPI-2011 PF191-20 3/43/4 1/2 2 2 4 �- - -- 8 18 -_... 4- --J -- ------ \ rt ' ---1 JO RFPI-20 5/4 1/2 4 114 15SJO J __ _ --- ---- _------ _____ _T - - # ---�� � 1 51 RigidLam LVL 3/4 1/2 1.5E 2 14 28 + ' 52 PigIdLamLVL 3/4 1/2 1.5E 1 - 8 8 U 111-111r _ ------__ DB2 _ JB 1 BLKG RFPI-20 5/4 1/2 19 3 51 L —J� 7' J'F -- -#9 .f9- - ,y JB2 BLEW 1.15 LVL 3/4 1/2 1.5E 2 3 6 JB 1 J4. _' __.-- I --- Ju-J4 �-. � = Acdeaeorke _rkI � - -- _- - - V V H1 I O1 T950-or-ITT9.5 6 - — ® ® - V -- J-2== -_ --__ u_ u. .. --- —d2-- - R 1 rt it -' 012-. __ --__.. 7 - --- HI 32 ' J-2-111 i. B1 Jr s1 er--- 1 = ` Ill J 3 2 -- -__ -1 j IMPORTANT./ Jt REFERENCE INSTALLATION R1 1-t 1 # I JB 1 I J4 1 R 1 GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION START r\� START FRAMING r n1 PORCH f- PORCH R1 FRAMING LEGEND: HERE JiI HERE �/ -HANGERGALLOUT L J / L J Pacifi umber Z -SUPPORTING POST & TRUSS COMPANY -POST LOAD ABOVE R -RIMBOARD 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 112 JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 12/26/12 B -BEAM(FLUSH w/JOIST) MAIN FLOOR JOIST LAYOUT EWPDE5IGNER: KAKI BEL/YOOD DATE: 5/19/13 HDR -HEADER(BEAM BELOW JOIST) ` BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" FL 1 5-04 (MAIN) SHEET: 1 of 1 • 14"OPEN WEB JOIST© 19.2"O.C. POLYGON 7 D(NEW) PUS-255 UPPER START FRAMING HERE A w7/201S t. x Products 9-06-0D PlotiD Length Product Plies Net Qty 5 RMI .. 46-00-00 1"x 14"APA Rim Board 1 1 r. fail5 RMI 28-00-00 1"x 14"APA Rim Board 1 1 _ _ __ i RM1 14-00-00 1"x 14"APA Rim Board 1 1 £� i �°� �i� ©1�-015 '�� J 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 I i I RM1RMI 10-09-00-000-00 11."' 1""xx 1414""APAAPA Rim Rim BoardBoard 11 11 i 1. i i ; RMI 7-00-00 1"x 14"APA Rim Board 1 1 N N N _' N '_ N N. N N: N ',,:t. RM1 5-00-00 1"x 14"APA Rim Board 1 2 LL u.. tib.': ,'C ie.: tL' LL LL pi, 1i• v. 5 gr � � � � � � � RM1 3-00-00 1"x14"APA Ritn Board 1 3 o ! 1 r ; BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 t trli BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 ; i iI H BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r s BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 4 - 4Ii iEl rcti,.�t.. BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' Ian elli,.. a a -� A � BM2 4-00-00 1.5 RigidLam LVL I-3/4 x 14 1 3 R F03 "' BK1 3-00-00 1.5 RigidLam LVL I-314 x 14 1 1 Li ""' ���+++ .- Fot . , BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 }v ..."---."''''—'''- -= _ F04 fir. y L ALL BEAMS AND CONNECTORS PER ENGINEER j MINF0 —11 .i, ACCESSORIES QTY ,... .. .,,,„......I ,. ,. _� _..... ® TF'I414 33 110111115 all. I I 0 TFL17I4 3 1514 053 RIM FOR SHEAR BLOCKING 30' 4,:u......�....,�.... ."`.FOE I I �.:..,_. F 0 111.1412 13 gc FO6 11F, FOG .. Nu..BLOCKING fl-aOR LOADING IN II RMI r RIM BOARD 40 LL 11 DI. R FOE I iiiipK ' .. — � r, REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING -gar- _gym - AND SHEAR BLOCKING REQUIREMENTS. TO I FD7 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 MINFOG I I .,• •••�••�• IN a,crawssro w.wro"a.r .FAB I I x�n... 0 romzz�coxmT.wrx I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 4 r]N"Nvo.noHmO-..t w&minter mon i / FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA i arimW ea4 uaw..annu� F09 F .,.-,.« _ .r.LNET R-o0-" i"' _ eMILSTANRT UCSIIIi(IS 111111 FPS �I'M, tr. illi ® CONFORMS TODESI91COMEPT j 1��l �1 pvtl r ,ate 0 CONFORMS TO DESIGN(ARYfPT FOE t;� `;;•^T.—...,1 . ' to ,^a �p to F1 0 e I ( REVISIONS'SSEOWN -� o�.� u. ` ti 1 u f ;u.- w .j o,<e 0 NON-1.TEORMING-REVISEAND RESUEX r ( 't.t'"n --....-,,,i,,,,-._f .d -.....-..e -$... .cf<A 5--y' no 9f#144410 Ru eFtf?Enta RS 3lFru=MA= L]:_.. .K _111'42—3g V,R t DO NOT: Mi - QL tettMO WHIM >te:TARS At 5 IMP MMx Nei Pial'i *. Loosen,remove,cut or notch wvet"•Erten Oats UrxmS•r,N.7415 any part of the open web joist. CENGINEERING ENGINEERING INC JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS compANY SHEET 2 OF 2 t