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Plans (87) /7 s 7�r6 _ 00.2.23 /74 3 n teA,is :r LEGEND: —ss SANITARY SEWER CommunityPacific —SD STORM DRAIN Desi —w WATER LINE Design - - 12564 SW • MANHOLE a R722, f , ._..;0 , ,. —, w-' _fidi . nn t [T]503-941-9484 ■ CATCH BASIN y DATE: 1/5/2016 20.00' 19.00' 0 TRACT 0 zb5 tN + STREET LIGHT REVISIONS 265.8 _ I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 5.01' e' EROSION CONTROL r �,� — — —�-� 40.0 •Lie=.[0/6.7...• i w�.+� 'll /3 44 STREET SECTION, SEE -77-1t; . ' A ' I r i � ; lin SIDEWALK , © CONSTRUCTION DOCUMENTS I I 3.00 1 1 1 f 1 I .SII l PUE ti l i i ill II ,- I 1 I i i � GARAGE ; , '� SETBACK SUMMARY 1 i ':. I I .1 6.0' 4 ��<I_ FRONT SETBACK: 12' I II I I �,. ��' A `u; SIDE SETBACK: 3' 3.00' — `* ;AI PUE `-'� N i' STREET SIDE SETBACK: 8' l; I I BUILDING: 7BR �� I Q 1 N REAR SETBACK: 3' ri o 1 FF=267.8 I i - t lipri—,` PLANT (3) STREET PORCH SETBACK: 8' ' ' I I = I� TREE: 2"CAL. o i �I 120 i i 119 4.,I JUNE SNOW 00 E I 3,158 SFi0 DOGWOOD / i 1I , 7O E I ; I ' T 1 i 011.00' , CORNUS I I I I i �j11,, r` CONTROVERSA II , h 3 it l ; I ilpg l ?` LOT COVERAGE. •13 1138.00''' ;L PORCH ? . L t PUE' I — �� a rLOT AREA: 3,158 SF c. -�266� 19.00, �� a Q t! POLYGON AT p 13.06' �^ AimBUILDING FOOTPRINT: 1,309 SF SIDEWALK „fi �, m WEST RIVER w illir- �� '\ 264 ., }te 11IA�►�iW.►���p ;>� , N _ Nt., 1 A. Air COVERED PORCH: 217 SF TERRACE vrir 263.7= mill.,- ..� 263.8 h0 CANTILEVER LIVING SPACE: 0 SF az 0 ,6„4 • COVERED PATIO: 0 SF • 1 �� M � I� M " ` PIN° DECK AREA: 0 SF 53 WATER METER STORM LATERALipd, z6z LOT 119 °' + SD SD SD SD 5Q TOTAL COVERAGE: 1,526 SF PLOT PLAN Q ti PLANT (1) STREET V SANITARY LATERAL 48.3 % a TREE: 2" CAL. pp--- SS YELLOWWOOD / SS •©r, SSSIMPERVIOUS AREA: 1,811 SF a CLADRASTIS , B SW JEAN LOUISE ROAD E KENTUCKIA � N U ° ASF /l �iil U ° 17-, \ V O CITY CF TIGARD 2 POLYGON NORTHWEST (503) 221 -1920 Approved `'y Planning o pprovo� �. O 2S 1W6 )/4� /j / PROJECT NO.: 395-029 ,., i/ e TYPE: CONSTRUCTION Date: J (T// LOT 119 R-7 STANDARD SCALE REVIEWED BY: PRE L6 ( ) Initials: 10 20 POLYGON AT WEST RIVER TERRACE Q 17286 SW JEAN LOUISE ROAD 1 INCH=20 FEET z PACIFICLl1MBERCGPYRIGHT2Gl2 ROSEBURG FRAMING SYSTEM`" �w� w «.,.,••.• /LI,ITI qualify engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. • d. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI�LAM�LVL RIGISRIM- Company,which retains copyrights to,and ownership of the plans.use of these plans by any otherf� " iFEEF KS net product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS�� 1 „` -- BE�Orv,O POST ABOVE. copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include ���� penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. �,IIIMP 1 4�RFPI JO ST CONTRACTOR NOTES: PE5/6N NOTES: eav�•s 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS FZa:27't a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR -«-•*:�==a�^•^•- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI•ELOCKNG PANELS WRH BEARINGPALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR ivo6: E LA 5)PROVIDE PROPER SUPPORT AT ALL psf D 1 2psf DEADEE LOAD SHEARWALLS 1 SLEEP/N6 AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I I I I ROOFLOAD/N6: 25psf LIVE LOAD 17psf DEAD LOAD R1 _ _] I _, -\\ REVISED 5!1]113 KLB R1-.---. ,- -. �---- 1 PL 1 2-1 48(MAIN) POLYGON 6G I Mrk* Material Width Depth Grade G2ty Gut Lth Tot Lth 1 I R1 056 Rim 1/2 6 lb 96 ` J1 RFPI-20 3/4 1/2 4 16 54 PATIO --- - ---- --- ----- I ---- - PATIO I J2 RFPI-20 3/4 1/2 10 25 260 -- .## --- J4 J3 RFPI-20 3/4 1/2 2 25 56 J4 RFPI-20 3/4 1/2 5 22 110 -- -- J4 - -- - ----J4— --=i JS RFPI-20 3/4 1/2 1 8 8 J6 RFPI-20 3/4 1/2 2 2 4 J --= In--. }- ---- J4 --- ----- -------- 1 J4-- 1 - 1 JT RFPI-20 3/4 1/2 1 18 18 I - 6 J8 RFPI-20 3/4 1/2 4 4 16 -_ ___ ' L--- IF 4B-l 61 RigIQLam LVL 3/4 1/2 1.5E 2 14 28 4, -16_ 11 J1 J1-- - Jei 1 J�1 J 52 RIHIdLem LVL 3/4 1/2 1.5E 1 8 5 L -. I;+ ----. J4 --- --.. ---. J4 --- p B2 - 1 BLKG RFPI-20 3/4 1/2 1.5E 19 3 57 '� -- —T= v J -- — -- — -- J52 ELKS 175 LVL 3/4 1/2 2 3 6 O 0 ill AGGESSOrles H 1 I THO 1 7 950-or-ITT 9.5 6 11 ti' :: ONFORMS TO DESIN CONCEPT --- - - -—J3- -- -- -- 1 n ry -- -- - J2-== ---- - -E CONFORMS TO DESIGN CONCEPT 0,C Se ❑ CONFORMS TO DESIGN CONCEPT WITH ❑NON CONFORMING-FIRISE&RESUBMIT R 1 K K l R 1 REVISIONS AS SHOWN ”` n -- J2 1 ❑ NONCONFORMING-REVISE AND RESUBMIT "' --""« ""` a .._.._. J — -- __� .. .._. 'NIS SHOP OAAWING HAS BEEN AEVIEAED FOR GE a'", 4eaeokv- vvi s_ RELIEEOTHERWNOE MIIBRANOT ARCHITECTS WITH THE DESIGN CONCEPT ONLY AND DOE'EDT RELIEVE THE DESIGN DRAWINGS OF PECIFICITIONSY LLA FOMICH HAV WITH THE Is is FVER,THIS SHOP AND NG. ALL OF HAVE DIMENSIONS.r SPE FICATIONS PRIORITY --'- OVER THIS SHOP RAVING. CONTRACTOR SHALL VERIFY ALL OINENS[ONS. -.-- -.--.. -.- J ---..-- ----. ----. --.-.. J2..- ---- ---. ---.--- By: Nicnaela A.Pete Psen Date:February 11.2016 fCT ENGINEERING INC r- - _ ----d2---._ ---d2 _-- -- ----__. _..__ ___- ______ -.J2--1f -- ------ -- =J 1 - 2 1r19 ---.15,141 33 J�2 1 IMPORTANT/ 1 J J5--- - ----- -- J�}1 �I REFERENCE INSTALLATION I itGUIDE FOR ALL.FRAMING - ! DETAILS AND I-101ST INFORMATION R 1 J9 --- J131 J 1 til START -------- �I J9 — "Ir �� START Pacifi h umber FRAMING 1- I I FRAMING LEGEND: HERE fI PORCH PORCH I I HERE & TRUSS COMPANY HO--HANGER GALLOUT I I -___ PLAN DESCRIPTION: 15 Z -SUPPORTING POST E) -POST LOAD ABOVE PLAN NUMBER: POLYGON (MAIN) 15 R -RIMBOARD LB -LVL BLOCKING PLAN DATED: 4/19/12 PL 1 2—1 4 8 -OUR LOCAT/ON5- JB -JOIST BLOCKING REMODELING CENTER: E{NP DE5/6NER: J -JOIST CALLOUT LAKE 0551EG0,OREGON 90035 KAMI BELYVOOD B -BEAM(FLUSH W/JOIST) (503)555-5663 NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICES CONTRACTOR YARD DATE: 5/11/13 5574 SA JEAN ROAD BOO-BEAM BY OTHERS SCALE: 1/4"- 1'-O" LAKE OSrVEGO.OREGON 97035 SHEET:HEET: 1 of 1 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PLI5-264 UPPER E STA=PW.E1=== d 5/7/2015 s I Products 9-06-00 PlotiD Length Product Plies Net Qty e "---A RM1 45-00-00 1"x 14"APA Rim Board 1 1 nrona rte! * RMI 28-00-00 1"x 14"APA Rim Board 1 1 1 ..$ RMI 17-00-00 1"x 14"APA Rim Board 1 1 RMI 14-00-00 1"x 14"APA Rim Board 1 1 E e � fir.°-p F RMI 10-00-00 1"x 14"APA Rim Board 1 1 • r RM1 9-00 00 1'x 14"APA Rim Board 1 1 ,n 111111111 1 RM1 7-00.00 1"x 14"APA Rim Board 1 1 a: RMI 5-00-00 1"x 14'APA Rim Board1 2 RMI 3-00.00 1"x 14"APA Rim Board 1 1 v �y N. OMI 22-04-00 51/2"x 101/2"Giutam(1.8E 24F-V4 DF/DF) 1 1 2m, BK1 140400 1.5 RigidLam LVL 1-3/4 x 14 1 1 P'i BK1 6-00.0D 1.5 RigidLam LVL-1-3/4 x 14 1 1 • BM2 4.00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �: s� frF gl x M 18-00-00 5-1/2 X 14 BIG BEAM 1 i ----....-..- 22,=- 5 03. I .. I ALL BEAMS AND CONNECTORS PER ENGINEER i !� _ P r _ ` FD3 II .€ ACCESSORIES QTY i „_i(s T. O FOR SHEARi _ i' = 1x14 OSB RIM BLOCKING ' 30' F04 r _ m RM1 _ © HU412 13 A . ........I I_-^ F06°�" Ft OOR I OADINB BKS"BLOCKING a z t i F06 - MI"REM BOARD 40 LL .- 1'• 15 DL ci- f REFER TO STRUCTURAL PLAN FOR ADDITIONAL �••"^^�•'""?'^^'°^^^�s��-=•R - POST TRANSFER BLOCKING ,. FOB AND SHEAR BLOCKING REQUIREMENTS. { Fl)6 _, J SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN " wail la raNoir F06 • SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. >•IIII :;z.ail i FOS -- - I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ]1 ,- FOS �«au.rmnWw..4x •"� g .,j _• FOB J ❑MWmxro➢arpro-nvsr6nrsunrar _ :fes', ex:sue a r..5 anonatem..... m:r 4 s F06 1.. >>.AVMx. n "`� ",� F09 F tr"uy `L_""".ru3O5_ E Atli&KARST ARCHtIE£T_S in °• s - �a. T F09 - - £OtEDRHSTOEISICICDr .-'—• 1 t Y/�JF09 0 U3Y..NRHSTODESIv';iWMPTV.SH t:::�-•— " � -1 mIIIIIII'7 —"Prir"7.7:- MIMIC A.5 SHOWS --, 0 NON-COHFORHINO-s vIS-FANDRESUSsI riommom. ,imerras err 'Y-- r•-. -w w7�-. x um$x»NMI 115tax as=$ 7 MA 7115 tt 51F.EI KM Man EMM MS 417 Fn: E T M E1E DO NOT: M1 tt i�=s i r-c srr .iii.15.4 eF51141 WE talCETT 5-07-00 a e rsss as masa. ro=ts SOLE sTBFr ALL sfuLwnsss. Loosen,remove,cut or notch Ey �=L t""" xr.1Hrmb"Is cit any part of the open web joist. CT ENGINEERING INC JOIST WITH RIM SCALE: 1/4"..1'-0"on 24"x36"SHEET & TRUSS '. c.�oMPAtaY SHEET 2 OF 2