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Plans (3) / -S1- 1.S=oo(9-z3 /iA,A Scc.) /Ail/ _ XI`Ul LEGEND: Pacificss SANITARY SEWER �6 �� SD STORM DRAIN Community Desi n ‘.:1 W - WATER LINE 12564 SW Main Street NpV 2 2015 © 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 _ 256.8 22 259.7 24 CITY OF TIGARD CATCH BASIN DATE: 9/29/2015 H\'-\ r�gb �____.�.-42.3' BUILDING DIVISION STREET LIGHT REVISIONS I iiii X�- Xy . — _- _ _ RAYWOOD ASH FRAXINUS NO. DATE DESCRIPTION ° �� 258 eo I - 0 OXYCARPA'RAYWOOD': __- . - .-_-_' 262 2" CAL., BEtB I)26.09 24.97 I I STRAW WATTLE PERIMETER CX Ik _ _ EROSION CONTROL I —I .0. FLOW DIRECTION ARROW Z a I Ao ° ° ` 5.00' : L- 19 .J :i I 11 i 5.00' 1 I a SETBACK SUMMARY I; ! 18 FRONT SETBACK: 12'i I1 'I20 1 3,863 SF i I I SIDE SETBACK: 3' Ii BUILDING: 3410DR i I I STREET SIDE SETBACK: 8' ! ° i FF = 263.08 i ^I i iI I FRONT GARAGE SETBACK: 20' ° I I °O FRONT PORCH SETBACK: 8' 92 a I i I II I III so }< 1 GARAGE i I i N 1 cr.' �. N r' I I I :1 w I 1 + II I N 14 I -— r-- I — - LOT COVERAGE: N i PORCH IP- I, �� I 6.00' O \ IH L_ '. 1 I I PUE, TYPi LOTAREA: 3,863 SF RIVER X I I, SIDEWALK q _LI 15.17' — 20.00' �O--- l;� c 11_ BUILDING FOOTPRINT: 1,444 SF W ii =-,al 258.8 / x,; 261.6 __`� TERRACE N ,0�0, •' _�/ �n� P. �' ' 1=12 - ' I COVERED PORCH: 71 SF NORTHWEST a ,, � � �i,' CANTILEVER LIVING SPACE: 0 SF WA / DECK AREA: 0 SF SS ss — S:eti -I � WATER METER \ % SANITARY LATERAL J' _- -i/ \\---- TOTAL COVERAGE: 1,515 SF 0. 28.00' STORM ,T RAL LOT 19 SD +(1) PARKING SPACE 39.2 % sc o SD — PLOT PLAN _° =_==_\0, SW HOLLY RIDGE LANE I`'c,,%�� °' Y: -M . .,,,\/\.‘:,\,,,,_ \, M -a IMPERVIOUS AREA: 1,924 SF —M 50.00' M1\ f -_6 -11/____ 11 ' )1 1 15 " // a )/T-Hc b -- _.......--- / -IL:,--'/,--, .... 1 N-- _ -<., CITY OF TIGARD 3 . Approve: by Planning RIVER TERRACE NORTHWEST ( 0 503) 221 -1920 11 /1 / S PROJECT NO.: 395-037 Date: cs 2S 1 W6 TYPE: CONSTRUCTION v Initials: inn r), SCALE REVIEWED BY: PRE o LOT 19 (R-4.5, MEDIUM) 10 0 .,-: RIVER TERRACE ` ' NORTHWEST 17224 SWHOLLY RIDGE LANE ,1NCH=20 FEET I Z _ FACIFICWMBERCOPYRIGHT2014 ROSEBURG FRAMING SYSTEM`" �- -....,--r i quest h/engineered wood products(or today's builder ,��+~ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. �� �d....au W Alt l II �'' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber TS MC.ABOVE Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other RIGID LAM LVL R I GI D R I M .�1� product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSFa9RP FOREST PRODUCTS ROSTOORG FORESTPRaLlucts ,IIP / ...- — ,III D-o..TOrOSTABOVE copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include NOV2 2015 i \\ penalties of up to 520,000 per work infringed,and S100,000 per work infringed willfully. N Y t't. RF„.1a. , ST RaeaRo rOREnPRoaucrs �.. 1.4 --1. ��� CITY OF TIGARD .- ,• In BUILDING DIVISIONCONTRACTOR NOTES: DE5/6N NOTES= =•+1••.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS `µ-,..... 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR „„,„.„„,........”.0,......... (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPIBLOGKN&PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.TS N T 5 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD $LEEP/N6 AREA5- TH/5/5 A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOFLOAD/N6= I I 'urchaser responsible for approving this 25psf LIVE LOAD PATIO PATIO I about prior to any construction. 1 1psf DEAD LOAD 1 1 R1 I R1 R1 I Si I _ _ -.- j ..J3. .. _- .... ... I .-.. -- - ._..... ..... J3.. .... .j- ....._ ........_.... .. ... 10'-3' II 10'-5" 'Illi 13'-3" -, ) 13'-3" ----iJ 10-6 11 10' 3" I -- - -... ..... --...... ..__ ...... .J3 I ---- � 13 I" .13 - - _--- _. .. J3 ... ] J Ii ..._. .J5 il • J3 ` I. i - Ii- - J3 I4 . . 11 13 J3 , R1p . . ._ J 1 -- J3 J �.. 1 --------- - .. .._.. 1 .... ... ..J3-......_Jrt ..... __.. ........ a21 j J3 1. l J jj ....... _... ...-. - ......- .. --- ---- ---- - .. ....... 1 .... .._. ..._. __---Ij .I �� Ja - _.... .. ..... Jn -L ..... .... .. .. ji 1" R1 R1I 1 0I - _-- ..... ..14 0. i ii Jo - .3 ._.. .__.. ... _.1 J3 I. R1 ni R 1 � .,,,. � 1„ .® 12 - - ..._ J2. ® a, It ... J2 .. ... ....... ..... -12.. -- iL ri ry .. .....J2 ............ .._..._.......... J2.... N I - - 12 12 ...._.._ .- .. ..__. J2.... ..----- _......_ .. .. _ ...... .J2... --12 I •-...12-- N 12 .12 ...........J2 ....._ i i .12 . .. ...... -- -- J2 . .J2. _ • R1 .... .....J2 .I J2 1 .... .II ... .._ 12 3 ._....t2 ........_....._. I— $2 - B-. I JI- -J1-- 11 ,. ......._11.._ __ START 1 1 J1 ---JB1 01 J1 _- START I FRAMING _ FRAMING HERE �J, J 1c,� HERE ....J1 - J1..- __ IMPO;?_TAN_T./_ PORCH PORCH a~: as - REFERENCE INSTALLATION "'..V.7.r"° GUIDE FOR ALL FRAMING 0 CONFORMS TO DESIGN CONOPT DETAILS AND I-JOIST INFORMATION O CONFORMS TO DESIGN CONCEPT'41114 PL1 4-555 (MAIN) =E'rstor:s;SSHOWN ' ;. POLYGON 34 10 BD NON-CUNF,.iTEE -REVISE ADD R;SU,1.7 ; LEGE/YD: Tfs:Cr T.ur:,c Fr:THU THCErt�era ams+E.CEM51EMET umber �� Mrk a Material Width Depth Grade Qty Cut Lth Tot Lth CTE THE MTIEE:ECM EMT 110 LEES J _LIE11 T- Pacilii7\� ( H ?--HANGER CALLOUT '1'REaac;.r_nz<CT Re.r_u:stun RR aut=.a mE ICE r€ \� JB 1 ELKS RFPI-20 1 3/4 9 1/2 20 3 60 :ETU,`/dale Di FPTE:HEAT:ME l:.'4 0111:1 may;=N Urn. R1 OSB Rim 1 9 1/2 9 1 b 144 THEE wc:SATE M«R;, wr:AE:TH swu r_e.:n:,;::I EN;1;EE. Ej -SUPPORTING POST Todd P.Tam oxe�:El 2E11 & TRUSS COMPANY ® J 1 RFPI-20 1 3/4 9 1/2 5 6 30 -POST LOAD ABOVE 12 RFPI-20 1 3/4 9 1/2 12 14 165 CT ENGINEERING INC R -RIMBOARD 13 RFPI-2O 1 3/4 9 1/2 16 34 544 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)656-9663 LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT J4 RFPI-20 1 3/4 9 1/2 2 2 4 I 1L7X CONFORM&TO DESIGN CONCEPT II PLAN DESCRIPTION/NUMBER: 34 1 0 BD 15 RFPI-20 1 3/4 9 1/2 1 12 12 CONFOaISTODE5IGN CONCEPT W@1 JB -JOIST BLOCKING SCALE: 1/4"- 1'-O' 16 RFPI-20 1 3/4 9 1/2 1 22 22 REVISIONS NOTED CUSTOMER: POLYGON J -JOIST CALLOUT B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 10 NON-CONFORMING-REVISE&RESUBMIT i PLAN DATED: 9/19/14 B -BEAM(FLUSH w/JOIST) B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 - _ -E TEE `i I HDR -HEADER(BEAM BELOW JOIST) Accessories `.o E.,x_V'Fs Ku t,•AK,4 r.wS C..k_,,a 1, DESIGNER: KAMIL.HENDERSON DATE: 10/2 1/1 4 BBO-BEAM BY OTHERS THO1 1950-or-ITT9.5 5 Damd R Burnett EA,..J277.114'1°114 �'�MILBRAHDT ARCHITECTS ; PL 1 4-3 58 (MAIN) SHEET: 1 of 2 ® CONFORMS TO DESIGN CONCEPT WHERE PLATE NAILING AT SHEARWALL POLYGON ABOVE EXCEEDS ONE ROW,PROVIDE Ej CONFORMS TO DESIGN CONCEPT WITH ADD'L BLOCKING OR WIDER RIM MATERIAL 3410 BD REVISIONS AS SHOWN AS REQ'D.ELSE LAP SHEATHING PER DETAILS PL14-358 UP H I NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 10/21/2014 WITH THE DESIGN CONCEPT ONLY.AND DOES NOT RELIEVE THE FABRICDESIGNADRAWINGSOANDFSPECIFICATIONSYALLROOWITCHyHAVECE WPRIORITY THE 14" OPEN WEB JOIST @ 16" Cl. 19.2" O.C. OVER THIS SKOP DRAWING. CONTRACTOR SHALL VERIFY A L DIMENSIONS. Products By: Todd R. Eaton Date: October 30. 2014 PIotID Length Product Plies Net Qty CT ENGINEERING INC RM1 37-00-00 1" x 14"APA Rim Board 1 1 1 HIS AREA ib"O.C. START 192"O.C.HERE RM1 34-00-00 1" x 14"APA Rim Board 1 1 O Jar,,■r,.,=r",:.��a.=ar,•�23-os-os RM1 24-00-00 1" x 14"APA Rim Board 1 1 / RM1 OVEJOIST FOR PLUMBINGI 13-01-00 ,� RM1 12-00-00 1" x 14"APA Rim Board 1 1 ....A,.:-. o,..;.. :,:-. .1::u,.....-,,..,„f„..„ -- -. : „- _ , ; . - : : , RM1 9-00-00 1" x 14"APA Rim Board 1 1 Il i ' RM1 3-00-00 1" x 14"APA Rim Board 1 1 BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'll III i BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _,,, t, f iii 14 , '` i BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1_ _ LL LL F2 _ _ !2- 1 0 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ':` BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i;N N N sN N N i BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 5 00 0 ;uLu_ 10 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 W' i T BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 i _ BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 PR 04 el 0. - I -` '". `_"-,' ... {� BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 :11 I- p = BM12 4-00-00 5-1/2 X 9-1/2 BIG BEAM 1 1 .<7), 'Im RM14 Iii :r111411111114111111 �-.��� � � � 11 41111• 1� BM13 3-00-00 BB01 1 1 I'- i I/ 1 I II k ' Q #LI ,�■1; BK1=BLOCKING —_— BM1 BM3i� RM1=RIM BOARD I ' ACCESSORIES QTY 0 a TH017140-2 36 od m c0' © HUCQ1.81/11 3 LLL LLL LL 1x14 OSB RIM FOR SHEAR BLOCKING 28' m IBM3I © ITT14 1 �IE LL SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN i HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. d b7LOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA O IT 2' � li , FLOOR LOADING I^1 CONFORMS TO DESIGN CONCEPT m I. v ��7►�� 40 LL '1 II O __ r=+�i1 T _ _ • _ __ _ CONFORMS TOO DESIGNCONCEPTWfTH H •--,i'co 15 DL REVISIONS NOTED I l 0 1 NON-CONFORMING—REVISE&RESUBMIT l3 �� �. MOVE JOIST "3 BM G Ni' (h R OR PLUMBING t1' 'HIS SHOP CRAM",NG NRA 6EEN PEVIEi4'EO FOR GENERAL CCI4FOR.MICE W9TH DESIGN CONCE� O'er .�s>�r°iia„ Sk;as:rn.>r.'� a e g o 9 Y WJD CO[± NCT ^,�11E�1E TE. �� �� m -` FACRCn ORNENUCR RESPOCSIBILPY FOR CONFORMANCE WT UESIGN O ,„.1.11.11! ' a 3 `i "'. 9 DRAWINGS SPE:FICA IOVS NC FPH ICA3t E CODES<J OF WHICH HAVE tr PKOPJTY OVER T-S S-O"DRHA1ALS ���od e ���_ _ L By David R Burnett Date 10/22/14 ` M9 BM7 I ` JOIST WITH RIM MILBRANDT ARCHITECTS m Pacifi4umber• & TRUSCOMPANY