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Plans (91) 1s-gc7 so amiss SS" ''i -'7:C7:,2-e7/6 eho 4 I I II' - - �� ( — -J ( �( J -� I _ LEGEND: I e' I l� —SS SANITARY SEWER Pacific 1Community i 466.4 I I 470.1 SD STORM DRAIN Design t wLINE ------_� Ir+: �'. _ mm��a~:®'ra a a:19.0 -as '41.0 as 'sae e:>s�m _m —f s's '. 472 sele�w �� ��— - - 12564Main Street WATER �.-,�.,�.... T� _. -�,e�.:��: SW - =-_— — �"�'-- • MANHOLE Tigard,OR 97223 - - TI]503-941-9484 ■ CATCH BASIN DATE: 12/11/2015 22.25' 18.75' 18.30' y` STREET LIGHT REVISIONS o I; } �, STRAW WATTLE PERIMETER ;5 NO. DATE DESCRIPTION `---54 � / 1 _____--_A I ( i 1 1 I EROSION CONTROL - r-- , ----; 1 RECEIVE .o. - 1 I-----1 I vl I ` ;� I MARC V II 1 a ___L.... 2616 al I 4 BUILDING: 5017D 1 -,-----, I I SETBACK SUMMARY CII Y OF TIGARD 1 I FF= 469.2 I , I BUILDING DIVISION l I I FRONT SETBACK: 20' 5.00' , 1 1 — \ 82 i 1 5.00' , I I II r___ SIDE SETBACK: 5' 8,190 SF 1 I b I 1 I1I 1 STREET SIDE SETBACK: 15'r-- / 1 1 1 81 I o 1 1 I — . 1 1 0 1 REAR SETBACK: 15' 1 I1 I 1 I 1 — le I Io 1 -- ; - - 1 1 GARAGE -- - - n 1 1�' 1 I I _ _ _ _ ' 1 I -t II I PORCH I __-1-1 1 PLANT (1) STREET 1 I iI ��m 7 REE: 2"CAL. U 1 - Ca i I ' COLDENRAIN TREE / rr- -- co 7. I II f I 1• KOELREUTERIA I I I I I — PANICULATA � — I I — LOT COVERAGE: / \ o i I I 68.25// \ 6.00 LOT AREA: 8,190 SF c I I1 PUE ---- POLYGON AT O � .I ` M 111 . � - T r- — — BUILDING FOOTPRINT: 2,353 SF BULL trti I I N L II / I 0 \ 1 '. / COVERED PORCH: 13 SF MOUNTAIN hI ' �r � •a •.•r 1 / I -- "`F CANTILEVER LIVING SPACE: 0 SF a ' I 165.25' gra SIDEWALK I \ r SANITARY LATERAL COVERED PATIO: 158 SF co II I; I ���I ►® ss SS St o Jr I I —� , SW MISSISSIPPI COURT DECK AREA: 0 SF o _ — — — I 1 61.25' I, STORM LATERAL LOT 82 wogI I TOTAL COVERAGE: 2,524 SFjNco' WEEP THRU CURB W PLOT PLAN N — — . -- -- / abs li WATER METERH 1/ t ` - \ 1 30.8 % a — I 40apl G'-r.-..-.- _ - - 41111,11: : H ' \� �= \ i 466-60.0' 5.0' �`_-20 -•- IMPERVIOUS AREA: 4,239 SF 466.4 464 466.0 466.0 CIT--,,IT_ 1O TIGARD POLYGON NORTHWEST (503) 221 -1920C-7) APPro`1= :. by Planning CI 395 031 CS 2S1 W8 TYPE NO.: CONSTRUCTION--_LF���,y TYPE: CONSTRUCTION °' LOT 82 (R-4.5, LARGE)mc- Date: 3 l SCALE REVIEWED BY: PRE Initials: POLYGON AT BULL MOUNTAIN 1-1- INCH='°20 FEET 20 Z 15407 SW MISSISSIPPI COURT ---: � PACIFIC WMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" � buddy engineered wood products for lodays budder- "°"°'"'°`" °"" .,,,.„„ ti I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ]'� ! *. ]/'w` Q , ,,,,,,e The plans may not be re-used a'copied,in whole or part,without written permission from Pacific Lumber ]t!•••••G!Di/'flYiUL. RI1.7I Dlt�M-. so�m o�ou nu ,v,,,�,a rose rrsow.,eove To eewrt Ne BELorl Company,which retains copyrights[o,and ownership of the plans.Use of these plans by any other �� ..,m.��,-. ,I III INSTALL O POSTABO Es product supplier other than Pacific Lumber Company is strictly prohibited.unauthorized use or /=....r.�. xRner.cia MATCH RECEIVED A?SEBNA'9 FOREST Pf[ODHGTS aWIeSr ARBWILfS 11 ` ee..mw ARe..or BLOCKS copying of these plans,infringes rights under the Copyright AGC.Infringes face liabilities that include REC tVE 'I'� ' \` /y ee�o,.ro.o5r.,eo�E. penalties of up to 520,000 per work Infringed,and$100,000 per work infringed winfully. �, G �IIl� RFPI}JOIST op _ j - ` It MAR Pelb CONTRACTOR NOTES: PESIBN NOTES CITY OF TIGARD 1)VERIFY ALL FRAMING CONDITIONS 11415 FLOOR SYSTEM WAS � ,,,,, ,,,,,-„.,m' 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR 'Po BUILDING DIVISION (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFP(eLocKMS a E 8 2016 PANELS MTN ARNS NALL ABOVE POST LOAD TRANSPOIL�PETAL. 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 H.rs. RTS. 4)USE CAUTION WHEN CUTTINGI FOR PLUMBING FLOOR LOAD/Nb. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD F -- -1 SHEARWALLS 1 2psf DEAD LOAD I I MS/S A PLACEMENTPLAN ONLY. 3OpLIVE R' I I R 1 This layout is to be used in conjunction with 1 2psf DEAD LOAD ......... --- ,.- _..._ __. _ Architectural/Structural plans.Verify all , 1 I ___ J 1 __ __ PATIO \ PATIO ,� J1 f7 I I _ shear wall blocking placement and connectors ICOOfLOAD/N6+ _-- -- _- _ Purchaser responsible for approving this 25psf LIVE LOAD -... .. .......... ...... I I '1 ....-_..._. ......... Il ........ J91 J131 11_.. __._ ......._J, 11 .....___. __. .. ..........V...__ ayout prior to any construction. 1-ip5f DEAD LOAD pp��� RI1 J8'TI1 III J6 i Jb.... I 1 J 1Jb R1 Jb 1,1 II I: JS ' 1 } }I� Jb :_ _. :R 1 - } ..... .._ .... -lb ..... ..._ _.- I' __ ..... t. Jb .__ ._. .__.._ _ ...._ -lb._ 1� _.. ..... .... __ .... IN J6.... ... ._. ..... I/I R1 .. _._. J5 _... --_ __ I I- Jb ---- ____ __-_--__ ...._. _._.._ _.... _J5._ fry _.._ —J5 _ .. . _..it 1. - J5 11 ..... ...,15 _. 1.1. ._. _. I J7 __ ._ _. --d __ _. .._ J1.. _._. ..._ }1_. ._.J5 ... :JS ,1 III .17 ... J31 R1 R c i 1 : '7 B1: g1 '7 :_ 1 J JS R7 12 -J2 1.I=. U . 1... Jet �. _. �.. _ _. .J _.NJ , J R.1- w 9 R1.. 0 tb II J5 J$ p '1 J31 _.. Ii JP, .... 1 J 1 -,1 O JB1 _ _ _ JB1 ®m.Foar rr {- _ 1111 Y, ... \ .... :.. .. _ _. r thilERANDT ARCH.1>( : 141 _. q> - LI J4 I 1 J J=1 ..... 11 _... .I rCONFORMS TO DESIGN CONCEPT 11 Ja 1. i11 J4 1..... ❑ CONFORMS TO DESIGN CONCEPT WITH Ja 4 REVISIONS AS SHOWN ElJ4..._ ._. NON-CONFORMING REVISE AND RESUBMIT 11 J4 Il THIS. SHIP by BEEN REVIEWED FOP GENERAL CONFORM DA LANCE Ij�1 ..... ......... ..._ ....... J4 1.1 ......... ......... ..... _.... :...._.. I _J4...... ......... , WITH-HEDESIGN DRAWING - � E CONCEPT ONLY AND DOESNOTRELIEVETHE 11 FABRICATOR/VENDOR OF ESPSHiS_BILI.r FOR CONFORMANCE WITH THE & - J4 -. -.-: _.. J4..,, -- - -.. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF Wh r.HAVE PRIORITY il ... ...;}5 6 .... ,, \` OVER-HIS SHOP DRAWING. J::1 JB1 J 1 By: Arnold R. Solomon Date:December 18, 2014 J5 ' PORCH J_,: _:: Jg PORCH JB, JS _ JS R1 JS ....... .. CT ENGINEERING INC l I I I .__. J5 _ -_'R 1 R1J5 I PL 1 4-404 (MAIN) JS rr+Pcserrlxrr POLYGON 50176 -- - REFERENCE INSTALLATION START FRAMING HERE R1 Mrk* Material Width Depth &rade ON Gut Lth Tot Lth R I START FRAMING HERE GUIDE FOR ALL FRAMING 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 15 32 DETAILS AND I--1015T INFORMATION 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 8 1 5 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 B4 RigidLam LVL 1 3/4 9 1/2 1.5E 1 12 12 LEGEND: Pacih umber �� R1 OSB Rim 1 9 1/2 12 16 192 ( H )—-HANGER CALLOUT J 1 RFPI-20 1 3/4 9 1/2 4 28 112 ��// J2 RFPI-20 1 3/4 9 1/2 3 34 102 ® -SUPPORTING POST J3 RFPI-20 1 3/4 9 1/2 2 14 28 MAIN FLOOR JOIST LAYOUT QC T R U S S COMPANY ® -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 9 30 210 SCALE: 1/4”-1'-O' J5 RFPI-20 1 3/4 9 1/2 14 12 168 R -RIMBOARD J6 RFPI-20 1 3/4 9 1/2 12 24 288 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING J7 RFPI-20 1 3/4 9 1/2 4 26 104 PLAN DE5GRIPTI011/NUMBER: 501 7 D -® -JOIST BLOCKING JS RFPI-20 1 3/4 4 1/2 4 38 JB 1 BLKG RFPI-20 1 3/4 9 1/2 45 3 155 CUSTOMER: POLY SON J -JOIST CALLOUT PLAN DATED: 1 1/1 3/1 4 B -BEAM(FLUSH w/JOIST) Accessories HDR -HEADER(BEAM BELOW JOIST) H1 I THO 1 7 950-or-ITT9.5 5 DE51&NER: K.4ML HENDER50N DATE 1 2/4/1 4 13130-BEAM BY OTHERS 4-404 (MAIN) SHEET: 1 of 2 i. 24" OPEN WEB JOIST @ 19.2" O.C. 'I!, 7-06-04jr ji 17-07-12 POLYGON I, 15-00-08 STAGGER F15 JOISTS®F02 5017 D r GIRDER TO AVOID TF IBBON HANGER COLLISION AND PLUMBING ABOVE PL14 404 UPPER START FRAMING HERE r ;� co 12/3/2014 —' 0•.i =in • v 'RIBBON '717:Ur co co c c RI co3R . c .`I o. =1•t Products i7. L7_ LT LT IT 'i: '� PIotID Length Product Plies Net Qty BM6 21-00-00 5 1/2"x 21"Glulam (1.8E 24F-V4 DF/DF) 1 1 BM1 19-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 /OI�BON , I BM9 17-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1 BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 ��IIt � aaF4.Faofat, F42 F44 Y45 BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 I, BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 J BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 LT 2 ,-- E LI Lj LL 'LL, L ,r CO ,CO LL = BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 2 IT i € BK1=BLOCKING A RM1=RIM BOARD F03 ACCESSORIES QTY a t HIT424 49 I'-' ° LL "" N F03 • N °iry t g 2X4 DF#2&BTR FOR RIBBON 210' HGUS5.50/12 1 oopis 0 \-' 6] HU412 2 1 n n p HGUS5.25/10 1 4.6i3 1� Q� Q Q & H 11.1 1 05 3 Q SKH410L 1 U LL1 I 0 N SKH41OR 1 I, ; 7 O F ; .JI 41' 40 R40 -41 F42 3 -4,, 4 40 I ME LL SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN OMB] ,. c. N HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. LL { _ ti' FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ' m 1 ILL ' �' FLOOR LOADING 40 LL oIBM4I 1. 15 DL 0 N N. n n N. N. IN n, S 00 1 ,n ti LL ti ti u LL l WJ It; rn = m 52 4 F40 " as Hi 40, '_ JOIST WITH DBL RIBBON U ars X # '...,= r1I 40 41 12IBBON1 RIBBON .=4II F45 I; HIBeoNI I BMSA RlesoNl umber F47/ FI F40 2 t\F44 F40 € & TRUSS COMPANY ® CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN CONFORMS TO DESIGN CONCEPT WITH ❑ NON-CONFORMING-REVISE AND RESUBMIT REVISIONS NOTED -HIS SHOP DRAWING HAS BEEN REVIEWED FOR.GENERAL CONFORaANGE 0 NON-CONFORMING—REVISE&RESUBMIT WITH THE DESIGN CONCEPT ONLY R DL DOES NOT BELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEFABRICA`OR/'VENDOR.OF RESPCNSIEIITy FCR GONENVA CE dITH T-E DESIGN DRAIVPGS AND SPECIFICATIONS ALL OF WHICH RAVE PRIORITY WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE OVER THIS SHOP DRAWING. FABRICATOR''JENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE By: Arnold R. Solomon Date: December 10, 2014 PRIORITY OVER THIS SHOP DRAWING. CT ENGINEERING INC By Alexia Fukui Date 12/22/14 MILBRANDT ARCHITECTS 1 1 ( U TP0 { E;INI/ra:\ �. ---. Powder Powder7)__, o N 30" Te CITY OF TIGARD DOWN TO 71-1,4 � N :, IEWE FOR CODE COMPLIANCE POWER il AI Z fl iroved: t I ,.-'.+ OIC: I I i' 3'-1" I mit #: )71G'+ aQ I G- 0O0 8S inig AlCOO rens: �,5 �}'O�7 ..1\r, rr�,s s; ss ; �p\ P 5 SHELVS tc #: 1.4 TOP 0 i BASS _ lo 3-0 MTL RA GE '__ k, V:NT ` IL rn 1 1 5 D1 w r Plan 1 7 LOW FLR. PLAN Plan 1 7 LOW FLR. ELEC. PLAN 1/4" = 1'-0" 1/4" = 1'-0" STHDI4RJ - 911 1� —PLUMBIN H- - E3---\_' ABOVE I fx o I o 7 I = 1 mrx S6.o ��r 1 0 x , Lu QLL o ' 9Yz ROOF TRUSSESI N" 0°o I414. • I -114" AT 24" O.C.1 m ABOVE FRAMING' I-- �N1- �. . 2fril F5-- 1:: 1. . . . S9.1 I GT H ABOVE ` I L ` ©ii L1.11 STHD14R r STHD14RJ i• II 1 I i iI �I x 3- 8 I •- I -113/4" 1 )1 ,.. L 1_ __ =:J 0 SLOPE • 7, o I -FIXTU'ES 3/4' DN -,J-- N I ABOV N ` I'iii rig L T 3Y2" CONC. PATIO SLAB I'� l I a 1 r 1 Lib-1 �L U r Plan 1 7 FOUNDATION PLAN Plan 1 7 LOW FLRRSHEAR PVAN a Lr..„4 v 1/4" = 1'-0" 1/4" = 1'-0" ,ate t �� -s PROJECT NAME: RIVER TERRACE SINGLE FAMILY ARCH. JOB NO.: 1503BITLLETIN DATE: 7-21-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: DAVID R BURNETT REF. SHEETS: A2, A4, A5, A6 MA-8 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. OF I r . ' 9y � L Vis... i,i.