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Plans (41) m -TRECEIVED \ç::)ç:ke --� APR 3l3l2.. .. 2017 CITY Of TIGARD 6X6 6X6 BUILDING DIVISION I— ...---- i ________I____.6_xj 2_..LI ILL' __ ---_\.___ Lu U v) O ix d- N -Co 0 1- I 0 < t\ CY E.--D3 \ 8\ /4\ /g\ S1.2 S9.0 C\Sl.2/ STHD14 4X10 HDR � �g2 2 10 HZST)-IQ142STHD14 ___ __ !,.__ _ _ _ (2)2X1 0 HDR 6X12 HDR 02X10 HDR___ r----- ,moi I C� • I � —�F (�� -- .. —__.-- ct __.__ 1 I, I I I �-,_ I 1 ���II (2) KING STUDS IIS JI- -- =E --�---I III =o �~_=__-=J� I III W/ TRIM STUD I -- I III c- EACH SIDE MIN. N MAIN LEVEL SHEARWALLS Plan 341 0 UPPER R LEVEL FLOOR FRAMING 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 r -1 \- • • r - 14'-3/8". . .. . . w. r Lu Patio 0 34'—O" T-16" —1Y2' ° 4'-9» 8'-4" • —0- 5.--C'.. SL • • ♦ i2—b15-0,4 6-01 5-0 F 2-6 5-0 SH J 1 11 O 1 DWLF------ ® LL a, CD IN I - � � 11-)I Plan 3410. MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 34'-0" 3'-3%" PATIO WIDTH VARIES PER LOT 6" 15'-11%2" r 83/4�� 83/4» r r 6x6 PT POST N't6x6 PT POST ",:t-\ ok_. r- THICKENED 16 L _ w r F SLAB EDGE p2 4'-6" o r 6" 3'-6" CA I° 31/2" CONC. SLAB Lu Q r �/8\ wr� _0 _5» \ / \ P3_ 1.2/ ;O w�IQ S6.0 P3 S82 r_ __S71�Q14 -- L � HT1-121 -- — •oi-- _STNQ14 ailPJ4__- - E f w - -I3&4 -2�/4" L- r -J -113/4_ 1 " T I I m 1 D1 i D1 I7 I r) IF -18X18X10 FTG Plan 3410 FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 SCALE: 1/4" = 1'_0„ PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6 & A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. LEGEND: —55 SANITARY SEWER Pacific Community —/• �' SD STORM DRAIN Design 1 1 f �- J - WATER LINE \ % 265.6 /' 12564 SW Main Street --\---- \ 271.8 / --� _36.9'/ Q • MANHOLE []503-941-9484O / 15_5' 10.2'' ■ CATCH BASIN 1 , _ DATE: 1/27/2016 -- \yiL__ '/ _ STREET LIGHT �_/ / J REVISIONS ,: 1 , - � 'r i r : 1 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION �/ / ,.--� /fes 26.98' _ i cli STREET SECON, SEE _\-- 0 ` I 1 I a CONSTRUCTION DOCUMENTS fV CO\ c --------- C-4 c. ,::. - RECEIVED r N N I I �- I _ __ 1 \ \\---\: \ .---- -'�', i L_-- -__,��'� 1 I _- _ °i SETBACK SUMMARY APR 3 2017 \‘;',k,---- ," \ I /01 V^ FRONT SETBACK: 12' CITY OF TIGARD \ 62 G ..i ' ' BUILDING DIVISION 1 SIDE SETBACK: 5' t \�\4.0 ' \ \\ 5,153 SF 1 dl STREET SIDE SETBACK: 10' \\ \ `'t '� BUILDING: 3410D 1 / REAR SETBACK: 15' \ , FF = 269.7 1 E \ 61 I j 1 I PORCH SETBACK: 8 I � 1 I 1 . 1 GARAGE SETBACK: 20' 11 1 � ‘ \ \\ I \ I I 3 `\'\ III l \\ \ G IIIARAGE I 1 \ I I � 1 .i 9.19' �*} il i • 1 q kg/F14/ I \\ \ \ \ I I I PORCHI I LOT COVERAGE. i'.. _„ , , T. LL, I\ �_ ` � I j -Z _�-_�- LOT AREA: 5,153 SF w 6.00' ‘:o. = 20.06' RIVER ',:'% \ 1714' t, i BUILDING FOOTPRINT: 1445 SF \'\ PuE _ — — __.. __— —, ,")4(\ L TERRACE `t-t ,t v.)„,----_-_--- ,i � � /i .„,„„, ............4•.....",14~_.........'' / ��t i t t t -_- \_,� , t COVERED PORCH: 72 SF t o t40. -_ NORTHWEST o / ,N 1268.6 - -- E - CANTILEVER LIVING SPACE: 0 SF 0 / ` i1/4-----'"---------:_________------__11,‘ _--•-f• j ' 264.0__\\_____....I �� a r— _co N it 1 t; p ,�� �-.. WATER METER _Ar - - - • :-- COVERED PATIO: 114 SF "'�v = SIDEWALK �, _ _� M __- ,_ v)___ Ir .__ =" �� 1 DECK AREA: 0 SF r SANITARY LATERAL PLANT (1) STREET TREE: - LOT 62 c? rea i t STORM LATERAL 2" CAL. RAYWOOD ASH/ TOTAL COVERAGE: 1,631 SF PLOT PLAN ,LL `-A,__ B >� 28.00' nC 1 ....-....___._...._ FRAXINUS OXYCARPA M -'''"�~ 11 SW APPLE GROVE TERRACE 'RAYWOOD' 31.7 AS _ _ N -p5 �„ SS\ �+ Ni • �v° ,. rye '`� IMPERVIOUS AREA: 2,187 SF 1 N. Al O { `' • -- 0 .4 - Q • _ � ''' ' 16, - - - 4, 0 if 1 -1- 1,... ° __ 4 -i! V4___-------7 ' '" '` CITY OF TIGARD , ... RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning PROJECT NO.: 395-037 O` TYPE: CONSTRUCTION 2S 1 W6 Date• s I L7 SCALE REVIEWED BY: PRE cn LOT 62 (R-12, MEDIUM) Initials: MA ° j 20 M RIVER TERRACE NORTHWEST 1 INCH=20 FEET 13312 SW APPLE GROVE TERRACE 0 M W1, W00 .fliC- D m 411. j m Q rn — o - r'CDo o - + 0C o n n � jm0 _' o Z a) 0a 0 ) Z o cn 1 CD SW 10=0' 31-101 00 f _ 1 213 Z DJ m 1, n x m O co'0 EO 4 g. g g t . a D1 so� II 'r..�� III IIII, 0. - MI v J1 D m m m (,) D2 (6�•In J3 cn 0) e7 m N C7 Na 0 0 � o00 171 C.14 m j J4 ? ? o ? � �, d_ .. w ry i . . _ c. N � m r. 41 N Z ©GIF JO 4R �,, (7) cn r �, - X a 0 o-ixo D �1 St 2 J7 < mIQ o m�,,m p mop o< x __zull-Ffl< , st ...... a J8 a m mmmcwzzzm 0Cnm A �; ��0cnmOZ�mrrr t ei �Dmc>���zmcn�D ■■ zzp�m�pmnmz . .'"Est o popz�z���Dzm .i �~ G7_ m ��mmpzOpOCOpCP" a O- mc�Amz�cnrZ< I. - n3„,Dm D,D�- J7 ppppF,C,-- -<m . a wmm• zOo_m0zm0 - r Q. cmocOmz=Tz _�' nDpE�8G� z , I z do0,p C P3 (2) .• r JO ki,_ '� -I5C A FIJI Pr •' =.'i id i :re-11 ' I * JOIWC: n he L °� r cCCILI P29 N. . :i: + —� I j \ a L ac C �. J1 111\ J1 0 VI Mill �1 3 R v�� © ,•, �a c L .,,„. ,. ..., 0 .. '' lua 39'.5” N CONFORMS TO DESIGN CONCEIT 0 CONFORMS TO DESIGN CONCE T WITH rs 3 o -3 El CONFORMS TO DESIGN CONCEPT p REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT WITH ,� N REVISIONS NOTED NON-CONFORMING - REVISE AND RESUBMIT y. ig. a El NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z ts, THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE O WITH DESK-.N CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORC/ENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER TNIB SHOP DAAIYING. PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 By: Arnold R. Solomon Date: October 28, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC POLYGON 14"OPEN WEB JOIST @ 16"&19.2"O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 Os START 19.2"O.C.HERE , B THIS AREA 16"O.C. RM1 34-00-00 1"x 14"APA Rim Board 1 1 9 23-06-08 RM1 24-00-00 1"x 14"APA Rim Board 1 1 1q/ 13-01-00 "57176w% RM1 12-00-00 1"x 14"APA Rim Board 1 1 _ RM1I RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 411 TO - - -'--`� ° ° RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING -0 ! BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 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 2 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 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 o LL 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i LL E' LL 0 0 0 0 g LL o LL o ,O o BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® CONFORMS TO DESIGN CONCEPTLL BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH LL C' C' o LL BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1r BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE L J O I BM13 3-00-00 BBO1 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY e = I52-1 -1 17===_- M o BK o '°, BM2 — ' OVER THIS SHOP DRAWING. 2-1 -14 � � ACCESSORIES QTY til: i L E O m i ® TH017140-2 36 By: Arnold R. Salmon Date: October 28, 2015 _ 1 m O © HUCQ1.81/11 3 INC ==,a== ==== _ — — = RM6.11-C8 CT ENGINEERING V ,, i 1x14 OSB RIM FOR SHEAR BLOCKING 28' JBM31_- —pM1] © TFL1714 1 EY pCONFORMS TO DESIGN CONCEPT I cc BK1=BLOCKING FLOOR LOADING RM1=RIM BOARD 40 LL ❑ LL CONFORMS TO DESIGN CONCEPT WITH io o 0 o o o o 15 DL REVISIONS NOTED �_ (BM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL ID NON-CONFORMING-REVISE&RESUBMIT LL j - POST TRANSFER BLOCKING k 0 AND SHEAR BLOCKING REQUIREMENTS. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE e I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN d LL I o I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE E 1— PRIORITY OVER THIS SHOP DRAWING. m LL i8 LL f-- I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I By Jeremy Pfarr Date 10/16/15 MII BRANDT ARCHITECTS 4! -RMS=- -i s= �'- i 3 �I BK1 '� .F0 ‘11 j, iBM7i--- 1BM9( 411116111 AI.PA .iivira4.1.7..... ... ..... iiiii• DO NOT: Loosen,remove,cut or notch - any part of the open web joist. PacifiaLumber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS COMPANY T SHEET 2 OF 2 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM- ' .c,a csa.xgwR mr.e...0 rr-.uux.Muerc ", ak.. I�..�: W.°^ i qualify engineered wood products for today's buibder, nct "'°°" eo..4.,., These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. 9.40.;,e44, 'I,I�dr. ' SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber [/�1 ��\) tt•n�i u.b ��F POSTS FROM ABOVE RIGIDLAM LVL RIGIDRIM �, TO BEARING DELOR Company,which retains copyrights to,and ownership of the plans.Use of[hese plans by any other Iuuns.LSQUASH BLOCKSproduct supplier other than Pacific Lumber Company is strictlyRQSEBURO fOREST PRODUCTS ROSEBURG FOREST PRODUCES \/� ' '�• 4110 PERDETAIL Id MATGN PD p y prohibited.Unauthorized use or G BEARIy AREAOFBLOGkS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `` BELo TOPosrABovE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. i /I11li401PNLRFPF JOIST ,� /)� ROSEBURG FOREST',comers v.a.,-, �',it,r III ,....,rc I/J CONTRACTOR NOTES: 1,55/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 5F2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR u�r'��,ur� (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL OF L/430 (UNLESS NOTED OTHERWISE) M.I.5. r..T.s. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAO/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 12 D SHEARWALLS 1 psf DEA D LOAD SLEEPING AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: r----- -_ Purchaser responsible for-approving this 25psf LIVE LOAD I I I ayout prior to any construction. 11 psf DEAD LOAD I PATIO' I PATIO 1 1 1 - R1 1 R1 — R1 I I R1 A 3 10'-3" y 10'-5" Ir, 1 3'-3" _ - - _1 3'-3" _i - 10'-6" 10'-3" 45 • • ___ .__ — .�' i _ -- __ _- .-- Si_ ® CONFORMS TO DESIGN CONCEPT '.IJD El CONFORMS TO DESIGN CONCEPT WITH J3 J REVISIONS AS SHOWN [Il —REVISE AND RESUBMIT ____11 __ -- 1' JO THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 Jt .JD111 J 1 J?,1J 1 R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I--�_ —' J3 :, —- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF*ITCH HAVE PRIORITY —fig - 45 - OVER THIS SHOP DRAWING. i, ABy: Arnold A. Solomon Date:October 28, 2015 I9----4545— CT ENGINEERING INC 9 J3 • J9 I-J J3 v X❑ CONFORMS TO DESIGN CONCEPT 0 pQ 0 R1 R1 is �, „ 0 CONFORMS TO DESIGN CONCEPT WITH J9 �,i r 4 r -__=S-- ---------__-.- f-------.....__ - B 1 - �/14"j,l 45 1 ❑ REVISIONS NOTED ''' L J C , Bt =$1 ON CONFORMING REVISE&RESUBMIT O J9 =--- = JS I' 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE N iii C- WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 JI ® J2 �_- R1 i FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Q_ DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. V ---4Z - 42 IL Pi 42-- n By Jeremy Pfarr Date 10/16/15 J2 _ d2-- - MILBRANDT ARCHITECTS tr tr a 42 - - - 42 _ -- -=-=-. _--_ t.---- - -1 I 41 I I I 41 J START • L START _ FRAMING I Jt 1 J__i FRAMING HERE ---Cr---t ----A-1------1 HERE PORCH PORCH IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON 34 10 50(NEW) /��- Mrk u I Material I Width I Depth I Grade IQty I Gut Lth I Tot Lth } Tirkt(H =HANGER GALLOUT JB1 BLK6 RFP2- 0 1 3/4 � 1/2 20 3 60®� R1 OSB Rim 1 9 1/2 10 16 160 -SUPPORTING POST J1 RFPI 9 20 1 3/4 1/2 5 6 30 'l COMPANY ED -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 14 165 J3 RFPI-20 1 3/4 9 1/2 16 34 544 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 10515 551 ALLEN BLVD SEAVERTON,OREGON 97005 (503)353-9663 L6 -LVL BLOCKING J5 RFPI-20 1 3/4 P 1/2 1 12 12 PLAN DESCRIPTION/NUMBER: POLYGON 5410 BD(NEW) J5 -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-O" IdLam LVL 1 3/4 9 1/2 1.5E 2 14 23 CUSTOMER: POLYGON B 1 Ri J =JOIST GALLOUT g PLAN DATED: 10/2 1/15 5 -BEAM(FLUSH w/JOIST) Accessories NOR =HEADER(BEAM BELOW JOIST) H1 ITH0 11 P50-or-ITT9.5 5 DESIGNER: KAMI L.HENl7ER50N DATE: 10/21/15 550-BEAM BY OTHERS PL 1 5-355 (MAIN) SHEET: 1 of 2