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Plans (27) VAA s 1- 2-°� � 132.5 � Aç \pG1r - T€ ,11Y"Iy�v -x ��f �S� LEGEND: ' ' SANITARY SEWER Pad re s C,oinmun�ty II I I I ii 1 i1 Lo, �� :,r)----- STORM DRAIN ; 3 r f - ; \ I Dreslgn rr-y I 0• -- 1 0� �� 4/ — WATER LINE ,,: :� -z_t�,R� m� x 1 t 1 1 1\ J 2564 Sw Main Street i _ ; L MANHOLE Tigard OR 97223 T' � I ; [T]503-941-9484 „.r I/ �� of I i1 CATCH BASIN - I DATE: 1/27/2016 i t-." . STREET LIGHT �j. - 7 �� V Y _ \yy." I RIMETER NO. DATE DESCRIPTION _ 2/3 REVISIONS __- - 1 1 = 1.0 CCX�O r /-- 41.0' �-- �...� - STRAW WATTLE PE EROSION CONTROL i i 282.2 STREET SECTION, SEE I ,y'O \� CONSTRUCTION DOCUMENTS 1 i 7 0 $ 97 // I o D_ I N .27.76' ,. 01 L _ I �^trr I . ;!` J N — ill E__. c —�E / I Ji . 1 I II ( I I I ' :1 i' 1 F o� I �� ,�� I SETBACK SUMMARY 1 N 7 1 1 7_, 1 h__J1 ff1 T I I' j ' __ __ _ j� FRONT SETBACK: 12' APR 3 2017 1 I il 1 I SIDE SETBACK: 5' CITY OF TIGARD (" I [ 59 ' I I STREET SIDE SETBACK: 10' BUILDING DIVISION 1 3,781 SF I 0I I I REAR SETBACK: 15' I5. / ,,- I 1 ft I I- I BUILDING: 3410B I ;I 0. N, ij 1 I PORCH SETBACK: 8' N CD 1 r FF 282.3 I z, -�>����� q GARAGE SETBACK 20' ,. .i , 5 J ' r [ I ; ' , I 4: I fi ,•f ll o 1 V I 4.00 a- -�— --0.- 4.00 f 11Afinil ved bY P I nnIng o • • ' I ' 1 I i /plat..1 L • I ilfr _ - a 0. }- I3 k" GARAGE ; '' p'� ��• j 1 1 ' 1 f ir, __Il j { i I �" LOT COVERAGE. , I Ih • w i, , ;° I --_�.=— LOT AREA. 3,781 SF 1 ---F -- 1 it 11 - �! I i✓ „, ii RIVER II 1 0) I° t .1 �",, ,; I I PORCH I ,1 L BUILDING FOOTPRINT: 1,443 PO , '1 4. ; '.,i;r�,li/H,i �`r• �' 20 00 �- I 6.00'-- , I L SF TERRACE '' , ll�, ti- 'I,i� -15.99 PUE �� r ,— f i , -_ --- ; -� COVERED PORCH: 140 SF I i ,,,1 i i r \, fir" ,� i �''��e�, _ SIDEWALK • NORTHWEST �` `� i — "� �€ ' 281 a' — � 30 2 ; 1.s' — %��" ���� CANTILEVER LIVING SPACE: 0 SF Ico v, r tis9 9 0' 2773 — [ l �� 1 ' , 1 j y i COVERED PATIO: 114 SF 1i 00 "." .�_ �; � _ s_.� .�� \ _ ---77-7'''''''- u. _7, DECK AREA 0 SF vi l u, rr, ,r N _ fit — —0.6 \� ) —_ — '\ _... �Yt - -------2:7-;----‘7 ' / LOT 59 c� / ��'" i -- ----AL._:I l PLANT (2) STREET TREE: �'` • s 5 =---= _-- GS — ' -m---..." WATER METER - 1--- TOTAL COVERAGE: 1,697 SF PLOT PLAN 1 2" CAL. RAYWOOD ASH/ -___ : ---.___._._. - __- , SANITARY LATERAL t _----____ I ____— FRAXINUS OXYCARPA t 44,9 % STORM LATERAL 1S"- ___ a RAYWoOD' r... -- SW APPLE GROVE TERRACE 0,�. �� 28 �, �0 �' IMPERVIOUS AREA: 2,231 SF 6 ti ,i f NN fit• 77-\ry` I , /f j y .+� w 1 pe J •.'''',\\': , ��l 1 , i i f it ,�-� �.� ..-'r � %,•;/ \ .777'. ...1-------'Z.,.;;.4 V� G j .__'• C 2 RIVER TERRACE NORTHWEST (503) 221 -1920 (Fh15/ 0 PROJECT NO.: 395-037 Os „•o TYPE: CONSTRUCTION 2 1 W V REVIEWED BY: PRE LOT 59 (R-12, MEDIUM) SCALE O "' RIVER TERRACE NORTHWEST 1 INCH=20 FEET 13258 SW APPLE GROVE TERRACE ''''EGEF,./EC)EF'JELI APR 3 .. 6X6 6X6 •° 1 CITY OF TIGARD \ i____H- 11: m�m 6x12 HDR :-,,,._1 BUILDING DIVISION WU Cn O I— d- N CD O I— t\ O Q CD3- /8\ /4\ g 1.2 59.0 P3 / STHD�14 4X10 HDR ' ° � STHQ14 STHD14 _ _ .�m2 2 1 Q H 1,'' ___(2)2X10 HDR 6X12 HDR f .:r<s Va,x� . '�i'` 's4 ,„3,p...,,—m m m m b rr'2 ix f"s� ° m®m m� i,� ® ® 2)2 X10 HDR L ,.,. rsfi.*k� y�,." ®®m c+��m mem ! ,— � .—.—_ _._......�—-,r____._.._�_— _._ .. �_ _.-._�_._.-.._�1 _ ®�®®� ® as >�6��''�'�tA&`Faa l'' f-1_ _ _—� 1, Ii �� I I I I I -7---F--- \1� (2) KING STUDS I..o 1 W/ TRIM STUD O : � I I I __===_—_-.--_v_7=� I III c EACH SIDE MIN. x f CN MAIN LEVEL SHEARWALLS 11 ian 3410 UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 r 1 70 14'-33/8»: Pat I® . Q 34'-0" "----10 i • 7'-11Y2" 7'_10,9 5'-1Y2" :a /4'—g„ Zo w I i E5-0. 5k-0 SL I 2-615-0 — I - _ ,, N 6_0I5-0 F 2-6 5-0 SH LI— --J I I ;I co O '6)1 , I I in I r7 - `o (13 r.i I P ia n 3410, MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 34'-0" 3'-3Y8" .4 es PATIO WIDTH VARIES PER LOT 6" 15'-11%2" 83/4" 83/4" f 6x6 PT POST '� ® 6x6 PT POST :tee _� THICKENED 16 L—— w SLAB EDGE D2 4'-6" 1 e 0 6" 3'-6" CD f 1, A 31/2" CONC. SLAB in N- A L Q P3 /8\ N- 1° —0 -5 / / 8\ \51.2/ cin O N Lusa7— \S 0 P3 S1.2 \ / STHQ14 -� m 3.T_ it4 ___-1,8- -- —_sTHa14 c?' �— LTHal 4 \ i c� 7 I , r`1 1 ® _- Ir t W —;—J3&4 —21/4" L_ _ 3 » —I 11 /4 0 — D1 s Dl I — I 18X18X10 FTG I ,, 0, �L I 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. .Yi ROSEBURG FRAMING SYSTEM" „a;3rm,:i, y°;•Lx PACIFIC LUMBER COPYRIGHT 2014 i qualify engineered wood products for today's budder•, souw aLL=a These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. • soi.iveLosnALL Theplans may not be re-used or copied,in whole orpart,without writtenpermission from Pacific Lumber q {g 8 / �{ n e';na;'„.a 'I� I�� =zrsFROMAecve y P tGID PJV0 d�VL iGiD '1tl6,. tr TosEARiNGBELorvCompany,which re[ains copyrights to,and ownership of the plans.Use of these plans by any other �'va ' NsrAnoonse suns roduct su lier other than Pacific Lumber Com an Is strict) rohibited.Unauthorized use or4, ;'' `,IIIPER EARIN,a.MArc« P PP P y y P ROSEauR6 FOREsr PaoDucrs RosEBURC.T(?RESrvaonucrs BEARING AREA OFBLOGKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `\\` / eeLonro POST ABOVE penalties of up to 520,000 per work infringed,and 5100,000 per work infringed willfully, t B��// ION' Y* R P9 JOIST' \/�/ ,�__„,,,,,,..0. ROSEBURG FOREST PRODUCTS � �0 • IIID hCONTRACTOR NOTES: .25516N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS P�,x.�,,Fax'. °” 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .. .,:.,• ,.,..- EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPI BLOCKING PANELS NTH BEARING MALL ABOVE POST LOAD TRANSFER.DETAILOF L/480 (UNLESS NOTED OTHERWISE) N.T.5. NT.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR 1-0,491N6, 5)PROVIDE PROPER SUPPORT AT ALL psf VD 1 2 D SHEARWALLS 1 2psf DEA D DLOOAD 5LEEPING AREAS: 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. ROOFCOAD/NG: --- Purchaser responsible for approving this 25psf LIVE LOAD II ayout prior to any construction. 11 psf DEAD LOAD I PATIO 1 i'PATIO' 1 I R1 I-- R1 R1 I I R1 ... 31 - . 1 0'-3" JB 10.-5.. 0'-5" --_ -- - -- 13'-3" ^ 13'-3" - 10'-6" 11 10'-3"r- — - J 3---= -------- _„=„,====.„ 11 11 -- hi ® CONFORMS TO DESIGN CONCEPT - 11 I _ li' J.�A _I1', _ ❑ CONFORMS TO DESIGN CONCEPT WITH 'i I .i'� REVISIONS AS SHOWN J i- — _ — --— Ifs. ------ J 3---Ii - - — �I iiI ❑ NON-CONFORMING—REVISE AND RESUBMIT - — •I'— J3— — -- 111. J3-- Ij 11 THIS SHOP DRAtING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J5 i 43 = WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 -17;1 JI 1 J 1 J 1 R 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I Us i i� J3 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF'VHICH HAVE PRIORITY OVER THIS SHOP DRAWING. = I J3 �I - III' J3 Iliii li ------_ -_ — --- -- 'i —J9 _'I'I By: Arnold R.Solomon Date:October 28.2015 f----,....,- 11I" • Ill CT ENGINEERING INC i J-3 1 _; . J3 I� _ _ _ Ill _AIly I] F.:1:Hr I � ® CONFORMS TO DESIGN CONCEPT V -15 ® R1 R1 ® J-3 — = v0 pd 0CONFORMS TO DESIGN CONCEPT WITH — �— \ J5 - J +-- J- - J-3 i` - REVISIONS NOTED — J351 -- B_--- =3.J54--- �3 4 ui C = /J4\�r•. -.'b-- = - 0 NON-CONFORMING-REVISE&RESUBMIT - --�J 1 ------_- --------' -1- „,„-1-==.414 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE .15-111O �� WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 R1 }i ,T__ _—__ _ _____-,,] R1 - DI FABRICATORNENDDR OF RESPONSIBILITY FOR CONFORMANCE 011TH DESIGN -E ® �` —J2 67 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I - J2 K PRIORITY OVER THIS SHOP DRAWING. tV �2- - Di By Jeremy Pfau 10/16/15 _ J2 - MILBRANDT ARCHITECTS tr J'2 = J2 tr _— ---=---J2==---- = -===------- =J-2 --------- ® J2 = J2 J2 - J=2 - J-2 - _ ------ --42 • I =--- J2 = I2 - R1 R1 = J-2 J2 - d2 - .t2 _ —.:J-2 - - J=1— II J-1 —J=1 I r r1=1 START J1 J i J 1 I START 11 li FRAMING HERE INC J-1--- J�— .=_i tCI HERE = J-1------,1 J=1- sI PORCH PORCH , IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) POLYGON POLYGON 34 10 BD(NEW) BM vy LEGEND: 0 � 0 _ x a Mrk I Material I Width I Depth Grade IQty I Gut LthI Tot!_th • (H}—=HANGER GALLOUT .1131 ELKS RFFI-20 1 3/4 4 1/2 20 3 60 IL �I ( 'J r 1` lira 1 I I�' ®� R 1 0513 Rim 1 4 1/2 10 1 6 160 l It w'y� -� =SUPPORTING POST -.11 RFPI-20 1 3/4 4 1/2 5 6 30 & TRUSS \, C O M P A N Y ED =POST LOAD ABOVE J2 RFPI-20 1 3/4 4 1/2 1 2 1 4 1 53 \' J3 RFPI-20 1 3/4 9 1/2 1 6 34 544 R =RIMBOARD J4 RFPI 20 1 3/4 4 1/2 2 2 4 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)853-4653 LB =LVL BLOCKING J5 RFPI-20 1 3/4 4 1/2 1 12 1 2 MAIN FLOOR JO15T LAYOUT SCALE: 1/4”- 1'O" PLAN DESCRIPTION/NUMBER: POLYGON 3410 BD(NEW) JB -JOIST BLOCKING J5 RFPI-20 1 3/4 4 1/2 1 22 22CUSTOMER: POLYGON J =JOIST GALLOUT el IRigidLam LVL 1 3/4 4 1/2 1.5E 2 1 4 23 PLAN DATED: 10/21/15 B =BEAM(FLUSH w/JOIST) Accessories R -HEADER(BEAM BELOW JOIST) H 1 ITHO 1 1450-or-ITT4.5 5 DESIGNER: KAM/L.HENIJERSON DATE: 10/2 T/15 HD BBO=BEAM BY OTHERS II �L 1 5—3 5 5 (MAIN) SHEET: 1 of 2 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 O� START 19.2"O.C.HERE > ®THIS AREA 16"O.C. RM1 34-00-00 l"x 14"APA Rim Board 1 1 —�� 0 23-06-08ts • - RM1 24-00-00 1"x 14"APA Rim Board 1 1 4� 13-01-00 MOVE JOIST FOR PLUMBING RM1 12-00-00 1"x 14"APA Rim Board 1 1 f �RM1� _ RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/— 4" TO • ' _•` • • RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBINGI --o . BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II' 1 BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �� I .. j ! � 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 , ' •II '.Ell 1 . 'ISA I •I� • I ET�• 1• 1�•' ?I .? i BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 `0 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® CONFORMS TO DESIGN CONCEPT o U- ' - ' ' 0 oLL LL LL BM3 6 00 00 1.5 RigidLam LVL 1 3/4 x 14 1 2 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 - CONFORMS TO DESIGN CONCEPT WITH 0 0 0 I0 0 �0 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 — REVISIONS AS SHOWNLL ILL LL ' BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 n 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 dBM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE AA O t BM13 3-00-00 BBO1 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 13-'a,-0, DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY '–' ��r ... • 'p–• OVER THIS SHOP DRAWING, i u I srzi�C rmuml� ,I•Jil 1; ,4 �BM2 a _ ACCESSORIES QTY t .I 6 ® THO17140-2 36 By: Arnold R. Solomon Date: October 28, 2015 �j '",�, ,�,�`� INIIIIN ��RM1 CO 0' © HUCQ1.81/11 3 CT ENGINEERING INC Ij EMI ? O A 611 I8 I- 1x14OSB RIM FOR SHEAR BLOCKING 28' - 1 IBM3-- IBM1�• 0 TFL1714 1 �I; c ® CONFORMS TO DESIGN CONCEPT <I- d FLOOR LOADING II ... BKl=BLOCKING 4D LL ❑ CONFORMS TO DESIGN CONCEPT WITH i . RM1=RIM BOARD 15 DL i o : 0 0 0 =10 0 REVISIONS NOTED i LL LL LL LL :ILL U.- REFER--IBM3� REFER TO STRUCTURAL PLAN FOR ADDITIONAL El NON-CONFORMING-REVISE&RESUBMIT I; DLL Z C " - POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE II L` POI �9I AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE II+ • � • h] t s NU 5fflifliii NO.I� `m ,J• i1j B I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN : CO CD s 11_ � 00; DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ELL - I',) I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. PRIORITY OVER THIS SHOP DRAWING. Pi m olim 1 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I By Jeremy Pfarr Date 10/16/15 1 MILBRANDT ARCHITECTS - - - 11 0lial cl■ -lrojilgd ° CO 1BM7 ��-- BM9 o ��_V OOVEPLOMYNG LI � _ lg -N DO NOT: Loosen,remove,cut or notch any part of the open web joist. 5 } •b . r JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS `,, COMPANY SHEET 2 OF 2 o -0 Co rr- W W O > m _ `m ® o ru ® ® y 17 CD )7 Cr- • • cc' o W W GI ys. --- ® rn z 521-5' ° Wits) z 10'-? `i 38'-r a 2, _ ° 131�' I cri) rn __ . • . . . . .I, 3 oo m ' cD I I . • - 0 (6) cn to �m . s-•m m ,D c ( C ( m Q- 0 0 0 00 - cn Pa' .N 0. p omn w la e i e o 9 4 e e b �m p i O O_zcoozDz�DO filp!-et. ■ �mmwzzCo la a -I y; �� lg3c rTi cci�mr IZzo-mOmnmz O OpOZmz>m„)„, . - 7 z m,„„m H a) -IDzmO OOpnOo O-umn7pmzxwi-z< sr. 0�,j>m,o>-)Rp °° OOOOr'JE, m J I E ,mm,zmrmnzmp A 1 In 1"----- Al if / iiie LE2' (-. K •• 2 F-11 . g - 7. O p_CH,mm Q \\ a �Dr,ZOj�CpOmr--0p� j_ coal / - ! N 2 I. \\\14. , N\ r Cr ac CA athte$ IV a. cn IanVI tffirr _ r r - - r s r - a - - W ,--- r .:Ico 13'47 391_5' ® CONFORMS TO DESIGN CONCEPT O `” 521-5" ii CONFORMS TO DESIGN CONCEPT WrH ® CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING - REVISE AND RESUBMIT CONFORMS TO DESIGN CONCEPT WITH THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 ® REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Earn, FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE v �' = N ❑ NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY i' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. N WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE (:) FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By. Arnold R. Solomon Date: October 28, 2015 °' DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS