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Plans (90) /`I 7 i 7--C- &cam l?y� ��ia� _Lb__ I - LEGEND: /" Q SANITARY SEWER Pacific ,° -= — — — — Community t � � � � Is STORM DRAIN s I t 1 292 0 1 H , t, __ design r-�94. / I 291.6 � � WATERLINE a a1a 12564 SW Main Street �� r s � d�t�u�d MANHOLE Tigard,OR 97223 � �,.,. i14� d m ,1;� w ;_r �__ �- x [T]503-941-9484 - CATCH BASIN 1 I � �� I _�_ � DATE: 12/07/2016 17.68'— I — I STREET LIGHT REVISIONS 24 24.67 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - 92 I l — I ! EROSION CONTROL r - i \ STREET SECTION SEE 1 I © CONSTRUCTION DOCUMENTS -� I 1 � 290 b 1-HR FIRE BUILDING: 3413DR 1 I j _ RATED EAVES , 1 1-HR FIRE ; SETBACK SUMMARY FF= 286.8 I RATED EAVES 19� 125 122 123 124 ' I FRONT SETBACK: 12' 3.00' 3,611 SF `�' SIDE SETBACK: 5' m ��! I STREET SIDE SETBACK: 10' / �,i i `? ' 'e ( i ti ' I I N REAR SETBACK: 15 �2g8 1 1 , ---.-v r-----I I 3.00' N I a I 1 , I PORCH SETBACK: 8' -' �� I I GARAGE , , I Y } GARAGE SETBACK 20' yI - I I , I _ 1 �•_ - xrrnan,,n ,mhos. o — _ me,dar� E f - r a I ri E - _ __ _ SIDEWALK I - I ' PUE 2 ___-- $b `— — — imm0E: ----- _ 20.09' _ _ — -- �_ LOT COVERAGE: z — 13.'0'- - - - - - 1_ 0,...._ __ \ ---- ilik 1 `- _ ` - -- LOT AREA 11 SF �� lit,\ ---- s'-r-r.r - RIVER _ 1 I 1- N ' _ ` "N� BUILDING FOOTPRINT: 1,469 \ l — - � -285.2 ^ TPR NT: SF TERRACE co ri ::. ; ": 1 cv . Q . �.__..__ SS 5 COVERED PORCH: 114 SF NORTHWEST O ' - \ _ ray J '_._..-_ I- 5;, _I"` �' f z8 ,__ - SW SHADOW TRAIL STREET B CANTILEVER LIVING SPACE: 0 SF SS SS -, = SANITARY 5,. o LATERAL C COVERED PATIO: 0 SF co � � 4 %. WATER METER ti1 _.._L- --SD---- _. 0 LOU. 0 , ch :�. Sp Vt l � ,` DECK AREA: 0 SF cN �` \ I W `' ----� PLOT _ �_ I - -{------ TOTAL COVERAGE: 1 583 SF LOT 123 _-- _ _ TTT~ �\ PLAN T, .� a I ,--- ;,, ,� '' _ — 43.8 % PLANT (1) STREET TREE: - STORM LATERAL - 7-- — -1 �^ 2" CAL. SKYCOLE _ \� =I_ _ — — IMPERVIOUS AREA: 2,143 SF ° ,____-'----4. -__ HONEYLOCUST/ GLEDITSIA ''� i — � ❑ �o —D �_ ;= TRIACANTHOS INERMIS — _ I', o \� I d 1 �- �- (( ( : -_ r — — I — - — , I I ! In '--=- -- CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 C /„� Approved by Planning PROJECT NO.: 395-037 (ii) 0 P5. 2S1 W6 TYPE: CONSTRUCTION C% LOT 123 (R-7, MEDIUM) Date: I `-� 2z' 1G SCIA°LE ° REVIEWED BY: PRE RIVER TERRACE NORTHWEST Initials: - --- Z 17483 SW SHADOW TRAIL STREET ""C"=20 FEET PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM"' �,"n.;, ^" °^^ i quality engineered wood products for tadav's builder 'V rc= ii These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ^--„,,,,,,,.,w ,I' I� ��' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM-LVL RI GI DRI M^ SOLI BLOCK ALL ogs r ABOVE Company,which retains copyrights to and ownershipof the plans.Use of theseplans byanyother R._,.. roBEAni«BBELon. P y. p 1 ,n�..u�,. INSTALL SQUASH BLouosproduct supplier other than Pacific Lumber Company is Ail; oma..-,�_. _ _ ,III BERnBTO POS ABOVE. these p py strictly proringes Unauthorized use or gostavua foassr crwovcrs ROSEBURG FOREST mow= G BEAR�«s.,aEA OF BLooKs copying of plans,infringes rights under the Copyright Act.Infringes face liabilities that Include '� `� BELory To rosrnsove. penalties of up to 520,000 per work infringed,and 5100.000 per work infringed willfully. II '004 40,-*RFPFJost �1j' CONTRACTOR NOTES: pE5/6N NOTES. .'n....... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS '^""'°;°'-""""" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .�����dv.;`P'�"�w°:2—,ee.--- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPPI BLOGKINGPANELB WITH BEARING WALL ABOVE P05T LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF N.T.5. NT.s. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAF/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VA OD 12DL SHEARWALLS 1 psf DEAD LOAD (- THIS ISA PLACEMENT PLAN ONLY. SAREAS: 3OpsF psf 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/NG: PATIO ---1 I-__ PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 11 psf DEAD LOAD I I I I Si i I r R1 R1 I 4 R1 I la-3” ll, 10'-5" —, 13,-3" _ - ' 34,-0" h. -- - i� I. ---- ------ -------=--=----- it ----- -------- i- =-- ----- - —= --- i —r? PL 1 5-400(MAIN) I, I'. POLYGON 3413ABD(NEW) I. ;I. I' Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth --- Ili II - ----------- •i' J3 - -- ii' ----- ..81 51-KG RFPI-20 1 3/4 1/2 20 3 50 - J a: a 1 -I 1 J:1 ---- I �1 R1 OSB Rim 1 1/2 9 ib 144 ,-- i _ ii ---_ I ------ --- .J1 RFFI-20 1 3/4 1/2 12 14 - 155 - _ _ - J2 RFPI-20 1 3/4 1/2 16 34 544 -_- _-_ - Ii',---_ II J3 RFPI-20 1 3/4 1/2 5 6 30 -I _ -__ _ __--__-___- __ ----_.---___-_-_-._— ., J4 RFPI-20 1 3/4 1/2 2 2 4 J5 RFPI-20 1 3/4 1/2 1 32 _ 32 I - I, — 2 Ii 51 Rigid-am LVL 3/4 2 1.5E 3 4 42 __—. --_.---- --_---------------_--_-_-.----_---- _ 52 51613E444 3 1/2 1/2 2.1E 1 6 6 'I _—ii —_ 0. U Accessories ' .1111111111111111111111.I - il H1 I TH01 T 950-or-ITT 9.5 5 11 5-1 R1 - m R1 F _ I� �6 - f n a ] 5- I --_ i _ — CONFORMS TO DESIGN CONCEPT o O CONFORMS TO DESIGN CONCEPT WITH J1 K REVISIONS AS SHOWN e ry N __ _ ❑ NON-CONFORMING-REVISE AND RESUBMIT I , K - J4 THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFOANANCE J1 1r 11- r �-t— WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOAiVENDOR OF RESPONSIBILITY FOA CONFOANAt10E WITH THE -- J 1 -__ '• -___--__-_---41—..._--_- —_- DESIGN DRAWINGS AND SPECIFICATIDAS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. J1 -J-1 -1 By: Arnold N.Solomon Date:December 3,2015 ------- == — - ==---- - CT ENGINEERING INC 1 --J-1 - Igi CONFORMS TO DESIGN CONCEIT I -J-1-- 4- _ d4.— — -al _ ti '-- ---------------3 - - - ar F,:k e/12/15 J !1--- - MILBRAN(1T ARCHITECTS ---535_+, — 2 - JB1 _le•- J7 J B — /MPORTANT-1 START START / REFERENCE INSTALLATION GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORGH i HERE HERE i PORCH i LEGam ii.,. 0._.ENDER CALLOUT Pacifi umber ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE a` R -RIMBOARD 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)355-4663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3413 ABD MENU JB -JOIST BLOCKING CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 1 1/23/1 5 B -BEAM(FLUSH W/JOIST) HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: KAM/L.HPNDER50N DATE: 1 1/27/1 5 550-BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 1 5-400 (MAIN SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING R Products PIotID Length Product Plies Net Qty rSTART FRAMING HERE 9-08-00 4 RM1 42-00-00 1"x 14"APA Rim Board 1 1 1���� RM1 34-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT �RM1� RM1 22-00-00 1"x 14"APA Rim Board 1 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH 14 e ° HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN ' ' RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE : BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. O) r r N 'N N ':N 'N 'N N N N N BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: g 0 0 'o l0 0 0 0 0 LL u. ,LL o l0 0 0 o Jo 0 0 0 0 Arnold A. Solomon Date: December 3, 2015 2 LL LL =ILL u. ;LL LL LL ,� LL ILL LL LL U. LL LL LL LL LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC I BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®�NwwM,.o�,"N oNEOT BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ oVr.,74""`°"'`T"""" BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 Jas Ho I a MILBRANDT ARCHITECTS 14 1i .n BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 ;wN11 05 3 I �R ;_ iii 4-0Ir�LI O -1113, 3ZO II' Ute=Mall III I_ !_..1 11 ACCESSORIES QTY IRM11A II 11 0 TH017140-2 44 11-1 11 II . © HUCQ1.81/11 5 1 {� I C HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' V ) 11 � m . FLOOR LOADING 1 I 11 O ® BK1-BLOCKING 40 LL-RIM BOARDb IL u_18 O LL MI O O O pF 15 DL1RM11 1 xr xr v loi woLL I U. 2 LL MILL REFER TO STRUCTURAL PLAN FOR ADDITIONAL I POST TRANSFER BLOCKING m m co AND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 I I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 1:K1 B I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA IBMs' - 1 II PI IN B = I _ il'1 1 1 .3-0 tl M [fl -._ . + \- �BM6�-- RM1 IBM3r O 4 6-08-00 Q II-1�`1 II 4 4 —_�- Pac� umber Id START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. i^ JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 ow1 y 6 6110 1 0 ov < mz 51'-811T ? z r o m I °11'4112' wt. ' '� N m a o , e C C ll ''t. 4%m CTi r � � 75 P1 3 ao m I 1 II. _. a. a C►M -1 � _ WIL ,s N 1, / / N n m m m E,--, C M C C T � , _ • c �' I O O O � 0 \ it , w n, z W m , i /.� // CI) CD C 01I ' ii�l r/// L 7 • G. m mom. D I'�� / < ai,,Tccmnm o 0 O 0m0 - _ m-�< Z OOZ� �ym W �mmmzzT§G)cc�o ��1/2 1r (2) 4. ��tnm,,OZ (0mr r (n OD0 mZ30mnmz _. Aozz-o,.(50.00- M ,DZmO-O,On�. J7 0 4 .,.. 1 i i OO -mcODQOr0 -- m CI Z<MZ - ` / `•-' AIM Ant t Pi Y `-1-7J. 0zx _mxco I Lc' ' ..a •AN •• J5xp � p 4 _ rO Zw 13 ZOow c10 -u -41 o ilig EJ r J3 r crm 4...1 11111111 c MM Ute. 3 xi csi w . J1 t m,,,;,,, tel .7. , ,.„,,..„,..,..„..., Si 0 K C C 47-01° P. C e = 0 _. ..< El TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT 7o 3 0 5 P1 2 TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH p 4 ❑ REVISIONS NOTED REVISIONS AS SHOWN .1, inner y El NON-CONFORMING-REVISE&RESUBMIT n NON-CONFORMING - REVISE AND RESUBMIT P THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ar WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE c FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. 01CR TIIIC CHOP DRAWIWC. By Alexia Fukui Date 8/12/15 MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC