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Plans (105) c`(\S-T a0\� -C_Z -4 I a-c\ PP S\ Z\\/eQ.7-e sw o- ` Avd . LEGEND: my SANITARY SEWER Pacific \ . ,-,\ /I as V » — ....._... r — �a SW BLOcMFIELDI AVEN�JEFY Cunu»unit — a s— ,0 S— A, CIS V' ,� STORM DRAIN Design Y M M M " —w WATER LINE 1—w SANITARY LATERAL—w w WATER METER 12564 SW Main Street j MANHOLE Tigard,OR 97223 Apl�� � STORM LATERAL • CATCH BASIN [1]503-941-9484 � � '%'—,mi_imimumimwAil_mmero DATE: 8/3/2017 11111462111111161161179.6 -' iI i 1 � `� aatialir ,, I NO DATEREVISIONS RIPTION ,� ` . -. 327.0 `\�! 11Le l , —©— STREET LIGHT o"`1"�`�1` \`��+.32.0'I, ���`-��� ����\��`�!!� I Mir ' `SIN •) �� ,_ STRAW WATTLE PERIMETER — — — — — — — — — — — — — — EROSION CONTROL iir 20.00' �� FLOW DIRECTION ARROW 6.00' I r ' , I �r PUE, TYP. STREET SECTION, SEE I I 1 I 11 F___ 1 1 1 0 CONSTRUCTION DOCUMENTS I y I I IIIi r i GARAGELI f I I �'- II II I SETBACK SUMMARY Iill i I I ,IFRONT SETBACK: 12' E 1 1 @ I 1 SIDE SETBACK: 3' m , 1 177 IX I J STREET SIDE SETBACK: 8' 1 FRONT PORCH SETBACK: 8' 179 178 P 3,136 SF 1 I P176 r� 175 REAR GARAGE SETBACK: 20' oN I 11 1 1 I 1 BUILDING: , I 1 o� ( I 1-HR FIRE 1 2610B 3.00' I I D i ( , RATED EAVES FF=331.21 II I I 11-HR FIRE , r. 1 , RATED EAVES � I W I 3.00' 1, I LOT COVERAGE: N0) M I 'I RIVER r---- ' I J IF I __ I;' 331 i ►� –7 _t__ r.- �� LOT AREA: 3,136 SF _ –� ti --- 8.00' -._-i TERRACE 330 1 PORCH ,°. 329 - --–– i• 4- �0 I 328 327 LOS; PUE, TYP.Y BUILDING FOOTPRINT: 1,304 SF EAST 1111/01.1.111_,.:110 326325 16.56' 101 g gii_ COVERED PORCH: 221 SF 323 0 _ :�� �.� f COVERED REAR PATIO: 0 SF a . IINI ��� 4 a. 320 a a � A4N. n : _ % 4 319.0 g �, -`, CANTILEVER LIVING SPACE: 0 SF cn �I-• �• - ® �r i �� �' /% ��VII�Z LOT 177 Q e, � ,��, � ` I ►'s` DECK AREA: 0 SF PLOT PLAN � . 4 �� , s c, 1 �► �� �����»r���� -- A,r"�� TOTAL COVERAGE: 1,525 SF (1)GREENSPIRE LINDEN/ ,f `_t' ,<, O SW RIVER TERRACE BOULEVARD TILIA CORDATA'GREENSPIRE' or 48.6 % O ` .� a M �, � '-'''\ IMPERVIOUS AREA: 2,084 SF J \ \ \ ! \ \ 1 U 0 0 0 3POLYGON NORTHWEST (503) 221 -1920 � � �``� pproved by Planning .� c PROJECT NO.: 395-041 o 2S1 W6TYPE: CONSTRUCTION LOT 177 (R-25, SMALL) Date: r2- i14 / 17 _' SCAI E REVIEWED BY: PRE a initials: �1 !I✓ Pt. 0 ,o 20 RIVER TERRACE EAST O 1 INCH=20 FEET • 12967 SW RIVER TERRACE BOULEVARD Z PACIFICLl1MBERCUPYRIGHT2Ul3 ROSEBURG FRAMING SYSTEM'" - ,,, i quality engineered wood products for today's builder'• "°...-..°10101 n mar* These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2013. - „w,,,,,,, The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber R I G I D LAM LVL RI GI D R I M- ,II II ��. company,which retains copyrights to,and ownership of the plans.Use of these plans by any other rosnraoM wave To eaAr<0 eea.on x. weT.0 eawe«r 81.0 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSESURO FOREST PRODUCTS eosceuFEe FOREST PROErueas 4010 . F.�Ra,Tt1a�..TGxII enxaws wxua el.ous copying of these plans,Infringes rights under the copyright Act.Infringes face liabilities that include ea.ow TO POST A00VC penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. v - �Olt FPFJolsr 'ROSEBURG FOREST PQODECTS�r II . leg 11 CONTRACTOR NOTE5: , 5/6N NOTES: M-N0Va. 1)VERIFY ALL FRAMING CONDITIONS HIS FLOOR SYSTEM WA ^ _-^^^'-�a^ s 2)ALL FOOTINGS PER DESIGNER'S PLAN �.ESIGNED TO MEET OR ..�m.�0w..1RRFa-"^ (UNLESS NOTED OTHERWISE) XCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN .EFLEGTION CRITERIA RPM-SLOOKIN&PANELS BEARING r1ALL ABOVE POST LOAD TRANSFER DETAIL .TF L/450 _ . I (UNLESS NOTED OTHERWISE) KT5. NTS. 4)USE CAUTION WHEN GUTTING LOOK LOAF/N6: FOR PLUMBING -Opsf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS L PfN6 AREAS: \I I 12LOAD psf LIVE LOAD psf DEAD L -OOP LOAD/N6: 25p5f LIVE LOAD 11,8f DEAD LOAD 17 7 WHERE PLATE NAILING AT ERE PLATE NAILING AT SH EARWALL ABOVE SH. RWALL ABOVE EXCEEDS ONE ROW, EXC EDS ONE ROW, PATIO PROVIDEADD'LBLOCKING PRO BEADD'LBLOCKING PATIO OR WIDER RIM MATERIAL OR WIB R RIM MATERIAL AS REQ'D. AS REQ^. WHERE PLATE NAILING AT R1 R1 Si �I f • R1 'R1 R1 _ SHEARWALL ABOVE -._ EXCEEDS ONE ROW, 1.1 k 1 R 1 J3 J£3` R 1 R --- -- - -J / PROVIDE ADD'L BLOCKING ��Je -- - - J6 / AOS RER GD. R RIM MATERIAL '4...............-7 J6 Vi v O O v J6 --- -- -- IJ6 FL 1 3-253 (MAIN) POLYGON 2610 B J2 J �� .1� 1 \ Mrk>< Material I Width Depth Grade Qty Gut Lth Tot Lth J6 'L J F -- I J.& -v -„- --::-.� R1 0513 Rim -1 9 1/2 6 1 6 96 J1 RFPI-20 1 3/4 9 1/2 1 10 10 .,�.. - J6 -.. '� - �. VO. r _. _.Jb 11 J2 RFPI-20 1 3/4 9 1/2 2 2 I 4 I R1 4R 1 0 ° R1 1 J5 P.F; I l-20 1 3/4 9 1/2 1 5 A iv f --_ _...... Jb --- �- ? 3/4 9 1/2 --r--3 I5 54 J4 RFPI-20 - 6 a' J5 RFPI-20 1 5/4 9 1/2 1 25 25 ---- _ __ - -- J6 RFPI-20 1 3/4 9 1/2 15 26 390 O O B1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 16 15 J6 _- a bi _.J6. 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 25 25 _. -J.1 1 E E / J6-1 . . ___.__.__ JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 WHERE PLATE NAILING AT _ 1I IL IL . I - r SHEARWALL ABOVE K V EXCEEDS ONE ROW, li __ Jb LI EV i Accessories - Je ---- AS PROVIDE ADD'L BLOCKING e 1 2'-0” I 1 4'-0" - p H 1 I THO 1'1950-or-ITT9.5 4 OR WIDER RIM MATERIAL -- __-- _..Y-J6 - —_— ------ - f J6 EQ'D. v Ts J6 ____. ----- J6 _--- _._. II '- 14'_0" 12,_0„ .: __ _. 52 / 52 II�11 5 _ _............ J4 J4--- n 1 J' J 1 R1 1 -I 1 E3, ................ J4 _..__. ''... R 1I II 1 IMPORTANT' = J4 1 J4 - ri REFERENCE INSTALLATION 4 /v V GUIDE FOR ALL FRAMING I _ START START DETAILS AND I-JOIST INFORMATION PORCH in FRAMING FRAMING in PORCH I �LLEGEND: I HERE HERE I mik I( H -HANGER GALLOUT - IPb�®/ -SUPPORTING POST & TRUSCOMPANY ® —POST LOAD ABOVE CONFORMS TO DESIGN CONCEPT R -RIMBOARD S e e - ® CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)655-9663 Ti LB -LVL BLOCKING l REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 26 10 B JB -JOIST BLOCKING to r=WORMS 50MON coNaar� ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON uvlv010 NorEo J -JOIST GALLOUT F 0 NON-CONFORMING-REVIE0RESUBMIT a TH THHEE DESSIGN CONCEPTEONLYElANDD�S NOTFRELLIEVEDTHE PLAN DATED: 9/23/1 3 8 -BEAM(FLUSH w/JOIST) REV',V I S IO _o. - FABRICATOR/VENDOR OF FSPECIFICATILI ALL OF FFrmFOHE RAV PITH EWP DESIGNER: KAM/BELINOOO DATE: 1 1/1 2/1 3 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT --0=7-- =-=-ua9+.-0+h OVER THIS SINI DRAPING. CONTRACTOR ALL TF VERIFY ALL DIMENSIONS. BBO-BEAM BY OTHERS SCALE: 1/4'= 1'-0'• El ",`.:Al*Ful.'�. H I Rr(T S y e: Todd R.Eaton Date:September IR,ROLA MIL BRANDT ARCHITECTS CT ENGINEERING INC PL 1 3-2 5 3 (MAIN) SHEET: 1 of 1 C CONFORMS TO DESIGN CONCEPT POLYGON F3 CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN CONFORMS TO DESIGN CONCEPT PL13-290 UP H ❑X C NON-CONFORMING - REVISE AND RESUBMIT CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANC REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ' Products T FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH _ ❑ NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIOR' Y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMEN. ONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RM1 36-00-00 1" x14" APA Rim Board 1 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Todd R. Eaton Date: September 19, '014 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RMI 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ___ BM10 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 e r � 9' BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 F 11 ;�A -_ .;' F`T6 " '•` BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m F39• 'J i 10 .,r r., BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 tn BM1s . r.�, BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FOO , V F07 BK1 3-00-00 1.5 RigidLam LVL 1 3/4 x 14 1 2 FOS ' Fol g BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .. :, ., . F06 ® , s 07 B M 10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05-00 44 F06 Ips BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I F07 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 b it to F06 i e Foy BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 aF05 e `--- BM3-- - W < © BK1=BLOCKING — e a :._ F05 RM1=RIM BOARD s LU j Q Z kq IBM4 ACCESSORIES QTY W cc LLI 1— F02I 0 THO17140-2 43 d = l® ^ F02 0i © HUCQ1.81/11 6 Q 0 Cf) -- I 1x14 OSB RIM FOR SHEAR BLOCKING 28' W ire iT F02 ' F04 , Z c �_�: .�.�.�.' O W F02 I m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN _ W zi Z �p § Q F F02 pi I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. W W C W ....... , -gig F04 BM3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I- W 007 F02 U �� FLOOR LOADING � X0W �� F02 ; U.� W Z 40 LL W :, . , CC F , ., 15 DL W � U � �' = 000 F. a .. I ¢ CO 19-03 12INII ( F:W �, 03 l- -- ,' o • 1 1 �30: ao xF02 '- m JOIST WITH RIM 49�LI•:� W F11 MINIM I I .�,. � z F11 II 0 .. " Pacifi `° b LL F0190 �� BM9 e .- & TRUSS COMPANY