Loading...
Plans (119) 'sx --T"- .u.- — (.5tAW) \- .°t C:k( � �-e M M M / / M f M LEGEND: Pacific O ss SANITARY SEWER SW RIVER TERRACE BOULEVARDir Community I —SD STORM DRAIN Design —w WATER LINE tWi % I1W .�.11011‘h, , ,,q -D D - STREET LIGHT 4 _ q - >.' q . A. A -q�-A 4- M q�.A > M. - �,--3V2 ,:, STRAW WATTLE PERIMETER IS 4 P CA P q q EROSION CONTROL ♦ � �' �►' - q � '/� , �� FLOW DIRECTION ARROW ♦ r WATER SERVICE • ti STREET SECTION SEE I � ♦ 1‘407. - DOCUMENTS - - -- -♦- Avv � CONSTRUCTION DOCUM N S ♦317.8 - 3 .0- it �LOA galilk/. ♦ �/ 32.0 � � "il I ' SETBACK SUMMARY 12.56' _ _ FRONT SETBACK: 12' 18.00' E _ T.l _- - SIDE SETBACK: 3' 0_ I 1 '"° / lig 111 I m*- STREET SIDE SETBACK: 8' N ' PORCH 8.00 I FRONT PORCH SETBACK: 8' _ PUE TYP. o I li � REAR GARAGE SETBACK: 3' N II 1 3.00' I\ ti ' 880 170 -, Ili I'� 171 2,880 SF I 167 168 \ i ' BUILDING: 1 HR FIRE I I I I RATED EAVES w 26106 \ '1 LOT COVERAGE: � o I FF=319.53 0 FIVER I i u I�P ° r LOT AREA: 2,880 SF 1 =�' ; TERRACE I I L *!\.L, I 3.00' �1 i ' II l; I ; r;., BUILDING FOOTPRINT: 1,304 SF � ' ' — 1 HR FIRE '. . ;; ��r- I r 1 � EAST 118' !_.. I ..... Ill RATED EAVES GARAGE ;� I M "' I COVERED PORCH: 221 SF I i n o I I Fj I r.. I I COVERED REAR PATIO: 0 SF 03 I 0 1 . _ I \� _ a �M 1 - - CANTILEVER LIVING SPACE: 0 SF j 3.00' LOT 169 M I III --\ 7 i I I I "�� , PUE, TYP. DECK AREA: 0 SF PLOT PLAN Si -� 16.00' - L_1 315.1 1 I TOTAL COVERAGE: 1,525 SF L _ --� N — �"" 32.0' �'C`g rrr���r'� 53.0 % EL es ALLEY B SSI 317.8 SS STORM LATERAL // r, ss r. -M- SD-m SD "1 ^' SD -�' �' SD ' ' D - A 1/, [/[//7fllttlf[/D 15 IMPERVIOUS AREA: 2,000 SF O SANITARY LATERAL �, TRACT K o °' CITY OF TIGARD P. POLYGON NORTHWEST (503) 221 -1920 0 PROJECT NO395-041 Approved by Planning 2 S 1 W 6 TYPECONSTRUCTION .: O �I : 9 LOT 169 (R-25, SMALL)cn RIVER TERRACE EAST Date.als: SCALE020 REVIEWED BY: PRE Initi �� Z 12958 SW RIVER TERRACE BOULEVARD 11NCH=20 FEET ROSEBURG FRAMING SYSTEM'builder- .....,..,,... `" a -=e � i quality engineered wood products for today's builder'• "° °""'� x-ux , These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. BOLD BLOC.All 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 o aE,, ° Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other Rsrr,u.svuAsx morn product supplier other than Pacific Lumber Company Is strictlyprohibited Unauthorized use or wr+. , � :en verso.ie rnsrcx these p y ROSEBURG FOREST PRODUCTS ROSEBURG FOREST aaooucrs �— ______1.1110 a e:.=7.1.e,,o.eco s copying of these pians,Infringes rights under the Copyright Act.Infringes face liabilities that include ,I� \ aeon ro.osrr.aove penalties of up to$20,000 per work infringed,and 4100,000 per work Infringed willfully. . \ �ION: 40PRFPf JolsT . ROSEBURG FOREST PRODUCTS i �� IIIA CONTRACTOR NOTES: DESIGN NOTE5: M^.^^- 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS B«.r.`•n�s•Nsa .«a�.a «rB 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ""s=',..1., pMnitlne° (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA KM-BLOCKING PANEL5PYTH BEARIN6rlALLABOVE POST LOAD (UNLESS NOTED OTHERWISE) TRANSFER DETAIL OF L/460 N.T.S. N.05. 4)USE CAUTION WHEN CUTTING _ FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf DVLOD i2 SHEARWALLS 1 psf DEAD OLOAD I I I 30psf LIVE ROAD 1 2psf DEAD LOAD ROOF LOADING, 25psf LIVE LOAD 1'i psf DEAD LOAD 1 WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS REQ'D. •S REQ'D. ` WHERE PLATE NAILING AT VE R1 R1 1 Si EXCEEDS ONE ELL OW •'-' 1:I -,-1 R 1 JD R R 1 ----- --- -_.._ - _-- - PROVIDE ADD'L BLOCKINGO DER In � 1 AS REOR IQ'D.RIM MATERIAL N7 , - ------ - ------- '-A� --I Cr 7 lir III -- ---- - t J5 -- NI i PL1 S 253 (MAIN) J6 _______ _ _ -__ ----_ --- POLYGON 26108 i -r Mrk* Material Width Depth Grade city Gut Lth Tot Lth �IY[ 2 _ _:: Jb ,, -_-� 7 S -Tr Y� --•_ L. !' 51 OSB Rim 1 9 1/2 6 le. 96 J1 RFPI-20 1 3/4 9 1/2 1 10 10 jtv_________ sd � -,I U U -----�'—�C J2 RFPI-20 1 3/4 9 1/2 2 2 4 R1 R1 0 ° R1 I -1 J3 RFPI-20 1 3/4 9 1/2 1 8 8 -_ - n r! ----- ---- ----- ----- ----- J4 RFPI-20 1 3/4 9 1/2 3 15 54 illiEl- I J5 RFPI-20 1 3/4 9 1/2 1 28 28 - - _: I-J6 O O I'll I B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 151 1 5 31 5 J 1 N u 1 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 WHERE PLATE NAILING AT ----- J6---- IL _......... ._...._„ I ........._.. ......... JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 SHEARWALL ABOVE IL IL Accessories EXCEEDS ONE ROW, - J6 -- -'- ri Cv .Nb PROVIDE ADD'L BLOCKING 12'-O" 14'-0" I vi H1 ITHO1T950-or-ITT9.5 4 - .-.::J{s..l -� OR WIDER RIM MATERIAL == Jb ��- __ -�- AS REQ'D. w w r- _ Jb I _____._._......III J6 --- 4 0 JS-I ----- 12'-0. III , / . Ilk R1J31 J4 --_'-_:.I _'- [ J4-__ ��®,R1 J 1 J$1 R1 II 1 /MPORTANT.r J4I II \ ----r—r-------":1- 1 J4 L', REFERENCE INSTALLATION GUIDE FOR ALL FRAMING START START \ I DETAILS AND I-JOIST INFORMATION PORCH FRAMING FRAMING in PORCH HERE HERE I LEGEND: Pacifi umber OH ----HANGER GALLOUT ® -SUPPORTING POST & TRUSS COMPANY ® -POST LOAD ABOVE ❑ CONFORMS TO DESIGN CONCEPT R -RIMBOARD 5930 JEAN ROAD LAKE OSWEGO,OREGON 9'1035 (503)858-9653 CONFORMS TO DESIGN CONCEPT WITH LB -LVL BLOCKING - REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 26 1 O B JB -JOIST BLOCKING ®CONFORMS TO Down mnarr ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON ID cnHS,so rorsr AH coxcrr.WYPH J -JOIST GALLOUT El xox-COxrORMING-REVUE Si RESUBMIT TDO THIS HOR GRAYING HAS BEEN REVIEIYFOR GENECOMMANDS PLAN DATED, 9/25/1 3 PITH THE DESIGN CONCEPT ONLY AND DOES NGT RELIEVE VE THE B -BEAM(FLUSH w/JOIST) - PASION DATAENGOR OF RESPONSIBILITY FOR FORDADS 0Th TSE MAIN FLOOR JOIST LAYOUT aE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF al4C0 HAVE PRIORITY EWP DESIGNER: KAMI BEL/1'000 DATE: 1 1/1 2/1 3 NOR -HEADER(BEAM BELOW JOIST) - .0..-,v..... OVER THIS SHOP ORANING. CORWIN SHALL VERIFY ALL DIMENSION. 550-BEAM BY OTHERS SCALE: 1/4"- 1'-O" _ BV„ t rukul BY: R.Eaton Date:GPPEaBDeP 19,2014 P L 1 3-2 5 3 MIEBRANDT ARCHITECTS CT ENGINEERING INC (MAIN) SHEET: 1 of 1 CONFORMS TO DESIGN CONCEPT POLYGON Fl CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN El CONFORMS TO DESIGN CONCEPT PL13-290 UP H NON-CONFORMING - REVISE AND RESUBMIT • CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE: ❑ REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Products FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH TRE ❑ NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMEN3]ONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RM1 36-00-00 1" x 14" APA Rim Board 1 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Todd R. Eaton INCate: September 19, 2014- DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING C 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 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 1-07-03 II e BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �A} BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Ie v Fog y It 7� F10 9 2 " `g' ° .g . _ __ BM 11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 m l F09 I BM19 : ' ,I�� F10 - I g s � I BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .-.gar'' F07 °-I BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 -06 I� F07 I- I I2 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 B M 10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05 00 � F07 �I� BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 J .,.. :. . ....:... • 1 F07 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 b " 1,____C) F07 A BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 IQ Q O F05 BM3 BK1=BLOCKING ® Q RM1=RIM BOARD `� a � t'3 �, '. FIDS � s5 Q ZEll 1 BM q ACCESSORIES QTY W CE W F02 :I '0' THO17140 2 43 Q W �•,,,.., FSI :x, W i ^ F021 1 F04 II ki © HUCQ1.81/11 6 Q J F02 F04 I� 1x14 OSB RIM FOR SHEAR BLOCKING 28' I Z Z W J :� ,x;FI�2 ..:9,. ♦ @ :TEk.,:::`9 m 3 I 1 F04 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN _� !l � d Yr"Y,,. I �� Z Cl) cn "f5 F02 1 r F04 ,I t HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. W W CL W SFO BM3 _ FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I- W O F0zMN e QJ X C0 W pp'�� ` " FLOOR LOADING CIW Z , F V a; 40 LL W W Y ix,:. g . r 15 DL CC ] U � - n2 11 Fs W 02 19 03-12 �. I. .. • r � 4_ aw' 4.. ,f "::`:,:r02 02 03� . F02 m JOIST WITH RIM it F11 ', i 112 W s z FF 11 2 :.7.411 O a BM9 I- umber F �, F01 COMPANY & TRUSS RM1 1