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Plans (121) 1MS aor - 03\-\S.14 lasoaa. V-:\qd-�-c C LEGEND: —Ss SANITARY SEWER Pacific WS RIVER TERRACE BOULEVARD / -SD' STORM DRAIN Desi Comgnunity OAmimmiminmiiiiiii —w WATER LINE ,Io .�S - �'-I V' ,�. `o',�,,.' MANHOLE ::I21E:d17 t, la D a . •, ♦_ , -CII)- STREET LIGHT 742/_,,- , 4 .. c^.D 4 D CA �+ rr,„ .�Oma, Wr ., A'4 o_.,- I ._ -0 .4 D 4 ( a i1. di D ` D a D a' cDccDcc) STRAW WATTLE EROSION CONTROL 14— `rJ ���♦ I •j�•� 7"= a D 4 4 D FLOW DIRECTION ARROW t ♦ • , � STREET SECTION, SEE INo � WATER SERVICE S R S C , ♦ ♦ ♦ ♦ 0 ♦ __ 440, __ CONSTRUCTION DOCUMENTS IS �� � � � 320.3 0741*A.,Ailikv_=_ � ♦ . a � il ♦ 32.0 �, 1 I SETBACK SUMMARY /.j / / FRONT SETBACK: 12' 8 Np 1, g l� / ' � -17.00' � 7 SIDE SETBACK: 3' ltS Or It I .7 — o STREET SIDE SETBACK: 8' Vx" Fit �, - I I 8.00' 1 FRONT PORCH SETBACK: 8' �'� b • ` $ �i= _ J ��11 — I PUE, TYP.— REAR GARAGE SETBACK: 3' kMIPORCH167I ' ' 0 11 2,880 SF 1 I I-' I16b I j 1-HR FIRE ; ' I BUILDING: RATED EAVES W \ 2610D b 1 I I 169 LOT COVERAGE: w 1 FF=325.03 168 I I RIVER a, �j `, o I' 0 1 ' LOT AREA: 2,880 SF 1 L ,F I I _ TERRACE N. 1 3.00' y I ' I BUILDING FOOTPRINT: 1,314 Sr 1-HR FIRE , EAST 5 I`, RATED EAVES ,, ` i COVERED PORCH: 73 SF ,I o i ,GARAGE } n u-) "'��jl 3.00' 7 \ \ ' I r, COVERED REAR PATIO: 0 SF _ ) 1, 1 \ \ 1 \ Fi.. _ Iifill � I �(; I ��\ CANTILEVER LIVING SPACE: 0 SF �� ` \ I l I I `- 3.00' LOT 167 --\ �^ DECK AREA: 0 SF Q Ilk I\ \ 16.00'P 1 PUE, TYP. PLOT PLAN ,� � ) �, i_ TOTAL COVERAGE: 1,387 SF �ti::: 326, ���. t-- 48.2 % I_ ' ------ 32.0' ° ° ! /,® S �`. 55,320.6 f' SS SS IT_ / 323.3 J STORM LATERAL IMPERVIOUS AREA: 1,937 SF O ° !' a M N p [T rte. 15 /1...,.41 , M M— SD—M ~— SQ ' `� - SD �`' j� SD ( ALLEY B SANITARY LATERAL TRACT K 3 ITY OF 1111UNHnUn n 395 041 P POLYGON NORTHWEST (503) 221 -1920 q rove by Rlanni 90 _ pp PROJECT' NO.: CONSTRUCTION 2S1 W6 Date• SCALE REVIEWED BY: PRE LOT 167 ( , 3, SMALL) Initials: — 0 ,� 20 RIVER TERRACE EAST O , INCH=20 FEET Z 12982 SW RIVER TERRACE BOULEVARD ROSEBURG FRAMING SYSTEM'" =1.-="-.== PACIFIC LUMBER COPYRIGHT 2013 quality engineered wood products for today's builder "�`N`""" II These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2010. 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 RI M ��� sovc Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other ,I'// ' 41111 eeror-rorose S OOKS product supplier other than Pacific Lumber Company is strictly prohibited Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS .�.,., SOUP BLOCK • .�..-W.��, rosrsrrtoNw „.,, .v ro ee�"ms saa _ na .,.. ixsr�u.sw,nsN'Miro. .. ren:vera to NArcR copying of these tans,Infrin es rights under the Copyright Act.Infringes face liabilities that include aeLori to POST na 9 p 9 99 �i `�`_ �` Cove penalties of up to$20,000 per work Infringed,and 100,000 per work Infringed willfully. IIM!IRFPI JoROSEBURG FOREST isT .�„ TS � ..SII 1, • CONTRACTOR NOTES: ,..-N NOT 5: °°-*^° 1)VERIFY ALL FRAMING CONDITIONS HIS FLOOR SYSTEM WA 2)ALL FOOTINGS PER DESIGNER'S PLAN ,•ESIGNED TO MEET OR ""' °^'P'r" ""'" 0b�N (UNLESS NOTED OTHERWISE) )(GEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN ,•EFLEGTION CRITERIA RPM-BLOCKS,*PANELS NTH BEARING CALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) PF L/460 N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING LOOK OA"INS: FOR PLUMBING 'opsf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS L PING R 5: I I • I I opsf LIVE LOAD 1 2psf DEAD LOAD -00 LOAD/NG: 25psf LIVE LOAD 1 7•sf DEAD LOAD _ 7 I WHERE PLATE WHERE PLATE NAILING AT - WHERE PLATE NAILING AT SHEARWALL ABOVE AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, CEEDS ONE ROW, PROVIDE ADD'L BLOCKING PATIO / PROVIDE ADD'L BLOCKING P VIDE ADD'L BLOCKING PA 10 OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL OR IDER RIM MATERIAL AS REO'D. AS REDD. AS R 'D. Si R1 R1 N I R1 R1 R1 PL 1 5-255 (MAIN) J1 'R1 Si 1 J3 J3 Ri R1., =Jf - i --- POLYGON 2610D • I IM rK a I Material Width Depth I Grade QI ty Cut Lth I Tot Lth R1 OSB Rim 11 9 1/2 16 112 J6 ___ \ __ J1 RFPI-20 1 3/4 9 1/2 1 10 110 N -- _ - -J(s -- —' --""-----'-' J2 RFPI-20 1 3/4 1/2 2 2 4 J6 -- O p _ J6 _ _„_ J3 RFPI-20 1 3/4 9 1/2 1 8 8 J4 RFPI-20 1 3/4 9 1/2 1 la 13 -- IJ C, - =_- - J6 -- - = J5 RFPI-20 1 3/4 9 1/2 1 28 28 J3 RFPI-20 1 3/4 9 1/2 15 26 390 J7 RFPI-20 1 3/4 9 1/2 10 3 60 V tl. n b 1L- - -� 61 RigidLam LVL 1 3/4 9 1/2 1.5E 1 18 18 -- 7a IC J6 -- - --..— --._ ...... �j B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 0 0 B3 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 II J6 ,1.—• —• r•—' -=IA—, J6 -= p iv J81 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 a- P ---------------- _. -__ J6. - ----._.__.__ Accessories O R1 _ - ____ R1 Si R1 O H1 ITHO1795O-or-ITT9.5 16 es = _.Jb _____-__ = ri LL _ JB_J6 = _. J6 1- N- CC Ce CeWHERE PLATE NAILING AT ry = ----- _....__ ..JG---- - _.....- - - /ALL ", ---._..a. SHEARWALL ABOVE n EXCEEDS ONE ROW, I — --- -- `-J6 = - J6 - — PROVIDE ADD'L BLOCKING 1r1 2'_O' _ 14.-0” a O - AS REQ'D. ---- - - 1 4 R WIDER RIM MATERIAL - -- J¢ J6 1 2'-O•----- -- J61 52 R 1 J31 ___-- - - -- JE 1 1 - J 1 B4 �1 JL31 JE I �i II ii I Tr ,1r rn"T ,T v ,ir,r rr ,r PORCH P GH Si J7 JT: _'7 _7 _7 J7 -1 'T J7 J/ J'T _7 J7 J J7 J J JI7 Jr1 17 �R1 IMPORTANT! START R1 B X71 �3�R- L JB B3 REFERENCE INSTALLATION IR-1 START GUIDE FOR ALL.FRAMING DETAILS AND I-JOIST INFORMATION FRAMING Si R1 FRAMING HERE 9-1/2 RFPI-20 0 1 9.2"O.C. 9-1/2 RFPI-20 0 1 9.2'O.C. HERE LEGEND: WHERE PLATE NAILING AT WHERE PLATE NAILING AT / i SHEARWALL ONE OW SHEARWALL ABOVE W Paclfi umber O---HANGER CALLOUT EXCEEDS ONE ROW, EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING ® -SUPPORTING POST OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL & t O M P A N Y AS REO'D. AS REDD. TRUSS ® -POST LOAD ABOVE ❑ CONFORMS TO DESIGN CONCEPT R ..RIMBOARD 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 LB -LVL BLOCKING - E CONFORMS TO DESIGN CONCEPT WITH JB -JOIST BLOCKINGREVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 2610 D ®noxr000s T000eNCOWFI T D NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT ❑CCOav w" NFscoesonW. THIS SHOP MITTS HAS BEEN RETIRED FOR GENERAL OGNFORPLNCE PLAN DATED: 9/25/15 0 NON-CONFORMING-REvaE a RESUBMIT VIM THE DESIGN CONCEPT ONLY AV DOES NOT RELIEVE THE 6 -BEAM(FLUSH w/JOIST) _ FABRIC roalIN DOR OF PESPONSIBILI Y FOR CONFOINaSAT PITH THE MAIN FLOOR JOIST LAYOUT __ DESIGN IS SHOP AND 45.CICONTRACTO ALL OF HEIS HALL PRIORITY EWP DESIGNER: KAMI BELW000 DATE: 11/12/1 3 NDR =HEADER(BEAM BELOW JOIST) s--,,.a,�.„�,- DYER N O SHOP pAND SPE FICATIONSR SHRLL VERIFY VOL PRIENBIOIs. 550-BEAM BY OTHERS EFF,.. --7,-.2 Date s/O/SN By: TWO R.Eaton Date:Seoteneer 18.2014 SCALE: 1/4"- 1'-O" MILIRANDT ARCHITECTS CT ENGINEERING INC PL 1 3-255 (MAIN) SHEET: 1 of 1 ❑ CONFORMS TO DESIGN CONCEPT POLYGON ® CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT PL13-291 UP H 1=1 NON CONFORMING - REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CO ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE E FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANC' WITH THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HA PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY AI DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PIotID Length Product Plies Net Qty By: Todd R. Eaton Date: Septa ber 19, 2014 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 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 BM8 14-00-00 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 I BM10 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 g BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I I B 1 - i ° F10 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � °m l .BM19 O FT0 Lsi BM 11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 • ° - — 4 �___. BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° ° o - BM L1 0 F07 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 F07 IBM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 19-05-00 2 F07 BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 - BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 ° a Fol BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ° O F07 J Q (n Z . F05 F05 ° • I -LMJ BK1=BLOCKING _JWQO g RM1=RIM BOARD ..,< J CO --°--F05 ° ° BM4 ACCESSORIES QTY - Q Z OCC = a- ° I -- W CL LUQ - ° ° II P TH017140-2 43 ' �2 _ w © F04 II © HUCQ1.81/11 6 Cr) 6 41 Q cc -_ I �L ° ° a F04 1 1x14 OSB RIM FOR SHEAR BLOCKING 28' C3 1 ° a 12 O W i+ 1 F04 1- SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Z 0 - Q Ei ° - o ° F04-11 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. W W W . D F04 �IBM3 W - ° FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA QWOcn �� -- B - X C5 I I I ° o -/ a 4 FLOOR LOADING a. W Z -0 F03• ¢. 40 LL CCLLI >Uj UC] ° F03 I 15 DL LLI Q CO CC 19-03-12 y 1 F03 i" _ t _ 10 . ___SA_ . ° O ° aa ° 0 F03 I 521 D F02 F03 m JOIST WITH RIM gM9---- ° 9 ° W I F11 F12 ' z F11 Y) F12 ;_- II 0 ° Pacifi1JI.umber F11 F12 N; . \ ° F01 ( j� BM9j O ,RM1, & TRUSS COMPANY