Loading...
Plans (23) Ms 7---2e/c, - ;)T ' 7`"/1 d f ICI I I S I I I I 11 I I --lI I ;I I' I L LEGEND: Pacific ss SANITARY SEWER `r- I CommunitySD STORM DRAIN Design —vg WATER LINE 260 -.__ 261,9 12564 SW Main Street 260.0 .______ ® • MANHOLE Tigard,OR 97223 262 - - m 503941-9484 ------7-j----- - ��:rcno- ■ CATCH BASIN 264 orn�' �,r spoomp�� �,X10, DATE: 1/15/2016 266 �—` il I O. STREET LIGHT REVISIONS '- tN 1 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION / EROSION CONTROL — — — — - — 26.27'------39.50'— 1 STREET SECTION, SEE I I I / r- I I r CO CONSTRUCTION DOCUMENTS I I I —� 11 - 1 F I I --- I I I - - 11 I V j — I 1 SETBACK SUMMARY - ___ 1 FRONT SETBACK: li I 12' -1 ------I— -I t SIDE SETBACK: 5' I € 98 ' 1 I I STREET SIDE SETBACK: 10' I I 5,008 SF J 11 I I REAR SETBACK: 15' II I1 1 ' I PORCH SETBACK: 8' 97 Ia I ,I1 BUILDING: 5D-DL N 99 'o I FF= 276.7 11 18 I GARAGE SETBACK: 20' 1 � _.. r...te..spa. 1_ BFF= 267.7 , _o 4.00' --s- / I I 4.00' I Q I - -__zb$ I I MI+ I 'I II �� I1- - -• v4 • ��o ____ LOT COVERAGE: - I�-z76- , I L. I LOT AREA: 5,008 SF co A � I ----� - Po H --- J I — _ H I I - RIVER p X6.00'_ I �� �- - - BUILDING FOOTPRINT: 1,826 SF0. TERRACE PUE 7 20.02' 15.11' - - r IL - — - - -- — -13.83'-- - �' .� - - — — - COVERED PORCH: 54 SF w — — — - - - �_ _: ��,. /' NORTHWEST 3 As A0,_, �mumeNv it/le �,,�, ,d��ME' '. CANTILEVER LIVING SPACE: 12 SF a A if '' 275.3 �r Iro.74Mtt i'i ',' A- ,272.7. ,A /� / /, � ! r COVERED PATIO: 0 SF � , - .-- SIDEWALK o __��-'1.- 276. N-7-- d it . iT/� _\ ' - _.....AN-- \>•r -,�-N} :�ti,. ® � � <! ; 4'"‘ DECK AREA: 208 SF M -M ��► ,y�� ' r �� �..®.�.��� WATER METER LOT 98 1 S TOTAL COVERAGE: 2 100 SF N �� • PLANT (1) STREET ' s s PLOT PLAN a) 1 TREE: 2"CAL. i I -STORM LATERALWNW 41.9 % 28.00' KATSURA TREE/ SW AMELIA STREET '. _ ss \,-o B CERCIDIPHYLLUM S5 2 �_ hilik ^e �4d=— .S\ N `.,_ IMPERVIOUS AREA: 2,643 SF a 'S : s - JAPONICA w 1 , I I -- o \� ,JAj �. I SANITARY LATERAL , -#„leo I�a 1 1„Iti„,_- -t-1 - bag �����i���n_—•. 1 : i 1 1� reA•a4.I �'�idrig;41, Fr - ♦ ,,wA i►� - CITY 1,7: TIGARD ._ 0 RIVER TERRACE NORTHWEST (503) 221 -1920 Approve',-t- by Planning U PROJECT NO.: 395-037 2S 1 W6 Date: i 0/ 1 TYPE: CONSTRUCTION 09 LOT 98 (R-7, STANDARD) Initials: I°1�1n SCALE REVIEWED BY: PRE o, 10 20 cn RIVER TERRACE NORTHWEST 17410 SW AMELIA STREET , INCH=20 FEET Q iiiiiiiwz PACIFIC LUMBER COPYRIGHT 21)15 ROSEBURG FRAMING SYSTEM` amu " ,II ' quality engineered wood products for today's builder" "" °°""`-�' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. ,I/ The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGA DLAM-LVL RI GI D RI M" w�e� I soup e�ocK nu I POSTS FROM ABOVE which retains and ownership ofthe plans.Use of these plans byanyother"""�'"A"" III ro SEARING.ae�or,,. Company, he et rthan Pacific to. rs p h pp h i N�-" product supplier other than Lumber Company is strict) prohibited.Unauthorized use or 'Y,.1 -,. ` BELOW SOI.SNBLO�e ppp y strictly ROsreuRG,FoecsrPRODucrR ROYRUROFoa:.rPRODacrs copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include \� J. penalties of up to 420.000 per work Infringed,and S 100.000 per work Infringed willfully. �/ �11011 Jolsr ��I ROSEBURG FOREST PRODUCTS � ". IIIA CONTRACTOR NOTES: DESIGN NOTES: ....... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „, „ "'°'"""e°„,;," '--. MAIN FLOOR J015T LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN MEET OR EXG ED TDHET�VE LOAD .,w (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFF MLOOKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOF L/480 (UNLESS NOTED OTHERWISE) N.rs. 4)VSE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD I- (DOUBLE) 1 1-1/S RFPI-2O e 1 9.2"O.G. (DOUBLE) 1 1-T/8 RFPI-20® 1 9.2"O.G. - SLEEPING AREAS: SEE SHEATHING NAILING ATTACHMENT NOTEIuu® THI5ISA PLACEMENT PLAN ONLY 30psf LIVE LOAD ®SEE SHEATHING NAILING ATTACHMENT NOTEIIIII This layout is to be used in conjunction with 12psf DEAD LOAD START START Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAPING: FRAMING FRAMING Purchaser responsible for approving this zaps(LIVE LOAD /HERE HERE ayout prior to any construction. p f DEAD LOAD 53 R1 R 1 _ B3 _ ....._...T Ir II r `'Ig 1 A__--" 11 1 !I i ^r----'' " i'--1 --t- �!—_ ii r_ __ • 4 li l l l 11 II 1 itIII H I•!I III I III ,Il I,I . l 1 1 i I III 11 1Jli J I J I Jh J J I �Ii iI R 1 R 1 '�� 1, III I III II11 1 1„ �'� J J .�I J 1 a .� , - "-A-- •'III ILI" I•II Si J3 -7� J J3 J -> 16 1 �M_�l�i I1 " J$ - -1 ii 4- 11 11 �I I, j ! JI J t I' 1 I 1 11 II l ' J )� J J 1 J5 J= 4 .13. I I - yip - _Opj j j' i1 II IIi1l hH II 1 ; 1 .. 1 it EJB I'I _.. ;_. 2 1 II 1 1 B2 jltst I -j —.,,,--_-_—,—F...._....____—,!--,—.,..- F�� -..—..—ilii iii——-- ONCEPT WITH B 111 LI. ii CONFORMS TO DESIGN CONCEPT h CONFORMS TO DESIGN C II REVISIONS AS SHOWN • 1 I i 1 .' 0 NON-CONFORMING-REVISE AND RESUBMIT it li Il 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 11 i WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 11 1 II i FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE II II I; 11 II DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ' " ii ii OVER THIS SHOP DRAWING. II i I it 1 By MRP Bate 10/13/2015 — I =I — " 1 I!— I —•--1....7__( _ CT ENGINEERING INC . 1 �-- — 7 42 .) J 4 .jkF ❑X CONFORMS TO DESIGN CONCEPT 411 1 11 411 R1 R1 1 : TIS -_-_ II -SiI J2 J J2 J' ' - CO VISIONS O DESIGN CONCEPT WITH J; J4 k J� ,J. .�;,4 .1 JI4 J' J1P REVISIONS NOTED i1 II ii 11 0 NON-CONFORMING-REVISE 1 ii it itII I --- 1— „ -'; it THIS SI-EB DE DN CCEP BEEN AND FOR u'E14 CONFORMANCE -- _z 1—__ I �:- -JL ___ _ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J 2 �- I J 2 -� - �.. FABRICATOR/VENDOROOP RESPONSIBILITY FO-CONFORMANCE ELI.CE WITH DESIGN DRAWINGS SPECIFICATIONS AND APPLICABLE CODES A.LI OF WHICH HAVE ' ' PRIORITY OVERT HIS SHOP DRAWING. 11 By Jeremy Pfarr Date 10(16/15 Il 1 MILBRANDT ARCHITECTS il 1 it l ., ii 1 : I! IBI; II. II II lI 11 II II II I 1 I II PORCH I II a , ,1,' PORCH IMPORTANT! R1 R1 REFERENCE INSTALLATION 1 I GUIDE FOR ALL FRAMING I- 1 1-1/8 RFPI-20 @'1 9.2”O.G. 1 1-1/S RFPI-20 @ 1 P.2"0.0. DETAILS AND I-JOIST INFORMATION AA DOUBLE I-JOIST CONNECTION SPECS '.40 LEGEND: P L 1 5-344(Main) =• Filler blocking is not structurally required provided both pact umber �� POLYGON PLAN OPTION:SD BASEMENT ad O JOISTS I-Joists are continuou5ly laterally supported by F ( H }--HANGER GALLOUT Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth connection to the sheathing at the top flange.in ®/ Ri 056 Rim , 'f/a a 16 125 & TRUSS '1 -SUPPORTING POST addition,the Joint in the sheathing shall be positioned C 0 M P A N Y B1 Rig la am LVL 3/4 , 1/5 ,.sE a a a over the center of one of the two top flanges to assure ® -POST LOAD ABOVE B2 RigicLam LVL 3/4 1 1/8 1.5E 1 6 6 shear transfer between sheathingpanels. R -RIMBOARD JB BLKGRioicIL am LVL 3/4 1 1/5 1.5E 1 22 22 // p 1051 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663 ,ID 1 BLKG 1.15 LVL 3/4 1 VB 1.5E 30 3 90 ,re ,mn LB -LVL BLOCKING JB2 BLKG RFPI-20 3/4 1 1/5 15 3 45 -�' ,-,,, SIMS za„� ,-,m >,m PLAN DESCRIPTION/NUMBER: 5D BASEMENT WITH JOISTS JB -JOIST BLOCKING J, RFPI-20 3/4 1 1/8 14 18 252 NailSpecing Rw,.,.m-,n N^ Max MaxN MaxM^ Nu a e. J2 RFPI-20 3/4 1 1/8 6 28 168 CUSTOMER: POLYGON J -JOIST CALLOUT J3 RFPI-20 3/4 1 1/5 34 22 148 DBL I-JOIST WITHOUT FILLER GONSTRUGTION z ,r 0 _ +5 z .P r m z IA PLAN DATED: 10/8/1 5 B -BEAM(FLUSH w/JOIST) J4 RFPI-20 3/4 1 1/5 b 24 144 H.T.S. 10a or 12ci z ,a r ,e z ,< r :P z :p J5 RFPI-20 3/4 1 1/3 3 4 12 m. DESIGNER: KAM/L.HENDERSON DATE: 1 0/1 3/1 5 NOR -HEADER(BEAM BELOW JOIST) _ • BBO-BEAM BY OTHERS Accessories - Q H1 IMIT1 1.55-or-ITT11.88 5 L�I -1 L I i.. 1 �J-✓4 4 MAIN SHEET:2 of 3 _ ROSEBURG FRAMING SYSTEM'" -a _4,1; PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. Theplans maynot be re-used or copied,in whole orpart,without written permission from Pacific Lumber W.ea I SOLID BLOCK Al-l. p I I� RIGIDLANI'LVL KIGi�id M I�� rows rRON,Bova Company,,which retains copyrights to,and ownership of theplans.Use of these plans byanyother ;,°'„`�a;9 rte. ro aenRn.v ee�on. P ythanPP ..K.r."u",o. ,IIII iKara.Lscrose Be o product supplier other Pacific Lumber the is A strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG MERV PRODUCTS =�, -'' '' , ...",. .4„. Ba:.on To rosy,Bove. copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include ` penalties of up to 520.000 per work infringed,and 5100,000 per work infringed willfully. ��•SPI RFPI-JOIST .i ce,/ II_ ROSEBURG FOREST PRODUCTS CONTRACTOR NOTES: DESIGN NOTES ....... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „ / ea�a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ���b„v.„w . (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM'BLOCKING PANELSrITH BEARING NiALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 Nss. I N.T5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 1zD SHEARWALLS 1 psf DEAA D LOAD SLEEP/NG AREAS: START START THIS 15 A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD 9-1/2 RFPI-20 a 1 6”O.G. F-1/2 RFPI-20 a 1 5"O.G. This layout is to be used in con junction with 1 2psf DEAD LOAD FRAMING FRAMING Architectural/Structural plans.Verify all I HERE HERE I shear wall blocking placement and connectors. ROOF LOADING) PATIO I is is I PATIO O Purchaser responsible f or approving this 2Spsf LIVE OD , I *out prior to any construction. 1/psf DEAD DOA D/ iI f -. ii 'a I - :. �I 1 I 1 li I I I 1 ;i yii V Y I- P./ it R1 '�� J1 Jh 411 _l 41 J1 41 J1 - J1 41 41 41J1 44' 14, • 14 J4 J*J1' `1' 'I `4`; -144 J4 R1 R1 44 J444-14 J4 J4-4-114 4444 J4 44 J4 J1 111 41 _1 1 11 _1 _11 _11 11 1 1 I1 41 41 _1 .11 _1 1 _1 '-i ll 1 1 : 11 1 Pli 1•i '1 I .i 1 1 1:i a 1• li E� 1® 21 ®' 1 I it ® i ®li �1 i I� I I I I` 11 I 1 it l S k ,. �I k-1 a —.—, _. .—. — —._. —.—I .—.—.—.—.— / \ 1 2'-3 1/5' 2'-3 1/8" I I I PORGH — PORGH IMPORTANT/ I 1 REFERENCE INSTALLATION I I I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: FL 1 (Basement Floor) pacifi umer POLYGONON PLAAPTI N OPTION:SD BASEMENT WITH JOISTS a.HANGER GALLOUT Mrk# Material Width Depth Grade Qty Gut Lth Tot Lth ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 1 5 20 300 J2 RFPI-20 1 3/4 9 1/2 2 10 20 & TRU 5 5 "v, COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT R -RIMBO ARO J4 RFPI-20 1 3/4 9 1/2 13 22 286 10515 5"ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOCKING R1 05B Rim 1 9 1/2 4 16 64 SCALE: 1/4"=1'-O" JB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 24 3 12 PLAN DESCRIPTION/NUMBER: 50 BASEMENT WITH JOISTS J6 -JOIST BLOCKINGJB2 BLKG RFPI-20 1 3/4 9 1/2 11 3 51 CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 10/8/1 5 B -BEAM(FLUSH 5/JOIST) Accessories NOR -HEADER(BEAM BELOW JOIST) H1 ITHO 11950-or-ITT9.5 4 DESIGNER: KAMIL.HENDERSON DATE: 10/1 5/1 5 BBO-BEAM BY OTHERS P L 1 5-3 4 4 BASEMENT T SHEET: 1 of 3 POLYGON PLAN OPTION:5D BASEMENT WITH JOISTS PL15-344 UPPER 10/13/2015 14"OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product Plies Net Qty IRM1J RM1 48-00-00 1"x 14"APA Rim Board 1 1 —— // I I ABB 2� —3‹ RM1 40-00-00 1"x 14"APA Rim Board 1 1 31 RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 + m m N N N N N N io o 0 0 0 :0 0 0 o BM2 7-00-00 3 1/2"x 9"Glulam(1.8124F-V4 DF/DF) 1 1 LL LL LL LL LL '.LL 'LL LL LL LL LL LL LL 'LL LL BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL 2 LL LL LL LL LL 2 LL BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 416. 1 M BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 6 J BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 C M6 I� BM3 k g p o p © BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1LL BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 r— i.Fa.' g e-m,-,- ,. � BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 s-o, ° o - M ;� M. BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL JLL LL LL LL - BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 o 0 0 0 p LL w co 0 LL LL m BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 IL p 1r BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 IBMSJ IBKII I BM11 4-00-00 BBO2 1 1 -e- - , d ,- O = -- ---i--4=-E---4------- B. ACE,-03-07FLOOR LOADING : i iE BK1=BLOCKING 40 LL ' RM1=RIM BOARD 15 DL ACCESSORIES QTY I 1 0 TH017140-2 26 1. : © TFL1714 3 N NI) iN IN NI1 LL LL 'LL '.LL LII1 0 o 10 0 0 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' 222222 —N j LL LL LL LL LL o r— C m Im M M m m HGUS412 1 { LL LL ILL LL LL LL LL I] CONFORMS TO DESIGN CONCEPT { : : to : I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 0 CONFORMS TO DESIGN CONCEPT WITH I I REVISIONS AS SHOWN �1 4QQQQQO (A� I REFER TO STRUCTURAL PLAN FOR ADDITIONAL 0 NON-CONFORMING-REVISE AND RESUBMIT + R r 5U 04 + POST TRANSFER BLOCKING 'IIS MME DE05NNL01 S B EN51µo D0EFOR0 0R0l 1V ANFERW,YCE NINI +, 3K1 AND SHEAR BLOCKING REQUIREMENTS. raw CrOR,ANNA OF a11501 RILITY FOR MN-NUANCE PATE*PIE + : A_�_'�_� a^—= N's115 ORAW.i�s NB 55011.II ORS AI.0 5111 150 PF;VITY K7 — M -- '(A OAR 95 HP IRAwm, --- ,_�1,t 6'0?-04. HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. �{ -{{- --- -- I' r sr MRP we 10;13/2015 L-A-�IRrdM1� M - La A ism _a (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( CT ENGINEERING INC iI ✓— moo—MI I I — X❑CONFORMS TO DESIGN CONCEPT ❑CROVIS ONS NOTEDSIGN CONCEPT WITH ❑NON-CONFORMING-REVISE&RESUBMIT JOIST WITH RIM THIS SHOP DRAW,HAS BEFN REVIEWED FOR GENE,DOW.MANRE AWN DEAR, HNC, ON, MD DOES ADA SHEET 3 OF 3RERAN ,01 -TORP 1100N OF aE.eEaAl00 NNAE (24x36 SHEET) SCALE: 1/4" = 1'-0" PRIES,___YJeemy Pfar5 Date 10/16/10 Pacih umber MILBRANDT ARCHITECTS & TRUSS COMPANY