Loading...
Plans (72) ' J 27 - LEGEND: ss SANITARY SEWER 276.6 � Pacific Community . ---- SL STORM DRAIN Design _._�.-"'0 1 _ i��. l s.o -- =� ' _ W WATER LINE t 0 MANHOLE 12564 SW Main Street 410 ������� 1�� '� Tigard,OR 97223 �_ << [T]503-941-9484 X25' 11 --- , __ ■ CATCH BASIN DATE: 12/01/2016 11 STREET LIGHT _ 26.30 _...._ REVISIONS , t— — - — — —— — /1I .mac STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I EROSION CONTROL . 1 3 I _ 0_____ 1 I STREET SECTION, SEE T �� �; `I I CONSTRUCTION DOCUMENTS 1-HR FIRE 1117 II..11-- 3.00' RATED EAVES ; 3,604 SF 5 I ,1 1-HR FIRE 3.00' 1 / BUILDING: 3413.2DD ' RATED EAVES SETBACK SUMMARY a , I FF =292.9 5,: - 3 o BFF 283.9 FRONT SETBACK: 12' ' 1 SIDE SETBACK: 5' I '1 -280 1 — _-- 1 STREET SIDE SETBACK: 10' - ,, --- , 282— REAR SETBACK: 15' -_—,____.______-_ _______11__--�_//1 -__ - it-284 N , ---__--__..____. _ 28' PORCH SETBACK: 8' GARAGE . - GARAGE SETBACK: 20' I� _ ._.____. Eo --------_-------� r 288 $ up ---.� __.__ 290 �, � _ —7'77-4- -_____I_____ I L - - __ 11 ______, .0 z---J' ,- ..---'1 I ! 6.00' _ _'o =PORCH G _ __ PUE 0 20.00' .1 0 — 15.25'— _-_-_-__T-- — ...i I, LOT COVERAGE: 291.4 ' i T 289 �- '• X r 116 '''''-'- _ 40. �' N -_......_.................. _ ' __ ._._ LOT AREA: 3,604 SF 1 .5 �� � � - RIVER ............ UJ ; N C) r ', SIDEWALK _� ' _.____- ---' BUILDING FOOTPRINT: 1,469 SF O, t ,' '-'------ 1111.11111." - � WATER METER TERRACE —w ;N.\'�� --1--v '-'l — `41 PLANT !1) STREET COVERED PORCH: 114 SF \ �, STORM LATERAL �' __ TREE: CAL. as NORTHWEST 0` CANTILEVER LIVING SPACE: 0 SF o a5 d` 11,---4-- r) SKYCOLE \---- ,-,• t 28.00' o __. o B HONEYLOCUST/ -- i 0, -- SS " GLEDITSIA COVERED PATIO: 0 SF SANITARY LATERAL - / TRIACANTHOS ._____.-r SW SHADOW STREET —� DECK AREA: 147 SF NINERMIS - _ LOT 117 — TOTAL COVERAGE 30 SF PLOTPLAN ii_ _..;.m\ �__ . v' , :1-RAIL ii cP_` �f r co f 7,,,, i` �� 48.0 % F ) \s % I — J r = — - IMPERVIOUS AREA: 2,302 SF o_ r _r 0 D_ _O D_ 6. CITY CF TIGARD O N a Approved by Pla ping P RIVER TERRACE NORTHWEST (503) 221 -1920 Date: /0/S--/R 0 PROJECT NO.: 395-037 .. 2S1 W6 Initials: L-S TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE CO LOT 117 (R-7, MEDIUM) 0 10 20 cn RIVER TERRACE NORTHWEST Q1 INCH=20 FEET 17416 SW SHADOW TRAIL STREET . Z ROSEBURG FRAMING SYSTEM- ===== PACIFIC LUMBER COPYRIGHT 2014 •• aN, �a�., ,".N,. quality engineered wood products for today's builder• 4 0 y M" a . .. 'll i ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. /� / SOLD eLock,-L The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIG D LAM LVL R I G)D R M ,,,o"a„ /� POSTS FROM ABOVE Company,which retains copyrights to,and ownership of the plans.Use of these lans byan other TO BEARING BELOI•l. P P P y nu..;�"` ,,III NSTALLSOVASNmoons product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or Rosesuxcs!ONES!PQODUCIS 00008UOG F0,5,-0000002-5 IE, ;7:0 e. PER DETAIL td.HATLN copying of these ans.Infringes rights under the Copyright Act.Infringes face liabilities that include - BEARINGAPOSTABLOGks Py 9 P 9 99 � `-- / BELowroPosrAeove penalties of up to$20,000 per sorb infringed,and 5100,000 per work infringed willfully. �//1I1111 *-*RFPI-JoIsT •�1���. •���% aaarBtxc n,;�srns7t�i,�s '' h CONTRACTOR NOTES: DE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM"A5 MEET OR �.� s-ooFlt* ',I.,*'I. "'ate"° MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN EXCEED THE LIVE IVE LOAD (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-0" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOGKING PANELS PTA BEAR NG NALL ABOVE POST LOAD TRANSFER DETAILOF L/450 (UNLESS NOTED OTHERWISE) N.T.S. N.T.5. 4)USE CAUTION"HEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 4Gpsf DVA LOOP 1 2 SHEARWALLS 1 psf DEAD LOAD START START 5LEEP/NGAREAS: FRAMING FRAMING THIS PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD HERE \ / HERE Architectural/Structural plans.Verify all (DOUBLE) 1 1-1/S RFPI-20 e 191.2"O.G. (DOUBLE) 11-1/5 RFPI-20 @ 19.20.0.O.G. shear wall blocking placement and connectors ROOF`LOAP1N6: wj SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII i@ Purchaser responsible for approving this 25psf LIVE LOAD 1 2" 11 2' layout prior to any construction. 1 7psf DEAD LOAD 154 - _ -84 t l -1 f 1As1-', Il I 1 ' L ii i—i—I - LJB 1 f i i1j _1: I1 iii 111 1 11 I 11 I I it i� i 1 1 I!! 1 ! II 1 11 1 I , ,, , i1! ''i,. , „, i , 1 I I, •I it !I i i 11 ll, I 1 J5 J„ -5 ..1. .1, .43 J, 5 .! Jii$ .i -i 4 J5 J .1 J a rya B 3 .d Ja g is 3 3 JC3 3 it J3 .�3 3 Jt J J J3 .•I, -•I J 4 -I J J5 -IP -15 JB -P Jr. -4,, J3 _ lg J(3 ,t3 13 J J8 JB �3 3 J3 J3 3 J$ I{ I{ Ii R1 !I I 11 il 11 '' 'I II! R1 'I �' ij I I ! i t ' i�:ill 2 1'I! I III Iii ! I III , II I I 11 11 Ill i i iii it $ i II i I ,l 11 I� 1 ! :t 11 I ill i I i 1 !i! :1, I I 1 , ;i 1 I I I ii I li iii 11 111 I 1 I I , I I, i 1 H 17' !, 1 ,I ��LIL- a 11 �> L _ .. Al II _ I I.._ I__. FR' _ J1. II. -_l._L_.I_►_ -1 1 .. pg -5 yF Tr i 5 ,-5 Jr J r , ,r .f r err 4 -1# .l �I .3# . ' v .v _ 1 11 .1s gr J5 Tr `I ,v_- �r J5 J5 .� J5 .I J .5 5 JS .45 .f.: R1 R1 1 ! I -5 ! Ir i F d — .q�� t . E l R 1 R 1 I11 I �J&1 1 � I I I I i 1..1 ?1 i ll f r . J• 5 II �� � J6 .1 R1 R1 R1 I .I iI � l 3 Jy R1 J5 1 1 is {r� - j _` � — '-,_- --- awl ,I II srr'I`moi —Iwi».f e& 'ia i J I .11 1 i l I 1B 1 J2 Jll'1 -2 JJ J2 J2 a12 n I�11 I { I i l i I II I 1I 1 L1i I I PORCH 1 PORCH IMPORTANT/ I I REFERENCE INSTALLATION r.-1 1-1/S RFPI-20 e 1 9.2"O.G.--I I--1 1-7/S RFPI-20 o 1 9.2"0.0.— GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-405(MAIN) LEGEND. POLYGON 3413.2 ABP BASEMENT WITH JOISTS @ 1 1 13 r ��V Mrk• I Material Width Depth &rade Qty Gut Lth I Tot Lth Filler blocking is not structurally required provided bothp imi (H}—=HANGER GALLOUT J1 RFPI-20 1 3/4 11 ,/e , 3 6 15 I-Joists are continuously laterally supported by �/ J2 RFPI-20 1 3/4 11 7/8 6 14 94 connection to the sheathing at the top flange.In {j ® J3 RFPI-20 1 3/4 11 1/8 44 20 8—E7:,- TRUSS 7 -SUPPORTING POST Ja RFPI-20 1 3/4 1 1 1/9 4 2 9 addition,the joint in the sheathing shall be positioned & COMPANY ® -POST LOAD ABOVE JS RFPI-20 _1 3/4 11 1/8 13 4 52 over the center of one of the two top flanges to assure Z. R1 05B Rim 1 11 1/5 Fl 16 144 shear transfer between sheathing panels. R -RIMBOARD 01 BIG SEAM 5 1/2 11 1/8 2.1E 1 6 6 /- 5 9 30 JEAN ROAD LAKE OS"EGO,OREGON 9 7035 (503)555-9663 B2 BIG BEAM 5 1/2 11 1/8 2.1E 1 16 16 Flane wah Flange LB =LVL BLOCKING B3 BIG BEAM 5 1/2 11 1/8 2.1E 1 14 14 Sheathing 1-1: 2-,ne 2sl,e- 2-1, 31/7 PLAN DESCRIPTION/NUMBER:34 1 3.2 ABP BASEMENT I^IITH JOISTS JB =JOIST BLOCKING B4 RigidLam LVL 1 3/4 11 7/8 1.5E 1 20 20 scA M. Has M," Max .,. Max ,, M. M,n CUSTOMER: POLYGON ng B5 RigidLam LVL 1 3/4 1 1 1/8 1.5E 1 1 4 14 J =J015T GALLOUT 55 RigidLam LVL 1 3/4 11 1/5 1.5E 1 4 4 DBL I-JOIST WITHOUT ELLER CONSTRUCTION ed w. - +8' r +r r ' 24. - 24- 2 24- PLAN DATED: 1 1/23/1 5 B =BEAM(FLUSH w/JOIST} 181 BLKG 1.15 LVL 3/4 1 7/5 1.5E 25 3 94 N.T.S. ea comrmn. HDR =HEADER(BEAM BELO"JOIST) Accessories _o��+x r 9 r r r 2a r 2a r 2<.. DESIGNER: KAM/L.HENIJERSON DATE: 11/21/15 H1 MIT41 1.88 21 880=BEAM BY OTHERS H2 {MIT 1 1.85-or-17711.00 25 Ft� 15-40 3 MAIN SHEET:2 of 5 ROSEBURG FRAMING SYSTEM PACIFIC LUMBER COPYRIGHT '" ..�t. x,. u7..�,.. ..,.. . quality y engineered woodproduct:for to av s builder ^:,cr,..w,Mss s a ° w.. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. SOLID BLOGKALL The plans maynot be re-used or copied,in whole or part,without written permission from Pacific Lumber o>a"e.Am,. , II /�� Fo5T5 FROM A,F Company,whih retains copyrights to.and ownershiof the plans.Use of these plans by any other RIGID LAM LVL RI GI D R I M "��kw TO BEARING BEL01',. BEAR..AREA OF BLOCKS C product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSfBURGI FOREST PRODUCTS AOSEsIlRC'rt�uesr vRooucrs \�� ' 77::::-. ,III PER cETAL ie MATCH copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include --��..___ BEARING AREA OFBLOLk5 Py g p g gg / BELOW TO POST ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. � � ur ! L91I li/;�`/ i CONTRACTOR NOTES: DESIGN NOTES= ,,,q,„.•�. 1)VERIFY ALL FRAMING CONDITIONS TH5 FLOOR SYSTEM hNAS "�N.-""1.7=1".:".'"'"'n� 2)ALL FOOTINGS PER DESIGNER'S PLAN DE5IGNED TO MEET OR 7:• .., (UNLESS NOTED OTHERWISE) EXCEED THELIVE LOAD 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI.BLOGK MG PANELS MTH BEARMG YVALL ABOVE POST LOAD TRAN5FER DETAIL (UNLESS NOTED OTHERWISE) OF L/460 R7.5. i N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: THIS/GA PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD 5-1/2 RFPI-20 w 15"O.G. 9-1/2 RFPI-20 oll, lb"O.G. Architectural/Structural plans.Verify all START shear wall blocking placement and connectors ROOF LOADING: START I I Purchaser responsible for approving this 25psf LIVE LOAD FRAMING I I FRAMING ayout prior to any construction. 1 1psf DEAD LOAD HERE N PATIO i PATIO / HERE enc .._. II �II•I I r 1 I I I I _ --'5t7 '� _,-� III I tI !I I I1 i i I 1 i I I I I f I I i 1 I I Ii i I I I I I I I: I i I ii ii 1 1 i I iI TJ3 I It J3 • ! 1 J1J J J1 I 1 1J1J1J1J '1J1 1J1J1 -1J1J1J1J1 ..'1J1 R1 J J I I I l� R1 II •I • R1 R1 , I is J2 J2 J2 J2 J2 J2 J2 • • ..2 J2 J2 J2 J2 J2 J2 42 J2 I I 1 I I II ;V I sII 1 1 I': - 1— I = T I II 1 I JSP H}/I5 I Cil 11 IS I a N 1 1 3 I II I , I� .1}4 .4 ll I !l I li —J89 I 1 I II a I __. �._ 2i K 1 a I I IMPORTANT./ I I REFERENCE INSTALLATION PORCH 1 1 PORCH I GUIDE FOR ALL FRAMING 1 I DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-403 (Basement Floor) • '�� �� POLYGON 34 1 3.2 ABD BASEMENT WITH JOISTS acuLumber ( H ._-HANGER GALLOUT Mrk M Material I Width Depth Grade Qty Gut.Lth Tot Lth �/ J 1 RFPI-20 1 3/4 9 1/2 15 24 360 COMPANY ® -SUPPORTING POST J2 RFPI-20 1 3/4 9 1r2 9 34 306 BASEMENT FLOOR-JOIST LAYOUT & TRUSS ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-O" R -RIMBOARD .J4 RFPI-20 1 3/4 9 1/2 1 10 10 5 930 JEAN ROAD LAKE OSWEGO,OREGON 97055 (503)555-9663 LB =LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 4 4 PLAN DESCRIPTION/NUMBER:34 1 3.2 ABD BASEMENT WITH JOISTS J6 RFPI-20 1 3/4 9 1/2 2 2 4 JB =JOIST BLOCKING R1 OSB Rim 1 9 1/2 5 1 6 80 CUSTOMER: POLYGON J -JOIST GALLOUT JB1 BLKG RFP-20 1 3/4 9 1/2 26 3 "TS PLAN DATED: 1 1/23/1 5 B =SEAM(FLUSH w/JOIST) JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.53 25 3 7S DESIGNER: KAMIL.HENDERSON DATE: 1 1/27/1 5 NPR =HEADER(BEAM BELOW JOIST) Accessories BASEMENT BB =BEAM BY OTHERS H1 I TH01-1950-or-ITT9.5 4 FL 1 5-403 FLOOR BBC) 1 of 3 POLYGON r 14 OPEN WEB JOIST @ 19.2" O.C. 3413.2 BD(BASEMENT WITH JOISTS) PL15-402 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING F Products 4i' 4._i., PIotID Length Product Plies Net Qty ri, Q 4 9-0g-0Q E STARTFRAMINGHERE RMI 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 IRM1l RM1 22-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 HVAC RUN -o RM1 7-00-00 1"x 14"APA Rim Board 1 1 Il RM1 3-00-00 1"x 14"APA Rim Board 1 2 BM5 22 00 00 1.5 RigidLam LVL 1-314 x 14 1 3 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ;, 1 BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 N N N N N N N N N N L. BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 ' O O O O O O O O O O 10 p O U7 to In � � N N � LL LL LL LL LL LL LL LL LL LL LL LL LL p p p p o p o o m , BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 C4 LL L.L. LL LL LL LL LL LL g g— BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 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 o,00, LBM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 1._ -i_ __.___.1_i cte) 011 15'3 ! 1 = ® _ ._ _ i cO 4 e I,, ,I , U ACCESSORIES QTY [BK T IU 0 TH017140-2 44 1 --, R X\ 1 © HUCQ1.81/11 5 HVAC RUN re I \ I 1x14 OSB RIM FOR SHEAR BLOCKING 25' I HV•C N A I ••• •.*IN I 5 5 5 LL u_ 5 BKl=BLO BOARDI 40 LL G O U- LL U— u_ 5 5 5 �,,U- O O LL — p I _MI.i RM1=RIM 15 DL LL 1 '8fLL 1 o 1 i 'LL LOL - REFER TO STRUCTURAL PLAN FOR ADDITIONAL ? POST TRANSFER BLOCKING m m; m AND SHEAR BLOCKING REQUIREMENTS. I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 17 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I aK1 21 _ _ IIp`==K--1r = i= — -- '=-,'=„=-�'„." B II [BM6I— — _ovL_ 1� II 3�°14 --II —r=== m16E 1BM3T -_ RM1-.__ - :a- IBM6I O 6-05-00 `Q` I "...„,,_, PacifiuLuniber 4 q START FRAMING HERE & TRUSS COMPANY DO NOT: Loosen. remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 3 OF 3 34'-0' OP gqqns1114 4 5 5 3 5 g „a_ "I a- II • s . SJ1 _- SJ1 SJ2 n - SJ2 SJ3 e.. SJ3 1 Y ‘ I NMIME , i!: \ N \ 05 Ir 10'4 1/2" Li) 9;12 tit 9:12 °P _, C7 1,; . l3 ■� �: 1 ' '''.. SJ3 SJ3 / M ?: SJ2 9. LIAM SJ2 t * _ �, / SJ1 SJ1 L.,-..1.11rf 1 ,lir, ly...L .. • .. um 'VA: 01441142 4 CO • N / • r � GARAGE - ir 2T- -1 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/30/15 TR SS CA CPLAOU"TIONS A LY REFERD° ENGINEERED STRUCTURAL Mi PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3413-D REVISED 11-25-15 INFORMATION DESIGNER/ENGINEER OFR CORD PLAN: DRAWN BY: REVISION 2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING 3413-D / D CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL & TRUSS RUSS COMPANY DELIVERY LOCATION: SCALE' -REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. ti i 1/8" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.