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Plans (75) r'/ 2?/6 -- O®S, 7 LEGEND: — — - I — f us SANITARY SEWER PaCitic 272.6 :> STORM DRAIN Community - - —— � Design 274.8 _ '276 7a2-7,27�i���l(� '1 II w WATER LINE 1 r —_� P 2564 SW Main Street p __.-7-7---7,-- �� C MANHOLE Tigard,OR 97223 - 7—77T 4 �4ii�+=--4P4"} , _— _ ]T]503-941-9484 CATCH BASIN s DATE: 12/01/2016 15.00' -- e STREET LIGHT �— ;I $ REVISIONS 23.25' 11 STRAW WATTLE PERIMETER No. DATE DESCRIPTION Ij �1 :I c EROSION CONTROL — r-- © STREET SECTION, SEE CONSTRUCTION DOCUMENTS I —T----- } 118 I 0 1 . I I I 4,347 SF ] �II BUILDING: 5B DL ', ' — 4.00' SETBACK SUMMARY 4.00' „ FF = 290.8 1 -1 117 i 1 I 119 FRONT SETBACK: 12' BFF = 281.8 , SIDE SETBACK: 5' ', __r-----278- - _ STREET SIDE SETBACK: 10' ii I I 11 , —. REAR SETBACK: 15' °I� zso — __ _ _ 1- _ _ 1 PORCH SETBACK: 8' _-. -GARAGE.__. —284 28 _.�-___,- GARAGE SETBACK: 20' 11 l' a - - - 1 - -_ —286 1.. H--- ,0 1 — 288 I 1 CN -______ 1—j r 6.00' — o _ . i i I ---�i PORCH i II -- PUE �'' __ 210-.00.1-E-14 - 0 00;- 15.67 —ii o — - I LOT COVERAGE: — 2s6.s ! N — — _ -' — ' LOT AREA: 4,347 SF 289.3 4 31 _ / - - N �✓ - • I__— , 10.33 __----�,/ RIVER WATER METER _, -t---�___ ,`^ SIDEWALK .__. BUILDING FOOTPRINT: 1,800 SF TERRACE 73 co : – V . _... : STORM LATERAL COVERED PORCH: 166 SF- �� _ vNORTHWEST _ ✓ _ 1s — gT 1.-- _:.GSA -- --- CANTILEVER LIVING SPACE: 268 SF o "K, PLANT (1) STREET ` " _ -OS `��. TREE: 2" CAL. x�°m COVERED PATIO: 0 SF i j j 28.00' SKYCOLE 1' B SANITARY LATERAL-- c, I ao HONEYLOCUST/ - 55 ;,J---____ ---,I,- _ DECK AREA: 160 SF �1 s ;-� GLEDITSIA SW SHADOW TRML STREET _ LOT 118 TRIACANTHOS --- -` ---r -=`" "I-7 � ! TOTAL COVERAGE: 2,394 SF PLOT PLAN / I LL - "' INERMIS 551 % ,rl IMPERVIOUS AREA: 2 780 — ✓ � SF `o Y. vo CD CITY - f' TIGARD P RIVER TERRACE NORTHWEST (503) 221 -1920 Approvec' by Pla ping O 2S1 W6 Date: /2 PROJECT NO.: 395-037 TYPE: CONSTRUCTION LOT 118 (R-7, STANDARD) !n iti a Is: LSCALE REVIEWED BY: PRE v, � 10 0 co 0 RIVER TERRACE NORTHWEST 17430 SW SHADOW TRAIL STREET 1INCH=20 FEET x .7..0=u: aN:�n- /I/ PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM" - These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company2015. so�m e�ocK u� 1Y0p"ma"'" ,I �i rosrzcaor.,eove The plans may not be re-used or copied,In whole or part,without written permission from acific Lumber ter":' III, ro VETAL,FIA. Company,which retains copyrights Lo,anA ownership of theplans Use of these plans by any other R=��i"� ` G -;AI-1-so«gs«gasengineered products or iodov sbuilder qua engin wood prod t f 1 __ Peeverne AS BLOCp - BEARING/AREA of BLOCKS products tier other than Pacific Lumber Company is strict) prohibited.Unauthorized use or _ ee�on ro rozr ABOVE copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include / \, / `� penalties of up to$20,000 per work Infringed,and 0,000 per work Infringed willfully. IGIDLAM LVL RIGIDRIM- 104. a>oo�Quc� ,ter PRODUCTS / %Ih� �RFPI-JOIST anseNatc rocEsr PROM/Chi """'°tl"""""°°^':=7".a�,R CONTRACTOR NOTES: DESIGN NOTES: MAIN FLOOR JOIST LAYOUT 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR RPM'BLOCKING PANELS/11TH BEARING rvuLAsovE POST LOAD TRANSFER DETAIL SCALE 1/4"- 1'-O" (UNLESS FOOTINNOTED OTHERWISE) EXCEEDESIGN THELIVELOAD N.rs. RES. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: (DOUBLE) 1 1-7/5 RFPI-20 1 9.2"O.G. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SEE SHEATHING NAILING ATTACHMENT NOTEIIIII (DOUBLE) 1 1-7/5 RFPI-20 B 15.2"O.G. SHEARWALLS 1 2psf DEAD LOAD SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® THIS/5.4 PLACEMENT PLAN ONLY 30psf LIVE LOAD ITI SLEEPING AREAS: START START This layout is to be used in con'unction with Architectural/Structural plans.Verify all 12Psf DEAD LOAD FRAMING FRAMING shear wall blocking placement and connectors ROOF LOADING: HERE HERE u chaser responsible for approving this 25psf LIVE LOAD 1 III III161 II III ayout prior to any construction. 1 7psf DEAD LOAD _ 63 R1 1 IIII! il III - I 11 R 1 B3 1 I II I �. l l i1 II it 1 II IiiIi I I it ;I I I ji 11 1 j 11 I u h 1 111 1 I II I I li r II " 1 jl` �I II _i n II - r I I II 1 III I ll 1. I: Ali IiI I �' J JN SII -1I• II I� R1 Rt_���_�I� I �I I�� .,3 C6 y _p -� `J [L� -� ill Ii 1 I I. t I I� I! it1 �� I1 II 1I II ij R 1 .3 �G J J� -� '1: JD -� I I I I! I I yl t fyl7 Ii i• III 1 —N--= III IIHI - J Ill I II 1 1 Y- ._-.-i t I 1'' �`i ii Ill Iii II I I II 1 3 -I I I Ii I11! = 1 11 Ili it j II q I- y II II 'I II I 111 IIIi'I j I l lli li 'I I II I11 1 Ij II I � I jl Il ll 11 � l I If l I Iii iI lII II II 11 ri II I I I I I a..�_�Pr� �.I I 11 II I, 121 B2 II i , 'I _ II I I 11 l - IS Jo 1 ll I I' R 1 - - I_ _i III I II B!2 - I� I © CONFORMS TO DESIGN CONCEPT j �—a •—" "tee'—"— - 11 11 II I 0 CONFORMS TO DESIGN CONCEPT WITH It I I REVISIONS AS SHOWN II ,I i. I I_., i I ( -- I���eh"-- 0 NON-CONFORMING-REVISE AND RESUBMIT itTHIS ,I SHOP DRAWING it I NG NAS BEEN REVIEWED FOR GENERA'-COXFOIINAACE 11 i! ! ! II WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FAB! I I 'I Ili I 1 11 'I I I DESIGNAp1AAIN 5 ANDENOOR FRPECI SPECIFICATIONS OFO5115 OVEWPRIORITY II I 1 OVER THIS SHOP DRAWING. :I � II 1 II I 11 I' II I DY,MRP We �— I II t I l• i CT ENGINEERING INC IO/I3/2015 11 !il = y ii I I I.-1' j - -2 h II I lI i !I ,i I ! R 1 II I• II I II R1 P 40 S J3 JI3 J:: Jp Jjk J2 J Jn Je" J !I II I !I ff 1 I !I (i .IR II I li Il I �2 �� • �2 �I3 - J� JI J:: J' I iI I J.%2 i- I ..- i !I 1 I I III III I� I i ii III IliI ! it II I � ,I1R I I ilB. • 1 li i II 1 II II uFJ I ii I l 631,1 -- -- -11- =-tL-: PORCH PORCH /MPORTANT/ REFERENCE INSTALLATION 1 1-7/5 RFPI-20 5 1 9.2"0.0. GUIDE FOR ALL FRAMING I 1 t-7/a RFPI-20 5 1 9.2"0.0 DETAILS AND I JOIST INFORMATION LEGEND: I I (/�H}- PL 15-345 (Main) - 0/ -HANGER GALLOUT POLYGON PLAN OPTION:5B BASEMENT WITH JOISTS Q ® -SUPPORTING POST Mrk a Material Width Depth Grade Qty Gut Lth Tot Lth ipaciagp-\ umber R 1 055 Rim Filler blocking n not structurally supported provided bothtt ® -POST LOAD ABOVE 131 Ri IALam LVL 1 t 1 7/5 e 16 128 Joists are continuously laterally supported by g 3/a 1 1 va sE 2 4 a connection to the sheathing at the top flange.In & TRUSS ''. co M P A N Y R -RIMBOARD 52 RIgldLam LVL 1 3/4 11 7/8 1.5E 1 6 LB -LVL BLOCKING 53 RlgidLam LVL 6 addition,the joint in the sheathing Shall be positioned 1 3/4 11 7/8 1.5E 1 22 22 1 BLKG 1.75 LVL 22 over the center of one of the two top flanges to assure JB -JOIST BLOCKING J82 BLKGRFPI-20 1 3/4 1 1 7/8 1.5E 33 3 shear transfer between 5heathin 1051 5 SW ALLEN BLVD BEAYERTON,ORLGON 9T005 (503)858-9663 1 3/4 11 7/8 15 3 4g gpanel5. J -JOIST GALLOUT J t RFPI-20 1 3/4 1 1 7/8 t 4 1 a 252 PLAN DESCRIPTION/NUMBER: SB BASEMENT WITH JOISTS J2 RFPI-20 1 3/4 1 t 7/8 6 26 1 sb "N.wea. CUSTOMER: POLYGON B -BEAM(FLUSH w/JOIST) J3 RFPI-20 1 3/4 1 1 7/5 DBL I-JOIST WITHOUT FILLER CONSTRUCTION z+"6. 2,'16 2-lar J4 RFPI-20 40 22 880 +� PLAN DATED: 10/5/1 5 HDR -HEADER(BEAM BELOW JOIST) 1 3/4 11 7/8 3 4 12 N.T5. BBO-BEAM BY OTHERS Accessories DESIGNER: KAM/L.HENDERSON DATE: 1 0/1 3/1 5 HL IMIT11.88-or-17711.88 5 PL 1 5-343 MAIN SHEET:2 of 3 ROSEBURG FRAMING SYSTEM" PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder- u- "� These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. RIG'I DLAM LVL RIGI DRI Mp ww ^�-P ��'N The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other rrosreuna FOREST PRODUCTS AOS[I I Dr PROW=s 4111410 �i� W° product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or w.. s eieV.oc copying of mese plans,Infringes rights under the Copyright Act.Infringes face liabilities that include ""' � penalties of up to 820,000 per work infringed,and S100,000 per work Infringed willfully. ��RFPI-JOIST isr .„ BELON TO POST ABOVE �` II�� 'ALL FRAMING NOTES: THIS FLOOR SYSTEM WAS DESIGN NOTES: Ir � �II� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR 1)VERIFY ALL FRAMING CONDITIONS .'�� EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) DEFLECTION CRITERIA 3)ALL BEAMS PER DESIGNER'S PLAN OF L/450 "a�a-"�"� (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING OLOOR LOADING: d. P05T LOAD TRANSFER DETAIL FOR PLUMBING 40psf LIVE LOAD RPPI BLOCKING PANELS WITH BEARING WALL ABOVE N.TS. 5)PROVIDE PROPER SUPPORT AT 1 2psf DEAD LOAD N.T.S. SHEARWALLS SLEEPING AREAS: 774/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD START START This layout is to be used in con junction with 1 2psf DEAD LOAD 9-1/2 RFPI-20®1 6"O.G. Architectural/structural plans.Verify all q-1/2 RFPI-20® 1 6"O.G. HARMING FRAMING shear wall blocking placement and connectors ROOF LOADING: HEREI Purchaser responsible for approving this 25psf LIVE LOAD I HERE I PATIO ayout prior to any construction. 1 Tpuf DEAD LOAD PATIO I I I I I -- —I I 1 I li II I. II 7_.______777. -- ;i =--II I: I i! ill II' li ii' I! 1' 1, I I, 1 II II IIll II z i 11 1 I -111 Jii`l J .11 i , Ill -if1 I! i 11, Il11 ei i i' i ! ll It 1 I II III j1 I it I I I I I! !i 1 I I I! II R 1 II I II IR1 R1 .4 J4 {4 J4 J4.�fFJ4-4-4 aJ4,11 Si _1 II _1 1 _1 _I1 ,I1 .11 Jo _1 1 �1 _It _1 J ——= II t 11 II i IIj I'i l �e 1II ! I IIII I lI.1I ! i. I I! I 1!j 'I 11 il ii I ® ® � � 11 11 I I ill ' il 11 1 �1 I I , I II II I ® 1 " �II!I iI I! 7 II i. !! I I III I ' I! �i II II I II ! I! 11 t II II ! I. I II !I—a- 1 1 -I-----,---1 1 k 1_ II / 2'-3 1/8" 2'-3 1/5 I I IMPORTANT.!. REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PORCH DETAILS AND I-JOIST INFORMATION PORCH Puu�� umber LEGEND: PL 1 5-343 (Basement Floor) �� PLAN OPTION:SB BASEMENT WITH JOISTS & TRUSS ,,yCOMPANY ( H Y--HANGER GALLOUT POLYGON }} �®/ -SUPPORTING POST MrK# Material t Width Depth Grade G1ty Gut Lth Tot Lth J1 RFPI-20 1 3/4 9 1/2 15 20 300 ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 4 1/2 2 10 20 BASEMENT FLOOR JO15T LAYOUT 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)855-96 55 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 2 4 SCALE: 1/4"- 1'-O" PLAN DESCRIPTION/NUMBER: 55 BASEMENT WITH JOISTS J4 RFPI-20 1 3/4 9 1/2 13 22 286 CUSTOMER: POLYGON • -LVL BLOCKING Si OSB Rim 1 9 1/2 4 1 5 64 PLAN DATED: 10/5/15 J5 -JOIST BLOCKING JB 1 BLKG 1.15 LVL 1 3/4 4 1/2 1.5E 24 3 T2 J -BEAJOISM(FLUSH ui JB2 BLKG RFPI-20 1 3/4 9 1/2 11 3 51 DESIGNER: KAMI L.HENDERSON DATE: 10/15/15 B -BEAM(FLUSH w/JOIST) BASEMENT Accessories FL 1 5-343 FLOOR SHEET: 1 of 3 HDR -HEADER(BEAM BELOW JOIST) H 1 ITHO 1'1450-or-ITT 9.5 4 500-BEAM BY OTHERS POLYGON PLAN OPTION:55 BASEMENT WITH JOISTS PL15-343 UPPER 10/13/2015 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14" OPEN WEB JOIST @ 19.2" O.C. PlotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE Q T RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 =, RM1 10-00-00 1"x 14"APA Rim Board 1 1 I RM1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 0 _ - 0 s 0 0 N N N N N N BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL '.LL " „` LL LL 'LL U. U. E U. BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 LO LL 0 111'LL LL 0 LO LO�� LL ,0 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 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 &I.. M 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 w = = - g" BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ° 1=;M6 BM3 1 1 Q , o p BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LLA BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ BM 1 _ —®:i..if_ � � BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �� Kt V Q sr BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 MIMI 5" ' `� o BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 LL LL LL LL ',LL LL ® m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 '- WIN • - ! BM11 4-00-00 BBO2 1 1 Q 1 J-_^' Q FLOOR LOADING 9' _ _BMS' , BKA=BLOCKING 40 LL LEI _�._:��,Ea:�;�•�:.= I RM1=RIM BOARD 15 DL I JI_ --Y-,I— _E, Q-I.3 n ACCESSORIES QTY 1111111! TH017140-2 21 © TFL1714 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' N N © HUCQ412 1 0 0 0 0 0 0 0 0 I E CONFORMS TO DESIGN CONCEPT 1. LT L Y. LL LL L N N. r Ir LL LL o "1 `" CO CO CO CO 0 CONFORMS TO DESIGN CONCEPT WITH ou. 0 0 0 u- U. U. u- U. U. U. j SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN REVISIONS AS SHOWN REFER TO STRUCTURAL PLAN FOR ADDITIONAL 0 NON-CONFORMING-REVISE AND RESUBMIT m I POST TRANSFER BLOCKING l, „y= 1 AND SHEAR BLOCKING REQUIREMENTS. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY ANO DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOA CONFORMANCE WITH THE Ill �� HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF'WHICH HAVE PRIORITY QMy BK1 s A 6-0: W ea 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' OVER THIS SHOP DRAWING. RM1 I II FBMSI ( Br MRP nate 10/13/2015 1 11+ 1--a— M1j _�j M1( _�_ �_ /----- — CT ENGINEERING INC JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" SHEET 3 OF 3 Pacifi '£ umber & TRUSS COMPANY