Loading...
Plans (127), /1S% C.'/() — .-P /7"(57-54) 4 I I I ! I II + ( I I J'= LEGEND: I1 I I 1 1 ss SANITARY SEWER Pacific 1 L SD STORM DRAIN Community I Design —w WATER LINE 259.5259.1 ® • MANHOLE 12564 SW MainTigard,OR 97223 Street [T]503-941-9484 —' — — 260- - - 42.0 I ■ CATCH BASIN � i►0' V i����4 — - DATE: 1/15/2016 ------------1------- I I 11 I y0-� STREET LIGHT REVISIONS 262— -, 15.00' 1 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 1 EROSION CONTROL 1 — — I I - - - - 27'40 �-� 1 — - — ccmcD STREET SECTION, SEE — e -1-11 I © CONSTRUCTION DOCUMENTS III - --1 I � ; 11__\__Ll .11 LI I __ _ _ 100 1 SETBACK SUMMARY __ ___i I i 3,962 SF II J FRONT SETBACK: 12' ' I BUILDING: 3413.2BD j 1 jI cni I SIDE SETBACK: 5' -1 I I FF= 272.1 ! 11 I i STREET SIDE SETBACK: 10' 1 1 BFF= 263.1 f 1 101 ' _ REAR SETBACK: 15' ,� I 9 \ 1 i PORCH SETBACK: 8' I 11 i . GARAGE SETBACK: 20 _ i 1-1 4.00' 1 GARAGE '14_..00' 1 co ` , II i ia 264 �I� I - -v INMI —266_ II1 LTv —0 268— ___ - i _-�I' -[--� _� .-,1 c‘ii7o— _ I LOT COVERAGE: vi r \ i PORCA ' a 11� I 1 110' - I �- ILOT AREA: 3962 SF23.39'' I _ _ _ — — I RIVER o r---- I PUE 1 _ 12.23' 1 I 11.96' _ __, ,?•��. BUILDING FOOTPRINT: 1,469 SF EI-.) �- _ _ _ _ g _ TERRACE _ r _ _ IM ��'�' –� i �OP— '�� /!� -� Y mak,: COVERED PORCH: 153 SF `/ �� .� - NORTHWEST N .��i, v , T i , A, 269.011 7 . c, �� > 270.6 • 4 n _ SIDEWALK :z . �ye 1 ^, 1 �►i� TH ��� � �\ \ CANTILEVER LIVING SPACE: 0 SF �:�"flay 1_, WATER METER o Mr ,..,11. 0-0-4.‘,.-,10„,......- ` / 1- __ 445- __4 COVERED PATIO: 0 SF oo .— ; 3' ROOT PATH ._ i 8 -er II. "� mol li �c a5 DECK AREA: 208 SF 2 A�� as cc STORM LATERAL LOT 100 PLANT (2) STREET ��'�� t5 I z � TOTAL COVERAGE: 1,830 SF PLOT PLAN w �s , TREE: 2" CAL. -SANITARY LATERAL N 1 28.00' SW AMELIA STREET s �� E KATSURA TREE/,,' 46.2 % CERCIDIPHYLLUM "' - _ '2 A ;,5 Q / JAPONICA � ,!j,7-7-----� 1���p '� IMPERVIOUS AREA: 2,404 SF s _ice W 1p At '. !'_-- .;--1 WCITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 395-037 2S1W6 Appro!!cd �y Planning PROJECT NO.: CONSTRUCTION TYPE: CONSTRUCTION LOT 100 (R-7, MEDIUM) Date: 1� Z SCALE REVIEWED BYc PRE 2 20 rnizeumi., RIVER TERRACE NORTHWEST Initials: �D� Z 17458 SW AMELIA STREET 7INCH=20 FEET _ PACIFIC ROSEBURG FRAMING SYSTEM'" " "°"'"'°" ..."«°.w..: qualify engineered wood products for todav's builder.. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GIDLAF 4 LVL RIGI DRI M" x:,, /I'i �� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �„>� rows rxor nsove nri�.M .oeenwwaPiorv. FE,So 410 escoernu.,e.rnrc« product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or vvsEealte FORM PRODUCTS ROSEBURG FOAM PRODUCTS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include ' `� seLory ro rosr Asove penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed wlllfullu. IPI a 40 RFPFJolsT t,, , , RQtitIIarzcroarsrcaoovcrs ,... h' CONTRACTOR NOTES: PE5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,,,,,,,.„,„";�"'"";""°"'"'"""°"°�"« 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELS Yin BEARINs NALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/4130 rtr.s. nr.s. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEP/N6 AREAS: THIS/SAPLACEMENT PLAN ONLY 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD 9-1/2 RFPI-20 0 16"0.C. 9-1/2 RFPI-20 0 16"0.C. Architectural/Structural plans.Verify all START I START shear wall blocking placement and connectors ROOFLOAD/N6: FRAMING Purchaser responsible for approving this 25psf LIVE LOAD FRAMING ayout prior to any construction. 1/psf DEAD LOAD HERE \ PATIO i PATIO / HERE 1 I I A e n e r .519- F 0 5 . I} 1 'IR 1 I C . r— II II R rI D Ii - e . —, ! I I ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH i1 REVISIONS AS SHOWN a.. . _ P.- . . 1 . .._ d _ �-- -- - - ❑ NON CONFORMING REVISE AND RESUBMIT —3 J5 I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 -1 J11 J1 J1 J1 J1 J1 J1 J1 J1 J1 41 J1 J1 J1 4`1 ..1 J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RI 11 I R.1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I 11 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ! ! OVER THIS SHOP DRAWING. ! R1 R1 ! By: Arnold R. Solomon Date: December 4, 2015 ! J,2JaJ2J2J2 2J242 JR_z 1 J2 J2 2_2 2 CT ENGINEERING INC 1 1 1 � _ _ _ _� Iia .,�- . . TO DESIGN CONCEPT 1 P' 9 i f' . -7 y RKy- _ ❑ "rorEo`:10NCONCEPT Wan 3 JLYl �' — e.MIFRReA NFUT ARCHDate I1F(iS J4 1 , ! --- _i- •=''2•----s----ma=r_= _f.::___— J6T==�r�. 3. I - 1 C 1 I IMPORTANT./ PORCH 1 I REFERENCE INSTALLATION I I PORCH GUIDE FOR ALL FRAMING I I DETAILS AND I—JOIST INFORMATION LEGEND: PL 15-403 (Basement Floor) P iifi ��b �� POLYGON 3415.2 ABP BASEMENT WITH J015T5 HO—-HANGER CALLOUT Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 15 24 560 J2 RFPI-20 1 3/4 4 1/2 9 34 306 BASEMENT FLOOR JOIST LAYOUT & TRUSSCOMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"- 1'-0" R -RIMBOARD J4 RFPI-20 1 3/4 4 1/2 1 10 10 5930 JEAN ROAD LAKE OSWEGO,OREGON 91'035 (503)353-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 4 4 JB -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 2 2 4 PLAN DESCRIPTION/NUMBER:3413.2 ABD BASEMENT WITH JOISTS R1 05BRim 1 9 1/2 5 16 60 CUSTOMER: POLYGON J -JOIST CALLOUT JB1 BLKG RFPI-20 1 3/4 9 1/2 ' 26 3 18 PLAN DATED: 11/23/15 B -BEAM(FLUSH w/JOIST) J52 BLK&1.15 LVL 1 3/4 9 1/2 1.5E 26 3 18 NOR -HEADER(BEAM BELOW JOIST) DESIGNER: KAM/L NENDER50N DATE: 11/21/15 Accessories 550-BEAM BY OTHERS H1 ITH011950-or-ITT9.5 4 FL 1 5—4 0 3 BAFLOOR T SHEET: 1 of 3 • IR POLYGON 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 Products 4 4 PIotID Length Product Plies Net Qty 4 9-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT �RM1� �«——gue RM1 22-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH RM1 8-00-00 1"x 14"APA Rim Board 1 1 000411 REVISIONS AS SHOWN HVAC RUN ' -0 I RM1 7-00-00 1"x 14"APA Rim Board 1 1 ❑ NON CONFORMING REVISE AND RESUBMITAAW' RM1 3-00-00 1"x 14"APA Rim Board 1 2 THIS SHOP DING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEIBM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 A1Al 21-00-00 1.5 RigidLam FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE LVL 1-3/4 x 14 1 2 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. j.. BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold A.Solomon Date:December 4,zots BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 CT ENGINEERING INC LL LL LL LL U LO LO el LL LL LL LL LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 `"t' BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 El CONFORMS TO❑w,w"�„�EaG�ONCEPTWITM BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 "° ”`VISE B.RESUBMIT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 <, , <E I BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 °"< 8111/15 " ' I BM3 21-00-00 BBO1 1 1 xyMIIBRANDT ARCHITECTS a mo BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 ji, .:M1 1 e.I ma e 13 I !���' e. � ii, c-0-0514 i 0 ACCESSORIES QTY II RM1 ® TH017140-2 44 �� © HUCQ1.81/11 5 21 I HVAC RUN c'2 1x14 OSB RIM FOR SHEAR BLOCKING 25' 1 ` ii II 11 j BK1=BLOCKING FLOOR LOADING a-,o i0 i0 0 0 0 I0 m m l40 LL lL LL lLL 'LL k LL LL:LL ILL O O LL LL W 1 RM1=RIM BOARD 15 DL 11 LL O 'IV' - jv I RM1 I REFER TO STRUCTURAL PLAN FOR ADDITIONAL u_ Il0i l0i lu, I I I— un .0 POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. K1 If'- 1131(1---1, _ _-' I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I T .E 'a __ a 1 I 6. POLYGON 14"OPEN WEB JOIST @ 19.2" O.C. 3413.2 BD(BASEMENT WITH JOISTS) PL15-402 UPPER 11/27/2015 MOVE JOISTS +1- 411 TO AVOID PLUMBING O o Products N — PIotID Length Product Plies Net Qty ISTART FRAMING HERE > 9-08-009 RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM11 ����1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 Tor/ Ts -i O r r a- o a 3 12I3;A .. ..RAI ® RM1 22-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT 1 ® =4' HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH 1 1 RM1 3-00-00 1"x 14"APA Rim Board 1 2 REVISIONS AS SHOWN BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 ❑ NON-CONFORMING-REVISE AND RESUBMIT BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 THIS SHOP DRAWING HAS BEEN REVIEYWED FOR GENERAL CONFORMANCE : : BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 4WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY N N N tV N 2 I_ 2 N BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 OVER THIS SHOP DRAWING, In 0 ,0 N N 0 N 0 o o o o 0 0 o to o o o :o o L o ,o o o o o 'o " U. " "" " " " " " " " BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold R.Solomon Date:December 4,2015 I g CT ENGINEERING INC CIS' 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 ra CONFORMS TODESIGN CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 °ate a"�,,°,Eo"`"`ONCE`'"""" BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 0 NON CONFORMING-REVISE&RESUBMIT 0- BM3 21-00-00 BBO1 1 1 A BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 te e,ws 14g-0o TMIIBBAN DT ARCHITECTS 11-0513 CE ��-- i— -- —�i�- L- � If _ N ;/� i 4-oLiii '-7-- 43 0� 1 !31-1'Ali' �: �. ' 01 ACCESSORIES QTY _ —,�,.-= Wiz==�.k., a= JRM1[1 II '' Q TH017140-2 44 L..>7 II :�y — II /\ © HUCQ1.81/11 5 �1 II H HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' 0 1II 11 BK1-BLOCKING40 LL FLOOR LOADING D , II II 8 o oS- LE 2 "O O wORM1 RIM BOARD 15 DLIRM1 11 v v v Il,WLL1-` " " i I LL FL' E 11-L REFER TO STRUCTURAL PLAN FOR ADDITIONAL “ N In POST TRANSFER BLOCKING 2m 1 2 AND SHEAR BLOCKING REQUIREMENTS. CD 1 I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 I I : I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I � __ K1 _ 1 p I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I I -- IBM6I-- -1I 11 B ,f — B A = —4*