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Plans (60) /7.57",,x/7--/lee !, /3CSO Si-t, CciCcc4� IL l A Ilai :✓ !.r. ✓ LEGEND: ., A y�, SANITARY SEWER Pacific Comma nity atillrAllr& 91111111Alall ' isD STORM DRAIN Design 1 W WATER LINE 4 Ell vi \ �' ' _ '' 1' 12564 SW Main Street SW BEACH PLUM TERRACE `ti ® MANHOLE Tigard,OR 97223 w , - ^f Y [1]503-941-9484 CATCH BASIN yi PLANT (1) STREET TREE: cre,- 32.00' DATE: 12/20/2016 2" CAL. HEDGE MAPLE/ — _ DSTREET LIGHT ACER CAMPESTRE s' SD REVISIONS ATER METE' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION e-1 t _ cc 54.00'41 EROSION CONTROL `\ ss --c-------(,... ss \_ys STREET SECTION, SEE j SIDEWALK \ \ \ 50 CONSTRUCTION DOCUMENTS ti v 1 '''.=:\ — 1 � 259 4 .., ''.71, 132.0' g A ' SETBACK SUS 1a MMARY //r, _ ,...( \ s,__( "'"i[; 1 ... , (� _� .:.. ,__ FRONT SETBACK: 12 - - — - - - - - - SIDE SETBACK: 3' 16.65' 21.00 1 — — STREET SIDE SETBACK: 8' — — — — • ~~= 0 0� I I — I 1 __6.00' REAR SETBACK: 3' d PORCH SETBACK: 8' I I �� I I �� PUE I _ ---,_ Y I l :PORCH E--- ---ill I o-2_7_-- I I � I E I;l! I�I� •--- t •. I I I - N I1-HR FIRE 1 BUILDING: 7A g j i 1-HR FIRE �— RATED EAVES , FF = 262.2 oto RATED EAVES I I I 1 o I 15 I 14 itj o Ii c\I [6 f I I I 2,560 SF 'I 0,jl�I 3.00' 1 I I LOT COVERAGE: o AI! 1 if N 3.00' I I I' i I _ I LOT AREA: 2,560 SF w I l I A : 1 I r1 RIVER I 1 I ti II I I FF.I BUILDING FOOTPRINT: 1,309 SF TERRACE b I I 3 I I I I I /r'`''' I I II ,I I I I COVERED PORCH: 85 SF NORTHWEST -0 I 1 GARAGE I l i 3.00' i ' IP, II � II I l I I PUE I I I CANTILEVER LIVING SPACE: 0 SF h. co J I ; + J 1 A _— — COVERED PATIO: 0 SF o --- L. — — — 132.0' _ — —g — — t z DECK AREA: 0 SF 7 ....-- SD — SD LOT 14 %' T 260.5 S0 ..-3.00'- — — spm... — TOTAL COVERAGE: 1,394 SF PLOT PLAN ØSWCALABASH TERRACE 259.4 [ 20.00' 0 G4 STORM LATERAL T, cv .. .__ _ 26.00' 54.5 % c -. :.41 — --_ - _ IMPERVIOUS AREA: 1,570 SF ci ° p t, a A, p SANITARY LATEb ' A A —, _ SIDEWALK r FE I III III ' VIII I 0 CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 0 ° ( ) 221 -1920Approved by 'la ning PROJECT NO.: 395-037 2SIW6Date / TYPE: CONSTRUCTION co n SCALE REVIEWED BY: PRE LOT 14 (R-12 SMALL) Initials: L-r 10 20 RIVER TERRACE NORTHWEST Q 13530 SW CALABASH TERRACE 1INCH=20 FEET Z "` "`"'i° ,I' PACIFIC LUMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM'" ami ° • •-� S�LwecockwAe�E These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. quality engineered wood products for todav's builder" iOfL r r rscno 4, k•x.x,,.- ,) ' roscnw .7.fx. The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber `.,ww'"�"" �usrnLc sa�As«stocks Company,which retains copyrights to,and ownership of the plans.Use of these plans byanyother 1 __ RER vernic 1a.MArcx ,Ir ' -- - --- ,I) DEARINGAREA F!BL KS product supplier other than Pacific Lumber Company Is strictlyprohibited.Unauthorized use or RIGIDLAM-LVL RIGIDRIM" copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include ROSEBURG FORM MIODUCTS ROSEBURG FOREST PRODUCTS �4\ `� sEcow ro rosrAsove. penalties of up to$20,000 per work Infringed,and$100000 per work infringed willfully. < 11114 .:.°,:�� �� �0414" ') RFPI-JOIST ROSEBilEG .oa .wM� CONTRACTOR NOTES: D55/6N NOTES: � «,-m.±��pamu.M�we-, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR RFFiSLockwGPANELS rvrrNSEARINGrvALLABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD ALL BEAMS PER DESIGNER'S DEFLECTION CRITERIA s. nrs. 3)(UNLESS NOTED OT ERWISE)PLAN OF L/480 st ®CONFORMS TO DESIGN CONCEPT 4)USE CAUTION WHEN CUTTING pox pnr,zNrooroosIoN CONCEPT Wt. FOR PLUMBING FLOOR LOAPIN6: ❑NONCONFORMING-REVISE&RESUBMIT 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEPING; 5: Ca, vt)is 30psf LIVEVE LOAD MILBRANDT ARCHITECTS 12p5f DEAD LOAD ROOF LOADING: ® CONFORMS TO DESIGN CONCEPT 25psf LIVE LOAD 1 Tpsf DEAD LOAD ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 11ITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR DF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DYER THIS SHOP DRAWING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IMMI By: Michaela R. Petersen Date: February 10,2016 CT ENGINEERING INC R1 R1 1! J6 R11 JD I� J8 ....1 JE REVISED 5'11113 KLB PATIO �- 1 _-� �� p� FL 1 2-1 4/ (MAIN) III -- 1 PATIO POLYGON TA J4 Mrk• Materiel Width Depth Grade City Gut Lth Tot Lth J'I Ir(�'yI I• Ri OSB Rim 9 1/2 T 16 112 • (- i' �J ' -- — J1 RFPI-20 3/4 9 1/2 4 16 64 -I - J _--- - J2 RFPI-20 I• 3/4 9 1/2 10 26 260 !�i --J9 -- II .::1 J3 RFPI-20 I r r 3/4 A 1/2 2 28 56 li• JT I I T .J4 RFPI-20 L II 1 - JZ J5 RFPI-20 3/4 9 1/2 5 22 110 1 J:j 1 L J9` Jb RFPI-20 3/4 9 1/2 1 8 8 IMF J'..1 - J 3/4 9 1/2 I2 2 4 JT RFPI-20 3/4 A 1/2 1 18 18 _�� V V J8 RFPI-20 3/4 9 1/2 4 4 16 B 1 Rigi ' -- _ 82 RigiQLam LVL - IO J2 "' QLam LVL 3/4 9 1/2 1.5E 1 3 8 3/4 9 1/2 1.5E 2 1 4 28 N n -1131 BLKG RFPI-202 1 _ I II J52 BLKG1.75LVL 3/4 9 1/2 1.5E 21q 3 657 I_= _ I • I 01, p J2 Accessories .� I' ---- - it N o (.1 F,..1--- --_- - J2Ilk/ --- __ Ni ITHO1T950-or-ITT9.5 a ■ L a — 6 .I,—= ti_ J2 1 __ = T --- J2 1 _R 1 ;I, ry ry II 1 = -_-- II i' -_ _ ; sJ2- — a t - J2 - - -- 1 J2 nl I. I . ,r- - ----------J2 Pl 1 11 J 1 f ---B-1 =_— _.._ 1117 n�� I _ JAI ,i J 1 J III J z R 1 /MPORTANT.J _= I' RL-_ 7 — REFERENCE INSTALLATION J 1 f I- GUIDE FOR ALL FRAMING -: 11 Jt DETAILS AND I-JOIST INFORMATION I - JI!1 I "p -- h I JB 1 R1 START �j i I rr FRAMING PORCH ~— i -- — `� START p , ifiII umber LEGEND: HERE I i PORCH I FRAMING OH HANGER GALLOUT I I I HERE & TRUSS COMPANY ® L J L I -SUPPORTING POST ® PLAN DESCRIPTION: lA -POST LOAD ABOVE R -RIMBOARD CUSTOMER: POLYGON (MAIN) LB -LVL BLOCKING PLAN NUMBER: 7A JB -JOIST BLOCKING - PLAN DATED: 4/1 4/12 PL 1 2-1 4 7 J -JOIST CALLOUT -OI/R LOGA770N5- B -BEAM(FLUSH WI JOIST) REMODELING CENTER: EWP DE5/6NER: 15 00 SW BOONES FERRY ROADI HDR -HEADER(BEAM BELOW JOIST) LAKE 05WEGO,OREGON 91055 KAMI BELNIOOD BBO-BEAM BY OTHERS MAIN FLOOR JOIST LAYOUT 5057858-9663 IraLAK 0FF/CEaCDRTRNCTOR nn I DATE: 5/17/13 SCALE:1/4"- 1'-0" s91a sw JEAN RoaD LAKE OSWEGO.OREGON 91035 (503)858-9665 SHEET: 1 of 1 14" OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) S START FRAMING HERE > PL15-264 UPPER 8/7/2015 9-06-00PIotID Length Product Products 1g Plies Net Qty p,BOEBOM FLUSH WITH JOISTS 1 RM1 46 00.00 1"x 14"APA Rim Board 1 1 y RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I RM1 17-00-00 1"x 14"APA Rim Board 1 1 I— -„_- �–�—T(g1/4[05 1– _ T ® RM1 14-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 I 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x14"APA Rim Board 1 1 N N 0 N 0 N '0 N `0 Io ,0 0 0i BM1 22-00.00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL ,LL " " a IL " LL LL LL 1.1_. BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 — I cc BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 N '.I _.M *11.10 11"1111171 ' 1 'Mill �RM1�, O F03 ALL BEAMS AND CONNECTORS PER ENGINEER e m. I F03 u, ? ACCESSORIES I QTY F01 I I e rc IS CON,Foama TO DESIGN CONCEPT TFI414 24 F04 I;' rc 0 © TFL1714 1 RM1 RM1� i 6 0 1x14 OSB RIM FOR SHEAR BLOCKING 3D' I m 04 io F09 -I 1 ... .. <a © HU412 13 _ FOS ; I. F06 F06 FU '1 MILBRAM1Di ARCHITECTS II i— . . F06 . �. I I F07 ® CONFORMS TO DESIGN CONCEPT I— F06 I I 07 ❑ CONFORMS TO DESIGN CONCEPT WITH BK1=BLOCKING FLOOR LOADINr RM1=RIM BOARD 40 LL .�, REVISIONS AS SHOWN 15 DL {'— F06 II F07 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT REFER TO STRUCTURAL PLAN FOR ADDITIONAL THIS SHIP DRAPING HAS BEEN REV.EFEO FIR GENERAL CONFORISSNCS POST TRANSFER BLOCKING L FOB 1 iFO7 WITH THE Des]N CONCEPT ONLY AN110 F NO RE-[EVE S B AND SHEAR BLOCKING REQUIREMENTS. FABR CINAIFC lSO OF AEC h IB ITY FOR CONFORMANCE WITH THE FD6 , DESIGN DPAGINNS AND SPECIFICATIONS ALL F WHICH RAVE PRIORITY I F07 _ OVER THIS SHIP DRAPING. CONTRACTOR CWALL VERIFY ALL DIMENSIONS. i SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 B . liiis< F06F07 ea ! R➢. MLchae.a R.Patersen Date,FeEruary 10.201B ,M,,,fri CT ENGINEERING INC I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 111111111. FOB .Iill. F07 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA F06 II F07 -I ce t— F06 I I F07 r H I• FOB .>�. 107 N F09 FOS JEW dillk —1— F09 _Es7Ip■' F05 I F09 MEI FOS e �1I �. ' FOB RM1 mil= "moi " FO.�� �a� 5 07 0orM1r DO NOT: Loosen, remove,cut or notch any part of the open web joist. ii Pacific .umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY I SHEET 2 OF 2 26-0" 4'-0" 1 27-0" ALL HANGERS JUS2 U.N.O. ► GGE_ 6:1� 6:12_ .11 CD CD I4----- !Fi - - --- f e Ip 7:12 , 7:12 ao FF(2122'-0" N I �� I • 4` y' t ....1 4: I 012:v li ' 1 I , 1 r li W W Z w zI-N= 7:12 two== `° CO Z U N W AI z U1 1— F— cc E p 2 a — ac CR V U y� p�UU� V u-c' '' i p / 44 y 2m nr u u y�j O U Q LLI NI V H H (7 �tn¢z_ i� \. W W a z E 0 0z �= O W C w a¢ 3 Q 4 4 I I 4N:.\1‘ \\ i•- j O O 8 2 cna'za L e� H �, z 0 =Zo�= X Qb 11111 Q ce � O •soo-=Q CC O 00 2U,_ CO �zw kii 4 ' r_ • z z `" z 0 g E;5 W r. !! 4:1214 0 o W o owo0o - FT .. :1 u u ce z =�¢z� ' 0 0 0 1=-kiioa C' i \ 4.5:12• ¢,� • ® CONFORMS TO DESIGN CONCEPT d' 'Y to ❑ CONFORMS TO DESIGN CONCEPT WITH i' F2 4) / LLI REVISIONS AS SHOWN LL ` , ❑ NON-CONFORMING-REVISE AND RESUBMIT Ce THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE • WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 16'-6112" FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 16t.1" �_11" BY Michaela A.Petersen Date: February 10,2016 CT ENGINEERING INC 26'-0" 1 BUILDER: ©Copyright CompuTrus Inc.2006 POLYGON NW ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS 08/10/15 PLACEMENT ONLY.REFER TO PROJECT TITLE: TRUSS CALCULATIONS AND REVISION-1: ENGINEERED STRUCTURAL MB A DRAWINGSg�FIOORIALLL FURTHER 7-A GE AT GARAGE NH-KD GABLE OVER �NGINEER OF RECORD PLAN: RESPONSIBLE FOR ALL NON-TRUSS ' C1CDRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 7-A / AGE GARA af.HECKED BY: DESIGNER/ENGINEER OF RECORD TO DELIVERY LOCATION: REVIEW AND APPROVE OF ALL �y p r� 'SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. LI S v 11y 0.115'� - 1 All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.