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Plans (114) /7C7:97/7 -->cc,�S 13S v � la ski ,-- � 1 % ./ i .t 4 LEGEND: �_ '_ Pacific /\ \ \ \\\\ ,:\ \ \1 \ \ \ \ \ ; ur ss SANITARY SEWER Community � � �� _� �- _ _��I SD STORM DRAIN Design N Ir' o , WATER LINE � �� _ 12564 SW Main Street \ bq , \ SW BEACH PLUM TERRACE \ An. � , _—_ MANHOLE Tigard,OR 97223 - f [T]503-941-9484 AIL' �— l _C' AA : ' ' wl—M CATCH BAS I N PLANT (2) STREET TREE: 1-s O r' DATE: 12/20/2016 2" CAL. HEDGE MAPLE/ 32.00 STREET LIGHT D STRAW WATTLE PERIMETER REVISIONS / ACER CAMPESTRE as —— cW ---- cx=x NO. DATE DESCRIPTION W A TER METER 54.00' EROSION CONTROL f ss 1.....7 -11,:—•ss 1_ STREET SECTION, SEE 0 SIDEWALK S \ - Ss CONSTRUCTION DOCUMENTS I v i i� ____i5=i \ .... .... } _-_-_--,-___-4-1„ - '--., __ _-_ 259-4 _o s � dp�,m,uu um - .wima of i ii ....... a r c / a a $ SETBACK SUMMARY 1 A v16.1 179 1 _ \ v � U� a���i��MP��.�a�+rc __ — 11 FRONT SETBACK: 12' 1— ...`,_t� ;..... ) 1 ---n--------- \�.—� _ `"=256 — — — 1 — — — _� SIDE SETBACK: 3' } 1 - _- -7-= — — -' STREET SIDE SETBACK: 8' 7 —I F--- — — —1 15.56' 20.98'1 1 f 258r — I- REAR SETBACK: 3' 6.00' -- I o-- ^ =--- --V' 1 I �— PORCH SETBACK: 8' I o� I PORCH a 11 PUE Y Iik--- I ,I t o 0 —_0 �i-- I I I' ---j E r----L� I I i 1 IIS r I ,'cs, ,� 1N 1 1-HR FIRE ; 1-HR FIRE 1IWII RATED EAVES1 I RATED EAVES ` II 1 1CV I I 130 SF oI 12 I LOT COVERAGE: 00 15 I♦I i 14 0 l 2,660 SF � I o I 11 11 o i /71:41°° � BUILDING: 7B 1 -..L.� I co: 1 i i FF= 261.0 — ;_I li i I LOT AREA: 2,660 SF RIVER N 1 3.54' I `N I I 1 it I BUILDING FOOTPRINT: 1,309 SF TERRACE LULU I I I I bo III I [ i 11 I I l 0) I I s 50' II--I►' - i I �I I 1 I I COVERED PORCH: 203 SF 1 � GARAGE : 0 I 3.00' NORTHWEST "' II r l I I I PUE I CANTILEVER LIVING SPACE: 0 SF 0 1 1 i I j j ti 1 I 1 / — -1--- — — I COVERED PATIO: 0 SF a — — ---- - DECK AREA 0 SF i 30.0' ' 16.1' 16.4'— — _ LOT 13 7o 258.2') TRACT Q TOTAL COVERAGE: 1,512 SF 259.4 Q 50 —..— ....�r ----.--_..3.00' —— 20.00' S PLOT PLAN N G4 SW CALABASH TERRACE STORM LATERAL 56.8 % 26.00' r h O —�— bI 0 SS —-- S -_...-=___J � S$ 6S _� _ —_ — —� IMPERVIOUS AREA: 1,763 SF SANITA Y LATERAL 17/ `\ b ,,,,=qd o P o lrI SIDEWALK --- - , _ _ _ _ ., , I o CITY OF TIGARD .- Approved b PI nning RIVER TERRACE NORTHWEST (503) 221 -1920 0 0 PROJECT NO.: 395-037 2SIW6 Date. 7 TYPE: CONSTRUCTION Initials: 1._S SCALE REVIEWED BY: PRE CO LOT 13 (R-12, SMALL) 10 20 RIVER TERRACE NORTHWEST 2 1 INCH=20 FEET Z 13540 SW CALABASH TERRACE SYSTEM- ;°...°.°7===.21=7.= PACIFIC LUMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM'" i quality engineered wood products for today's builder^ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. .M..x,dn,:ate Fwd ,I� II ��' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIG/D LAM LVL RI GIDRI M" wuv BLOCK ALL POSTS FROM ABOVE Company,which retains copyrights to and ownershipof theplans.Use of theseplans byanyother ""e"'" ro eeArciw eeLow. P y. •^^amu^•^^•• copying of supplier other than Pacific Lumber Company Is strictlynges liabilities use or ••Pw. _ , I �eR oerA�,a..,ArcH product P y prohibited. sure FORM vaooucrs uas�su�NUrar v¢onuers eeAR�uS AaeA or e�ocKs copying these plans,infringes rights under the Copyright Act.Infringes face liabilities that include '._, `� i,, ea.O5 TO POST ABOVe. penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. //IIMIi ' —RFPI JOIST -�,e � . VIII CONTRACTOR NOTES: DES/ISN NOTES: 'd'""""` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,;`w,;,q�„r,„,,«d,.�,,,, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .��v��s,.b...�n�m•�- EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPIBLOGKING PANE-5 NRH BEARING IYALL ABOVE POST LOAD TRANSFER DETAILOFL/460 (UNLESS NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NIS: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEP/NIS AREAS: • 3Opsf LIVE LOAD 1 2psf DEAD LOAD I I I =-- ROOF LOADINIS: 25psf LIVE LOAD 11 psf DEAD LOAD • R1 R1 REVISED 5/17113 KLB 5.1 , so Jcs 51 PL 1 2-148(MAIN) POLYGON 76C - -19 JG — Mrk a Material Width Depth Grade Qty Gut Lth Tot Lth R---_----_ 1 __ R1 OBS Rim 1 9 1/2 6 16 96 PATIO .rr— ---� -- �,.----- ---- -4f----�,n _---- PATIO Ji RFPI-20 1 3/4 9 1/2 4 16 64 I' J2 RFPI-20 1 3/4 9 1/2 10 26 260 _14 - J4 I ! J3 RFPI-20 1 3/4 9 1/2 2 28 56 I : I r_�- li. J4 RFPI-20 1 3/4 9 1/2 5 22 110 -- ---:1'k------ --- - —J+ • • - J5 RFPI-20 1 3/4 9 1/2 1 8 8 J�3---- ,}¢---- - .- -4. .:- I. 1 J? RFPI-20 1 3/4 9 1/2 1 15 15 1r 4 — 46 J8 RFPI-20 1 3/4 9 1/2 4 4 16 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 25 L JD 1 ' y& d" J7 II - ! _I 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 8 8 ----,,,,,,,,,,,A3,2,,,,,,•-•,- "t _-- ._--__-,- ---- `1' - '�_ J61 BLKG RFPI-20 1 3/4 9 1/2 19 3 51 i '• _ -162 ELKS 1.75 LVL 1 3/4 9 1/2 1.5E 2 3 6 .12 2-- ------ -- — U U -- - -Wit. O 0 i 1Accessories J2 P .12V 1•41 fTHO11950-or-ITT9.5 6 __-- I.-4- -- _1 • IR CONFORMS TO DESIGN CONCEPT --- --- --- 1 n n - - ----_- ----------- --- CONFORMS TO DESIGN CONCEPT J3 ISL ISL J2 11CONFORMS TO DESIGN CONCEPT WITH Er NON-CONFORMING-R.I.8 RESUBMIT R 1 I. K K R1 REVISIONS AS SHOWN '= I"`1-J3- N rt_ , 1 — - E NON-CONFORMING REVISE AND RESUBMIT • • THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL G ED:POLS e M I L B R A N D i A R(H 1^1 E C T 5 ---- 'r J2- - — = 6 B- - - - iITH THE DESIGN CONCEPT ONLY AND GEES NOT RELIEVE THE { _ J FABRICATONIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE -------- - - .' - -- ---------- - ------ - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF HAVE PRIORITY DYER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFYRALL DIMENSIONS. _ J.1 __, By: Michaela R.Petersen Date:February ii,2016 -4 -- • CT ENGINEERING INC i • - r • IMPORTANT./ 51 42J51 J21 `,_ _—___42 R1 REFERENCE INSTALLATION GUIDE FOR ALL FRAMING J1 11 "' - --------1,-- DETAILS AND I-JOIST INFORMATION 11 i _51 - rt — 1 R1 START / \ START Pacii \ umber FRAMING I— 1 1 '' FRAMING LEGEND: HERE 1 I PORCH PORCH I I HERE & TRUSS COMPANY HO—-HANGER CALLOUT I I I ® -SUPPORTING POST L J PLAN DESCRIPTION: 75 ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R =RIMBOARD PLAN NUMBER: 15 LB -LVL BLOCKING PLAN DATED: 4/19/12 PL 1 2-1 48 -01/PC LOGA770N5- JB -JOIST BLOCKING ' REMODELING CENTER: EfP DE5/6NER: J -JOIST CALLOUT 151005W 1300NE5 FERRY ROAD WEGO,OREGON -BEAM(FLUSH W/JOIST) LAKE (503)555-1663 91035 KAMI BELWOOD B NOR -HEADER(BEAM BELOW JOIST) TRUSS OFFICE ACONTRACTOR YARD1 BBO=BEAM BY OTHERS MAIN FLOOR JOIST LAYOUT LAKE 05WEG0,0REGON 11033 SCALE: 1/4^- 1'-O'' 5914 60JEAN ROAD DATE: 5/11/13 (503)553-9663 SHEET: 1 of 1 14"OPEN WEB JOIST @ 19.2" O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 imum Products 9-06-00 PIotID Length Product Plies Net Qty RM1 46-00-00 l"x 14"APA Rim Board 1 1 111 BOTTOM FLUKITY01111 JOISTS I 1RM1 28-00-00 1 x 14"APA Rim Board 1 1 EBM1I 1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 M •--. RM1 14-00-00 1"x 14"APA Rim Board 1 1 Q1 a-0'p 65 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 ' I RM1 9-00-00 1"x 14"APA Rim Board 1 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"x 14"APA Rim Board 1 1 BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 NNNNNNNN NNNN N'. 0 0 Io 0 0 0 10 0 0 0 0 0 o BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A' u_ u_ Iu_ LL u_ LL LL u. u_ u_ u_ u_ is., 9 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 ❑ "caM 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 , R ■N.I.NesLN.Li.iimIl r„limim I RM1I B 0 F03 a��k Date 2/17/16 I ALL BEAMS AND CONNECTORS PER ENGINEER m I' w a MILERANDT ARCHITECTS F03 i ACCESSORIES QTY I 2 F01CONFORMS TO DESIGN CONCEPT 0 TFI414 24 LJ .,J ❑ CONFORMS TO DESIGN CONCEPT WITH O TFL1714 1 C� F04 a REVISIONS AS SHOWN 1x14 OSB RIM FOR SHEAR BLOCKING 30' RM1Oati P 04 [I] ©NON-CONFORMING-REVISE AND RESUBMIT HU412 13 F09 --IN F05 THIS SHOP DRAWING HAS BERN REVIEWED FOR GENERAL CONFORMANCE �, �-. - WITH THE DESIGN CONCEPT CND'AND DOES NOT RELIEVE THE F06 F07 FABAICATOAIVENDOA OF AESFDNSIBILETY FOR CONFORMANCE WITH THE .�• DESIGN DRAWINGS AND SPECIFICATIONS ALL OF*ICH HAVE PRIORITY F06 F07 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. BK1=BLOCKING FLOOR LOADING By: Michaela R. Petersen Date: February 11,2016 RMS=RIM BOARD 40 LL - F06 I I 6 CT ENGINEERING INC 15DL II- F06 I I F07 A REFER TO STRUCTURAL PLAN FOR ADDITIONAL j >-.• y POST TRANSFER BLOCKING �- F06 II F07 AND SHEAR BLOCKING REQUIREMENTS. F06 F07 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I MEL r©®� . F06 JE- A�... F07 L>i, I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I • F06 F07 ., FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I - F06 F07I. MI . F06 IF06 F07 4 IIIIIIL F06 F07 M 1F09 F05 FOS lil cAllik F09I��.. FOS ' I;���.G F09 !■ FOS �jl -`I-Ijl 1: F08 �RM1� _ �_4 cc iTRM1i _ DO NOT: 5-07-00 Loosen,remove,cut or notch any part of the open web joist. Pacif .: umber JOIST WITHRIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS ', COMPANY SHEET 2 OF 2 26'-0" 4'-0" I 22-0" C3 - - 6:12 6:12 cc C4 (4) co RC1 , ', -- \ • 'aao 6 � - :12 C2(10, CNi 0 4x12 NI B4 - CO m wwzw U 16'-0" --- U O lV W J /N. ■ j y maw'p�¢ � J \ ... ,, J W z m _� -- - - 1 a 0. 0c„zo o = ti Z Z cW_n ��w m N O O W °p'o2 Q Z Z w¢J� C7 U' I w}m¢� CC B2 (5) tn Zzo_ . 0 G W Z W U d Q¢le C • co K O O � eg aW�oo Z of cn Z O =�o�= Q � z ao, x '� � � Z Z z�o�= Q DC O O � O z,-0,-,Luce m - - -t - u. u- — . ,p C0_`JZ az u„ J — - . .� .. O O W O �wO�SO 44°1 : .' 4; 12 a tv ❑X ❑ ❑ 1�u_oa m 02 ® CONFORMS TO DESIGN CONCEPT 'ro .4. W / . . / 7 ❑ CONFORMS TO DESIGN CONCEPT WITH W / � REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Michaela R. Petersen Date: February 11, 2016 CT ENGINEERING INC 26'-0" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENT NLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL ;,, PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER ,4,, 7-B NH KD INFORMATION.BUILDING T aDESIGNER/ENGINEER OF RECOR PLAN: TO TRU RESPONSIBLE FOR ALL NOB—TRUSS •^ DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING bA 7-B NH / B-NH CHECKED BY: DESIGNER/ENGINEER OF RECORD TOCOMPANY P N REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.11" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.