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Plans (27) t S � Oa`q&aS /V,$$i-20/L.% - 0459 LEGEND: ss SANITARY SEWER Pacific SD STORM DRAIN Community Design • _ j@j(( 1 ii a ` \I ' .•. I ---- --7-77+ _7 1 ��--' � -�- —w WATER LINE ,.. I4;a1'? ` �;� ,Z�Ti •�- ,,, T i.�,—.. ® • MANHOLE 12rgarSd Main ali..€agd� 6 �/1 11 `4XIMagagi ,. -� I I ///►►► 1 SW CALABASH TERRACE —SDS ■ CATCH BASIN [1]503-941-9484 jj G4, SD- i j 1 I DATE: 1/12/2016 I _ `, f 9 ill SD --L l hb TRACT j I STREET LIGHT 20 1 j ~I STORM LATERAL REVISIONS 1 \ 11 n tI : g Ij a.ID I Ill ,�h�' 26.00' SANITARY LATERAL , '$ j STRAW WATTLE PERIMETER NO. DATE DESCRIPTION o ) �/ __�S �� I g EROSION CONTROL ( �� n .v (( ! — 3.00'— 255.9 ,,----.----1—H---- v ! 1 1 ? 0 257.2' a j m .I0 STREET SECTION, SEE _ _ _ j „ /�. 7 % � _W _ k CONSTRUCTION DOCUMENTS I i 1 j b: - _3. . ___I^ A %-- SIDEWALK �) 1 1, 1 1 ° % ___--- r`— 1 I 1 � � �! 1 � � ;t ' o{� �i► —3.00' I I $ 1 r�j6� I �� __ l� PUE ; I I I g I j I ; II II SETBACK SUMMARY 260- 4:011 „•!,, 1 / GARAGE 1 , 1 V � \+,, Z i "— 1 i % ; 111 — i I� I FRONT SETBACK: 12' ( � (, I { , I I/ 11 , 1 ;I SIDE SETBACK: 3' ° (I ( N i w �',' I I p I� I / I. _ I I � I 1 STREET SIDE SETBACK: 8' ! ! "' C7 I, . I 1 I I / L_ 1 I I I II REAR SETBACK: 3' I I /I/ \1 r�II ID, I I, % �► `.I i I i PORCH SETBACK: 8' - — I I / —/1 1-HR' FIRE I J if l I. 5 I I 1 6 i1 RATED EAVES j_ i II � J {�' I i Io / 2,699 SF °' ( 1 BUILDING: 7BR t1I of 7 1 . Y I I x258, = I °° E 1 III r/ a I 1-HR FIRE i 'Id FF= 258.2 i 1 �I i 11I Ii ?LA I i RATED EAVES II I tj 1 1 In I N I i 1 I I .�\� j '-.I(I s — _----- I N /A1 I----i-'I 1 LOT COVERAGE: 04 n A4 �! Q .\ `" I I PORCH +I I I l If LOT AREA: 2,699 SF 14 RIVER j Itidime :�!�( 1:►op/ p 1�\ I- --`'�^�— I 20.49'—" - BUILDING FOOTPRINT: 1,309 SF I �-- 14.55' —__,1 L TERRACE t LLI ' 11100104111111.11111 COVERED PORCH: 217 SF NORTHWEST =m WATER METER - I . _ — a 9 t z�;z.9 . j -""� �— v ; I ! W / CANTILEVER LIVING SPACE: 0 SF c, i .„ = ' SIDEWALK _ 254 `'" p`Ji' 1 , , -= __---... ..-__-,„--_----.,---7 _ - - - - - - - - - - - — COVERED PATIO: 0 SF :(7-2.- li‘ 4mise co �� DECK AREA: 0 SF y t 1' 252 250 LOT 6 M \ I 0 248 TOTAL COVERAGE: 1,526 SF / lj 246 N 1 i, �__- PLOT PLAN 9'2 ' I 244 / 242 56.5 % ' tr r ° /� 2 4.„,y/i X51 /..,,,r�,�! _=�Z40 � r :1.*�� — IMPERVIOUS AREA: 1,399 SF �l \ f Ci_ v I CITY OF TIGARD c a RIVER TERRACE NORTHWEST (503) 221 -1920 Approve{ by Planning0 2S1 W6 Date: r/� II"S� PROJECT NO.: 395-037 ✓J TYPE: CONSTRUCTION 1 I- SCALE REVIEWED BY: PRE LOT 6 (R-12, SMALL) Initials., 0 ,0 20 -� co RIVER TERRACE NORTHWEST Z 13555 SW CALABASH TERRACE INCH=2°FEET - PACIFIC LUM6EREDPYRI6NTY�1Y ROSEBURG FRAMING SYSTEM'" ".Wd"" � 0. ,IJ ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. quality engineered wood products for today's builder- .0.m. The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber :m�„.a ""'„ soon BLOCK n�� Posrs MOH ABOVE Company. RIGIDLAM-LVL RIGIDRIM” "�;«,,, , � roeer,Rws EE�on. p y.which retains copyrights to,and ownership of the plans.use of these plans by any other .�."�E-,,. DSTn�L vauns"e�ocrsproduct supplier other than Pacific Lumber Company is strict! �� ,IIID PER neuale.r,.,rc" tP p p yProringes Unauthorized use ha on ROSEBURG FOREST PRODUC)S ROSEBURG FOREST PRODUCTS 'C%, ` ------- BELOW ABi.VENs penaltieoff up to 20. 00 infringes wortsundeedand$ 100.0 0 perInfrtngk.nacn ed willesyhat include � `� i sE�orr TO POST ABOVE. penalties of up to$20,000 per work infringed,and S 100,000 wOrK infringed willfully. � ���, �RFPI�JoIST ill RGaeuacTO Jam' CONTRACTOR NOTES: DES/ISN NOTES: 'd""'"°°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS F `�'.tio=N+M>"-,"""�, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR =++L�"=�+��«-�- EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) RFPistocKN6PANELS rviT9BEARM6rvAUAsovE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 MTS. NT 5. 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 1 I ROOFLOADlN6: 25psf LIVE LOAD 1 7psf DEAD LOAD R 1 __El --..te_ REVISED 5117113 Kia R 1i Jo R 1 PL 1 2-1 48(MAIN) ( POLYGON 7BG -- {5---' MrK R Materiel Width Depth Grade Qty Cut Lth Tot Lth --___--.. _ ___ R 1 O5B Rim 9 1/2 6 16 96 PATIO 1T PATIO J1 RFPI-20 3/4 9 1/2 4 16 64 ' J2 RFPI-20 3/4 9 1/2 10 26 260 -' J4 - J3 RFPI-20 3/4 9 1/2 2 28 56 • 'y�T+I I 1 h. J4 RFPI-20 3/4 9 1/2 5 22 110 ,4_____ - j { - — J4-----"- -- —� J5 RFPI-20 3/4 9 1/2 1 8 8 l./v:/ v J6 RFPI-20 3/4 9 1/2 2 2 4 J — --- — --- JI ----- ---17 1 J7 RFPI-20 3/4 9 1/2 1 2 18 1 J8 RFPI-20 3/4 9 1/2 4 4 16 i__`�� r O 51 RigidLam LVL 3/4 9 1/2 1.5E 2 14 28 L li J°. J 52 RigidLam LVL 3/4 9 1/2 1.5E 1 8 8 __ _62 = 26'-0" 22'-0" 4'-0" C3 (2214) 6.12 6:12 l CO C4 (4) is a. 6:12 a C2(10) N o gi ■ , 6: '2 v °7 c? m m wwzw iJ! , c."O>=U ` 1 I- ww�E N. ._ r - - — _ , 2 co OU U O N W f , 2vi woaN 16-0" W � • ' O F - ■ _., OmZ. . W W 00v N. u v o� N. o m 0 0 W 1z>-0 Q N Z Z = w¢Ia -- \\/: it JmaCDW W 0 ZO0ZZF_ ._ --G 0 OW - m�aaga, p� DO O ~ it z O LL Z1- 1-- O ¢ww0� a,Vf H ZO =ZO~= •XQ2 2 H Z zO�v�nCC ce Q O �U2�, Q m \.. 0 0 , U gzwa� J 0 O U CC Z ooi-zoy 4tivw q , X � m�C )\ I \ : . , . /� ® CONFORMS TO DESIGN CONCEPT W /r W d. ❑ CONFORMS TO DESIGN CONCEPT WITH W „ in REVISIONS AS SHOWN I I < bead .0 ❑ 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. L al By: Michaela R. Petersen Date: February 11, 2016 26'-0" CT ENGINEERING INC ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/12/14 PLACEMENT NLY.REFER TO TRUSS CALCOULATIONSAND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 1. 7-B NH KD INFORMATION.BUILDING DES RESPONSIBLE FOR OF RECORD urs erPLAN: DRAWN BY: REVISION-2: . . ROSPONSIBLE FOR ALL NOB-TRDSSTO TRUSS CONNECTIONS.BUILDING \7-B NH / B-NH CHECKED BY: DESIGNER/ENGINEER OF RECORD TOD Tdir D u C C C O M P A N Y REVIEW AND APPROVE OF ALL j 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. N. 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE S 8/7/2015 1 c Products 9-06-00 PIotID Length Product Plies Net Qty o RM1 46-00-00 1"x 14"APA Rim Board 1 1 o RM1 28-00-00 1 x 14"APA Rim Board 1 1 BM1I _ RM1 17-00-00 1"x 14"APA Rim Board 1 1 fifi-�— -.7 C—v— v v c —Tr-- - n - RM1 14-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-0 g 19119�� RM1 9-00-000 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"x14"APA Rim Board 1 1 . N N N N N N N N iN N N N N BM1 22-00-00 5 1/2"x 19 112"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL LL LL LL LL LL LL LL LL LL r1— BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 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 pm _ I�11■NnM �N .I PJ ALL BEAMS AND CONNECTORS PER ENGINEER � � ®conwxmz ro DESIGN CONCEPT r' F03 n N _,_FI 0 (_)C.i m eB� 1 .,,.,___ I F03 ,',F, - ACCESSORIES QTY a le 5aF o QA TFI414 24 � \P�/I F01 '! �,.�mss_` I -j MILBRANDT ARCHITECTS Q TFL1714 1 a F04 . 1x14 OSB RIM FOR SHEAR BLOCKING 30' bl F04 n.-. _ ®--- ® ® CONFORMS TO DESIGN CONCEPT © HU412 13 FOS .lig F09 I I E CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN F07 I I F06 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 1'. F07 F06 tl THIS SHOPDRAM%HAS N REVNESS FOR GENERAL CONFORRANCE !! TN HE E IGN CON EP N Y ANN DOES NOT RELIEVE THE BIO=BLOCKING FLOOR WADING o «< .... ACF CA CR,6EN 1'`R OF RESPONSIBILITY FOR CONFORMANCE IIT H THE 40 LL FD7 I 1 F06 GN[HEARINGS AND S,CI.OCATI N.ALL OF HIGH GAVE PRIORITY RM1=RIM BOARD OPER THIS SHOP NAKA VERIFY SHALL VERIFY ALL DIVERSIONS. 15 DL F07 =I I F06 . By. Mac5aela R.Petersen Dace:Fxsruary II.GOON REFER TO STRUCTURAL PLAN FOR ADDITIONAL CT ENGINEERING INC POST TRANSFER BLOCKING F07 III F06 AND SHEAR BLOCKING REQUIREMENTS. 7 F07 1 F06 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 'V F07 � MIL F06 9 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F07 jibI F06 Is I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I F07II F06 ° I F07 »�. a F06 <'2 4 1 N F07 FOB I.L FO5 IN F09 F05 JE., + F09 g FOS ■�I! F09 Aillik III I-` -III —_=- IRMir —. , - F08 .I IRM1i DO NOT: 5-07-00 , Loosen,remove,cut or notch any part of the open web joist. • Pacffiumber , JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TR U S S COMPANY SHEET 2 OF 2