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Plans (83) /7&v I J" ::h /7.57-7 /( -*et) 6 4, LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN Community Design W WATER LINE r 12564 SW Main Street ! MANHOLE Tigard,OR 97223 1 tr 1a�t����1 tilr�l�a. 270 268 11-41:C-C-i Wis es oe.�pwomm erar ■ CATCH BASIN m 503-941-9484 DATE: 1/5/2016 20.00'_19.00' D6 TRACT O ' STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 266.6 — 4.01, 266.2 EROSION CONTROL 1_ — — — 34.0' — — — — STREET SECTION, SEE 1 I 411:11 CONSTRUCTION DOCUMENTS ( I L3.00' 44'V — -- I, IjI I I IIr � :' PUEi GARAGE i ;I i i I I SETBACK SUMMARY , i I l i I l i i ' i i FRONT SETBACK: 12' I ii �; i SIDE SETBACK: 3' I � I I II I IIS, I I STREET SIDE SETBACK: 8' I REAR SETBACK: 3' �'' 6.00' —�I i 121 ' el J i I i PORCH SETBACK: 8' I I > 2,720 SF �i ;T 6.00 ( i .::::.... ,. ?3 i 122 BUILDING: 4A I / d i 120 c-o i i FF = 268.5 i ; I, E '– I /1 i, iI , I I I — II , SII r_ _ ILI _ , J LOT COVERAGE: N -- II i PORCH I Ir-- ti 0 �: 0 i i 25.51' 24.51' I �I L] o LOT AREA: 2,720 SF c 1t 8.00' �-__° I 4 PUE I �I — I POLYGON AT IT_ r,� ± 7 .. 266— 1-L BUILDING FOOTPRINT: 1,112 SF WEST RIVER SIDEWALK ���� ; W I — ���'���u� ���� -- COVERED PORCH: 13 SF - — - i ,, ' r 0. 34.0' ° 1 ;.; r .. - TERRACE �. 7 r 264.7 264.2 CANTILEVER LIVING SPACE: 0 SF -O O N O v, N. .�� O O N m — / COVERED PATIO: 0 SF V` V N .^ o `" ♦ `" WATER METER M i A1 �` � M DECK AREA: 0 SF N STORM LATERAL - LOT 121 ro TOTAL COVERAGE: 1,125 SF PLOT PLAN Q 'D >D I 5t 00,,, SD I SDPLANT (1) STREETB SW JEAN LOUISE ROAD NI- 41.4 % ° TREE: 2" CAL. 1) ( SS -I YE TREE: 2 OD / SS ��- IMPERVIOUS AREA: 1,276 SF c CLADRASTIS SANITARY LATERAL D_ o KENTUCKIA a- V f r . 0 � ) II Lr or mm0 I �'NVI mi N V 0 13) 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD % 2C ^M Approved by Planning PROJECT NO.: 395-029 S 1 W V TYPE: CONSTRUCTION 0, SCALE REVIEWED BY: PRE N LOT 121 (R-7, STANDARD) Date: (42Z 0 90 20 co POLYGON AT WEST RIVER TERRACE Initials: gcZ a 17248 SW JEAN LO U IS E ROAD 1 INCH=20 FEET ❑X CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2° O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE START FRAMING HERE I. POLYGON NW WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 4A PRIORITY OVER THIS SHOP DRAWING. 7s 77 -cc D7-T _7- , _- or-LTV -1:;_-_,.1 BM4 i PL14-331 UPPER By David R Burnett Date 10/24/14 ' MILBRANDT ARCHITECTS 9/25/2014 I ( I ( I <" I, Products o fI PIotID Length Product Plies Net Qty w I—c.. = O U — Z N j1 RM1 51-00-00 1"x 14"APA Rim Board 1 1 N ,a o �, C r C4 r l' RM1 30-00-00 1"x 14"APA Rim Board 1 1 m o w—. �1—w>.I ' 1 RM1 22-00-00 1"x 14"APA Rim Board _ 1 1 F- cn o w z=¢ o ��� � ,.L t �� � � it .. + + I RM1 15-00-00 1"x 14"APA Rim Board 1 1 - ¢ -,L) o + P' CC J O r-y CC RM1 13-00-00 1"x 14"APA Rim Board 1 1 a s z W°`o i! RM1 9-00-00 1"x 14"APA Rim Board 1 1 ¢ o o o W Q Z CC C RM1 80000 1"x14"APA Rim Board 1 1 0 o cn owe.¢ z i BK1 3-00-00 1"x 14"APA Rim Board 1 1 8 v 5 W 8 ,CO o H o f RM1 2-00-00 1"x 14"APA Rim Board 1 3 z w ( � � z � z � �z ��Q O I BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Li N o ¢} ;z co Ii BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x14 1 1 0 o czn z ,o a,�,o H Z z 0 0_ U j' BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O o us m I� CC j BM4 22-00-00 7 X 16 BIG BEAM 1 1 �j N 2 =zoo - o w l\�y) O M z z c8.¢ _ I a, BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 cc cc O O Z O o .-4 Z RM1 BM5 ACCESSORIES QTY O O W O o w v, , Z 1-00 00 b rr o ¢ a ti, RM1 TFI414 11 ) �i—�Z1- Li, 1 © ITT14 2 �❑ ❑ ~¢ U �rmcnw _ 2 r-�Q w> T z 1x14 OSB RIM FOR SHEAR BLOCKING 24' i ~ .._ o m { + FLOOR LOADING BK1 =BLOCKING Q J RM1 =RIM BOARD 40 LL J 12 H �; 1S DL QaFCC d REFER TO STRUCTURAL PLAN FOR ADDITIONAL a c� I+' BM2 I POST TRANSFER BLOCKING in -— .' i AND SHEAR BLOCKING REQUIREMENTS. Q o o w I i SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN w__ z U) cc 1 II HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. z co -j ' ql IA LI II FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA a v v w 0 41 �Xo O� wm 0J : : + I Im L =0 I]IX;,--r y 1 I + �I iz. JOIST WITH RIM 4. M I Eri Ylc, Pacifi F umber „ . ,,,,, _01, ,14 & TRUSS COMPANY 0 01 w r<1 k�r __I 10 al_ BM1 L — = RMI I ROSEBURG FRAMING SYSTEM`' 1 quality engineered wood products for today's builder'* PACIFIC LUMBER COPYRIGHT �/ —,I �I ws.ALLAITON GUIDE These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 1. RIGID LANILY L RIGI DRI EVE' soLID BLOCK ALL EaLBR BLOCKING Posrs ERon Aeove ro BBnRiNC Beton. �R rAaLEAON PER PEINSTALAL 10.BLOCKS maynot bere-used or copied,in whole orpart,without writtenpermission from Pacific Lumber F FOREST PRODUCTS OSEBUBG SOREST PRODUCTS PER PETAL t a.nArcN BEARING ABOVE. Co plans p Ros BURo a a `�II�/ BELOW TO POST ABoaB. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ��' �- product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or �+'/' �' � FACE Br s re copying of these plans,infringes rights under the Copyright Act,Infringes face liabilities that include F PI^JoIS 1 II_ / BILLER BLOCK L pK�l/` penalties of up to$20,000 per work infrinc,ed,and$1 00,000 per work infringed willfully. n:_V a0.QsURG FOREST PRODUCTS DBL I-JOIST GONSTRUGTION CONTRACTOR NOTE5: GES/GN NOTES: ,�a POST LOAD TRANSFER DETAIL THIS FLOOR SYSTEM WAS N.rs. N.r.5. 1)VERIFY ALL FRAMING GONDITIONS DESIGNED TO MEET OR 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN GUTTING FLOOR LOAD/NG: FOR PLUMBING J I I I 5)PROVIDE PROPER SUPPORT AT ALL psf DVAE DOOD 12 SHEAR WALLS 1 psf LIDEAD LOAD SLEEPING AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 2 5 p5f LIVE LOAD 1 Tpsf DEAD LOAD • R1 R1 ,PJ JV R1 J3 I R1 J2 1 R1 J2 — , J5 ..Z1 — 9l J2 J2 R1R1 JB L JB RiR 1 J2 R1 J1 [_,I r__I ,� J1 R1 PL12-21 1 (M/41N) j J1 IPOLYGON NW 4 ABG 11/2012 I II Mrk• Material Width _ Depth Grade Qty Lith Tot Lth _ J7 � R1 OSB Rim _t 1 1/2 6 — 16 96 J1 • ,.. 1 J1 RFPI-20 1 3!4 9 1/2 13 22 235 J2 RF rI-20 _ _ �1 3/4 9 1/2 2 16 32 U J JS RFPI-w 1 3/4 9 1/2 4 4 16 O J1 J 0 J4 RFPI-20 1 3/4 9 1/2 3 24 12 (2)JB 1 � .(2)JB 1 ry rll PI J5 RFPI-20 1 3/4 9 1/2 1 20 20 tr PATIO J52 Ji I J1 J52 PATIO 6 J6 RFPI-20 1 3/4 3 1/2 2 2 4 ® y J1 Si Si I J1 JT RFPI-20 1 3/4 9 1/2 1 12 12 Si RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 25 O _ J1 A r -r 1 J1 — N JB1 BLKG 1.15LVL 1 3/4 9 1/2 1.5E 4 3 12 E I 6 Jb _5 LL JB2 BLKG RFPI-20 1 3/4 9 1/2 15 3 45 IL -15 K , - EI J1 1 - — ry Accessories ry J1 1p I J1 H1 ITHO1T950-or-ITT9.5 5 R� J1 IL (2JJB 1,�,R II 2)JB1 J1 �1 J@}2 J 2 cr R1 1 J4 R I J4 R1 X❑CONFORMS TO DESIGN CONCEPT JI1 1 Si ❑CONFORMS TO DESIGN CONCEPT WITH J4 4 J4 .--I ,— NOTED J T J 1 B 1 0 NON-CONFORMING-REVISE&RESUBMIT START ISTART THIS SHOP DRAWING HAS BEEN SAVORED FOR GENERAL CONFORMANCE \ WITH DESIGN CONCEPT ONLY AND DOES NOT RELEYE THE FRAMING J1 H J1 \ FRAMING FABRCATORNENRSDR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN HERE \ DRAWIVOS,SPECIFICATIONS,AVID APPLICABLE CODES,ALL OF SUCH HAVE PRIORITY OVER THIS SHOP DRAWING, R1 J1 _ 1 HERE la J T .If32 Cv ` By David R Burnett Date 10/6/14 °� --i.45. y\ j v rO MILBRANDT ARCHITECTS 01 WALL d BLOCKING M\ / WALL.y BLOCKING �‘ IMPORTANT! ONLY FOR(A)PLAN WALL LINE WALL LINE ONLY FOR(A)PLAN , REFERENCE INSTALLATION FOR(A)PLAN OR(A)PLAN GUIDE FOR ALL.FRAMING DETAILS AND I-JOIST INFORMATION Pacill umber & TRUSS COMPANY LEGEND: � � WHERE PLATE NAILING AT SHEAR WALL ( H }—=HANGER GALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLAN DES: 4AB 11/2012 BLOCKING OR WIDER RIM MATERIAL AS ®/ =SUPPORTING POST REQ'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) PLAN NUMBER: 4AB 11/2012 ® =POST LOAD ABOVE 0 CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 R -RIMBOARD LB =LVL BLOCKING ® CONFORMS TO DESIGN CONCEPT WITH DESIGN FIRM: MILBRANDT 2-2 1 1 REVISIONS AS SHOWN -OUR LOCA77ON5- JB -JOISTBLOCKING 0 NON•CONFORMING-REVISE AND RESUBMIT EN'PDES/GNER: J =JOIST GALLOUTTHIS SHOP MACAO ABS BEEN REVIEWED FOR GENERAL CONFORMANCE • VAIN THE ENSIGN CONCEPT ONLY AND COES ST RELIEVE THE SALES OFFICES CONTRACTOR YARD KAMI BELIA100D B =BEAM(FLUSH ID/JOIST) FABRICATOR/VENDOR DF RESPONSIBILITY FOR CONFORMANCE WITH THE 59505"JEAN ROAD DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH IEEE PRIORITY LAKE 05WEGO,OREGON 97055 NOR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT OVER THIS SHOP MIK. CONTRACTOR SHALL PENIS ALL DIMENSIONS. (505)558-9665 By: T3WW R.E2t5n Date:September 19,2014BBO=BEAM BY OTHERS SCALE: 1/4"= i'-O" DATE: 10/26/12 CT ENGINEERING INC SHEET: 1 of 1