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Plans LEGEND: "if/ r6 —00/ ss SANITARY SEWER Pacific 17311 S 10 (TzGc-t_ 1-(A-€0c- SD STORM DRAIN Community Design w WATER LINE 12564 SW Main Street O • MANHOLE Tigard,OR 97223 J •a o. a .4 a— —. — - o -. —.a Q — — .o -a- Till 503-941-9484 ■ CATCH BASIN o - DATE: 12/30/2015 + STREET LIGHT REVISIONS D2 TRACT K 1 c:scpc:),c)_ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL 20.00' 26.00' 3.00' 261.1 — 3.50' 260.9 STREET SECTION, SEE PUE CONSTRUCTION DOCUMENTS ?, — L — — — ' 34.0'— — ~� ©I I '— - 1 - - - - ��' ' 1 i SETBACK SUMMARY 1y ( I; I ? GARAGE I I I 1 FRONT SETBACK : 12' 1 — II -- l' I I 111 I I SIDE SETBACK: STREET SIDE SETBACK: 3' 8' II 1* i I II I , I 1 i r' 1i I REAR SETBACK: 3' I I * I IPORCH SETBACK: 8' I 1 1 it I it 1 75 it I II I I 76 4.00' I II 2,703 SF 1I 1 a 4.00' 74 II 73 o i 1-HR FIRE Ii , BUILDING: 7A i ; ;n' II i 1 - , I RATED EAVES FF= 261.4 II / ° ' 1 Q iI I $ I —��' i LOT COVERAGE: r--- '1 I I s __ 1 I SII �I I I ti _1— II ft LOT AREA: 2,703 SFPOLYGON AT — II I � PORCH ,III I Ii – ° PUE ° rte — ° BUILDING FOOTPRINT: 1,309 SF 1 120.00' 1 I _ WEST RIVER SIDEWALK 15.65' 111 COVERED PORCH: 85 SF TERRACE 4 o '` n — CANTILEVER LIVING SPACE: 0 SF pNi- 34.0' o aQ .a. 4 o a a a ®_ .. CV o 260Lc) .6 '^iIN N COVERED PATIO: 0 SF cr. 1 N �-/ N � — `—� ' r L�1" I MAK `^ DECK AREA: 0 SF c.„ 260 �/ ` , LOT 75 WATER METER • TOTAL COVERAGE: 1,394 SF PLOT PLAN M ss ` — ss A. ss ss, ss M. SANITARY LATERAL 51.6 % o ei_ 34.00' / �—STORM LATERAL 2 Is aS aS aS r— as I IMPERVIOUS AREA: 1,578 SF EL- PLANT (2) STREET SW JEAN LOUISE ROAD o .V TREE: 2"CAL. 4 /v,vr (..- YELLOWWOOD/M 260M M O �is. CLADRASTIS o –�._�.r KENTUCKIA , o I o . o a o I ,. � _ 0) POLYGON NORTHWEST (503) 221-1920 CITY , TIG�RD PROJECT NO.: 395-029 �� "by/ Planning TYPE: CONSTRUCTION2S1W6 REVIEWED BY: PREN SCALE LOT 75 (R-7, STANDARD) Date: S/'/ ,a 20 ,45 0 POLYGON AT WEST RIVER TERRACE Initials: , LS 17349 SW JEAN LOUISE ROAD 1 INCH=20 FEET Z . • PACIFIC MIER COPYRIGHT 21112 'RSJ5t 8 2FRAMINGSYS EM Tnese plm s and the designs are ,4 Y etig r*E.Ted Wcoy radueJs t4rlddov sQv f LO4'n,°"".a-.o.e - The ens not be re-used cr rig d under Federal Law by Pad Lumbar COagary 2012- ��i Ta Nay copied,In while Or part,without la-etch pone from Pacific Lumbar ._... 11111:141411 ��� IV eautrs ae:e.. Compehy.rr9Rktl retains copyrights to,and ownership of the Naha use of these ns ... . - . ..r.LLee..eee:2au rata tvt Rt�raRwt JC� ,..........z...„.. nssae..a..-..ra copying of the than Pacific rC.ompany ae/Prone ted.Unauthaticed weer ]j1F B seri . �! I \`,i4�� �+eAwpxs .P ..IhfrJnges rights Na Cap Act Infringes face tlabEtfes that include 1 .A � � >1 0Ft*Paer,PeR7301.s`". - _ _ \ /� \�'� ema-.a.os,.ee•.e orrtaltles Of de to 520.000 per work udrMged and s 100,000 per nark infringed u1fu@L ... � -!!Illi • -• RFRI`J .. • �„ /i cONTRAcrOR JVOTE5r ...7.",,...5.10.0. v� NNQQgg r...r« 1)VERIFY ALL FRAMING CONDITIONS THIS FLOORSYSTEM PIAS "'"' ""^ """ 2)ALL FOOTINGS PER DESIGNER'S PLAT OE516NED TO MEET OR (UNLESS NOTED OTHERWISE) E)cGE£D THE LIVE LOAD DE7RGTION CRITERIA erre aKa OC6FM0L5NENBEMae1GLL ABOVE . POST LOAD TRANSFER DETAIL BALL BEAMS PER DESIGNER'S PLAN E 2P V430 NTS. 34.7.3. NTs_ESS NOTED OTHERWISE.( 4)USE CAUTION WHEN GUTTING FOR Pf.UMBING FLOOR� '�' 5)PROVIDE PROPER SUPPORT AT ALL ADLOAD SHEARMALLS 61..fJrA4V6 AREAS+ 50p5f UVE LOAD = I 12p$4,DEAD LOAD I` L� 'POOPLOAAlW6: 25p$f LIVE LOAD }\\ 1 7 pSf DEAD LOAD t /f Sy / Fi \ I R' R1 \\ R T---13 -.-JO'-- 1 13000330170310.5 PATIO ...._.----__._..._..... • ---- --.- .-.._..: .. .--------'—^ PA710 PL 12-7 47(MAIN) A POLY6ON 7 --�a14, �,1. -..-- _ II Mrk Material IdthGrade ' •w 1� :' R1 a O5S RIm I� 9Depth City ' 16Lth Tot S 2th li [f' ........_.� .0 RPP'I-20 1 5/4 9 1/2 10 25 250 tv V ,_.,3� t "1 J3 RPM-So 1 3/4 9 1/2 2 23 56 II J4 RFPI-20 1 5/4 9 1/2 5 262 110H L - �{ ' - J Jb RFP1-20 f 3/4 9 1/2 2 2 4 J 1.1✓ _ J7 RFP-20 1 3/4 9 1/2 1 18 16 JD RPPI-20 1 5/4 9 1/2 4 4 16 ...-----.-------4-42_=„=., ...--•,- ta J y _-^y J� Y �^ 51 R4Lam LVL 3/4 9 f/2 1.5E 2 14 79 QI3I 52 51-K6 pLVL 1 3/4 9 1/2 1.5E 1 8 6 'el H JB 1 BLK6 fPPPI-20 1 1 3/4 9 f/2 19 3 5'7 p: JB2 BLK61.15 LVL f 3/4 4 i/2 /5E 2 3 8 _.. --a.-" .__- ."_.-_".-_....-..---"_._._..-_.-., Accessories O O 141 ITNO I/950-or-1T19.5 6 101=1.111111111111111 if-. 11 ,14 IL Si maM6fapfWlOpI92R el -MIN 0......1r a- �Kaarioi rw w ....4-Sabi_ -- .--� „TM,- _ p NILi/AIDT ,14C8IIE(71 ® mTFOR STODEVICO11PT } 0 COI TO DEM COI EPT#11S MISIORSJS glen ,4,7=====04 r - —. J ._. '--- 0 NOIFOD(IF94wN6-Ac'YLSIMOMEM' 11 Are am Moo OS 1E0 IMOD re Walk comealmt _...-� -.......".... 4 ..___... sv - ._•__....___._ _ .. .. __- I+� 1ilxaf�ap/1'da4i I1+3k��1 W1 ' AP 1390 10" 13 1 J 2 �T - -- - - T j ism umt3 A91 a.D13afp•00,01E OVE MOI , IMPORTANT?' g — `a f et an AVM t�pn°"'w 'nmr Aa aumas.; REFI^ft!~NGE INSTALLATION xP 1W 1.tae ma:1aNM x.x5 GUIDE FOR ALL FRAMffNCY CT EP�If1EE11XNG INC in PETALS AND l-JOIST INFORMATION l START�- Jl I l Ji— D - i�L .� START a FRAMING ^ i PORCH I I off I ^ FRAMING �� LEGEND: HERE 1 1 I / I HERE :CP M PA NY I I , / I & TRtnlSS . • I H -HANGER GAL.J.OVi' I I 1L A J ® .. .. PLAN DESCRIPTION: "IA -SUPPORTING POST'"- ® -POSTLOADABOVE._._.._ . ..._ ..... ......_..... • - CUSTOMER:. POLYGON (MAIN) • + ..R -RS-'IBOARD • PLAN NUMBER 7A LE -LVL BLOCKING, • • PLAN DATED: 4/14/12/ PL 9 2-�a'7 J5 -.JOIST BLOCKING._'- . . ... 13100544 0001e5 PERRY ROAD J -JOIST GALJ_OUT :-"...._.__-_....... ..-.- .�... _�. _" RENOOE P16CISVIVC EJWPDE5I6NERr' - >rO3rIfi60.0013017 910as 5 -BEAM(FLUSH UI/JOIST) ..-.. LAn (501)505-9669 fCAMI BELWOOL7 NOR -HEADER(BEAM BELOW JOIST) • MAIN FLOOR JOIST LAYOUT _ ,�. '" 7,�at„ �4- DATE: 7/23/12 550-BEAM BY OTHERS - • • SCALE I/4'.1'-17- ....... E 03MFb0.0RE60597093 15013555-9663 - SHEET: 1 of 2 26'-0" 4'-0" I 22-0" ALL HANGERS JUS2 U.N.O. GGE, — 6:12 6:12 co C.9 . , T1 e t4 7:12 , 7:12 ` Fc(2122"-0" Y , I r s Ev z 4' 2)I 1 7:1 I . N � U 15 7:12 1 I e 1 1 — R, ,0 ( 4( / D44) ra g gi r 44. 6 t, ) I p -I `-9 � r 4 4:1211:1 ri rip:7 � L 4.5:12 54 iii• to pi E2 14) / , F.,.. f 16'-01/2" i . T-0" 161-1" 9'-11" 26'-0" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 08/10/15 PLACEMENT TRUSS CALCULATIONS ANDNLY REFER PROJECT TITLE: ENGINEERED STRUCTURALin I REVISION-1: DRAWINGS FOR ALL FURTHER dim A 7-A GE AT GARAGE NH-KD GABLE OVER NEER OFDRECORDF' umber RESPONSIBLE FOR ALL NON-TRUSSIlli , 'a, PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING `c 7-A / A GE GARAG E'HECKED BY: DESIGNER/ENGINEER OF RECORD TO 4 REVIEW AND APPROVE OF ALL Q_ wr R U S DELIVERY LOCATION.• SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. fiC jCOMPANY 0.115" - l' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER S START FRAMING HERE 8/7/2015 Products 9-06-00 PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 El BD OM FLUSH WITHols s ' RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1L 1 RM1 17-00-00 1"x 14"APA Rim Board 1 1 ° RM1 14-00-00 1"x 14"APA Rim Board 1 1 L-jI -0.:-05 T RM1 10-00-00 1"x 14"APA Rim Board 1 1 t RM1 9-00-00 1"x 14"APA Rim Board 1 1 t 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 r L NNNNNN 'N N NNNN N BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 1 u. o 0 0 U- o ,Qct. o LL :o LL �, BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 1 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 A BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 N M 11111Mli Ir li Iw RM1 T ° ALL BEAMS AND CONNECTORS PER ENGINEER B I 0• w II F03 ACCESSORIES QTY II, - 1 F01 \Wa QA TFI414 24 I © TFL1714 1 cc F04 r 1x14 OSB RIM FOR SHEAR BLOCKING 30' RM1 RM1 04 ._. �� © HU412 13 I. 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ONLY AND CES NOT RELIEI0FDIIOE H DO NOT: RM11 FAB_NA ORIV NWA OF 5 IFICAT[ S1 FOR FOIMILH r E WI',TIE IYII DESIGN MIY Nu9 A4 SPECIFICATIONS ALL OF1`H Li1 FOE P:OAitt i 5-07-00 OVER THIS SMP DRAWING. CONTPAC 05 SHALL VERIFY ALL 50110NS. Loosen,remove,cut or notch 9,: Txd P,111M Date:September 00.20,5 any part of the open web joist. CT ENGINEERING INC Pacifi (umber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 14"OPEN WEB JOIST @ 19.2"O.C. 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