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Plans (28) 1sT i I . -t \ \\j v C - Skt' ) Sect ciClo\s. t LEGEND: - ss SANITARY SEWER Pacific ----- II l-'E1 �' _ 1 I ` u I _11;_ so STORM DRAIN Desi Community Design PUEOTYP. � — ` — o� I r0 =J —w WATER LINE g -�- --- 12564 SW Main Street z a MANHOLE Tigard,OR 97223 - if 311.6 i i 304.5 1 [T]503-94i-94s4 � r' ■ CATCH BASIN ---- "" ,,�� , DATE -__---.-..._.� i 311`\�®t�' 60.0 1 ° � 8/31/2017 — t ——— — s. .— —___.. _ i /��f,. REVISIONS I (R�,' _,,,s-` _ ��`Y = � t �\. NO. DATE DESCRIPTION 0 ; � �� STREET LIGHT IIII -21.25'— �� —� / j 1'51A-1\ <;I�ff �' 2____ 1 // STRAW WATTLE PERIMETER A 4,, / f EROSION CONTROL � �` I11i -- - / NM+ FLOW DIRECTION ARROW x' VI �r �� x310 ��p I - STREET SECTION, SEE I ,° 1p 1 © CONSTRUCTION DOCUMENTS t I (� w 119 / I f r-- % - .. �.� :�:.. ..,-- �, :�, , ... er, .-z 4hat 0: : - ' ,, 5,880 5E ... BAC �, � �� SETBACK SUMMARY � BUILDING: o - I z w ' -) f 3.67 i • FRONT SETBACK: 12' E �� i b 5019AR 120' 1 - SIDE SETBACK: 3' :21 3� 1 FF=304.21 0/ o., , /i _�� �I I STREET SIDE SETBACK: 8' _ FRONT GARAGE SETBACK: 20' o __ �' 30 o /, FRONT PORCH SETBACK: 8' 1,----<"" 6.33' / y l REAR SETBACK: 15' "' „ / GARAGE ^` REAR COVERED PATIO SETBACK: 10' Q '—`-- H ! X301 h I' i—/— , VISION �� �C l� �� t CLEARANCE �- I i -- LOT COVERAGE: TRIANGLE `"PORCH`—/- -J / L- I 6.00' _ 3°A PUE, TYP.' a ' RIVER 3 _ El T 20.00' -` LOT AREA: 5,880 SF 18.00' _ TERRACE N - - _,- - ,1 =3Q5 -13.00'= - - • -_ -- -- "7- ---- r ` -- f 300.6 BUILDING FOOTPRINT. 2,364 SF EAST ''305 L r."7 COVERED PORCH: 312 SF A a 304.8 / r _ K /,/ .�► v± rf�� 1 a j A j o COVERED REAR PATIO: 0 SF za c$ leir i ` \ CANTILEVER LIVING SPACE: 41 SF 119 a - SS ( ( N\ SS; `v`. I SSS /: S5y c� ` 'S'- (2) YELLOWWOOD / f i \ WATER METER DECK AREA: 0 SF PLOT PLAN B CLADRASTIS r STORM LATERAL SD KENTUCKIA SD - su s0� i SD - TOTAL COVERAGE: 2,717 SF h _t� `�, '> SANITARY LATERAL o`,' a` 2 ---..,„.• 'q q Yy ^C' F, M� ^ ,-- 46.2 % SW SNOWDALE STREET 'r-f VVci ", - - IMPERVIOUS AREA: 3,180 SF 0 v 0 CD 2 POLYGON NORTHWEST (503) 221 -1920 c PROJECT NO.: 395-041 % 2S1W6 `� by Pl �1 TYPE: CONSTRUCTION 6:�@ LR i SCALE REVIEWED BY: PRE Ir LOT 119 (R-7, STANDARD) ; 4 g. U.9i-� _ 0 10 cn RIVER TERRACE EAST -; r. = ° _ SC Z 16617 SW SNOWDALE STREET 1INCH=20 FEET PACIFIC LIJMBERCDPYRIGHT2014 ROSEBURG FRAMING SYSTEM"' quality engineered wood products for today ls builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI DR I M- 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 ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. RFPI JOIsT i- GONTRAGTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD PATIO PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DE DEFLECTION I N CRITERIA (UNLESS NOTED OTHERWISE) START START 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: FRAMING FRAMING 40p5f LIVE LOAD HERE 7 'N HERE 5)SHEOARWALLS ROPER SUPPORT AT ALL 1 2psf DEAD LOAD RI J I R9 RI I RI _• SLEEP/NG AREAS: JD • J9A — - JD TN/5/SAPLACEMENT PLAN ONL Y. 30psf LIVE LOAD I;lThis layout is to be used in conjunction with 1 2p5f DEAD LOAD JD IIII .II Jq J9 I JD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: JO J9 - J9 JD Purchaser responsible for approving this 2151psf LIVE LOAD 1 J6 ,I I'. J9 J9 JD layout prior to any construction. psf DEAD LOAD ii i� J9 iT I JD _ JD Il J9 — J9 ,i i J8 R1 J8-Ilk. . :,, I J9Aill J9 JF) JD I,, I J9 J9 JCS ".,M erne 1 JD J9 J N � PKw :�:. .I' J2 II l• J2 '��w J2 Ai, , -1 R/'t J2 ��AII .wA, I '.J2 J2 _ Ir'���I II A.J2I J2 " h J J <.. !l ! 0 0 J2 J R 1 - "I 0 0 • J2 RPPI'BLOOKING PANELS YVITH BEARING NALL ABOVE fV M = ® 2x�oHvry aELory BE.H H.T.E. IL J2 R1 IFF I LV N I 1 I J6 _ J6 111 I JT - ...—_—._ �8 ------ J I TOBowroG BELO.. i ' ,..1 .41), SOLVBLOCKALL POSTS PROM ABOVE A� � o�rry aE orva�M oaEAa�a�ory POST ABOVE. J' 'ilk JO .�104. BEARING =i1 -1 1 -B1 J-T I- J, IIU IIII' , J6 II I — . J6 Jb Jb '— II. J6 • .lfi POST LOAD TRANSFER DETAIL .1 R� J6 N.T.S. J5 !!1 J5 JB1 I II - _- J9 1 R1 F'1 PORGH 1 1 PORCH I 1 1 1 1 I IMPORTANT./ J L REFERENCE INSTALLATION uPOsren 000lSKLH REVISFnIO1a1sKLH GUIDE FOR ALL FRAMING FL 1 4-4 1 1 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 1.1 A S CONFORMS X❑ CONFORMS TO DESIGN CONCEPT HrkP Material width Depth Grade Qty cut Lth Tot Lth 0 CoEsc„CONCEPT 51 RlgidLam LVL 3/4 1/2 1.5E 2 14 28 El CONFORMS TO DESIGN CONCEPT WITH 52 RlgidLam LVL 3/4 1/2 1.5E 2 10 32 LEGEND: 53 RIgIQLem LVL 3/4 1/2 1.5E 2 2 4 Paci-ti4umber REVISIONS AS SHOWN 54 RlgidLam LVL 3/4 1/2 1 53 1 10 10 OH —=HANGER CALLOUT 0 NON-CONFORMING-REVISE AND RESUBMIT 85 RIgiOLam LVL 3/4 1/2 1.5E 1 a e 8,vsR1 055 Rim 1/2 9 16 144 MILBRANDT ARCHITECTS® -SUPPORTING POST THIS SHOP DRAWING FIRS BEEN REVIEWED FOA GENERAL CONFORMANCEJ1 RFPI-203/41/21 24 24CCIMPANYWITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J2 RFPI-20 3/a 1/2 10 36 360 TRUS ® -POST LOAD ABOVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J3 RFPI-20 5/4 1/2 3 20 00 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J4 RFPI-20 3/4 1/2 1 1 a 1 a R -RIMBOARD J5 RFPI-20 3/4 1/2 1 6 6 MAIN FLOOR JOIST LAYOUT 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 OVER THIS SHOP DRAWING. J6 RFPI-20 3/4 1/2 8 30 240 LB -LVL BLOCKING By. MRP Date, 12/16/2015 JT RFPI-20 3/4 1/2 4 32 128 PLAN DESCRIPTION/NUMBER: 501 9 A JO -JOIST BLOCKING CT ENGINEERING INC J9 RFPI-20 3/4 1/2 10 26 0 14 140 SCALE: 1/4" 1'-O" CUSTOMER: POLYGON J =JOIST CALLOUT Jet 51-KG RFPI-20 3/4 1/2 40 3 120 PLAN DATED: 12/1/14 B -BEAM(FLUSH w/JOIST) Accessories NDR '-HEADER(BEAM BELOW JOIST) H 1 ITH017950-or-ITTh.5 5 DESIGNER: KAMI L.NENDERSON DATE: 12/5/14 B00-BEAM BY OTHERS PL 1 4-4 (MAIN) SHEET: 1 of 2 START FRAMING HERE 0 9-00-00 O 8-00-00 ® BM1 J V N V 6. V J V_ III V V ,M-_P__.®_._4....`-0 _N 41 1■1 N \ O S MOVE JOISTS +1- 4" TO L AVOID PLUMBING24" OPEN WEB JOIST @ 19.2"O.C. LL R POLYGON 1 19A (old 5019A) PL14-411 UPPER ® CONFORMS TO DESIGN CONCEPT 11/3/2015 ❑ CONFORMS TO DESIGN CONCEPT WITH , r r- r n r H- V'0 Io REVISIONS AS SHOWN LL " LI LL '� LL E 'LL LL LL LL :LL LL LL 0 LL LL ❑ NON-CONFORMING-REVISE AND RESUBMIT F51 F2&F28 Products THIS SHOP DRAINING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIOtID Length Product Plies Net Qty WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE co M M CO CO CO M 0 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE LL LL LL LL ILL LL LL �LL BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 By: Arnold A. Solomon Date: November 6, 2015 p yBEYGm••4-IN BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 CT ENGINEERING INC LL " BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 2' i s I I BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 ®m p, a _n_ _s�_a_�_��_�_ sL_A-�_s_�L_sL_ _ _ B E28 F28 ❑ C--T-19 -rr -eP--CT -v--o---3--I--T-V .12W2128 s'3 .,� '0 / ❑ �BM6� NON-CONFORMING-REVISE&RESUBMIT 14-09 N N N! Q "' L' U. ACCESSORIES QTY -^F w F30F28 F2&�F28_F28 F28 F28 F28 F28-F4299F28F4R F F, e Biw1s '—'— ' HIT424 64 By_MILBReA�NDT ARCHITECTS g �o N' 2X4 DF#2&BTR FOR RIBBON 194' U F01 0CA O LL __ ®__ �1 BK1=BLOCKING FLOOR LOADING CO ID ID ID CO ID ID CO 00 ID m m IDY112 __ 40 LL 2 LL LL LL LL LL LL LL LL LL LL LL - l M po MI, RM1=RIM BOARD 15 DL I0M1�a Neal ,i- REFER TO STRUCTURAL PLAN FOR ADDITIONAL I�l POST TRANSFER BLOCKING M - N 1•.1 LL LL LL IL LT. LL IL IL LI Ii Ii Iii LL AND SHEAR BLOCKING REQUIREMENTS. .'MII F03 ' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 0 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I 17-04-090 , LL F28, F28 F28 13-'D-150 zelk_ -2L.4_=___= =___,, 7;�rn---'-ala, rn rn `o I BM' 411LL aLLLmi.: LL0L_gyF_ Zi_ LL - . ® m F28 F28 F28IF F40 F28 i� ri.-` -'ill /4' F30 F28 F28 ,1,F41 F29 Iw --_=- '-I 5-00-08 DO NOT: 1, Loosen, remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifiatumber SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 N ❑X CONFORMS TO DESIGN CONCEPT X I e F n CONFORMS TO DESIGN CONCEPT WITH T REVISIONS NOTED //w� ElNON-CONFORMING—REVISE&RESUBMIT 11'-5 1/� WITHNCE THIS SHOP DRAWING DESIGN CONCEPT AS EEN ONLY VI ANDD FOR DOES GENERAL NOTRE RELIEVE THE / .. IF I 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. co 4:12 By Alexia Fukui Date 8/12/15 __ MILBRANDT ARCHITECTS - Q CONFORMS TO DESIGN CONCEPT J D CONFORMS TO DESIGN CONCEPT WITH a. .. Ah ` p REVISIONS AS SHOWN J 0 NON-CONFORMING-REVISE AND RESUBMIT I / THIS SNpP DRONING NIS BEER REVIEWED FOR GENERAL WXFOAtWNCE \\\\\\\N \%;\\\\\ 4 I I I\.•' 1 I 4 ' °4 , NITN.E DESIGN CONCEPT ONLY MO DOES NOT RELIEVE THE FAAAIfAiDA1VENp0A Of RESPONSIBILITY FOR CONFORM/ICE WI.THE MWIN DESIGN DGS AND SPECIFICATIONS ALL OF NNILN NAVE PRIORITY i OVER.15 SHOP DAMIIXG. ._ ev,MRP Dale 12/15/2015 (_nr CT ENGINEERING INCXL L J r � CD 40.1 6:12 1\\\\\\\\\\\ \ N 1 1 I 4. E , gr. et / , / 7.\ C.) /\e3 4 y ,1 / / ! \ / , , / \ 1 , / !me 11:1' 14:12 I 14 12 kg! i. � ''(A - i .-. H Y �__ 2, • ` _ vCO 1 ii 1 al- 7 / Co LL a ,At , A V 20'-51/4" 13'-111/2' 91$' .l 15'4 314" 50'-0" r ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/25/14 PLACEMENT NLY.REFER TO TRUSS CALCOULATIONS AND ENGINEERED STRUCTURAL Miri` PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER INFORMATION.BUILDINGO -T aim um er 5019-A POLYGON DESIGNER/ENGINEER OF RECORD PLAN: DRAWN BY: REVISION-2: TOTRU RESPONSIBLE FOR ALLIO NON-TRUSS TO TRUSS CONNECTIONS.BUILDING �,ry DESIGNER/ENGINEER OF RECORD TO k 5019 / A CHECKED BY: REVIEW AND APPROVE OF ALL Q_ TRUSS COMPANY DESIGNS PRIOR TO CONSTRUCTION. fi[ # DELIVERY LOCATION: SCALE: REVISION-3: „ 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.