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Plans (112) es-ccq.J Q'� 1k"-yQi S�0, ?(\WS -, LEGEND: : SS SANITARY SEWER Pacific _ Community F7- --1 4— ---,1 - I ---7-1-, ----=C-7/ — — 1 -r,40 ;�r-� r SD STORM DRAIN Design �— — — —M - — — =Q — 301.8 S I!. —w WATER LINE 12564 SW Main Street 295.61 I 'Ii (1) KATSURA TREE / O MANHOLE Tigard,OR 97223 r �✓ CERCIDIPHYLLUM 30 1 m 503-941-9484 k 56.3' � .'.'... CATCH BASIN t JAPONICA DATE: 7/20/2017 — . �� 0101Ww :..�-__ MOI ,SIS 1 ,'�'"" 1 A REVISIONS I,, In'� ` NO. DATE DESCRIPTION ipi I IA Ilk '".vpsa M. o-� ___0_ STREET LIGHT M 31 X00 • ,14 ¢1 STRAW WATTLE PERIMETER _� 35.00' 1 yt, ' EROSION CONTROL k 8.00' 1 � 300 T"' PUE, 7YP. � ,� �♦ FLOW DIRECTION ARROW [,, i 1 * *+ � + STREET SECTION, SEE _ i �' '�` I" ilk0 CONSTRUCTION DOCUMENTS • • \- 11 rill'410v 10\ 94 ' ,, (2) GREENSPIRE .. ..... . .. _ ._ ; til 5,586 SF I i I 11 LINDEN / TILIA 2g$- SETBACK SUMMARY if 1, CORDATA FRONT SETBACK: 12' 95 i o I BUILDING: 5B I i •1 ' 04 'GREENSPIRE' SIDE SETBACK: 3 �, FF=294.41 I = I I / �i 1 2q1' STREET SIDE SETBACK: 8' Ea I I I 1 4,, �1 P FRONT GARAGE SETBACK: 20' v. I ! ; '� FRONT PORCH SETBACK: 8' . I [ I 0 ��.�Pi` REAR SETBACK: 15' O 4.00' I S^aim.job REAR COVERED PATIO SETBACK: 10' N , GARAGE j 11 ,..._44 MIIIIIIIIMINI,imom I I, 1 :_12.28 la ■. Q __ A F LOT COVERAGE: w6.00' z.....�r- --El .1 •sifter►'_, "' � Lu RIVER = PUE, TYP. PORCH ; ,n ,/, I o _° Alet.;plifts r. !p VISION ,err 1,., ��� LOT AREA: 5,586 SF 20.00' '� 18.50' , ACLEARANCE m TERRACE = 1 - — - - —_ — . I .�,. TRIANGLE w ,,� 12.60' Li �.'!'ar � I Q BUILDING FOOTPRINT: 1,800 SF o � — — ,�q7�\ ��r'! / v, g EAST ,' ML1WAILèk >6 vii IF) COVERED PORCH: 166 SF COVERED REAR PATIO: 170 SF "�' '+ \11 ,; I SANITARY LATERAL 2 CANTILEVER LIVING SPACE: 43 SF o All ✓ * WATER METER SS , STORM LATERAL y DECK AREA: 0 SF PLOT PLAN SW BIRDSONG STREET , m B TOTAL COVERAGE: 2,179 SF o ;D SD ' SD SD as - �� w w i w w II r�— 39.0 % ti - - D_ k / /I / a� 1 1 / 1 I IMPERVIOUS AREA: 2,675 SF U v i 2 POLYGON NORTHWEST (503) 221 -1920 CITY �I ��� PROJECT NO.: 395-041 0, 2S 1 W6 `� I T OF TYPE: CONSTRUCTION ° SCALE REVIEWED BY: PRE LOT 94 (R-7, STANDARD) approved by Planning 10 20 ,0RIVER TERRACE EAST Date: 3-Zj-ii Q 16749 SW BIRDSONG STREET Initials: 9:- 1 INCH=20 FEET z PACIFIC LUMBER COPYRIGHT 21:115 ROSEBURG FRAMING SYSTEM" =---"="-=" qualify engineered wood products for todavSbuilder- "°'�YIX ,,,,— ,,.°„°° ,,, These plane and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber Worts111101sotoa ZEE.` RIGIDLAM-LVL RIGIDRIM- „ ,°,,,, i�i rows Frzo„.aove company.which retains copyrights to,and ownershipof the lane.Use of theseplane byanyother - «ter-. roaenRuou ei, P R .E.°-,., , msrr.LLsounsx,',E product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROsfwrta FOREST PRODUCTS wassauva roaesr PVonuCrs ,I�I - ,,,�. eea oern�L,a e.o copying of theseplane,Infringes rights under the Copyright Act,Infringes face liabilities that include Py 9 9 99 �� -`` I� seLon TO POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. /�I�I �RFPI-JOIST .. ►lr� :iii%II� ROSEBURG FOREST sv° PRODUCTS (�' ` CONTRACTOR NOTES: DESIGN NOTES: °.,,-.°< 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .,.,a„„. ,.,,.„,.,, (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN CRITERIA CRITERIA RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED N.r.S. N.T.S. 5GALE: 1/4”- 1'-O° 4)USE CAUTION WHEN GUTTING OF 8 / FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER 12DEAD L SUPPORT AT ALL psf VA OD SHEARWALLS 1 psf LOAD SLEEP/NG r1REA5: TH/5/5 A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD This layout Is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all I I shear wall blocking placement and connectors ROOF LOADING: i FRAMING FRAMI I I Purchaser responsible for approving this 25psf LIVE LOAD PATIO /HERE HER— PATIO' ayout prior to any construction. 1'Ipsf DEAD LOAD R1 II II ill 1 __ ,,1 i„,,,,_ ,,, lmpr CONFORMS TO DESIGN CONCEPT -,-__.::_. _ ❑ CONFORMS TO DESIGN CONCEPT WITH III I! REVISIONS AS SHOWN _ II I J92R 1 .2 ❑ NON-CONFORMING—REVISE AND RESUBMIT — -- _—'I' — d� - + �LI• �' SII THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I°1 ( aI II WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _- --°- FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J __ T — _ I, lig _ _ R1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY II I Ii . A OVER THIS SHOP DRAWING. ,. .-._... - -•_ r ---J2 — By: Arnold A. Solomon Date: May 11, 2516 !' ,: MEI ii m� al T CT ENGINEERING INC - I I w --d-2- � 1 /111:1111 ❑X CONFORMS TO DESIGN CONCEPT �� W�I ❑ CONFORMS TO DESIGN CONCEPT WITH �'r $R--- Ii til IV ry a — v �. -' - 1 84 bt REVISIONS NOTED J ® ® J A A 0 NON-CONFORMING-REVISE&RESUBMIT _�,1 O O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R1 - I I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN __ _ = IL II DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE cc _ . AIIIII PRIORITY OVER THIS SHOP DRAWING. -- 3 = N” a - 55„....... _ By Jeremy Pfarr Date 5/11/16 o- __-_ = MILBRANDT ARCHITECTS R 1 1 r. J9 w R1,__ _ _ W 1 - r. • ,, J5 — .! . A II - II,I J2 ! �2- ,' ! Js J2 J2 __ I2 IMPORTANT,/ I REFERENCE INSTALLATION PORGH i PORGH GUIDE FOR ALL FRAMING I DETAILS AND I-JOIST INFORMATION L , ii LEGEND: acifi umber OH --HANGER GALLOUT PL 1 5-52(MAIN) POLYGON SB FRONT TO BACK WI,* Materiel Width Depth Grade Qty Cut Lth Tot Lth ® -SUPPORTING POST RI 055 515 1/2 10 16 160 & TRUSS COMPANY e -POST LOAD ABOVE 02 RlgidLam LYL 3/4 1/2 1.5E 2 16 22 62 RlgidLam LVL 3/4 1/2 1.5E 2 14 26 53 RlgidLam LVL 3/4 1/2 1.5E 2 12 24 R -RIMBOARD J1 RFFI-20 3/4 1/2 1 10 10 10515 SW ALLEN BLVD BEAVERTON,OREGON 9/005 (503)858-9663 J2 RFPI-20 3/4 1/2 12 12 144 LB -LVL BLOCKING J5 REPI-20 3/4 1/2 12 20 240 PLAN DESCRIPTION/NUMBER: 55 FRONT TO BACK JB -JOIST BLOCKING J4 RFPI-20 3/4 1/2 2 2 a CUSTOMER: POLYGON J5 RFPI-20 3/4 1/2 3 14 42 J -JOIST GALLOUT J6 RFPI-20 3/4 1/2 12 30 360 PLAN DATED: 11/24/14 JT RFPI-20 3/4 1/2 1 26 25 - --- - ------- - - B -BEAM(FLUSH w/JOIST) Jo 1 BLK6 RFFI-20 3/4 1/2 25 3 15 HDR =HEADER(BEAM BELOW JOIST) JB2 51_1.6 1.15 LVL 3/4 , 1/2 1.5E 5 3 1a DESIGNER: KAMI L.HENDERSON DATE: 2/1b/15 Accessories BOO-BEAM BY OTHERS H1 ITNolTaso-or-bras 4 PL 1 5-52 (MAIN) SHEET: 1of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 14" OPEN WEB JOIST @ 19.2" O.C. <START FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 NIRM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 ,=/ ° RM1 11-00-00 1"x 14"APA Rim Board 1 1 LI; RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 r, ;, _ BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 I BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 0 0 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 = = '•-s.- RC.-f i 4 g '�1-. BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1 M6 Mil IllaJa—— o ,� C> o A BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 mIII BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �,� BM 1 _��,-' I .tjii I BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ` `�� I I BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 c 5-00-0® BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 � 1y — m BM3 5-00-00 3-1/2X 14 BIG BEAM 1 1 Ic j BM11 4-00-00 BBO2 1 1 4 ' 1 0 N FLOOR LOADINC- -___ - N ,l _ _ — — — L --IBM5 n C,I RM1=RIM BOARD 40 LL II `�:� � 15 DL fir- -:- JT:.-= =11 $_: E-. p::$31h I 1 IN II � 11111 ACCESSORIES QTY O a TH017140-2 21 - , . © I1T14 3 1 : 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' © HUCQ412 1 ' I ILL _ i, 1 I ' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ' rI 7 „ REFER TO STRUCTURAL PLAN FOR ADDITIONAL °7 POST TRANSFER BLOCKING US'' -_ = AND SHEAR BLOCKING REQUIREMENTS. p 'HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.] WHERE PLATE NAILING AT 'FLOOR DESIGNED TO MEET OR EXCEED//480 DEFLECTION CRITERIA' ` ®� a • a '� TL=_ A -<.�:___ `- - - SHEARWALL ABOVE EXCEEDS ONE IRM1I I I IBM5I 'EM I ROW,PROVIDE ADM_BLOCKING OR WIDER RIM MATERIAL AS REO'D. —\' \ -) RM1 RM1 i ❑ CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT WITH JOIST WITH RIM REVISIONS AS SHOWN ®CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT - O CA NCDNCm"nr” THIS SHOP'[RARING NAS BEEN REYIEED FOR GENERAL GONFDRIHNCE PITH THE ED N CANCEFT MD'AND DDS NOT RELIEVE THE (24x36 SHEET) SCALE: 1/4" = 1'-0" "D SEA ,T BOOR OF RESPCDRTRADITR FOR L AGA N NGL ttDTS TSE Pac fi umber DESIGN DRAYTN u AND EPECIFONTRA:C A L OF VE CN H4 E FR.PITY .� - DYER THIS STAN DRAPING. CONTRA:JCR SHALL YER�rY ALL D.NENSiDN6. , SI:zn4 Sy: Todd R.Eaton Me September 19.2014 COMPANY By MILBRANOT ARCHITECTS CT ENGINEERING INC & T R U S S