Loading...
Plans (2) ILA 270 &VJ t igcre^ Mie., :9cs-nut: `t�s 1 LEGEND:ss SANITARY SEWERacsp STORM DRAIN unity Design I —w WATER LINE 12564 SW Main Street MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 1/23/2019 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION F EROSION CONTROL ir- IP-- -... SW 169TH AVENUE --� = ss • ssr DETACHED MIN. SETBACK SUMMARY STORM ' PLANT (1) STREET TREE: PORCH SETBACK: 8 1 LATERAL '_ JUNE SNOW DOGWOOD / BUILDING SETBACK: 12 SANITARY s' IN CORNUS CONTROVERSA • SIDE SETBACK: 3 — t LATERALLli MMO trM - SIDE FACING STREET: 5111511=1111i i // l\ WATER , \ PUBLIC STREETS: 8' METER 5 ALLEY/PRIVATE STREETS: 3' 'd � � £ i. t k k 60' 1 `=- REAR SETBACK: 15' %284.4 284.2 —P.U.E. SIDEWALK 36.0' 1 REAR SETBACK AT ALLEY/PRIVATE: 0' „, n--_._ _ ` �;�,. 1..�.®..����< ....��.�.. ,, _ _ REAR COVERED PATIO: 10' r:>11 ----- GARAGE: E —_2 6----------- —_ —1--- —_ i PUBLIC STREETS: 20' E a - L. -2 7 — 18.o. 2�.0' I 1 — _ ---1-- — ALLEY/PRIVATE STREET: 3' 5' - 1,-1-4,— -z=--a _ —= _=________ _ - .. . , li A - 01 11, o 11 — - - -289- - 1 H - - - � M j i- 29 = --r-.H $ I i 7 ` ' ,— .' ; — i PORCH al r'– 1 ,. o �– LOT COVERAGE: co CV #�, BUILDING: Iill �; ;� POLYGON w 2610DR I l LOT AREA: 2,880 SF _ II - AT ROSHAK N 6.0' .� , 4.0' 2 BUILDING FOOTPRINT: 1,309 SF 3 / 28 I �l l RIDGE r I i 2,880 SF I i " .-- 11 FFE: 290.8 ; r ,� COVERED PORCH: 85 SF O 7GFF: 289.5 II 0_ I1 I , i I CANTILEVER LIVING SPACE: 0 SF -c __o _.--- i 1 �� I COVERED PATIO: 0 SF GARAGE LOT 28 -- I DECK AREA: 0 SF Q PLOT PLAN o --' �; i If, , ,1 TOTAL COVERAGE: 1,394 SF E I! — — H__I __ — =--i--- I-_ !- - -1I c- >►- 16.0' 48.4 % c 36.0' o 289.5 5 p 15 1 289.2 3.0' TRACT B P.U.E. 1 0 1- o 0 c L POLYGON NORTHWEST (360) 695-7700 CITY p Qlip a CITY OF TlGAR® PROJECT NO.: 395-010 O A TYPE: CONSTRUCTION Approved by Planning SCALE REVIEWED BY: CMH LOT 28 (R-12, SMALL) Date: `P1 I ( 10 co CASEFILE(S): POLYGON AT ROSHAK RIDGE Initials: S� g. PDR 2015-00002 1 INCH=20 FEET z PDR 2016-00002-00006 14270 SW 169TH AVENUE ROSEBURG ,D'd k o.� ase PACIFIC LUMBER COPYRIGHT 2013 OS URG FRAMING SYSTEM � � �. 1 quality engineered wood products for today's builder" M 9 :=m ' SOUP mass ALL These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. / p LVL/ _"""_ ill �j� 7g7241.-1,--..0,.... Co plany.may not be recopy or sto.and whole or part,without written permission from Pacific Lumber RIGI®LAM LV RIGIDRIM• Gom an which retai s co ri is t „°0„' p„, , y, n pyPgh o,and ownershipp of Che Tans.Use of these tans by any other P P OeR 0ETIZTe"fin'sproduct su Iter other than acific Lumber company strictly p �� .:541:F ;,^°',°^" 444 1 a these eCopyrightAroringes unauthorized use or ROSEBURG FOREST PRODUCTS ROS G FOREST PRODUCES copying of plans,Infringes rights under the Act.infringes face liabilities that include \- / snow roPPOSTABOVE s penalties of up to$20000 per work infringed,and$100,000 per work infringed willfully. ���lit! e4�RFPI-JOisr ��`• 'I1`i +¢as�uRc FOREST PRODUCTS IP' f:1 Mala lb \ CONTRACTOR NOTES: DE5/6N NOTES: 1)VERIFY ALL FRAMING GONDITIONS THIS FLOOR SYSTEM WAS = am...�=mawe-'" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR '' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELS MTN BEARING WALL ABOVE ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA NTS. Drs. (UNLESS NOTED OTHERWISE)) OF L/450 4)USE CAUTION INNEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS . 5LEEP/N6 AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25psf LIVE LOAD 1 7psf DEAD LOAD \ WHERE PLATE NAILING AT WHERE PLATE NAILING AT WHERE PLATE ENG AT EE SHEARWALL ABOVE SHEARWALL ABOVE EX EXCEEDS ONE ROW, EXCEEDS ONE A OO NE ROWW , EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING -f1O PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL PATIO AS REQ'D. AS REQ'D. AS REQ'D. R1 RI - PL1 S-255 (MAIN) R11-..-.P-. ...- 7 R7 R1 J9 - _ J✓3 R1 R.1 . ,,_.R 1.... .`,_..._ �- --- POLYGON 261OD >� ` -_. / I 1 R1 _ Mrk# I Material rildth I Depth Grade ION I Cut Lth Tot Lth / I R1 05B Rim 1 9 1/2 1 1 6 1 1 2 Jb--_-------- -_ N _�.L,.._,.._._ __�_ ___..... _ _. .___. ._.__.:-y J 1 RFPI-20 1 3/4 9 1/2 1 lo 10 . _, 1'Iq'1 I J2 RFPI-20 1 3/4 9 1/2 2 2 4 V J3 RFPI-20 1 3/4 9 1/2 1 8 8 --i JS — O O -i --- i J4 RFPI-20 1 3/4 9 1/2 1 1 8 18 I�, I _ J5 RFPI-20 1 3/4 4 1/2 1 28 28 — L — — - -�- J6 RFPI-20 1 3/4 9 1/2 15 26 390 �J�FQ _J�I�r B1 RgidlLam LVL 11 3/44 9 1/22 1.5E 1O 18 �8 V ...__._..--_.___ ___ .�t-._16._. .__.' . --.AL._..._ _ I... Jlh-_.__.._..�'. ._-16._ __ ___ J 52 RigiOLam LVL 1 3/4 9 1/2 1.5E 1 25 28 t I' •I 0 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 Iv L.•, sd--,'—' =---�.—� iv JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 B IT -.--- - _ ---- - - -.__-� -..._..---- — !-_...------v--. -....._-- Accessories No 0 R11 \Jb _R1 R1_ �R1 N1 ITHO11950-or-ITT9.5 16 Jb EV rt I EXCVVHERE PLATE EEDS ONE ROWNG AT �ry I''iiJ{7.::..._ .._....—_ �__ K 12'O" Jb.. n SHEARWALL ABOVE 1 i PROVIDE ADD'L BLOCKING 1 4'-0" - - - 7 OR WIDER RIM MATERIAL -:,-- \ - f _ _ AS REQ'D. J5.4 _ I \ -61 R.1 - • I J1 IJb 1 II 1 1 'l I 1 - 11111 I I 1 7inr 7r 7r YI• 1-ir -r-1. r-1-r PORCH I I PORCH 1 u 1 J1 I J 7 _7 J R1 IMPORTANT! _ Si_______,_ � I_I B, REFERENCE INSTALLATION START R1 } I, R1 1 1-- 1 R1 NN START GUIDEFOROI5 FRAMING FRAMIN R1 R1 DETAILS AND I-JOIST INFORMATION FRAMING HERE 9-1/2 RFPI-20 9 1 9.2"0.6. 9-1/2 RFPI-20 6 1 9.2"O.G. HERE WHERE PLATE NAILING AT 1 LEGEND: WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE �H ---HANGER GALLOUT EXCEEDS ONE ROW, EXCEEDS ONE ROW, • Pac�f mbar PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL SUPPORTING POST OR WIDER RIM MATERIAL • COMPANY AS RE 'D C Q AS REQ'D. & TRUSS ® -POST LOAD ABOVE R =RIMBOARD 0 CONFORMS TO DESIGN CONCEPT ' to CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-9563 LB =LYL BLOCKING _ REVISIONS AS SHOWN I PLAN DESCRIPTION/NUMBER: 261 0 D JB =JOIST BLOCKING El COW OR.TOSOSWMCORGPP 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON • J =JOIST GALLOUT xevwCON viu os To m NCO"�'w`SR THIS RIR MINS Ras EEEN REWIRED FOR OVAL COFORDYCE PLAN DATED: 9/23/1 3 ID NOM WMWRmNxe-RrzmsRFsusua 5,1TH 15 DESIGN 51501 MAY AID 055 NOT RELIEVE THE 8 =BEAM(FLUSH WI JOIST) FAGPIDATOR(r5RGOR of PLVM,SEEILITY FOR CONFORM=RION 1RE HDR -HEADER(BEAMBELOWJOIST) MAIN FLOOR JOIST LAYOUT ;,o-.r.,r PERGNDRae±AFOleOhsC±COWRA su!L E±u:ALLP1*1,11 EWPDESIGNER: KAM/BEL{'VOOD DATE: 11/12/13 PER 51 5 EDF=RID CDR rio'a 51i4L!VERIFY ALL 1,1151ICNE. BBO-BEAM BY OTHERS SCALE: 1/4"- 1'-0" rY��PlubP"RW w A eek 9/22/14 51: Team R.Eaton Dere:September 19.zm< FL 1 5—2 5 (MAIN) SHEET: 1 of 1 Rm MILBRANDT ARCHITECTS CT ENGINEERING INC I ❑ CONFORMS TO DESIGN CONCEPT POLYGON CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN NON-CONFORMING - REVISE AND RESUBMIT ❑X CONFORMS TO DESIGN CONCEPT PL13-291 UP H ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEW;' 43° ENERAL CONFORMANCE REVISIONS NOTED 14 WITH THE DESIGN CONCEPT ONLY AND it S NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILI Y FOR CONFORMANCE WITH THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIOVERGN THIISASHOPSAND DRAWING. CONTRACTI SHALL VERIFYFICATION' ,LL OF WHICH HAVE ALL DIMENSIONS. WITH IORITY THIS SHOP DESIGNWICONCEPTBEEN ONLYRANDD FOR DOESE NOTL COFRMACE RELIEVE1HE PIotID Length Product Plies Net Qty FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM 1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I CT ENGINEERING C PRIORITY OVER THISSHOPDRAWING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 _ RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM 1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 €1B 1-07-03 0 - BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 BM 11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ® ® rl BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 For uu__r.' MIME 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 cC. ° BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 19-05 00 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 ly J BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 • F07 O II F0IIII6, 00 E BM3 P Z F_05 2111c _I Q < BK1=BLOCKING El Q Q J O RM1=RIM BOARD .11111111w' -•I > 5 Q Z ACCESSORIES QTY � BM4'fiM. .ill ' Q 0 12 II O I W Ct I- ® TH017140-2 43 IL 11 •F04 9 . A _ © HUCQ1.81/11 6 11 I I „ (/) lb d o _• Q 0 �_ co '1x14 OSB RIM FOR SHEAR BLOCKING 28' F04 I° 0 Q < Z LU mIp F ;; �I�I Q Q SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN II FU4 *�� ;� z Q HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 J BM311: 4 m=ss. W W - W FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA - 1- 0 J B Mil 11.---- F02 MIIIIIII) < 0 0 W FLOOR LOADING l , 01 1 I F02 1111111111111111 ,-- a W Z 40 LL J Et tY > 0 •0 15DL I ")3 I m0u1 2 o . P . Q co 12C 19-03-12 IIS II ° o . ') a CO1 2 ° 1P oJOIST WITH RIMm�=___ � t � 4111.E., . . F12 MILJIM F11 re 91 w WVIIL F12 F1I Z 1 — ' , ..[ —a,— mit .:_ --- BM9 F11 1] PacifkLumber° 'II 0 �� F01 II co & TD I V I C J C COMPANY --- as - . IC J RMI I. E.) -0 co N � Np .0... I- r'nCO..a -c a. o o - r � CD ob b � � 0 2Z Zm0 ai o 2 Z Z m ? — -o Z 01 0 1MS Z O 56'-0" rn I Z ■-0" 1Q®-0" 3T-6" 16'-0" z 0 0) oun 1 3 " rn ? ha N a r 011.1.14 ss AC , I r I I i' e ' - 1 IL I I . I I I AI Ji Q , . y c c c 6 cn cn t m 3 \'—. x ■ _ J� i m Z Z Z ° — I I •• I i 1 - IPo _. w N m 1 .,iirin• rk,). r•A ! : / e e e AK . tetp IS J1 __ J2 — " J6 �2� ; v 3 o m��o n vim. ` a in���Orn ym co ■ AJ3 1111011b.. a _s ■ a mmm,zzmo-n o A ■� v Jg ® w m* `4m�Azzg32 - ___ __X._ ; . CD AI - I n ommo�mz w z< AI a o c�� ��m AJ3 !I= Ji 1%.1 .. : . .41) - 3 zmm�zzoPmozm `- x zxzoc-fwmmxc_mo 111 1111 . CP - ►,4I`I IMI, z ���0 J1 __- I—I—I— - 4: , EEL J o w 9 G9 A) + ®6" 16'-0" va P CI) •- CONFORMS TO DESIGN CONCEPT `" XD CONFORMS TO DESIGN CONCEPT n CONFORMS TO DESIGN CONCEPT WITH o ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN REVISIONS NOTED n NON-CONFORMING - REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT n THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE n 3 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE O a FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE cr c DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY .o �, PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ). By Alexia Fukui Date 9/22/14 z CIO ^' M I L B R A N D T ARCHITECTS By: Todd R. Eaton Date: September 19, 2014 -` CT ENGINEERING INC l J