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Plans (105) /373-3 5t, I /VSr,2o/Co -- Cad LEGEND: —ss SANITARY SEWER Pacific — . I I-. . 11_,,___,I 1_, _'��__J_ —SD STORM DRAIN D� 1riLtl�it\' — —w WATER LINE 12564 SW Main Street © • MANHOLE Tigard,OR 97223 �6 C30", [T]503-941-9484 0A- 261.3 19.00' 20.00' O TRACT J d ■ CATCH BASIN DATE: 12,21,2015 3.00' 0. STREET LIGHT 4.00' 260.0 PUE REVISIONS um INNN32.0' — — STRAW WATTLE PERIMETER NO. DATE DESCRIPTION __ EROSION CONTROL / �j I f 11 _ all STREET SECTION, SEE I I I I '� iCONSTRUCTION DOCUMENTS ,/ / GARAGE It I — I I 1, I 11 i I i �� i , J r�I i*I SETBACK SUMMARY 1 1 I FRONT SETBACK: 12' I J Ij-' 1 SIDE SETBACK: 3' 3 41 3.00' I , 1 STREET SIDE SETBACK: ! A- I ,e 59 _ I , 1 REAR SETBACK: 3' II 1 bo l ! 58 ; 0 57 , l i PORCH SETBACK: 8' I co l o0 1-HR FIRE I / 2,560 SF 11 1-HR FIRE , lI I' RATED EAVES I 00 / BUILDING: 7B I 1 RATED EAVES • / FF= 262.3 �t 1-1 l J I 1 I O 11 1 t CL ; —1N J , N I N_L In 1 I C.7.3 I 1 ~ 00 I r� I . _ -43 I L1`_— I f. PORCH jl L ;D I it _600' ' -� • _r!1 c�-_{ LOT COVERAGE: PUE 262.6 20.00'�`_ I t 260.9 L o —— — —— 4.4.���! 14.56'`�4� — —— LOT AREA: 2,560 SF co A. �rPOLYGON AT ��ta• — — 4 — BUILDING FOOTPRINT: 1,309 SF WEST RIVER F- O ° I .° 32.0': , a ' • ,, W / �I I � ..�- PLANT(2) STREET COVERED PORCH: 203 SF TERRACE _ o . _ TREE: 2"CAL. 0) 1 IGOLDENRAIN TREE I CANTILEVER LIVING SPACE: 0 SF 3 WATER METER KOELREUTERIA LO ` / I l� rir ,r V —PANICULATA COVERED PATIO: 0 SF p A SANITARY LATERAL ' ? o N I STORM LATERAL 28.00' 1 DECK AREA: 0 SF — as I a� as ■■ as +s LOT 58 0. N / SW 172ND AVENUE W 1111111111b, w - TOTAL COVERAGE: 1,512 SFPLOT PLAN o l� in P 59.1 % ,. ,•. `91 ` in " ' , c IMPERVIOUS AREA: 1,860 SF a v CITY OF TIGARD CO 2 POLYGON NORTHWEST (503) 221 -1920 Approved 4b/�y Planning0 2S1 W6 Date• • / + T ( I PROJECT NO.: 395-029 O /� TYPE: CONSTRUCTION Ncr- Initials. ", f / SCALE REVIEWED BY: PRE LOT 58 (R-7, STANDARD) 10 20 0 POLYGON AT WEST RIVER TERRACE 13753 SW 172ND AVE 1 INCH=20 FEET Z t ...................7.......: PACIFIC LUMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM" •,...., These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. ver engineered wood products for 10dpy1S b1llltiBf' ,",,,--•,,, 4111114k). r .�� The plans may not be re-used or copied In whole or part.without written permission from Pacific Lumber -• roaraa�wc= Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI D LAM-LV L RIGI D RI M- 1 � -• �*� •mss products supplier other than Pacific Lumber Company is strict) 'IV 3E-.7..;,... ` raeoer AREA.v KM'. LAPP mp AI strictly prohibited.Unauthorized use or G copying of these pians.infringes rights under the Copyright Act.Infringes Face liabilities that include r' 7 � � n •'� BEAM.AREA ABOoers , ... ..., �� \� . •�^T�POST^•�"e penalties of up to s20,000 per work Infringed,and S1 00,000 per work Infringed willfully. :`:. .. L i / ' IIh . .... ,•,,,,,,� CONTRACTOR NOTES: DF-S/6N NOTES: +-+--w�..w,... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ...�...:°°..:,r,.r�-�--, 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD Rfrf aLA0KN6 rAl@.LS WRx 9EARa6 WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.TS. N.T.S. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: - - - FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS. SLEEP/N6AREA, 3Opsf LIVE LOAD 12psf DEAD LOAD IROOF'LOAD/N6.s 25psf LIVE LOAD 1 1psf DEAD LOAD R1- RA J8 -d8 E I r�vsEo 5917/13512 R 1 J>3.'-` -JS 1 PL 1 2-148(MAIN) '18 rsrk PAYGON Material Idth ,DC As H • ri Depth Grade Gt y Cut Lth Tot Lth ..... ...__..._ .1R]-........_.cF4. ......... _._..._.. ....._.. ........ I RI OSB Rim 1 4 1/2 6 16 96 PATIO PATIO J1 RFPI-20 _ ....... _. ..._— _ ::J4--_:. - 9 1/2 10 26 2606 1 3/4 J2 RFPI 20 1 3/4 1 � � I I ti RFPI-20 2 22 5 J3 RFPI 20 1 3/4 9 1 2 10 .._..... yI�-y1. _:-i(17 ...._ __ J5 RFPI--20 1 3/4 9 1/2 1 5 8 8 JB4-- 1r-1r _._J4 .__ _. \JJ—. __ __J ,..N 1 1 Jl RFPI-20 1 3/4 9 1/2 1 18 2 1 8 b J¢_ .. 7yjt 1 JS RPM-20 1 3/4 9 1/2 4 4 16 Jg--11Jc,- -- —'J --- ""' - yb .f& 51 RigidLem LVL 1 3/4 9 1/2 1.5E 2 14 28 ........... $? _ .1131 JB 1 -- _I 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 8 6 _ 171 �i U U ____ �___ JB2 BLK&R7.Bl LVL 1 9/4 9 1/2 1.5E 2 3 b, r 0 0 J Accessories _.._...... .. ... -,12.... h M - _ .. ...— ......... :..J2 � H1 ITHO1'195O-or-ITT9.5 6 R1 if ft RI 1 ri et 41... ...__... -J2 - J2 — _._._.__. _-----Ii-'12-—-__...._. . :.__ _______ -Ii-.42 — _ J2._...._ - " --- -'''---'- ELI 11 t ; $_ J `` R 1 J3 2 i JS 1 J31 6 J4 2 -F1 IMPORTANT,/ • I ._ __._Jsk.__.... REFERENCE INSTALLATION Ida— _ € GUIDE FOR ALL FRAMING I 1 - DETAILS AND I-JOIST INFORMATION R1 JB1 1'8' 1 Rt START J7 — \ 5TART P2PffiAI tuber FRAMING I FRAMING RAMING LEGEND. HERE I PORCH PORCH HERE & T R U SS C O M P A N Y 0___HANGER GALLOUT I I ® -SUPPORTING POST L - j PLAN DESCRIPTION: lBG CUSTOMER: POLYGON ® -POST LOAD ABOVE (MAIN) R -RIMBOARD ® CONFORMS TO DESIGN MICEPT PLAN NUMBER: TBG LB -LVL BLOCKING CONFORMS?0 DESIGN C^&CFFT WITH PLAN DATED: 4/1 9/1 2 PL 1 2-14 8 JB -JOIST BLOCKING REVISIONS AS SEICAV:tl -OUR LOCA�A,S- ®cnxwSrsro 1.5.1 WWII! 0 N.:N.CONF:U1JNG-REVISE AND RESUBM' J -JOIST GALLOUT ❑nw sO ...IR m aaaWES c�rsx EWP DESIGNER: MI5¶5 MEM IAS 5$5 IMBED F_+MED:i'DONN. 15900 sri 600NEs FERRY ROAD ❑NONNNN 3Nex:-REMECAumor 9Tx EE Fs:w 359 551 FS MES h11 AFLEIE„E LAKE OswEnsss-,sON 91055 KAMI BELINOOD B -BEAM(FLUSH w/JOIST) X".;:',' �., _...• mr-n-.� 31199ll09519Ibis':a 6191101157 Fs-I 59J11k¢E 3RN Ti (50D)D5D-9669 NPR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT TM 'Of"p"^"`a."M'.'ntage. 11991•"Jew``w SA-9��'�'1 u`1-a'»u,sa.4CO11 DM WS Sx�:arra. _owr:+ r;1 911»n R.I.O1aEx:l �.P.2241ss OFFICE&CONTRACTOR r DATE: 7/23/12 000-BEAM BY OTHERS SCALE: 1/4*-1'-O' Ar O.O:AA...raw O51 9/19/0 9/. 1939 A.MR 1e:s5:cean.r so.r 1e 599451'1 LAN ROAD MItFHRNDT ARCHITECTS CT ENGINEERING INCM LAKE(505)55611665 9109 (505)556-9665 SHEET: 1 Of 2 I 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/72015 I I Products L 9 -00 PIotiD Length Product Plies Net Qty 7 RMI 46-00-00 1"x 14"APA Rim Board 1 1 II RMI 28-00-00 1"x 14"APA Rim Board 1 1 1 t RM1 17-00-00 1"x 14"APA Rim Board 1 1 RMI 14-00-00 1"x 14"APA Rim Board 1 1 I_- C7c l .L5 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 a 1 RMI 3-00-00 1"x 14"APA Rim Board 1 1 N N N N N N CV N N N N N BM1 22-00-00 5 1/2'x 1912"Glulam(1.8E 24F-V4 DF/DF) 1 1 O. O. O O. O O. O O. :, O. O O u- u- .u_ 1 u. u. u. EL u.. u_ u-. u. u. BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6.90.00 1 5 n LVL 1 1/4ac 14 S S $ BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i i S BK1 3-00-00 1.5 Rigidtam LVL 1-3/4 x 14 1 1 BM3 18-00-00 5-12 X 14 BIG BEAM 1 1 I ALL BEAMS AND CONNECTORS PER ENGINEER M1 I O. F0311111111111 �{ II FO3 z ACCESSORIES QTY I i F01 M n cS Q TFI414 24 -.^^� . © TFL1714 1 $_ F04-- N : 1x14 OSB RIM FOR SHEAR BLOCKING 30' AM ,T F.' Q HU412 13 3 F09 IL FOS F06 I I ,,,,... b 4 I I .,,.._.. eI - I Imom 551"BLOOCING FLOOR I OADING F06 I ���� MM. MI-RIM BOARD 15 DL FO6 I F`0 IX REFER TO STRUCTURAL PLAN FOR ADDITIONAL p,- FOB I I POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. F06 I I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I FD6 Al. I 711! %�, ` SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I.•': ll c F06 v.. _.. _ -•_I :..__- '0� t..a.. .AI FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ® F06 I ® Ei TO saw m Ncort AoNF"e.a oN .WON te F06 I *4 ❑N"N� I 4 .au.Nn F"R...w .evAe A 4 NN.eNN..aR®N..eN>.a M F06 N »N ONMOT n•T .."MS ":.. a F09 �; � FOS w No... D. anus MILIIANDT ARCHITECTS FOG 4 ,_ .__. -PO5c % CONFORMS TO DEIGN CANaPT Y1TT H F()9 .2 1-b * ® COrFORMS TO DESIGN rArr.Fvr )/ • *..Nit. / �yjj REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE AND RESUBMIT FLffi MIS SW.BAICR ME SEM MVIREE F.M.CA CRFCRW EE RM1� IF NAa K mFE:IS" ` CT. DO NOT: aria asilis All NECK:AT7'A.SS EL IF MD IRIS IMICEITT 5-07-00 Ci'.R SME SRF MEEK. CFRFRA.C?OR S:11:FRiFT Pal LREMINN. Loosen,remove,cut or notch Ey i TNN"IEre.� .M Bae'a 7015 any part of the open web joist CT ENGINEERING INC I 1Pacifi mbar JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2