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Plans (114) HSiii , ©057(e, /7264 S60 61,- r- LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN I Omi7�tu�it- -w WATER LINE Desi�1� ® • MANHOLE 12Tigo a Main III CATCH BASIN IT) 503-942-9484 /ii 1�Y� DATE: 1/5/2015 li _ ,-��— — — \ W \'- ® 0+ STREET LIGHT � ��� i REVISIONS J��'�`��� � �` STORM LATERAL STRAW WATTLE PERIMETER NO. DATE DESCRIPTION .� as ��"' 6 _ , \ EROSION CONTROL I S G' ,NITA LA Ex' G2 20.00' ��'�� TRACT Z .......:—_-_ ' ` STREET SECTION, SEE 26.00' all CONSTRUCTION DOCUMENTS i. °• _`�--off SS �. 10 e S SANITARY LATERAL N SS O / ~ 30..0 . 300.3 v 1 v. — °— _ ° 32.0' �- it _ ° SETBACK SUMMARY � ." �! SIDEWALK _ , \ o �"�� 1 I 1 ---- ---L- - 1 I 1 �� lo, 300 A. FRONT SETBACK: 12' III I 3.00'— — I I3.00' 1 PUE ' ` SIDE SETBACK: 3' 111,ftwar171 r , I I I 1 STREET SIDE SETBACK: 8' l I , I I GARAGE 11 ( I I 1 cn REAR SETBACK: 3' I I ;, , I i I I I 1� I I PORCH SETBACK: 8' I _„:, I I I 5 ' I ,! I 1% I 1 Ilik \ I� _� �� 3.00' I : 1 I 1 m �r. P I $ GI 1 �� tir Alk 73 • o P .I I/� I 45 3.00' —� 2,288 SF �I I I I m 302 t ° 1 I 1 HR FIRE I BUILDING: 7A f 1-HR FIRE ;I /I,> ' \ �'\ m \� ti LOT COVERAGE: o ` i RATED EAVES : 1\ 70 f r RATED EAVES I FF= 302.84 1� I C I I I 1' ° () [ I I \ 1 \ 1 1 1 81 \ , 1 I n .1 LOT AREA: 2,288 SF M 30s�o ,91 °��t I I`' 11 i �I 11} '. �-..` r" RIVER x ( �' tt L _I I I -I}' BUILDING FOOTPRINT: 1,309 SF . i' L— — �; L_ - ' PORCH' L`Tcr — I 'j ��� TERRACE I, _ ILI I ° 1 1i L° °. --°rI 12.50' 8.15' 1, L r ° 1 } 7/ COVERED PORCH: 85 SF �8' 1 �_ _ 1 I;,{ 'Ip • I I ' 304 NORTHWEST �3 — — — — — — — —'�_- __' ISM //` ;t CANTILEVER LIVING SPACE: ' 0 SF 32.0' 302- -- 303.4 t' o 11 } 301.7 304.----<> _ i\ ' I COVERED PATIO: 0 SF r.: 1 11 iiC TT ?' r TOTAL COVERAGE: 1394 SF PLOT PLAN TRACTAA t/Iii 60.9 % 1 1 :\ I �� IMPERVIOUS AREA: 1,613 SF 5 i • U .i••I 1 0.1 1 i �r �Ii /i 2 RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARD 2S1 W6 Approved by Planning PROJECT NO.: 395-037 Tree CONSTRUCTION LOT 46 (R-12, SMALL) Date: �/'(p o SCALE REVIEWED BY: PRE /0jp RIVER TERRACE NORTHWEST Initials: I 0 S '° 0 Z 17261 SW GRANITA LANE 1INCH=20 FEET li . ?ACM LIMBER easar zmz =Rstauin - i These plans e1n t11c deal61n arc eopyrim%ea ta.der Federal L� Pecalc umber 91�R)B8>79d�1COQ _ ':`' ; - 'li Tl:e aro not Ile re-1:sedw In Da Goteborg 2oi2 PGj•':p,:i':..�:.:i;' J. sacnenr,...s ud:Ok a part,udfllotR uaittsnprtei►alaR fromPaiciFK 4+..:ber � S. _ P ' +�^ '1� .. � Gooq■mt Wach rewns copytyus ro..nd oamr,Np or cne piens ux of rxx plans by e'y ornc - . re..<.........,� tea...-. otirr Hila ratll7c Weber (t� eaRres strlety prantbtteaun.uH,orized,ae or t .. }�c� �■ tel/ �i i se p.t .piens,,Ndr ::,,.l¢:te.rmder the ipnd h Ad. face Bab mwuth het ether RECEIVED � � �-�7'{� tlVl�. _ ��i - ae+mltles of tbWs20PG0 ptr mark 41fri1:gea _ ...__..._ ... .. _-.... ... F.r_ . Rtstr� • itrft4:ne4and}700ppD Prr erork t..lrlRgedulW>la. , ...; .. .- RFPUO1Sr FEB 0 3- 2016 . '° , CONTRAGT..,.'".......... ....�-, CITY (� ''`i t,� c 1 ER ALLFRAMING.F� COMMONS nits 6NFi.00 Y6TEr rtAS L/I{ 6{OF t//°� j1^i�t..t I'4`i y�''��p 9 2)ALL FOOTINGS PER DESl6NER'S PLAN DINED TO MEET OR lard teneeea:PA:a 5WitI3fARa6NNLAaOV! • POST LOAD TRANSFER DETALL BUILDING 1„ &.�.° 11 l `+-'?4�H 5I 3) EAt-6 PER D tf(UNLESS NOTED E 5 PLAN DEFLECTION GRRERIA (UNLESS NOTED 07NERMISE) OF L/450 _ xra KT.. 4)USE C•AU'T10N 1"NfEN CUTTING FOR PLUMBING FLOOR�'� • 5)PROVIDE PROPER SUPPORT AT ALL 12pLIVE COAD y r S 1 Zpsf f MAD LOAD 6LEEP#J6 ARE45s BOpsf LNE LOAD I I _ - 1 2psf DEAD LOAD ROOPL.OitP/NG, 25psf LIVE LOAD 17psf DEAD LOAD • • - RI R1 1 45---' • _- - >alvam enlnags PATIO _.._ t -... ._-_ -- PL12-147(MAIN) _._.- PATIO POLYGON 7A { '-- =d9-____ - -}, Milt MatCM81 rildt6 Depth Spade tatty Gut U. Tot LtR _._____.-_..._..-... -.—....__ +-�_ FL1 055 1 3/4 9 1/2 4 t b 34 .- _.. 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II 1¢4 -- --stfi h tr 1de r rde mu:ta+w ar.213 : '$UIDEOR-ALL FRAMING - e y Jt^ p1 i CT•ENCaINEEflING INC DETAILS AND 1-JOIST INFORMATION R 1 1 JS— Jf tli R1 • START�'�r-•'E - 111 PORCH .._} � START FRAMING, 1 PORCH j FRAMINGi HERE 8t T R U S 3 'C'h'M P A NTLP6END: HERE •I 14AN6ER GJt _OTf -SUPPORTRd6 POST-...' • PLAN DESGRIPTIONe 7h ® - LOAP RD • oUSTOMER: POLYGON (MAIN) POST ABOVE . .R -- PLAN NUMBER 7A LB .LVL BLOGIQN6 PLAN DATED, 4/14/12 • PL 1 2—1 4 J5 ..JOIST BL-OGIrJNb._::__"_._.._._. . .... __....._..., .. - .- _.. -otez�.ar..MNS-. ^-•_...:__. aamror 4raeerrme ElYPI7E5/6NERe' 1 -JOISTC.ALLOITf.__..._._- _ _.._-. - - ts7oafeocsem Pe 5 ROAD 6 .DEAN(FLUSH w/JOIST) nlNceotrarsc wtaaalt 97oss ICAMI BELV400P HON -.NEADER(BEAM BEi.0Y1 JO1ST) MA IN FLOOR JOIST LAYOUT "°"°s'"`° 660-BEAM BT OTNER5 J DAMESeeatnueroa DATE: 7/28/12 5,114 Sri ..11/441.01f,..., fstn76}e_fssa • SHEET: 1 of 2 • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) 4 START FRAMING HERE ] PL15-264 UPPER 8/7/2015 zr Products 9 o6-o PIotID Length Product Plies Net Qty t RM1 46-00-00 1"x 14"APA Rim Board 1 1 �I RM1 28-00-00 1"x 14"APA Rim Board 1 1 owlF. RM1 17-00-00 1"x 14"APA Rim Board 1 1 — 6 I I. # s I- RM1 14-00-00 1"x 14"APA Rim Board 1 1 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 RM1 3-00-00 1"x 14"APA Rim Board 1 1 Si o tEo 0 0 0 - 0 0 0 0 ,LA- E o BM1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ,LA- 1.1.. LL " al u w BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 f r' BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-0600 1.5 RigidLam LVL 1-3/4 x 14 1 1 t T BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a i. $ i i M.b BM3 18-00-00 5-1/2 x 14 BIG BEAM 1 1 RM1 ate" ',3. s> [ ALL BEAMS AND CONNECTORS PER ENGINEER �ilIP. A W il F031 y�I i ACCESSORIES QTY F01 n g O TFI414 24 E F04 m O TFL1714 1 lia1 `' Cfre 1x14 OSB RIM FOR SHEAR BLOCKING 30' C> HU412 13 Foe FOE I r • F06 I _- -- an.BLOCKING FLOOR LOADING FosIIlliallMIE RMI=RIM BOARD 40 LL F06 - .I 15 DL I •' REFER TO STRUCTURAL PLAN FOR ADDITIONAL FOE POST TRANSFER BLOCKING II AND SHEAR BLOCKING REQUIREMENTS. FOE I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN tql Fd7' 4 r. I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F06 I F07 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA • FOE I inamm, is,ceafrartrarro ormai comfy/ , c? "*"':'"1"--.47:"""T:-. 1 0.',`.m , ....,,, a MiIoYANDT bXCXti:TTS I t F09 Ei';. F 5 F O)Xk�RMS TO DESK'CON'�FT F09 a OS � �` =`i„ �` -- - CON�CRNL�TO DESIuN CONCEPT WITH — 1 FOB �- _ - REVISIONS AS SHOWN 114-...,-•.,---T----�.--- ---. ��@ _.._. .m.,,,... 0 NIN-;ANFORMINI-REVISE AND RESUBMIT .( ••,.•,..'_ ?!Cs REP AMIE ME HER DEEDED r;"..MEDAL IRE/HAa..E IIt1( ETD sE DEEM=WE RLN RE MS A ELEEF 71_ DO NOT. ES ELDWRIAP:OF WESSEL'S FA SWEARS ICS RE 5-07-00 MIS SPAS SC I/I/Ra ALL RID ME.n:L:tt CDS TAI RD//JAIL I//NILES SAL REM Al IIRD/lS. Loosen,remove,cut or notch IDA L Eaton "'Em a be S.2° any part of the open web joist. CT ENGINEERING INC L _ Pa ifi amber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET &. TRUSS COMPANY SHEET 2 OF 2