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Plans (157)
/ 1,57) S 1-6 Acf1.v� /S7: o/6 -- Co'/79 i -- ------- Ir ' - ---1---— LEGEND: I ' I I . 7 -' 1 —ss SANITARY SEWER Pacific --r VISION ' TRACT Y Comm pit}: —SD STORM DRAIN • I : i_ CLEARANCE r ' I DeSi�IlITRIANGLE/ !/ 19.00'20.00' '" WATER LINEI ' j /eli) -,°' 12564 SW Main Skeet I asl 296.8 0 ® MANHOLE Tigard,OR 97223 IPPP RI 503-942-9484 Ij _ 15.T = — -- ■ CATCH BASIN DATE: 17s7m15 as I 293.8, I',jr -• STREET LIGHT I � ���.'� .�� I T REVISIONS v I I rc �q 1� 3.00' I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I i H / i PUE I EROSION CONTROL I ' ! I ' t I I I I STREET SECTION, SEE ' I I ( 1 © CONSTRUCTION DOCUMENTS ! 1 Iti 9 46.93' I / o as I N 1 � __ --J I 1 L__- SETBACK SUMMARY ' N 1r ' 1 I it FRONT SETBACK: 12' --t__I� I I I ( �I r i SIDE SETBACK: 3' TRACT Z I I / , i ;I STREET SIDE SETBACK: 8' I I r T L T iI 1 I I REAR SETBACK: 3' I I 1 1 ; I it PORCH SETBACK: 8' I ° , ! I I I / i I , 1 : i I I N .o I I 1 'I 1; I • as` i GARAGE 1 I 53 1 i __r-- w o 1 1_-i E — Z I , 1 , i _ I f a �I CO ' 4"'"0 4.00' I I I L / o I� 1 I a f z I I �* ;I 11 I i I ; LOT COVERAGE: I I ! 1 . i ---- 1 o c C7 0 ' 52 it II i J- i ,o LOT AREA: 4,070 SF ~^ I 1 RIVER I E I : \4,o7osF i 1 9- I r - N i ' as. I � BUILDING: 7A ,I 11 I _l� -fJ I j / BUILDING FOOTPRINT: 1,309 SF TERRACE N 4 FF= 300.21 i 1 /' W - I' ' 4.44' 1 i 11 I 6.00' I COVERED PORCH: 85 SF NORTHWEST "_' = VISION � II ti i / _ PUE � � 3 CLEARANCE 'i' 141 � ' , PORCH I 1 / /' / CANTILEVER LIVING SPACE: 0 SF rn L SIDEWAL ' TRIANGLE __ 116.76' ! . COVERED PATIO: 0 SF 1 /— 9.18 i / a. 1 !� I' �' ', is ;� DECK AREA: 0 SF Io ' fit �,/r,,i�f1298.5IfLOTco' ( �fildl �. '��' �,' 296.6 a ��� PLOT PLAN 11‘,� TOTAL COVERAGE: 1,394 SF Si i• ''I WATER METER 34.3 % -4/1)..._111 � 1,�i"��:��� STORM LATERAL 28.00' , � 140.01\„----- � �SANITARY LATERAL �-•- IMPERVIOUS AREA: 2,327 SF a OS v � �.a � ' SS Ti \ I.......---'--- cINI,- ss IC-3)1 A -5 . 10400011dilit Oil, CJ MR /N i S\11.1_:______-- -. S5 '.' CITY C'F TIGARD RIVER TERRACE NORTHWEST 503 221 -1920 , CI ( ) Approver` Pla Hing PROJECT NO.: 395-037 Q tT 2S1 W6 Date: /O// ice TYPE: CONSTRUCTION 1-, SCALE REVIEWED BY: PRE LOT 52 (R-12, SMALL) Initials: Irc 10 ° RIVER TERRACE NORTHWEST 0 13150 SW APPLE GROVE TERRACE INCH=2°FEET Z 1 ��.._�.....,_. • !=acs u COPYRIGHTzmz :RO SEBLIG FRAM ,+Gl'::'''.•.:•:::': = L'�� aw .-:.:..� � Tl/c••ORR end PR 40.181*are a 11Nrighte d under Federal!Law Eosins Limber • i�R,, 'lY,l •`,::.,. :. "::':;; --:.+ 1 sc..ne..xs,.e.. The pans may not be re-lased or in � Go1ePoAl 2a12. ''�°NY tffix.1B1tT@dM+c:oQ : __. "^'� ' 1.....--- r�e+a..wo+t copied, part-without from L+adW /, ._.. � �� r�r .wort G nw retainscopy.i stood ofihe Uxofthese ns nthar RIG DtANI-i: 'L t IGrQRim ..c —.-- t7,ee..a.ea-.ale p"`� L1peHSare opkr tram rarJHc LueYfcr t +vu9 sh ictl9 prof bita4Wuuthorized we ar _\• / - \ ww.,r..a.s.eec.a rlgntsr theF410 >•4?7?tJ'iTa - .ycv4olafoaezr..ao0:.vq• CenaGes aFl+P to•20,000 Dar roork infrhWed,and 3laOp00 PQ 1ew1'K M.f*w.-dwdM4pt �' [[ �j .. _�1� RECEIVED � • -R-FPI••Jo1ST 3 201E a -... CONTRACTOR 1407E1 0.25.1621 NOTES.- 1)VERIFY LL THE.FLOOR 5T5TE1.1 NA5 CITY OF TIGARD 3J ALL FOOTN6S PERDESIGNER'S PLAN PESKNP7 TO MEETOR PG�,7LMEµ _e NNLES:a NO tea OTHER/16E.) LOAD BUJ IDI NG I- j ii ri 3)ALL BEAMS PEFt DE5f6NER5 PLAN OF L/480 ;err aaOawrAlms RINeEAPMB.1LNLfaoVF NIS 4)USE GAUTIOOPOSTLOAD TRANSFER DETAIL vEPLEGT1oN CRITERIAxTa. N ru4nN GUTTING moon 1.0.412lH6= FOR PLUMBING 40psf LIVE LOAF 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAF 5HEARIIALLS 21.EE2.4316e412PAS, 30psf LJVE LOAD I I 12p5f DEAD LOAD ROOFLOAZ*W6r 25psf LIVE LOAD 1-709f DEAD LOAD Rt R1 iJS-- R 1-.yg .... I IB^- esvam»rnarea PAT70 ._.____._..._........-ru.-_--_ . PL 1 2-1 47 (MAIN) PATIO POLYGON 7h 1+Yk a Material RWtfl Depth blade GLy Gut La Tot Lth I I :1 R1 OF13 RLa 1 4 1/2 7 ' 16 1 12 1114: JlRJ1'1- 1 S/4 4 1/24 f b 64 --if)1 _- J2 RFI°I 20 1 3/4 4 1/2 10 26 260 r T--'d-4 • ---�:J ,- y t .13 RFPI-2a I S/4 4 1/2 2 2e 56 J4 Rfrf-20 1 3 4 4 0 —'-- __._._-_--__...._._ � { .15 RFPI-20 t S/4 4 !/2 5 322 13 L • T^BXF..._._ ..E1:1 18 ,� - 'll _ Jb R.FPI-20 1 3/4 4 1/2 2 2 4 }i(r --vl.1....,----I -"_—� _.-._-..-.._ _....-- •1'1-_ -- ___02--- --1 de RRPs-20 1 5/4 4 1/2 1 18 4 Ib 4 " e V - 61 R1gNLaa LVL 1 5/4 4 f/2 1.53 2 14 28 0 42 62 R1t11dL.aen LVL 1 3/+ 4 1/2 1.5E ! 2 8 >-- ------.=.4W2===. _____•-=„_...-•_ hid ntd .... -- JB 1 ELKO RPP1-20 1 3/4 4 1/2 T4 5 57 • 4132 ELKS 1.75 LVL 1 3/4 4 1/2 15E 2 3 6 _.-___.._...-.. ._i—_ _____.-._.._._.4 AG4asories J2 O O Ml R (TNOi7450-of- T4.5 S �t R N R1 .1 ' _...__. ____._.-.__.__-__-___}__ ____-_.______________.___._..___. t d 181 msasmaneasmart Iat -..,-.,-,--. ----..42.... —__ __—,�� ❑emvaee�"pweaimeswureormn --.-. - -- mie.°•".irw�n...w.a a-e.-.a t7 - R 1 C.wemi.oses-.M.a.e...m • 81. IM • \ .e.�.M..r.e..a.:m....i At e,1040104 w, eert.wr a-. vme — — - • 41113141144 AYC6I TFCTS • g comes To OEM CONCEPT .12 - 42 3 i 0 CDIEORLLTOMEDICONCEPTNNE . RT AS SHOWN . CI NON-ONIFOOKINS-RAISE NC MOM • ..._� _. __.._._ .. ..._.._..__......_ r...—_..... _. .. —_...�.,-_.__.__.__..—g__—._—� • DB RP MOM YeXX IOCeeEfXX a SLR!a VAX XXXR 1 ..�2 • ) R '�._ '- "-��-' faa7awtF�W eaowlFnsr.F1 taFeaaa CPI M : --, 1 9 . 1 .J 1 _ J[ 2 RI I -s to- tan'PRI• MT p1630 cam me frIXXXXOX XL Of Eta hi.TSNUCI.Mem t REPEREN E INSTALLATION - _ i . $ Id!t rata bet:POW*a Mt( r. ts. GUIDE FOR ALL FRAhftN6 -- 1 -- -sit CT,ENGINEERING INC DETAILS AND I-JOIST INFORMATION Jai • 14 1 • J1 ft PORCH f t I P�� , s. START� r TT 4 _ e �� START FRAMING I PORCH ft i # FRAMING LEGEND: HERE i j HERE & TRUSS . ,c.-„p M P A N Y I I /--� HH -HANSEN.CALLOWI J L. 3 ®J -5UPPOIZTLN6 POST-..._ PLAN DESGRIPT-ION: 7A -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -1i1M80ARD PLAN NUMBER: 7A LB -LVL MOOR/NE - PLAN DATED: 4/I4/12 PL 1 2- 4 -RE ..JOIST BLDGYJNG._.: ... . .- orfslu.,4rtats-. . • _.._-. aeaaessae0:oarlme P.1.1PDES/6NEKe'LI-OU7.__..._._-..__.... .-.._.........__._,_. _. aa1s7oean exaxs maser ROAD J -JOIST GA B .•BEAM Cr-L_USH Wf JOIST) - rs s>a aoa bOta.4,ass KAMI BELWOOD NPR -HEADER(BEAM BEL.Ort JOST) MAIN FLOOR JOIST LAYOUT BOO-BEAM BY OTHERS _ SGALS I/.1''..1•-O' ab,+� �7 DA E 7/24/12 . 1I ,,,,4‘..541 �Se7Jsoaraea-ease o- I SHEET: 1 of 2 I 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 Products 9-06-00 PIotiD Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 g°wTraaz�rmm7dsTs� RM1 28-00-00 1"x 14"APA Rim Board 1 1 Wail 1 rt RM1 17-00-00 1"x 14"APA Rim Board 1 1 x RM1 14-00-00 1"x 14"APA Rim Board 1 1 : #dl -0' 65 -- RM1 10-00-00 1"x 14"APA Rim Board 1 1 t 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 RM1 3-00-00 1"x 14"APA Rim Board 1 1 (N N CV CV n N N.,N ry N N N BM1 22-00-00 5 112"x 19 112"Glutam(1.8E 24F-V4 DF/DF) 1 1 .,0o 0 o o- o o: 0 0 0. o. o ;LL LL LL. LL LL LL LL LL LL LL LL BK1 14-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 s s BK1 3-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 D 5 A • I=I BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ,: E � E_ ALL BEANS AND CONNECTORS PER ENGINEER I RM1 �I O .m�F03. �e ILII M il F03. i ACCESSORIES QTY I i F01Milt a O TFI414 24 --° .` © TFL1714 1 �� Fi MI C E F04 «�,�. : 1x14 OSB RIM FOR SHEAR BLOCKING 30' ° gi O HU412 13 F09 QS IIIIIIIr F06 II ° II FOB II 111111 BILI=BLOCKINGFLOOR LOADING' FO6 ° RM1=RIM BOARD 40 LL 15 DL F06 1 1 0 1• REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING •— . �F06 1 MOM t AND SHEAR BLOCKING REQUIREMENTS. _ F06 I_.. IIIIMIli s I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN FO6 ; FDT I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I F06 I F07 I FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA I — .FO6 I I ®.n.....a o „ro i ¢ F06 I I 4 D N .ON-001001.4,146-RENS!i muster I . ._ . .. , ...__. .._, m M. o." a/u/>s '''''''''''F'6571:'1 DS I It MILSIZANDT ARCHITECTS5' —,arcs;,..ae 1'� ��_ it 7,------F6r-r-„---..-„---:--,- ... . ....«=a... Z INFORMS 70 DESIGN Cetta-PT i�. _ Lam— 41N1... �� Fos g ° . Corr<DRr =oD�IuNCDr, vrw- —_�- -i F08 Fl .. -" .�' REVISIONS AS SHOBR rP D NONUNFORKIRI-REVISE IND RESUBMIT TICS SNIP MICIS HIS KR UB^.E=18 MEM 0.^aIWK f^P."E 85ICA 5545515 NV MS M8 EM EI:EF:515 BAL.M1 BilEC4SINASIBN Di F_SKY5ICLT.B Fb V1MMAX:SBB DO NOT: GEIS MAIM 455 MCIFI5TINS ALL P lilt)-AIF 1518'15 CM al¢ 5-07-00 I." cc Nm reA�W& CIaTMrOSBAL.CA.Tr u:MONS.7ONS. Loosen,remove,cut or notch 5. 1*4.°°'°^ D*=_•W'-"°r X NB any part of the open web joist. CT ENGINEERING INC P mbar JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2