Loading...
Plans 7-0: /9u /24-77--- ///S/sr) i /77r-7-o-a-a -DD 5/' /-C100<-2-0ao - OaTs..3 1 . . _•_ $•a„r'fa../ Srwee. 11.24-4/, 0..1', EC 3/9, 6S'-./ EC 3/$ we," pi, 320 _we," RPNa+'3 saw W+r ,G�4+►l�l NOTE: CENTERLINE CONCEPTS, 1--EL 3/9.r Cwtscf `C SURVEYORS,WILLPIN AIS EXTERIOR H.C..crei-e Niru on Cc*,Ikfa /1.e/< Ei.t�/, Sy G FOUNDATION CORNERS AND PROVIDE SUBSEQUENT kORTGAGE SURVEY. C S 3-SS -goo wei S. � I . 3/9.tc }� 503- 6s . — } i‘A.:L d "11 STREE r 1.414.06. R CITY OF TIGARD •s°' Approved by fanning �9f EL 3,9 2 C Date: $ N � .,: b r n Initials: S '� PiC 0 EROSION CONTROL: Al F/...- r ; FFE 1.PROVIDE a MAYITAW a'(mil)TNICIf "� It315 Rits.'.' FFE / 3Zm.S GRAVEL PAD&DfWEUNTILPERuM�IF I 321 ; CONCRETE DRIVE IS INPLACE �- r ` O ,o �l �Ax: ' 'i a 2.PROVIDE a wvlrtAn soa s�Lerr ! O ; g 'd FBICEASWOICATED \I till R — .. 'A '310 J r.- y, a 3mS �f CD O � o o l ]�T Sa7L/.c cc O) 3�m all - .h \ = 0. NW v sm Fe Oct ` 1 r >" 5 295- tiI. V • p: Z©+ CA M ^ RAM 1,-.44 .$f..tr l EL 3/9.S Stec S' CD --t1r' - SCALE 1' = 20' ger./ /S.' I O _ S4o. Q.,,r C.fe'/ EL z1 PRIVATE STORM DRAIN."- EASEMENT I N SCALE DRAWING LOT 4 ERICKSON HEIGHTS EL ZgS S.E. 1/4 SEC. T.2S., R.1 W., W.M. I P0I D 5W 1461.E- 'yr.. ...00' S 89'52'07" W EL 2f7 CITY OF 11GARD WASHINGTON COUNTY, OREGON III NOVEMBER 9, 2000 Centerline Concepts Inc. DRAWN BY: MSG CHECKED BY: WGDIII SCALE 1"=20' ACCOUNT # 115 640 82nd Drive Gladstone, Oregon 97027 503 650-0188 fax 503 650-0189 . _ M:\MU,L4ERICK EMAIL WWW.CCIEMAILGIEVANET.COM 4 k z--- - , . ..„, . ....Ai - ........E..... ..,,,, 1 ii c 7 _ri.. ---) I. . ' Kf- . .......- r . . . . . . . , •••--1, /. - _ --- , , ..„,....... _ . , . . „., , , / . // N, 1 ..- , - ' . , „„/ i .... , . , . ' /<, . , . , ,/, .., , , t ,,.. „.... ....,..._,....., „ , 7 : / h . , . ,• , ,. , / (1, . , l, K. 7:11e III) / .i r ,. / 0 I q ••' I k,.0 0 ‘!4,,,,'.•'•••••7: '' '1 1''' • 1 1 4:5S ' ”"1 • ;'I r .%••r 11 18 I 1 1,.... 0 itel \ Qi.... lb 'N, --,,',,c- 0" it , ..,,fi ""-r-A-- . * )1 1 ) _ - " i, , : ,,,, , ,,,...,,,ip., olif<,.....,, 7,2,_ .2.,„. . . . ......._ - —? /I , - ,r-- , , . , „ , ...._ . •• , ne— / Nk ,..-: 1 ., ...., .., ..... . .. . . A, , ' . .... ....,.. . , . ,.... . . , . . ..... . . ..... . . . , .. , .... .... . , .. - t---------- . _ ___ _ ____ 347 i 5-17 Aez-44-4 • i ) ; , I , ,, • J ;tt�f'�z3r� E 16" Max. /<'S Detail A /HD2AHDG bs-rrtx: parallel layout X--- A ..;,____,/, , 4x4 (min) guardrail post / g2x8 (min) I / 2 blocking I, / 7 - -`' ', 2x8 (min) deck joists Detail B/".' `___-_____,,, HD2AHDG perpendicular layout V \beam below 2x8 (min) Rim joist AFigure 30:Guardrail attachment option 5 plan view (2) HD2AHDG or equal holdown one this side, 4X4 post, min. (typ) one opposite side of blocking Decking HD2AHDG Decking/ (tYP) holddown t(typ) or equal 4X4 post, ar./.IV A MAST% AO:MD min. (typ) �>• X7 21/2" .Lir/11=1 En itiv wi. if t 1,71r/ 2X8 min. s/ 015g1s;.ns blocking hine 5/s"dia. galvanized machine § arods with bolts or all thread rods with DETAIL A nuts and washers. DETAIL B nuts and washers. AFig.31:Guardrail attachment option 5 parallel layout A Fig.32:Guardrail attachment option 5 perpendicular layout DECK DESIGN GUIDE • 17 Stairs Stairways, stringers, handrails and guardrails shall meet the require- 9" min. tread width Risers may be open but ments shown in Figures 33 through 36.All stringers shall be minimum shall not deviate shall not allow the passage 2x12.A level landing minimum 3 from one another of a 4" sphere feet by 3 feet is required at the top by more than 3/8" (usually this is the deck) and at the imil ... bottom of the stairway(usually a t it concrete pad, or the ground). Note:This stair detail is for a three- Risers: 1X material min. • foot wide maximum stairway with 8" max. riser height*. 2x tread material. Plastic or composite decking products may shall not deviate • ...me' /4" to 11/2" nosing be used for stair treads; however, from one another they may require additional stair by more than 3/8" shall not deviate stringers for bracing. Check with the from one another manufacturer's requirements. by more than 3/8" See Brochure#8 for additional stair information. A Fig.33:Tread and riser detail Attach 2X tread material to stringers or cleats with (2) #8 screws or (2) 8d nails per board at each stringer or cleat 2X tread materialite Stringer II • +----,__________...-----v-i II 2X4 cleat each side full depth of tread: Attach with (4)10d Stringers nails or#8 • • • • wood screws frartim • • .• . 111, • 5" min. • . • • Max. span = 8'-0" with (2) stringers Max. span = 15'-6" Max. span = 10'-3" with (3) stringers Cut Strinaer Solid Strinaer AFig.34:Stair stringers and tread connections 18 • DECK DESIGN GUIDE 7a; "tut_ /Z977-- / /S/f?,) I - • '75 7 z -, -Oa Pet /.raelA.2p-g0 - Op 11.5.3 . . .,_ SDN 1<M/ StWM'4114'4/, 0.1 r SC 3/9, s 1.-'/ et 3/7 gei4400.wow' Ke Cwri"+ Hw,er El 374, A"rerFEL 319.6 NOTE � pp GM U 4 1101 C".wvta4lar/ R.ek C.MfAet E...y. s„.>t. FOUNW1110NCORNERSANCPROVICE ray St7-too. EU89EONENTMORTGAG@SURVEY. res. 654-/to/ i hi lel 3/9.2x L,•we '�A:tCITY OF TIGARD ca ST w.� c.�4� R so REE Approved by Planing . CD o azoIlliiiplilt Date: �� /!� •`•:,:1, i EG 3/9 �, , = '4L; ,,,, .: Initials: T � 6'0 w alb: "`'7.9 EROSIONCONTPCLNN l °" — Fl..i / FGE 1. ROVIOEAMAIT AtraM4tNICKfl 3S ��E32.0.5- 3RAVEPAC&ORNEUN1LPERMANB R h 32 I 32 CONDREfECWVESI1P1/10E Oa 4/ `/1,.. y 1 Li REiCEMIN OCA' , 1 i 310 (<i :.111 `.�Y kill&iii,74::-,..— gisimmi . '3piD '1 SP �e.t�f M Siff C Alli. 1"1 =1�� ; �e < > lbws* F••/ /s' S e z®' I9 RAM dea.14s 514411 Ft Sit 5' S,rk t. :9m SCALE 1*. 20' Rea., /1/ s1Ma, Q,N,H Ga4./ Et z8$' 1111111111111 SCALE DRAWING LOT 4 ERICKSON HEIGHTS EC ,g$ S.E. 1/4 SEC. T.2S., RAW.. W.M. ._._ j, t AQUI w Klh�f, O 5i �I"'. •,� 00' S ®9"52'07' w El 17 CITY OF TIGAR WASHINGTON COUNTY, I OREGON 13 NOVEMBER 9, 2000 Centerline Concepts Inc. DRAM QYs MSG CHECKED BY:Mtn SCALE 1"...20' ACCOUNT # 115 840 82nd Olive Gladstone. Oregon 87027 803 880-0188 fax 803 880-0189 M:\Mu\L4EERICK EMAIL WWW.Ce IEMA IEVANET.CCU