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AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE: <br /> O O O 0 <br /> 1 18'-0" <br /> i r <br /> 4' 0" 10'-0" <br /> / '1 / / <br /> I <br /> 2 TYR. 26 GA METAL DECK <br /> / V-LINE 32 OR EQUIVALENT <br /> S1.0 // <br /> 1/4:12 y <br /> L- r <br /> '4 <br /> PURLIN PER PLAN HSS COLUMN <br /> - TYPICAL PER PLAN - TYPICAL <br /> -NATIVE SOIL -ASPHALT <br /> 1 TYP. OR STRUCTURAL FILL <br /> / <br /> S1.0 <br /> 7'7/77/7 7-7'T . 2/ �j7 jj//-j. ij .rjjTij <br /> • /// / %• / /j//2 <•• //'/j /'/ / ijjj j'/ _ • ///2 - // jjj// / , j •„/ <br /> /j: <br /> ///I'' • ' i �///// /////// ////// , <br /> jjj///// ////// /' //////j/, /\ . jj%j/jj <br /> ///•///, /:// //;, '�/!�/%,/- ///�,/��/. �//•// / �/j�/////. \ <br /> TYPICAL0 SECTION <br /> SCALE: 1/4" = 1'-0" <br /> A <br /> NOTES: <br /> OA BO <br /> cii) <br /> Op1. SEE STRUCTURAL NOTES ON SHEET S1.0. <br /> / <br /> 36' 0° 2. VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING <br /> 9'-0" MAX 18'-0" 9'-0" MAX WITH CONSTRUCTION. <br /> / / / <br /> - 26 GA METAL DECK 3. SEE SHEET S3.0 FOR 4-STALL CONFIGURATION. <br /> © V-LINE 32 OR EQUIVALENT <br /> Mr <br /> ■,i II <br /> N cc <br /> L <br /> TYP. <br /> z <br /> HSS COLUMN PURLIN PER PLAN <br /> Y PER PLAN - <br /> NATIVE SOIL TYPICAL rASPHALT �,`� J• ?'j <br /> s N OR STRUCTURAL FILL.MIMI 1 yY �F WAg� <br /> .%7?,''.)• 2.,.‘.'('', <br /> ,i (:::%< :\ 'T ri. ri / rri.T7 rte; ::/>/•r� itTy./:/,%..<7.7v rr ;<:',':< �� O <br /> ' iT '2•/•<: ',//{.'/ .:riri1 r'ri rii rT2 r rir i' it <br /> jr <br /> „,,,, „, •.. •;/,„„,,,,, ,,< i1 ii O�rri lirr 'ri /irr rri• rri r!li, rrsr r�� rri - <br /> o �0 „'0 ri 0 rrr 2,, �, ,„/„„-„ ,,„„,•,„,• . •,(,,,,, 'i% rrrr ,,,,,,,,,,,,,„,,,,,„„,<.: . <br /> 0i '(2 0 0rri /i �/'i'� rri�ri iT .!ri'r �O r'r 'r , li i✓� i ! <br /> 2 �r _00 4 00 rrr 20 0 O b 0 rrrr�fi CITY OF EVERETT <br /> i./i/rr �i�. .e02: T,.✓G, iii v�✓ , Vii!%, rii jil, i ✓i%i; 'ri, . �r,�.� ./.tri ri !!A.: d <br /> 47, 9 �� <br /> REVIEWED FOR PERMIT. °.� �.._ STEg�9 w <br /> TYPICAL ELEVATION ( �sslo �6�� <br /> B SCALE: 1/8" = 1' 0" ting„, <br /> NAL E <br /> die10/10/19 <br /> . PROJECT �.PREPARED FOR PREPARED BYALS .SHEET NO. <br /> CAMLYN CONDOS CARPORT DESIGNED SDS <br /> 1009112TH ST SW CARPORTS OF WASHINGTON SITTS & HILL SDS 32.0 <br /> EVERETT, WA 98208 ENGINEERS, INC. DRAW" <br /> OjT PROJECT NO. <br /> sHEET r.nE P.O. BOX 2389 CHECKED � <br /> 2 <br /> CIVIL • STRUCTURAL • SURVEYING <br /> TYPICAL SECTION BUCKLEY, WA 98321 4815 CENTER STREET I TACOMA,WA.98009 DATE 10/02/2019 <br /> AND ELEVATION (360) 897-1200 PHONE:(253)474-9449 I F AX:(253)474-0153 SCALE AS NOTED 18 574 <br /> jhtV O,ww.s'Ns hiII.ng,ee,.coml <br />