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HomeMy WebLinkAboutPlot Plan - BLD Plot / Site Plans - 7/26/1993A6 rzt3d . =F5s . F-Z view SE P r t a I/9471f ) 5 fi/E %`,PE�9 oti =E. z eent forzk a uestaalaani t UEve.TtO.I K+ I .5LE,EV Pt PE- Ott GiF IhYr iwUI-1. P1LOB! - 3-L-UMU 1O1..1 ? - r ! U2G'jul r�;nouNr� FMB ��� IURG'1U1-ID-f.. I' - \\A-11T6,Fif"', mil• soi - FMh c COI MaUvr-• c.z O , ris_u\E. Y2? 7EL V -"no JCL , t4O Al-TAc JED -RDs1 474 1,0/ ° eaT Ti? 0110 sat dlo Pct. n SJ v 9 c �� [ _ • 1 I _, i t • • N Penns 's Bent Fork Hoodsport C-SG Wind.pressure constant 1.4 Pipe Height 4.0 x x x x x Wind Width Pressure 10.0 x 28.56 = x = x x x x = Total Design foundation P = H = A c 1,142.40 14.00 6.02 533.33 .83 4.00 Pole chart Height to grade 0-20 21-40 41-60 61-100 P Hght-grd 1,142.40 x 14.0 = x = x x x x 1,142.40 Constants . 133.33333 2.34 4.?6 �� ��k 4, /J n t I `��114�_ J �� �LENZ ' of Exposure 1.2 1.3 '•- 5? =.asrL^`GCV7r L0T =2 ivesT L.,iG Gc✓rESeklblE/ -�.R4inSFS .C//S Wind Stagnation 17 17 M 15,993.60 15,993 F E P_/ Length = 4.0 Width = 4 5 No of poles .60 / 1 x Section = ea 0 scr Depth = 4.0 2.67 yds of concrete F6-Change constants N I GcT N 6/29/93 Wind Pressure 28.56 30.94 Moment 15,993.60 .000564 9.02 RIDLEE. F 7—Exit A 2 • 'I:ti N-C 1.\"r L � , f 1a/ _ I .-, ..1- _� r' i .. w l i - { .:r -. MASON ,IL sNG. z iSP C T ©R 'Ka TO APPROVAL TE THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION. MUST MEET ALL CURRENT WASHINGTON STATE CODES \J J f,LL CONSTRUCTION MUST MEM— ),, OR EXCEED LOCAL CODES. IFAV— QUESTIONS PLEASE CALL 7NIS ( f\� OFFICE BEFORE CONSTRu , KHEATH SIGNS Y.7 4n/�%4(� NO. [) LJ-? 3 li �� ! I i4 SCALE / -� I q - } 4 DRWN YY 1 if DATE tti.t� F2 T Z7r `7 4-kU.� l 0! a CUSTOMER LOCATION DESIGN APPROVAL SALES APPROVAL N z 0 W E DATE BY DESCRIPTION APROVAL ALL MEASUREMENTS ARE APPROXIMATE AND MUST BE VERIFIED BEFORE PRODUCTION