Loading...
HomeMy WebLinkAboutWind Load Design InformationWALKER,; JAMES . MRH- 15 190 'HUBER DR c`r v� �G C : L I W-50. . .. .. FT PIERCE FL 34946 File COPY: .. SLOPE -3' ` NG li 25X62 MEETSfGRESS f ^ q 10 O C I 1 3 ,. U 21 ^ 12 REQUIREMENTS Brf) #.3 MEETS ST: Lucie County, Permitting ES 13'. .'. 3 6X62 UREMENTS REQS MEETS $ EGRESS 7 6 9. 14. . REQUIREMENTS o . MASTER BEDROOM " . 5 . : BED 0.2- . .. . . . KITCHEN 72X8Oq q 5 :.. EGRESS q. REQUIREMENTS- '.:. . . BATH : . LIVING . " ROOM16, • ENTRY . ... . .. .... 3. BED # 4 2 .' GARAGE 4 36X62 MEETS. : . EGRESS REQUIREMENTS WIND LOAD DESIGN INFORMATION . .. . • : APPLYING WIND LOAD,FOR: ZONE .. OPENING ELEVATION VADTH LENGTH' EFFECTIVE IyIND AREA :.(iq.h.j Nominal.WJnd Load Pressures'. .. .. .. ' . . NOAApp-ol,; _ . . . . ' Maa Prauura Por NOA NIA70MUMPOSITIVE PRESSURE (psfJ.'." • a • • MAXIMUM NEGATIVE :. "PRESSURE (psf)., L CAS :.. S: 5 :. , ' 24.0 62.0 10.3 :. 39.0 -SL2' 20-1103.07 :.. 55'-55: : . .. .. 2.HR. .. .5.. ' .. .. 5 . S0.0' .. 62.0. 21.5 ' � " 37.1 . .. �8A � � .. 20-1103.09. .. ' 55-55" ' ' 3. CAS S 5.: 24.0 ' 62.0 ' :10.3 39.0 -52.2 120-1103.07 .:: 55 -55 4: CA5 5 :5' 36.0 '62.0 .15.5 38.0 -50.1 '20110107: SS-ss .. 5. DOOR .. 5. 0 .. .. 72.0. 80.0 40.0' :. " . 35.6 '. 45:3 : • ... - FL12IDDI .. .. SO 6. CAS S. "' : S .36.0' : 62.0 15.5 . ' 38.0 50.1 : 20-1103.07 55 -55. " :.'. 7.SOLT ..'. .". S:.'. 0 ... ...15.0.. 80.0 8.3 .. .... :. 38.1 S03'.'. :.'. FL20470.8 . 8- DOOR. ' .. 5 .. a.- 39.0 : 80.0 .. .21.7 37.1 ' .. -48A : F1204701 ' .. 55-55 9..SDLT ' S : 0 : 15.0 : 8110 8.3 38.1 -503 : FL20470.8: 55.55 .. IO.CAS .. .. .. .. S. .. 'S' .. .. .. 25.0 '62:0' ". 10.8. .. .. 38.9' .. ..-52.0.1 '20-1103.07' .. 55-5S. 11. HR . " 5 .:: 5 . " 34.0.:: 62.0 MG . " . 38.1 ZOA . " . " - 20-1103.09 55--SS • . " 12.CAS ' ' : 5: . ' S . 25.D 62.0 10.8 38.9 -52.0 . 20-2103.07 ' : 55.55: "13.'CAS " . S " - ' : -.5 36.0 " 37.0 ' 9.3 39.1 : ' -52.3 20-1103.07 . 55 -55 14. MR ' : 5 ' . 5 : 52.0 . 62.0 . "22A 37,0 ' - : .48.2 .20.1303.09, " : 55.55 . 5 : S' . 18.0 . 37.0 . ' . :. 4,6 39.1 -52 3 .2O1103.A8:.,' . 55 -ss " .. 121,22 " .. 5 " .. 5 ..18.0 .. 37.0 4.6 .. ' 39.1 32.3 .. ' .. 20-1103.08 55-55 . . . BUILDING. INFORMATI ON D .Ig.M.dSpeed Nominal ' Wind Velechy (mph) 160 Eepmure - - D' 1-1 presswe Erclwed 'Nelghtabove grounds)-0L) 0.0 Standard Wall Height-(R.) ' Me an Hoof Neight(h)'(R.)' 12D BWidlMWldth(fL) 40.0 ' Bdinglength(fL) uiifslope 50.0 ' em(r11) 5.0 ' gmf Angb (degrms) 22.0 ' (a) Edp Strip (ft.)' 4.00 ' End Zone (N.) 8.00 Parapet Alene Reef Peri—r r(N.) ' ASCE 746 Wall Openings ,(all wall openings: M7ndovn,dmn,shetten,e4.),- Wind load Program 2002 - 2028 0 .. .. .. : tJiridtoadcatc.com•s, .. . WIND LOAD DESIGN INFORMATION