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Home My WebLink AboutDrawing 85e Huai vNciia railclb LlI 1 1 1 6 90 STU 1 2 6 42.5 1 3 3.5 71.5 1 4 3.5 71.5 1 5 3.5 43 IREV.1 10 1 6 2.5 42.5 REV. STU 9 1 j 7 4.5 43 REV. STU 13 12] 1111 1 1 8 1 2.5 42.5 REV. STU 1 9 4.5 42.5 REV. STU PATIO 8 1 10 4.5 46.5 1 11 9.5 89.5 STUDDED 1 12 9.5 89.5 STUDDED 7 1 13 8.5 90 STUDDED 1 14 5 52 14 1 15 2.5 69 REV. STU 6 1 16 2.5 69 REV STU 1 17 4.5 69 5 1 18 3.5 80 1 19 3.5 80 15 D G A 2 R 18 19 1 A F16 FRONT G DOOR E 17 3 4 RECEIV DE MAY 232018 ST. Lucie County, Permit g BO = BUILDOUT SALES ORDER # SGD = SLIDING GLASS DOOR S\L = S!DELITE TYPE SHD = SINGLE HUNG DOOR B\G = BUTT GLASS DD = DOUBLE DOOR G\B = GLASS BLOCK JOB NAME MARGE KELLY DEVELOPMENT JOB# ADDRESS 189 TUMBLINKLING RD SUBDIVISON DATE 05-23-18 CITY FT. PIERCE FL. 34982 ]LOT BLOCK SQUARE FT. L FLORIDA BUILDING CODE, 6th Edition (2017) / ASCE 7-10 RECEIVED CATEGORY WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDIN Engineering Services,Inc. 1600 S.Federal Hwy Ste 207,Pompano Beach,FL 33062 For Buildings with a Mean Roof Height of 60 Feet or Less MAY `� 3 ZD18 (954)784-6991 Tel-(954)781-5708 Fax amanda®c5es.com-CA►25854 ST. L I DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4"1 DESI R- __ E S1 ULTIMATE WIND SPEED (mph) _ 1L0 Mean Roof Tributary Area(sq.ft) Mean Roof Tributary Area(sq.ft) Height Hei ht EXPOSURE CATEGORY= (ft) 10 15 20 25 50 (if) 10 15 20 25 30 35 40 45 50 15 37.8 36.8 36.1 35.5 35.1 34.7 34.4 34.1 33. 15 37.8 36.8 35.1 34.7 34.4 34.1 Tables are valid for the following conditions only: 41.0 -40.0 -39.3 -38.7 -38.3 -37.9 -37.6 -37.3 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42. 1 Wind Speed,(V„a,3-second gust)a 170 mph 16 38.3 37.3 36.6 3 35.2 34.9 34.6 34.3 16 38.3 37.3 36. 6 34.9 4.3 2 Risk Category:11(General Residential and Commercial -41.6 -40.5 -39.8 -39.3 -38.8 -38.4 -38.1 -37.8 -37.6 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 44.4 -43.8 -43.31 Construction). 17 38.8 37.8 37.1 36.5 36.0 35.6 35.3 35.0 34.7 17 38.8 37.8 37.1 36.5 36.0 35.6 35.3 35.0 34.7 3 Exposure Category C -42.1 -41.1 -40.3 -39.8 -39.3 -38.9 -38.6 -38.3 -38.0 -52.0 49.9 -48.5 -47.3 46.4 -45.6 -45.0 -44.4 43.8 4 Topographic Factor(Kzt): 1.0(Flat Terrain) 18 39.3 38.2 37.5 36.9 36.5 36.1 35.7 35.4 35.2 18 39.3 38.2 37.5 36.9 36.5 36.1 35.7 35.4 35.2 5 Directionality Factor(Kd): 0.85 -42.6 -41.6 -40.8 40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 49.0 47.9 -47.0 46.2 45.5 -44.9 44.4 6 For situations requiring Kd=1.0,multiply the values in 39.7 38.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 39.7 38.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 these tables by 1.18. Verify Kd requirements with local 19 43.1 42.0 41.3 40.7 40.3 -39.9 -39.5 -39.2 -38.9 19 -53.2 -51.1 -49.6 -48.5 47.5 46.7 46.0 -45.4 -44.9 building official and product approvals before use. 20 40.2 39.1 38.3 37.8 37.3 36.9 36.5 36.2 36.0 20 40.2 39.1 38.3 37.8 37.3 36.9 36.5 36.2 36.0 7 Enclosed Building:Gepi=0.18 -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 45.4 Consul an Enalneer for any other concilllons 22 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 22 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 -44.4 -43.4 -42.6 -42.0 41.5 -41.1 -40.7 40.4 -40.2 -54.9 -52.7 -51.2 -50.0 49.0 -48.2 -47.5 46.8 -46.3 Instructions 24 41.7 40.6 39.8 39.2 38.7 38.3 38.0 37.6 37.4 24 41.7 40.6 39.8 39.2 38.7 38.3 38.0 37.6 37.4 1 Tables show the"worst case"design pressures,with any 45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -00.9 -55.9 -53.7 -52.1 -50.91 -49.9 -49.1 48.4 -47.7 47.1 unknown variable at its critical condition. 26 42.4 41.3 40.5 39.9 39.4 39.0 38.6 38.3 38.0 26 42.4 41.3 40.5 39.9 39.4 39.0 38.6 38.3 38.0 2 Tables are valid for any roof slope. For reductions for roof -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 41.6 -56.8 -54.6 -53.0 -51.8 -50.8 49.9 49.2 -48.5 -47.9 slopes less than 10 degrees,consult Engineer for site 28 43.1 42.0 41.2 40.5 40.0 39.6 39.2 38.9 38.6 28 43.1 42.0 41.2 40.5 40.0 39.6 39.2 38.9 38.6 specific analysis. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -42.5 -42.2 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 3 Calculate the average roof height. If average cannot be 30 43.7 42.6 41.8 41.1 40.6 40.2 39.8 39.5 39.2 30 43.7 42.6 41.8 41.1 40.6 40.2 39.8 39.5 39.2 determined,use the peak roof height. Round up the roof -47.4 -46.3 -45.5 -44.8 -44.3 43.9 -43.5 43.2 42.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 height to the next highest table value. 32 44.3 43.2 42.3 41.7 41.2 40.7 40.3 40.0 39.7 32 44.3 43.2 42.3 41.7 41.2 40.7 40.3 40.0 39.7 4 Calculate the tributary area(length x height)of the opening -48.1 -46.9 -46.1 -45.4 -44.9 44.5 44.1 -43.8 43.5 -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 in question.Round the tributary area down to the next 34 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 34 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 smallest table value. If the tributary area is unknown,use 48.7 -47.5 -46.7 -46.0 -45.5 -45.1 -44.7 -44.3 -44.0 -60.1 -57.8 -56.1 -54.8 -53.7 -52.8 -52.0 -51.3 -50.7 the most critical value(10 square feet). 36 45.4 44.2 43.4 42.7 42.2 41.7 41.3 41.0 40.7 36 45.4 44.2 43.4 42.7 42.2 41.7 41.3 41.0 40.7 5 Area between structural mullions shall be used as tributary -49.3 -48.1 -47.2 -46.6 -46.1 -45.6 -45.2 -44.9 -44.5 -60.8 -58.5 56.8 -55.4 -54.4 53.4 52.7 52.0 51.3 area. 38 46.0 44.8 43.9 43.2 42.7 42.2 41.8 41.5 41.2 38 46.0 44.8 43.9 43.2 42.7 42.2 41.8 41.5 41.2 6 Determine the Zone(interior 4,or Exterior 5)of the -49.9 -48.6 -47.8 -47.1 -46.6 -46.1 -45.745.4 -45.1 -61.5 -59.1 57.4 56.1 -55.0 -54.1 -53.3 -52.6 -51.9 opening. An opening with any portion closer than distance 40 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 4U 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 "a"to a building comer shall be considered in an Exterior -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 45.5 -62.2 59.8 58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 Zone ce otherwise if all of the opening falls more than 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8 42.4 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8 42.4 distance"a"from a building corner,the opening shall be 44 44 considered in an Interior Zone(4). -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 -63.5 -61.0 -59.2 57.8 56.7 -55.8 -54.9 -54.2 -53.6 48 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.6 43.2 48 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.6 43.2 7 Distance"a,"as refered to above,shall be calculated as the -52.4 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 smaller of 10%of the minimum building width or 40%of 52 49.1 47.8 46.9 46.2 45.6 45.1 44.7 44.3 44.0 52 49.1 47.8 46.9 46.2 45.6 45.1 44.7 44.3 44.0 the height,but not less than 3 feet. -53.3 -52.0 -51.1 -50.3 -49.8 -49.3 -48.8 48.5 -48.1 -65.7 -63.2 -61.3 -59.9 -58.7 -57.8 -56.9 -56.1 -55.5 8 Read the worst case positive and negative design pressures 56 49.9 48.6 47.6 46.9 46.3 45.8 45.4 45.0 44.7 56 49.9 48.6 47.6 46.9 46.3 45.8 45.4 45.0 44.7 for use as required by governing building department. -54.1 -52.8 -51.9 -51.1 -50.5 -50.0 -49.6 -49.2 -48.9 -66.8 -64.2 -62.3 -60.8 -59.7 -58.7 -57.8 -57.0 -56.3 60 50.6 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 d0 50.6 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 General Notes 1 These tables list allowable pressures(W",u),given as 0.6*W,,,,,where W"i,is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed(Vult)and the variables given herein. Emma T.Mellinger, P.E, 2 These tables are not valid as a site-specific drawing fL P.E.#5oo4y 3 These tables apply to walls and vertical surfaces only. L- L 4 Use of these tables,and the values and coefficients listed herein is to be dictated and verified by the g g til g d nt and nit ho rov 5 These tables are intended solely to illustrate design wind pressures as listed. No other wananry or ce catio i nde r applicable 6 This document is the work and property of Emma T.Mellinger,P.E.,and shall not be reproduced in le or p t express s Date: March 8,2018 Not Valid without Signature and Raised Embossed Seal