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HomeMy WebLinkAboutProject Information RECEIVE® 13UULDIMG Pi�R9N01n99� MAR ® 3 12020 ST. Lucie county,. ty, Permitting B�E9�V�1T ANIS EXP®SUR5 ADJU>TIV EN COETABLE FFiCUENTS FOR TAS!E N3011,2(2) 'WEtAH ROW HEIG s T G3(pO �IRt; 8 C 0 ]5 1.00 1.21 1.47 20 i.00 ;_-_1-29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 I 35 1.05 1.4.5 1.70 i _40 _ .. 1.09 1.49 1.24 ... . 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 L,19 1.59 I 1.84 60 1.22 1.62 I 1.87 /fJ W 1 . �`� G,�i2� /r 2010 0 I -10 9r� v 1s 3+:: `'f'' t •yry� 1�fy'.4�{:4•}f•,t 32 k4• .< •.'.. .:tib: Sj l'�4:<:::::i -{ k}'•::y :{:}: Rau Sys xx•.g.3.u.}ma f.�r s:%:E;,. :: t 10 ..:.. .. ��✓ :k 'w.. :fffCjW:• Via:.:g.3 /�./- , a�Y�• '.'� .yx:;, ;�, ..,• �,:.. per. : ?i x. :: ��i>'.�•�•'ti;;.dr,�'. :;.,;,«:. •2:;.}!�:'^': :. : o-:3 t,:, (•.vx't•��6t"'.•,2:''}f+f3t� t� .Y�•i,:r'J::v;?:v{v`$+ {i'.{?il;;: k::f.•••'S.4}^•:;.?:, `�?v:'i;v::. AA ':•.�Y,f; )�x rf:'t«i,.::y': ���JJJ20 _._._ �).<'.••}•t': p\4•x•4:i ti�}3,f:''•'�%,'1ai: 43}3 2::: � I 10 40 }•:;;\};.VIS S', .$,a ?}}.:v:.. '•9 :•<r0};fe :!::;:�4.�_'�,; a<..:}L:f.•y, ' •) 4 ..K;:C.:.vn .. .. 20 0 32 32 0 32 3240 / dC 32 50 50 Ksv< DESIGN TEMPERATURES IN THIS AREA MUST BE BASED ON ANALYSIS OF LOCAL CLIMATE AND TOPOGRAPHY i For SI:°C=[(°F)-32]/I.o. , e1 lu m-w-o1.2(i) 20 o LJr�;0�3t3 �119�ifi OCSUfa Y-11iOt,.i+'i'Al,&e9 E179T1O6�1(201;) BUILDING PLANNING 7.44BLE R301.2(2) COMPOMENT AMD CL ADDIMG LOADS FOUR A GUILDUNG V ITHA�IEPAN ROOF UL99ONT OF 30 FEET LOCATED ON EXPOSURE B(ASD!dray, a, e,z EFFECTIVE ULTIMAT5 CP�IGN WIND SPEED. IN",(mph) Z ONEN9IN®!AREA 710 *-13.010.0 990 940 S36 160 .,170 980 {feet) 10 10.0 -13.0 105.0 10.0 -18.0 10.0 -21.0 9.9 140 11.2 -27.0 12.6 -31.0 14.2 •35.0 20 10.0 -12.0 105.0 10.0 -17.0 10.0 -20.0 9,2 j ?30 10.6 •26.0 119 •30.0 13.3 -34.1 50 10.0 -12.0 104.0 10.0 -17.0 10.0 •19.0 8.5 :29 10.0 •26.0 10.8 -29.0 12.2 •32.9 100 10.0 -11,0 10,0 -13.0 10.0 -14.0 10.0 -16.0 10.0 -19.0 7.8 4 1 10,0 -25.0 10.0 -28.0 11.3 -32.0 10 10.0 -21.0 10.0 -23.0 10.0 -26.0 10.0 -30.0 10.0 -35.0 9.9 1 40A 11.2 -46.0 12.6 -52.0 14.2 -58,7 20 10.0 -19.0 10.0 -21.0 10.0 -23.0 10.0 -27.0 10.0 -31.0 9.2 1 -:b:] � I0.6 -41.0 119 -46.0 ]3.3 •52.450 1U.0 -16.0 10.0 -18.0 10.0 -19.0 10.0 -23.0 10.0 -26.0 8.5 -03 10.0 •34.0 10.8 !'-RJ6-J 12.3 41 a2 100 10.0 -14.0 10.0 -15.0 10.0 -16.0 10.0 -19.0 10.0 -22.0 7.8 :6:) 10.0 •30.0 10.0 -33.0 Ila •37.9 t 3 10 10.0 -33.0 10.0 -36.0 10.0 -39.0 10.0 -46.0 10.0 -53,0 9,9 -0 J 11.2 -69.0 12.6 •75.0 14.2 -88.3 r 32'0' 10.0 -27.0 1 10.0 1 -29.0 1 10.0 1 -32,0 1 10,0 1 -38.0 1 10.0 1 -44.0 1 9.2 11 10.6 J .57.0 1 11.9 1 -65.0 133 •73.1 3 50 1 10.0 -19.0 1 10.0 1 -21.0 1 10.0 1 -23.0 1 10.0 1 -27.0 1 10.0 1 -32.0 1 6.5 1 :i.( 1 10.0 1 .41.0 1 10.8 -47.0 12.2 •53.1 3 100 10.0 -14.0 10.0 1 -15.0 10.0 -16.0 10,0 -19.0 10.0 1 -22.0 7.8 :3.6 10.0 -30.0 10.0 .33.0 113 -37.9 1 10 10.0 -11.0 10.0 -13.0 10.0 -14.0 10.5 -16.0 12.2 19.0 14.0 -21.0 15.9 -25.0 17.9 -28.0 20.2 -32.0 L 20 10.0 -11.0 1 10.0 1 -12.0 10.0 -13,01D,0 16.0 11.1 18.0 12.E 1.6 l4,5 -24.0 16.4 •27.0 18.4 -31.1 1 50 10.0 1 -11.0 1 10.0 1 12.0 1 10.0 ]3.0 I 10.0 I 15.0 1 11.0 -15.0 11.1 ' •31.0 12.7 -23.0 143 1 -26.0 16.0 -29.9 I 100 10.0 -10.0 10.0 -11.0 10.0 -12.0 10.0 -15.0 10.0 -17.0 9.9 i •2).0 11.2 -32.0 12.6 � -25,0 14.2 -29.0 epi 2 10 10.0 .20.0 10.0 .22.0 10.0 •24.0 10.5 -29,0 12.2 -33.0 14.0' •31.0 15.9 -44.0 17.4 I 49.0 20? -55.8 2 20 10.0 .19.0 10.0 -20.0 10.0 •22.0 10.0 -26.0 11.1 -31.0 12.8 j =i.0 14.5 •40.0 16.4 -45.0 18.4 •51.2 ® 2 50 10.0 -16.0 10.0 -18.0 10.0 -20.0 10.0 -23.0 10.0 -27.0 11,1 i •B`..0 12,7 -35.0 14.3 -40.0 16.0 .45.4 A 2 100 10.0 -15.0 10.0 -16.0 10,0 -18.0 10.0 -21.0 10.0 -24.0 9.9 •21.0 11.2 •32.0 12.6 -36.0 14.2 40.9 0 3 10 10.0 .30.0 10.0 -33.0 10.0 -36.0 10.5 -43.0 12.2 -09.0 14-.0 51,0 i 15.9 -65.0 17.9 -73.0 20.2 -82.4 3 20 10.0 -28.0 10.0 -31.0 10.0 -34.0 10.0 -40.0 11.1 -46.0 12.8 -310 ; 14.5 -60.0 16.4 I -68.0 18.4 -77.0 3 50 10.0 -26.0 10.0 -28,0 10.0 -31.0 10.0 -36.0 10.0 -42.0 11.1 4 10 112.7 •55.0 14.3 I .62.0 16.0 -69.9 3 100 10.0 •24.0 10.0 -26.0 10.0 -28.0 10.0 -33.0 10.0 -39.0 9.9 4-1.0 11.2 .51.0 12.6 ! -57.0 14.2 -64.6 1 10 11.9 -13.0 13.1 •14.0 14.2 -15.0 16.7 -18.0 19.4 -21.0 22.2 •24,0 25,3 •27.0 285 i .31.0 32.0 -35.0 I 20 11.6 -12.0 12.7 -13.0 13.8 -14.0 16.2 -17.0 18.8 -20.0 21.6 23.0 !24.6 •26.0 27.7 -29.0 31.1 .33.2 1 50 11.2 -11.0 12.2 -12.0 13.3 -13.0 15.6 •16.0 18.1 -18.0 20.8 .21.0 23.6 .24.0 26.7 -27.0 29.9 -30.8 I N 1 avi 1 100 10.9 40.0 11.9 .11.0 12.9 -12.0 15.1 -15.0 17.6 -17.0 20.2' ;20,0 23.9 •22.0 25.9 .25.0 29.0 -29.0 t E 2 10 11.9 -15.0 13.1 16.0 14.2 18.0 16.7 21.0 19.4 24.0 22.2 it :28.0 25.3 •32.0 28.5 -36.0 32.0 40.9 g e 2 20 11.6 •14.0 12.7 -16.0 13.8 -17.0 16.2 -20.0 18.8 •23.0 21.6! •4-,0 '1 24.6 -30.0 27,7 i •34.0 31.1 -39.1 # e 2 50 II? -13.0 l2? 15.0 13.3 16,0 15.6 -19.0 15.1 22.0 20.8 : 5.0 23.6 -29,0 26.1 •320 29.9 •36.8 i A 2 100 10.9 -13.0 I1.9 -14.0 129 -15.0 15,1 18.0 17.6 21.0 20.2 •u.0 2.9 ' -27.0 25.9 -31.0 29.0 -35.0 ® 3 10 11.9 -I5.0 13.1 L6.0 14.2 18.0 16.7 21.0 19.4 24.0 222.' •15A 1 25.J 28,5 ' -36.0 32.0 40.9 1 19 3 20 11.6 1 -14.0 12.7 •16.0 13.8 -17.0 16.2 -20.0 I8.8 -23.0 21.6 1 '.0 j 24.6 -30.0 27.7 -34.0 31.1 -39.1 3 50 11.2 -13.0 12.2 -15,0 13,3 16.0 15.6 -19.0 18.1 -22.0 20.8 ; •25.0 1 23.6 -29.0 26.7 -32,0 29.9 -36.8 3 100 10.9 -13.0 11.9 -14.0 l2.9 15.0 15.1 18.0 17.6 21.0 20.2 •'14.0 1-n9 •27.0 25,9 -31.0 29.0 -35.0 4 10 13.1 -14.0 14.3 -15.0 15.5 -16.0 15:1 -19.0 21.2 -22.0 24.3 -2;.6 27,7 -30.0 31.2 1 -33.0 35.0 •37.9 4 20 12.5 -13.0 13.6 •14.0 148 .16.0 17.4 -19.0 20.2 -22.0 23.2 -13.0 26.4 -28.0 29.7 j •32.0 33.4 -36A 4 50 11.7 .12.0 12.8 .14.0 13.9 -15.0 16.3 -17.0 19.0 -20.0 21.7 •23.0 2�7 -27.0 27.9 i -30.0 31.3 •34.3 4 100 11.1 -12.0 12,1 -13.0 13? -14.0 15.5 -17.6 18.0 -19.0 20.6 -22,0 23.5 -25,0 265 j -�9,0 29.5 32.7 4 500 10.0 -10.0 10.6 •1I.0 11.6 12.0 13.6 15.0 15.8 17,0 13.1 •13,0 20.6 •22.0 _ + •Z5. 26.1 •29.0 5 10 13.1 -17.0 14.3 19.0 ISS 20.0 18.2 -24.0 21.2 2"0.0 24.3 •12= 3'.7 -37.0 31.2 I -41. ` 35.0 -46.8 5 1l�- 2.a • 6;0 -0-.6- 30 t9:6 2a':0 'Z3 2 I -ice 3--•2Q -23$:8-.'X29.7 - .0 33.4 •d3.7 5 50 11.7 •14.0 12.8 -16.0 L3.9 -17.0 16.3 -20.0 19.0 -23.0 21.7 •2'0 21.7 •31.0 2 . -35.0 31.3 -39.5 5 100 11.1 •13.0 12.1 •14.0 13.2 •16.0 15.5 -19.0 18.0 -22.0 20.6 .210 233 -2II.0 265 •32.0 29.8 -36.4 5 500 L0.0 -10.0 10.6 -11.0 11.6 -12.0 13.6 -15.0 15,8 -17.0 18.1 •:C 3 i 206 -32.0 23.2 -25.0 26.1 •29.0 For SI: I foot=304.8 mm, I square foot=0.0929 m-,1 mile per hour=0.447 mis,1 pound per square foo'=0 D091(Pa. a. The offcctivc wind area shall be equal to the spar,length multiplied by an eff ctive width."Phis:width shs.1 3c lx ed to be not less than one-third the span length.For cladding fasteners,the effective wind area shall not be greater than the area that is tributary tc ar.ua'dMdual fastener. b. For effective areas between those given,the load shall be interpolated or the load associated with the low:r,:'.'e:ti: area shall be used. J ; c. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Ta)_'e B)I 2(3). d.See Figure R301.2(7)for location of zones. e. Plus slid minus signs signify pressures acting toward and away from the building surfaces. U f. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASD. a FLORIDA BUILDING CODE-RESIDEP1TIAf.,(lith EDITIOM(29017) 25