Loading...
HomeMy WebLinkAboutWind Load Calculation I, U I-ROUND AREAS DOWN TO THESMALLER NUMBER FARI.D B „ TTR-E. 2=ROUNON EANROOFRNER ZTOTHE NEXT AS ER NUMBER �/1 l.t� (,J(„ 'LJII �id' i� `irJY 6 J-i4=i0NE 4,25=CORNER ZONE OFWIDTH AS'PERtgWER TABLE IN THIS SHEET. /� / •"'" �y ^�+�p���, Ri�7�a n f 4-PANEL SIZE SHALLBE MEASURED WITHIN STRUCTURAL MULUONS }Pf Tx'SUC�d�U'RI "►L'ENGINEER 5-ALt VALUES ARE ALLOWABLE STRESS DESIGN, @Y0.6 FOR LRFD I/ tom' w 6-THE PRESSURES SHOWN ARE MINIMUM REQUIRED,PRODUCT GLAZING AND MULIJONS:MUST RESIST EQUAL OR HIGHER PRESSURE .7-00 NOT USE'TABLE FOR SHORTER MEAN ROOF HEIGHTS TRAN'TABULATED, POCA 'LTONER I'LQIR A.;33487 y .5,- S-FOR DADE AND MONROE COUNTIES USE 175 MPH TABLES.FOR BROWARD AND PALM BEACH USE 170 MPH .P}1004 .064JZ x,180+4 f .,($61) '� ,6 9-IF THE BUILDING IS'WITHIN 3000 FT OF AtARG£BODY OF WA T SUCH AS A CANAL OR THE OCEAN,EXPOSURE D.IS REQUIRED, ' 9`U '�""' 7•Q7j, OTHERWISE USE EXPOSURE CA 29407 8-TO CALCULATE THE WID i H OF THE ZONE 5 FROM THE LOWER TABLE:ENTER THE SMALLER SIDE OF THE BUILDING AS IF THE 1'Yf'SLl!"cl:.:;Y1gy17Ltz r'),I M. '�r�,ttt,+�' OJ SOTCLAS,�IG.�6M BUILDING WERE ENCLOSED BYTHE SMALLEST RECTANGLE THATJS ALL ENCOMPASSING.OF THE BUILDING FOOTPRINT. FM0 ,PR0jE TtLASS1CCcOM 9-OTHER VARIABLES HERE CONSIDERED:KZT=1,KD=0,85,GCP1=+-0,18 10-THIS SHEET NOT VALID WITHOUTARAISED ENGINEERING SEAL AND BLUE INK SIGNATURE i 1-THIS SHEET IS VAUD FOR 1 BULDING THAT IS NOT A HIGH RISK STRUCTURE:WHERE ITS FAILURE WOULD DISRUPT CIVILIAN LIFE, HOUSES HAZARDOUS CHEMICAL OR EXPLOSIVE SUBSTANCES AND ISNOT AN AUXILIARY BUILDING TO ANOTHER SUCH BUILDING. _ WIND PRESSURES FOR COMPONENTS ANCA CLADDING; ASCE 7-10; 170MPH;-EXPOSURE D; ENCLOSED BLDG 0 ,D Quick Area Panell Search (�) Hs 70 H=80 'H=90 H=100 H=110 H=120 H=130 H=140 - H=150 'H=160 H='170 H=180 H=190 H=200 H=210 H=220 H=240 H=260 H=280 H=300 Q 12"x120" 10 Z4:54.9 -Z4:56.2 7-4: 57.3 7-4: 58.4 7-4: 59.4 Z4: 60,3 Z4: 61-1 U 61.9 7-4: 62,7 Z4: 63.4 Z4:64.0 7-4:64.7 '7-4:65,3 Z4:65.9 Z4:66.4 Z4:67.0 Z4:68.0 Z4:68.9 7-4:69,8 Z4: 70.7 0 24"x60" -54;9 -56.2 -57.3 -58.4 -59.4 -60.3 -61.1 -61.9 -62,7 63.4 -64.0 -64.7 -65.3 -65.9 -66.4 -67.0 -68.0 -68,H -69.8 , -70.7 36'X40" - Z5:54.9 Z5:56.2 Z5: 57 3 ZS: 58.4 7-5: 59.4 Z5; 60.3 Z5: 61.1 7-5: 61:9 Z5: 62,7 .Z5: 63.4 Z5:64.0 Z5:.64,7 Z5:65.3 Z5:65.9 Z5:66.4 Z5:67.0 Z5:68.0 Z5:68.9 Z5:69.8 Z5; 70J -100.6.. -103.0 -105.1 -107.1' -1088 -1105 -112.1 -143.5 -114.9 -116.2 -117.4_ -118.6 -119.7 -120,8 -121.8. -122.8 -124,7 -126.4 -128.0. -129.6 24"xH0" 16 7-4:54.9 .7-4:56.2 7-4: 57.3 24: 58.4 Zd: 59.4 Z4: 60.3 Z4: 61.1 7-4: 61,9 Z4: ,621 Z4: 63A Z4:64.0 Z4:64.7 "Zd:65.3 F4:65.9 ,U 66.4 Z4:17.0 Z4:68.0 .Zd:6&9 4:69.8 Z4: 70.7 36"x60" -54:9 -56.2 -57.3 -58,4 -59.4 -60.3 -61.1 -61.9 -62,7 -63.4 -64.0 -64.7 95.3 -65.9 66.4 -67.0 -68.0 . -68,9 -69.8 -70.7 48"X45" M.54,9 Z5:56.2 Z5: 57.3 Z5: 58.4 Z5: 59.4 ZS: 60.3 Z-5: 69.1 Z5: 61.9 : 62.7 Z5: 63.4 Z5:64.0 Z5:64.7 Z5:65.3 Z5:65.9 ZS:66.4 7-5:679 'Z5:68.0 7-5:68.9 ZS:69.8 ZS: 70.7 -100.6 -105.0 -105,1 -107.1 -1C8.8 -140.5 -112.1 -113.5 -114.9 -116.2 -117,4 -118.6 -119.7" -120,8 -121.8 -122:5 -124.7 -126.4 -128.0 1 -129:6 24"x120" 20 Z4:54.9 Z4:56.2 Z4: 57.3 Z4: 58,4 Z4: 59,4 U, 60.3 Z4: 61.1 Z4: -61.9 Z4: 62.7 U 63.4 .Z4:64:0 24:647 7-4:65,3 Z4:65.9 •Z4:66.4 4:67:0 Z4:68.0 7-4:68.9 7-4:69.8 .Z4: 70.7 36"x80" -54.9 -56.2 -57.3 -58A -59.4 90.3 -61,1 - 91.9.. -62.7 -63A -64.0 -64.7 95.3. -65.9 9.6A -67.0 -68.0 68.9 693, -70.7 48"x60" 7-5:54.9 Z5:56.2 Z5: 573 Z5: 56A Z5: 59A Z5: 60.3 Z6: 61.1 Z5: 61.9 Z5: 62.7 Z5: 63.4 Z5:64.0 Z5:64.7 Z5:65.3 Z5;65.9 ZS;X66.4 Z5:67.0 Z5:68,0 Z5:68.9 Z5:69.8 Z5: 70.7 -100.6 AG&O -105,1: -107_11 908.8- 410,5 AIZO -113.5 -114:9 -116.2 517.4' -118.6 -119.7 -•120,8 -121,8 -122.8 -124,7 -126,4- -128.0 -129.6 36"x100" 25 Z4:53.8 7-4:55.1 Z4: 36.2 7-4: 57.3 Z4: 58.2 'U 59,1 Z4: 59.9 4: 60.7 Z4: 61,5 7-4: 62.1 Z4:62.8 Z4:63.4 7-4:64,0 ,Z4:.64:6 Z4:65.2 Z4:65.7 Z4:66:7 Z4:67.6 Z4:68,5 Z4: 69.3 48"x75" -54,2 -55.4 -56:6 -57.6 58.6 =595 -60.3 -61_1 91.8 92,5 . 93.2 -63.8 94.4 959 95:6 -66.1 -671 961 98.9 -69.8 60"X50" Z5:53.8 Z5:55.1 Z5: 56.2 Z5: 57.3 Z5: 58.2 ,Z5: -59.1 Z5: 59.9 Z5: 60.7 Z5: 61.5 :Z5: 6ZI ;Z5:162.8 .ZS:63.4 Z5:64:0 Z5:64.6 Z5:.165.2 'Z5:65.7 .Z5:66:7 Z5;67.6 Z5:68.5 : 69.3 -97.8 -100.1 -102.2 -104.0 -105:8 407- -108.9. -110.3 -111.7 -112.9 -114.1 -115.2 -116.3 -117.4. -016.d -1'19.3 -121.2 -1229 -12d:5 -126.0 36"x120" 30 ZA:-53.0 Zd:54.2 Zd: 55.3 7-4: 56:3 24: 57.3 7-4: -58.2 7-4: 59.0 Z4: '59.7 Z4: 60.5 7-4: 61.1 7-4:61.8 Z4:62.4 Z4:63.0 Z4:63.6 7-4:64.1 '7-4:64.6 '.Z4:'65.6 Z4;'66.5 24:67.4 7-4: 68.2 ' 48'X00" -53,6 54.9 -56.0" -57:0 -58.0 -58.9 -59.7 .60.5 61.2 91.9 -62.5 93.2 93,8 -64.3 54.9 -65.4 -66A � -57,3 -68.2 -599 60"x72" 7-5:53.0 ZS:54.2 7-5: 55:3 7-5: '56.3 7-5: SZ.3 7-5: 55.2 7-5: 59.0 ZS: 39,7 Z5: 60:5 7-5: 69.1 Z5:6L8 ZS:,624 `Z5:63.0 Z5:63.6 Z5:64.1 Z5:64.6 Z5:65i6 7-5:66.5 Z5:X67.4 Z5: 68,2 -95.'5 -97.7 -99.8 -101:6 •-103.3 -104.9 -906.3 -107-7 -109.0 -110.3 -111.4. -112.5.[Z-4-' -1138 -914.6 -115.6 -116.5 -118:3, -120.0 -121:5. 523.0 36"x140" 35 7-4:52.2 7-4:53.5 7-4: 54.6 Z4: 55,6 Z4: 56.5 Z4: 57.4 ,Z4: 58.2 Z4: :58.9 )Z4: 59.6 Z4: 60.3 Z4:60.9 ._Z4:61.6 ' :62.1 Z4:62.7 Z4:63.2 Z4:63:7 Z4:64.7 Z4:65:6 Z4:66.5 Z4: 67.3 48"x105" -53.1 -54.4 -55.5 ' -56.5 -57.5 -58.3 -59.1 -59.8 -60.6 ,61.3 -62.0 62.6 93.2 93.7 -64.3 -64.8 -65.8 -66.7 -67.6 --68.4 60"x84" Z5:52.2 Z5:53,5 Z5: 54.6 Z5: 55.6 Z5: 56.5 Z5: 57.4 7-5: 582 Z5: 58.9 Z5: 59.6 ZS: 60.3 Z5:60,9 7-5:61.6 :62.1 Z5:62,7 ZS:63.2 7-5:63,7 Z5:643 Z5:65.6 ZS:665 Z5: 67.3 -93.5 -95.7 -97.7 +99.5 -101,2 -102.7 -104.2 -105.5 -106.8 -108.0 -109.'7 -110.2 -111.3 -112.3 -113.2 -1;14.2 -115:9 -117.5 -119.0 -120,5. 36"x160" 40 Z4:51.6 U 52.8 Z4: 63:9 Z4: 54,9 Z4: 55.8 .Z4: 56,7 Z4: 57.5 Z4: 58.2 Z4: 58,9 Z4; 59.6 7-4:60.2 Z4:60.8 Ti.4 7-4:-65 7-4:623 24:63.0 Z4:63.9 Z4;64.8 Z4:65.7 7-4: 66.5 48'X120" -52.7 -53.9 -55.0 -58.1 -57.0 -57.9 -58.7 =59,4 -602 .60.8 ! -61.5 92.1 -627 . -63.2 -6318 94.3 -65.3 -66;2 -67.1 -67.9 60"x96" 7-5;51,6 7-5:52.8 Z5: 53.9 M. .54.9 Z5: 55:8 ZS: 56.7 ZS: '57.5 Z5: `58.2 Z5: 58.9 Z5: 59.6 � :60.2 Z5:ro"D.8 Z5:61.4 :61.9 ZS:62.5 Z5:63:0 Z5:63.9 Z5:64.8 Z5:,65.7 Z5: 65.5 51.9 -94.0 <96:0 -97.7 59-4 t -100.9 -182.3" -103.6 -104.9" -108A -1072 -108.3 -109.3 -110.3 -1112 -1.12.1 ,!13.8 -!15.4- -11fi.9 -118.3 36"x180" 45 7-4:51.0 7-4:522 7-4: 53.3 7-4; 54,3 7-4: ,55.2 7-4: 56.1 7-4: 568 7-4: 576 Z4: 58.3 7-4: 58.9 4:'59:6 24:602 Z4:60.7 24:-61.3 Z4:61;8 Z4:82.3 .Z4:63.2 'Z4:64.1 Z4:65.0 Z4: 65.7 48"X135" 52.3 =53.5 -54.7 -55.7 -56.6 -57.5 1 -53,3 -59.0 -59,7 -BOA -61.0 91.7 -62.2 -62.8 - -63.3 93,8 94.8 -65.7 96.6 -67.4 60"x108" 7-5:51.0 7-5:52.2 7-5: 53.3 7-5: 54.3 ;Z5: 55.2 Z5: '56.1 Z5: 568 Z5: 57.6 :75: 58.3 ZS: 58.9 Z5:.59.6 Z5:'60.2 Z5:60.7 Z5:61.3 Z5:61,8 Z5:62.3 .Z5:632 Z5:.64.1 Z5:65,0 Z5: 65.7 72"40" -90.4 -92.5 -94A -96.2 -97.6 -99.2 -100.6 -101:9 103.2' _104.3'1 -105.4 -106,5 -107.5 -108.5 1 -109.4 -110.3 -112:0 -1115 -115.0 -116.4 36"1-200" 60 Z4:50.5 Z4:'51.7 Z4: 52.8 "7-4: 53:6 24: 54.7 7-4:. 55.5 Z4: 56.3 57-0 Z4: 57.7 7-4: 58.4 7-4:59.0 7-4:59.6 7-4:60.1 7-4:'60.7 •7-4:61,2 Z4:61.7 Z4:62.6 7-4:63.5 Z4:64,3 7-4: 65.1 48"x150" -52.0 -53.2 -54.3 -55.3 -55.2 -57.1 57.9 ' -8.6 -59,4 -60,0 -60.7 -61.3 -61.8 -624 -629 -63.4 -64.4 -65.3 -66.2 97.0 50"x120". 7-5:50,5 Z5:51.7 Z5: 52.8 Z5; 53:8 Z5: 54.7 .ZS; 55.5 Z5: 56.3 Z5: 57.0 Z5: .57.7 Z5: 58.4 Z5:%.D 7-5:59.6 72"x300" -89.0 .. 91,1 j 939 -94.7 96,3 -97.8 -992 -100:4. -101:7. -1C2^:$ Sp3.9. -104.9 -1p5,9 -706:9' -107.8 -1CB.7 -110.3. -191:'3 -713.3 -114.7 Zone 5 Width,From Comers MEAN ROOF HEIGHT:THE AVERAGE HEIGHT BETWEEN TALLEST ROOF PEAK AND CORRESPONDING EAVE HEIGHT ABOVE LOWEST TERRAIN LEVEL IFT) 12-TABLE TO BE USED ONLY WHEN @I.DG�DEQ,HUT iORIZES THE PERMITAPFUGANT TO RATE PRESSURES BY CORRELATING V, �r ro eo gv avv ffo fxo foo fao fsv feo f7a fgv fgv uo xfo xzv Xao zoo leo avv PANELSIZES AND OTHER PARAMETERS HERE SHOWN BY USE CF THIS TABLE WITHOUT THE SITE SPECIFIC CUSTOM 49 4 4 4 4 1 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 •CALCULATION FROM A PROFESS(ptJAL EN6:4Ei2.70E TF LE SOLELY CONVEYS REQUIRE(WINO PRESSURES ANO NO 60 .6 6 6- 6 6 6 6 66 6 6 6 6 6 6 - 6 6 6 6 6 ADDITIONAL STATEMENT IS MARE,FEGAP.DJNG' iY'or{FR PRO,}ECT:CHARACTERISTIC OR STRUCTURE CHARACTERISTIC. ,Z 80 $ 8 $ $ '8 B 8 8 8 8 6 - -8 8, 6 B 8 8 6 8 8 13-USE ONLYWWDOWS'AND+DOORS THATCAP.1: A_l�t1AMiAAGE iUOAOR FLORIDR STATE PRODUCT APPROVAL. 100 10 10 10. !0 'ip !p 10 10 10 !0 10 10 10 10 90- l0 10 10 iD 10 14-DO NOT USE THESE�CHAPTS WHEP,ETHE PR CT IS IN PROXIMITY WITH TERRAINTHAT IS IRREGULAR IN HEIGHT(HILLS) wo '128 12: 12 12' 12 12.. 17- 12 12 12' 12 12-. 12 12 12 - 12_ 12 12 12 12 92 •r 140 14 14 14- 14 14 14 14 14 14 '14 14 14 14 14 14. 74 . 14 14 14 14 t9 180 16. 18 18 18 18� IS ' 98 18 18 '18 18 18 18 16 18 16 18 18 18 18 - Z 200 20, 20 20 20 20- 20 20 20 20 20 20 20 20 20 20. 20 - .20 20 20 20 220 22 22 122, 22 22 1 22 1 22 22 22 22 22. ,22 22 22 22 22 22 1 22 1 22 22 I' 240 24 24 12.41 24 24 24 24 24 24 24 24. -24 - 24 24 24 24 24 24 24 24 260 26. 26 .26 26 26 26 26; 26 26 26 26- 26 26 26 26 26 26 2fi 25 26 280 28 28 28 28 28 2828 211 28 28 28 28 28 28 28 28 28 28 28 28 360 28 30 30 30 30 30 30 30 34 30 34 30 30 3p 30 30 30, .30 30 30 e 328 28 32 32- 32 32. 37- 32 32 32 32 32 32 32 32 32- 32 32 32 32 32 ` .19' I'ARID A$1JGATTAS,PE#72471 34Q 28 32 34 34 34 34 3d 34 34 34 34 34 3d 34 34 34 34 34 34 34 ,'i,, { WINDOW/DOOR SCHEDULE APPROX IMPACT PROTECTION ID OPENING ** NO SIZE DESIGNATION TYPE IMPACT NEW REMARKS GLASS EXISTING WXH SHUTTER SHUTTER 1 105%X 95% PGT SGD5470 SL X 17-0420.07 DP+80/-98.50 2 141%X 95%: PGT SGD5470 SL X 17-0420.07 DP+98.50/-98.50 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2010 FBC1Residential R301.2.1.2 TOTAL GLAZED OPENING AREA FOR 8TRUCTURE: 8.17. PERCENTAGE OF NEW GLAZED AREA: (TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE) NOTE:The replacement of more than 25 of the aggregate area of exterior glazing(windows&doors)in one&two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved shutters or impact resistant glazing)as per 20 10 FBC1 EXISTING BUILDING 606.4. ** TYPE WINDOWS _SH—SINGLE HUNG AWN—AWNING SL—SLIDING DR—DOUBLE HUNG CAS—CASEMENT FIX—FIXED ROLON 9940 S. OCEAN DRIVE#809 JENSEN BEACH, FL File $1Y