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HomeMy WebLinkAboutDESIGN LOADS FOR COMPONENTS AND CLADDING2007 FLORIDA BUILDING CODE & ASCE 7-05 WIND VELOCITY=140 MPH DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' Mean DESIGN PRESSURES(PS - Zone 4 Roof Tdbuta Area 9 FI Height 10 15 20 25 3D 35 40 1 45 50 it .54.1 54.1 54.1 .53.4 52.8 52.3 51.9 .51.6 .51.2' 61-70 +54.1 -64.1 -64.1 +53.0 -52.2 +51.6 +50.8 +50.3 ''+49.8 45.6 55.6 .55.6 .54.9 54.3 53.8 53.4 .53.0 52.7 Boll +55.6 +55.6 +55.6 +54.5 +53.7 +52.9'. +62.3. +51.7. +51.2 57.0 57.0 -57.0 58.3 55.7 45.2 54.7 54.4 -54.0 Boll +57.0 +57.0 +57.0 +55.9 +55.0 +54,3 +53.6 +53.0 +52.5 58A 5B.3 -5B.3 57.5 -56.9 56.4 , 56.0 55.6 -55.2' 100ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5- +54.8 ,, +54.2 -+53.7 59'5 59.5 -59.5 58.7 58.1 57.6 47.1 56.7•--56.3 11011 +59.5 +59.5 +59.5 +58.3 +57A +56.6 +55.9 +55.3 +54.8 '60.6 50.6 50.6 .59.8 592 58.6 582 .57.7 -57A 120 R +60.6 1 +60.8 1 +60.8 1 +59A +58.5 +57.7 457.0 +56.3 +55.6 51.6 51.6 51.6 .60.8 -602 59.6 59.1 58.7 -58A 130 R +61.6 +61.6 +61.6 -60A +595 +58.6 +57.9 +57.3 +56.7 -62.61647 2.6 -62.6 -61.8 -61.1 SD.6 -60.1 -59.7 .59.3 140A +62.662.6 +02.6 +61A +60.4 +59.B +58.8 +58.2 +57.6 -63.63.5 53.5 .62.7 -62.0 -61.4 -61.0 50.5 .60.1 150It +63.563.5 +63.5 +62.3 +61.3 -60.4 +59.7 +59.0 +58.5 -64A4.4 - A 53.5 412.9 5Z3 51.8 51.4 51.0 160R +64A A +64.4 +63.1 +62.1 +61.3 +60.5 +59.9 +59.3 '65252 552 54.3 53.7 53.1 52.6 -62.1 -61.7 170 R +652652 +652 +63.9 +62.9 +62.0 +61.3 +60.6 40.0 56.06.0 58.0 55.15 A 53.8 53.3 -62.9 -62.5+66.066.0 180 fl +66.0 +64.7 +63.7 +62.8 +62.0 +61.4 +60.8190 56.76.7 56.7 55.9 55.2 .64.6 .64.1 -63.6 -63.2+66.766.7 ft +66.7 +65A +64A +63.5 +62.7 +62.1 +61.5200ft .7.5 57.5 SB.fi..-64.8 -64.3 -63.9-67.567.5 -67.5 +662 +65.1 +64.2 -63A +62.7 -62.1210 58282 58.1 57.3 S6.6 .66.0 55A 55.0 54.6+68268.2 ft +68.2 +66.8 +65.8 +64.9 +64.1 +fi3.4 .+fi2.8220 58.88.8 58.8 5].9 57.2 -66.6 56.1 -65.6 -65.2+68.868.8 it +68.8 +67.5 +66.4 +65.5 +64.7 +fiq.0 +fi3.4230ft 59.59.5 59.5 58.6 -67.8 -67.2 s-66.7 56.2 .-65.8 +69.569.5 +69.5 +68.1 +67.0 +66.1 -65.3 +64.6 +84.0 -70.170.1 -70.1 59.2 58.5 57.8 57.3 56.8 416.4 240 ft +70.170.1 +70.1 +68.7 +67.6 +66.7 +65.9 +65.2' +64.6 -70.770.7 -70.7 59A 59.0 58.4 57.9 57A+70.770.7 250 fl +70.7 +69.3 +682 +67.3' +66.5 +65.8- -+65.1' -71371.3 -71.3 -70A 59.6 59.0 58A 58.0+71.371.3 260ft +71.3 +69.9 +68.8 +67.8 +67.0 +66.3 +65.6 -71.971.9 -71.8 -70.9 -70.2 -69.5 -69.0 -68.5 -68.1 270 ft +71.971.9 +71.9 +70.5 +69.3 +6BA +67.6 +66.8 +66.2 -72A72.4 -72A -71.5 -70.7 -70.1 -69.5 -69.0 -68.6 280 ft +72A7Z4 +72A +71.0 49.9 .68.9 +68.1 +67.3 +66.]-72.972.9 -72.9 -72.0-712 -70.6 -70.0 -69.5 59.1 290 ft +72 972 9 +72 9 +71.5 +70.4 +69.4 +68.6 +67.8 +672 EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES PS - Zone 5 Reef Tilbutay Area S FI 30 Height 10 15 20 25 351 40 1 45 50 .99.1 -99.1 -99.1 -96A .94.1 .92.2 .9/5 59.0 61-70It -54.1 +54.1 +54.1 +53.0 +52.2 -51.5 +50.8 -50.3 -49.8 -102.0 -102.0 402.0 -99.1 -96.8 54.8 .93.1 .91.6 .90.2 80ft +55.6 +55.6 +55.6 -54.5 +53.7 +52.9 +52.3 +51.7 +512 -104.5 -104.5 -104.5 -101.6 .99.2 417.2 .95.4 .93.9 -92.5 Boll +57.0 +57.0 +57.0 +55.9 +55.0 +54.3 +53.6 -53.0 -52.5 -106.9 -106.9 -106.9 -103.9 -101.4 59.4 -97.6 -96.0 -94.6 IGOR +58.3 +58.3 +58.3 -57.2 +56.3 +55.5 +54.8 +54.2 +53.7 -109.0 .109.0 -109.0 .106.0 -103.5 -101.4 -99.6 .97.9 .96.5 11011 +59.5 +59.5 +59.5 +58.3 +57.4 +56.6 +55.9 +55.3 120ft .111.1 -111.1 -111.1 -107.9 -105A -103.3 -101.4 .99.7 -98.3 +60.6 +60.6 +60.6 +59.4 -58.5 +57.7 +57.0 +66.3 +55.8 130it -112.9 -112.9 -112.9 AC9.8 -1072 -105.0 -103.1 -+57.9. -101.4 - +61.6 +61.6 +61.6 +60.4' +59.5 +58.6 +57.3 +56.7 140 it -114.7 .114.7 -114✓ -111:5 -108.9. -106.7 .104.7. ':.+58.8 -103.0 .101.5 +62.6 +62.6 +02.6 +61.4 :+60.4 +59.8 +5B.2 +57.6 -116.4 -116.4 -116A -113.1 -110 5 108.2 .106.3' .104.5 -103.0 150 a +63.5 +63.5 +63.5 +62.3 +61 3 +60.4 't59.7 +59.0 +58.5 -118.0 -118.0 .118.0 -114.7 -112.0 -109.7 -1077 -106.0 -104.4 160 IT + A + A +64.4 -0.1 +62.1 -61.3 405 +59.9 -59.3 170it -1195 -119.5 -119.5 -1162 -113.4 -111.1 -109.1 -107.3 -105.8 +65.2 +652 1 +652 +63.9 -82.9 -62.0 +61.3 +60.6 -60.0 160 it -121.0 .121.0 -121.0 -117.6 -114.8 -112.5. -110.4 -108.6 -107.0 +66.0 +66.0 +66.0 -64.7 +63.7 -62.8 +62.0 +61.4 +60.8 190 it -122.3 .122.3 -122.3 .118.9 -116.1 -113.7 -111.7 -109.9 -108.3 +66.7 +66.7 +66.7 -65.4 +64A +63.5 +62.7 +62.1 +61.5 200it -123.7 .123.7 -123.7 -120.2 -117A -115.0 -112.9 -111.1 -109.4 _ +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63A +62.7 +62.1 -124.9 -124.9 -124.9 -121.4 -11B.6 -116.2 -114.1 -1122 -110.6 210ft +682 +682 +682 +66.8 +65.8 +64.9 +64.1 +63.4 +62.8 220ft -126.2 .126.2 .126.2 -122.6 -119.7 -117.3 -115.2 -113.3 -111.7 -68.8 -68.8 +68.8 +67.5 -66.4 +65.5 +647 +64.0 +63.4 '230ft -127A -127A -127A -123.8 -120.9 -1164 116.3 -1144 -112.7 +69.5 +69.5 +69.5 +68.1 1 +67.0 +66.1 +65.3 -64.6 +64.0 -128.5 428.5 -128.5 -124.9 -122.0 -119.5 -117.3 -115.4 413.7 240 it +70.1 +70.1 1 +70.1 1 +6B.7 +67.6 +66.7 +65.9 +652 +64.6 -129.6 429.6 -129.6 -126.0 -123.0 420.5 -118.3 -116.4 .114.7 250 it +70.7 +70.7 -70.7 -69.3 +68.2 +67.3 +665 +65.8 +65.1 -130.7 -130.7 -130.7 -127.0 .124.0 .121.5 -119.3 .117.4 .115.7 260 it -71.3 +71.3 +71.3 +69.9 +68.8 +67.8 -67.0 +66.3 -65.6 270 it -131.7 .131.7 .131.7 428.0 .125.0 .122.5 -120.3 .118.3 .116.6 +71.9 +71.9 +71.9 +70.5 -69.3 -68.4 +67.6 +66.8 .66.2 280 it -132.7 -132.7 -132.7 429.0 -126.0 -123.4 -1212 -1192 -117.5 +72.4 +72A +72.4 +71.0 -69.9 -68.9 +68.1 +67.3 -66.7 -133.7 .133.7 -133.7 -130.0 -126.9 -124.3 -122.1 -120.1 -118.3 290 it +72.9 +72.9 +7Z9 +71.5 +70A 469A +68.6 +67.8 +67.2 RE AND SHALL NOT BE REPRODUCED N WHOLE OR PART V WITHOUTWRUTEN CONSENT OF FRANK L BENNARDO, PE O ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR GIN OR 9 MARKNOSTOTHISDOCUMWARENOTPERMRIEDAND I MRH > 60' BASED ON Kd=0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE'WORST CASE' PRESSURES.'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THATREQUIRE Kd=1.0; TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY. 3. USE OF TABLES VALID ONLY FOR BUILDINGS GREATER THAN 60' MEAN ROOF HEIGHT. 4. TABLE VALUES VALID ONLY FOR ROOF SLOPES LESS THAN OR EQUAL TO 30'. S. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUNDUP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY.AREA OF THE OPENING IN QUESTION (HEIGHT • WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED. BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 5) PER 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR`HSPAS MUNICIPALITY IN ACCORDANCE WITH CODE. By GENERAL NOTES: St- Luce COUI REQUIRED BY THE LOCAL 1. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DOF LEAST HO mz DIMENSION OR 40%OF D DRAWING. THESE TABLES ONLY VALID WHEN SIGNED& MRH, WHICHEVER IS RAISED SEALED BY FRANK L BENNARDO, P.E. SMALLER, BUT NOT LESS 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE THAN 4%OF LEAST HORIZ TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, DIMENSION OR 3FT (1.). AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE USE ZONE 5 IF AT ALL IN DICTATED AND VERIFIED BY THE GOVERNING BUILDING QUESTION. CONSULT AN DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR ENGINEER FOR A MORE APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. SPECIFIC INTERPRETATION 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY IF REQUIRED. PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA -AND OTHER APPROVALS FOR DESIGN&INSTALLATION INFORMATION a a AND APPLICABILITY OF THESE TABLE VALUES: WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND'. GUST (WIND VELOCITY) FOR A CATEGORY 11 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I=1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES.. 4 TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE m s ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. I ENCLOSED BUILDING ONLY. HVHZ= HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. O a, 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM z ORDINANCES. Y 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE ELEVATION INTENDED. WALL ZONE FIGURE 2007 FLORIDA BUILDING CODE ASCE 7-05, MRH > 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING kENGINEERING EXPRESS° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH:(954) 354-0660 FAX:(954) 354-0443 WWW.ENGEXP.COM CFAT OF AUTH na95 2007 FLORIDA BUILDING CODE & ASCE 7-05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES PS - Zone Roof Tdbu Area S F1 F5 Height 10 2D 25 30 40. 45 50 S4.1 54.1 -53A 52.8 52.3 51.9 51.6 51.2 61-70k +54.1 +54.1 +53.0 +52.2 +51.5 +50.8 .50.3. +49.8 -45.6 .55.6 -54.9 54.3 53.8 53A 53.0 -52.T 60 ft +55.6 +55.6 +54.5 +53.7 +52.9 +52.3 +51.7 +51.2 5Ta 57.0 46.3 55.7 55.2 54.7 -54.4 -54.0 90ft 457.0 J�7.0 +57.0 +55.9 +55.0 +5,13 +53.6 +53.0 +52.5 58.3 -58.3 -57.5 .56.9 56A 56.0 55.6 552 100 it +58.3 +58.3 +572 +56.3 +55.5 +E,LS +54.2:-+53.7 59.5 .59.5 -58.7 58.1 57.6 -57.1 .56.7 --56.W 110k +59.5 +59.5 +58.3 +57A +56.6 +55.9 +55.3 +54.8 50.6 50.8 -59.8 592 -58.6 -582 -57.7 57.4 120 ft +60.6 +60.6 +60.6 1 +59A +58.5 +57.7 +57.0 +56.3 +55.8 .61.6 .61.6 -61.6 50.8 502 59.6 .59.1 .58.7 -58A 130 R +61.6 +61.6 +61.6 +60A +59.5 458.6 +57.9 +57.3 +56.7 -62.6 -62.6 -62.6 51.8 51.1 .60.6 50.1 .59.7 59.3 140 It +62.6 +62.6 +62.6 +61A +60A +59.6 +58.8 +58.2 +57.6 '63.5 -63.5 -63.5 52.7 52.0 51.4 .61.0 .60.5 -60.1 150 ft +63.5 +63.5 +63.5 +62.3 +01.3 +60.4 +59.7 +59.0 +58.5 5 A 5 A 5 A 53.5 .62.9 .62.3 51.8 51.4 51.0 160 It +64A + A +64A +63.1 +62.1 +61.3 -60.5 +59.9 +59.3 552 552 552 -TA.3 53.7 53.1 52.6 52.1 -61.7 170 ft +652 +65.2 +65.2 +63.9 +62.9 +62.0 +61.3 +60.6 +60.0 -66.0 .66.0 56.0 55.1 54.4 53.8 53.3 -62.9 -62.5 180 it +66.0 466.0 +66.0 +64.7 +63.7 +62.8 +62.0 +61A +60,8 -66.7 46.7 -66.7 55.9 55.2 5 A 54.1 53.6 -63.2 190 it +66.7 +66.7 +66.7 +65A +64A +63.5 +62.7 +62.1 +61.5 -67.5 -67.5 -67.5 -66.6 -65.9 -65.3 54.8 - 1.3 --63.9 200it +67.5 +67.5 +67.5 +662 465.1 4642. 463A +62.7 +62.1 582 582 .68.1 -67.3 -66.6 -66.0 55A 55.0. -64.6 210ft 4682 +68.2 +68.2 ♦66.8 4B5.8 464.9 464.1. +63.4 +62.8 58.8 58.8 -68.8 -67.9 -67.2 -66.6 -66.1 55.6. 55.2. 221 It +68.8 +68.8 +68.8 +67.5 +66.4 +65.5 464.7 +64.0 +63.4 .69.5 -69.5 59.5 58.6 57.8 572 58.7 A62 -65.8 230R +69.5 +69.5 +69.6 +68.1 +67.0 +66.1 +655 +6 A +64.0 -70.1 -70.1 -70.1 592 .68.5 57.8 57.3 56.8 .6 .4 240 ft +70.1 +70.1 +70.1 +68.7 +67.6 +66.7 +65.9 -+65.2: + ..6' -707 -70.7 -707 -69.8 -69.0 -08.4 57.9 57.4 57.0 250ft +70.7 +70.7 +70.7 +69.3 +682 +67.3 +66.5 +65.8 +65.1 -71.3 .71.3 -71.3 -70.4 -69.6 -69.0 58.4 58.0 57.5 260 it +71.3 +71.3 +71.3 +69.9 168.8 +67.8 +67.0 +66.3 +65.6 -71.9 -71.9 .71.8 -70.9 9.0 -68.5 58.1 270 it +71.9 +71.9 +71.9 +70.5 467.6 +66,8 +66.2 .72'4 -72A -72A -71.559.5 -69.0 -68.6 280 ft +72A +72A +72.4 +71.0 1E+68A +68.1 +67.3 +66.7 -7 -729 72.9 -72.0 -70.0 59.5 59.1 290 it +72.9 9+729 +72.9 +71.5+68A +67.8 +67.2 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES PS - Zone 5 Roo( Tdbeta Area S FI 3D Height 10 15 20 1 25 35 40 45 1 50 -99.1 .99.1 .96.4 •94.1 .92.2 -90.5 59.0 -87.7 61-70 ft +54.1 +54.1 +54.1 +53.0 +52.2 +51.5 +50.8 +50.3 +49.8 -102.0 .102.0 -102.0 -99.1 .96.8 .94.8 -93.1 41.6 A0.2 80ft +55.6 +55.6 +55.6 +64.5 +53.7 +52.9 +52.3 +51.7 +512 -104.5 -104.5 -104.5 -101.6 -992 .972 -95A -93.9 -925 SIR +57.0 +57.0 +57.0 +55.9 +55.0 +54.3 +53.6 +53.0 +52.5 -106.9 -106.9 -106.9 -103.9 -101A -99A .97.6 -96.0 -94.6 look +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +542 +53.7 -109.0 -109.0 AD9.0 -106.0 -103.5 -101.4 .99.6 -97.9 -96.5 110ft +69.6 +59.5 +58.3 +57A +56.6 +55.9 +55.3 +54.8 -111.1 111.1 -111.1 -107.9 A05.4 -103.3 -101A .99.7 .98.3 120 it +60.6 60.6 +60.6 +59A +58.5 +57.7 +57.0 +56.3 +55.8 - 412.9 412.9 4095 -1072 .105.0 -103.1 AOIA -100.0 130ft +61.6 +61.6 +61.6 +60A +59.5 +58.6' +57.9'.457.3 +56.7 .114.7 414.7 -114.7 411.5 -108.9 •106.7 .104.7 .103.0 -101.5 140ft +62.6 +62.6 +62.0 +61.4 +60.4 +59.6 +58.8 +68.2 +57.6 .116.4 -116.4 .1164 -1131 .110.5 -108.21 -106.3 :AD4.5 .103.0 150ft +63.5 +63.5 +63.5 +62.3 +61.3 .60.4 +59.7 ♦59.0 +58.5 -118.0 -118.0 -118.0 -114.7 -112.0 -109.7. -107.7 -106.0 -104.4 160 it +64.4 + A + 1.4 +63.1 +62.1 +61.3 +60.5 +59.9 +592 170 ft -119.5 419.5 -1195 -116.2 -113A -111.1 -109.1 -107.3 -105.8 +652 +652 +65.2 a63.9 +62.9 +62.0 +61.3 +60.6' +60.0 160 ft -121.0 421.0 -121.0 .117.6 A UA -112.5. A 10.4:, -108.6 -107.0 +66.0 +66.0 +66.0 +64.7 +63.7 +62.8 +62.0 +61.4 +60.8 k -122.3 .122.3 -122.3 -118.9 -116.1 -113.7 -111.7 -109.9 .108.3 190 +66.7 +66.7 +66.7 +65.4 +64.4 +63.5 +62.7 +62.1 +61.5 200ft -123.7 -123.7 -123.7 -120.2 -117.4 -115.0 .112.9 411.1 409A +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63A +62.7 +62.1 '210ft -124.9 -124.9 -124.9 -121A -118.6 -116.2 414.1 -1122 -110.6 +68.2 +682 +682 +66.8 +65.8 +64.9 +64d +63.4 +62.8 -126.2 -126.2 -1262 -122.6 -119.7 -117.3 -1152 -113.3 .111.7 220 R +68.8 +68.8 +68.8 +67.5 +66A +65.5 +64.7 +64.0 +63A -127A -127A .127A -123.8 -120.9 -118A -116.3 -114.4 .112.7 230it +69.6 +69.5 +69.5 +68.1 I +67.0 +66.1 ♦65.3 +64.6 +64.0 240 R -128.5 -128.5 -1285 -1 .0 Al 419.5 -117.3 -116A 4137 +70.1 +70.1 +70.1 -N..T +65.9 +65.2 +64.6 250 it 29.6 1.7 4 �1' - -10 +70.7 ++Y 449,3 +67.3 +685 +65.6 +65.1 -130.7 .130.7 -130.7 - �12 Q -121.5 -119.3 -117A -116.7 260 R +71.3 +71.3 +71.3 -69.9 6 8 +67.0 +66.3 +65.6 -131.7 .131.7 .131.7 -128.0 .125.0 • j 1120.3 .118.3 -116.6 270 it +71.9 +71.9 q1.9 q05 469.3 +66A +67.6 +66.8 +66.2 -132.7 -132.7 -132.] -129.0 -128.0 -123.4 4212 4192 -117.5 280it +72A +72.q +72.4 +71.0 +69.9 +68.9 +68.1 +67.3 +66.7 -133.1 -133.7 -133.7 F-130.0 -126.9 -124.3 -122.1 420.1 -118.3 29Dft 1 +72.9 +7ZE +72.9 1 +71.5 +70.4 +69.4 1 +68.6 +67.8 +672 n n x -1 in r THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNAR00 I IPE AND SHALL NOT BE UCED IN WHOLE OR PART Z V W ALTERATIONSS, ADDITIONS.N CONSENT DFH�LIGUING, OR OK L DTHEI � )"�' v MARNWGSTOlH1600LUMFIRARE NOTPEAMITIEOAND WIND VELOCITY=140 MPH ON Kd= EXPOSURE 'C' S EETABLE NOTESS FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TODEPICT THE'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY-Kd REQUIREMENTS WITH LOCAL MUNICIPALITY. 3. USE OF TABLES VALID ONLY FOR BUILDINGS GREATER THAN 60' MEAN ROOF HEIGHT. 4. TABLE VALUES VALID ONLY FOR ROOF.. SLOPES LESS THAN OR EQUAL TO 10°. S. IDENTIFY THE BUILDING.MEAN (AVERAGE)i ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THEITRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT • WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 5) PER USE AS REQUIRED BY THE LOCAL GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC a- 10% OF LEAST HORIZ DIMENSION OR 40%OF DRAWING. THESE TABLES ONLY VALID WHEN SIGNED& MRH, WHICHEVER IS RAISED SEALED BY FRANK L BENNARDO, P.E. SMALLER, BUT NOT LESS 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE THAN 4%OF LEAST HORIZ TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, DIMENSION OR SIFT (I.). AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE USE ZONE 5IF AT ALL IN DICTATED AND VERIFIED BY THE GOVERNING BUILDING QUESTION. CONSULT AN DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR ENGINEER FOR A MORE APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. SPECIFIC INTERPRETATION 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY IF REQUIRED. PRODUCT APPROVED CERTIFICATION. REFERTOANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN &INSTALLATION INFORMATION a a AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE SECOND'. GUST (WIND VELOCITY) FOR A CATEGORY 11 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION); USING AN IMPORTANCE FACTOR 1-1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES ORASSEMBLY OCCUPANCIES., 4 TOPOGRAPHIC FACTOR Kat=1.0 FOR FIJIT,TERRAIN USE x ONLY. THESE TABLES NOT VALID. FOR HILLY TERRAIN. ENCLOSED BUILDING ONLY. HVHZ =HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. o Z S S 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM z ORDINANCES. f 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE ELEVATION INTENDED. 2007 FLORIDA BUILDING CODE ASCE 7-05, MRH > 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH:(954) 354-0660 FAX:(954) 354-0443 W W W.ENGEXP.COM CERT OF AUM k3885