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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR GOMPON NTS GLeDD/NG (P S F.) FOR gSGE 7-f 0 - PEAK ROOF HEIGI+J L ss THAN OR n77e/ m sn F£�r ar BASIC WIND SPEED - 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEN( L-LESS THAN 7'-9" L++GREATER OR EQUAL THAN 7'-9"AND L-GREATER OR EQUAL THAN 12'-3" ROOF LESS THAN 12'-5" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE ASD. ULT/MATE A.S.D. ULTIMATE ASO. ULTIMATE A.SD. ULTIMATE ASD. ULT/MATE A.SA * INDICATED DESIGN WIND PRESSURES 0'- 15' 76.4 1 45.8 102.4 61.4 73.0 4J.8 95.5 57.3 68.5 41.1 86.4 51.8 ZONE CORANDRESPOND TOINTERIOR THE ZONE CONDITIONS > 15'-20' 80.4 48.2 7076 64.6 76.8 46.7 100.4 60.7 72.0 43.2 90.8 54.5 AND FOR ALL ROOF SLOPES >20'-25' 83.6 50.2 111.9 67 f 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 >25'-JO' 86.2 51.7 115.5 69.J 82.4 49.4 1077 64.6 773 46.4 g74 58.4 **L e ACCORDION SHUTTER SH�UTTTER >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102,4 67,4 BUOE LENGTH OR BAHAMA 7J SHUTTER HEIGHT. �- >40'-50' 94.3 56.6 726.2 75.7 90.0 54.0 }177 70.6 84.4 50.6 106.5 63.9 *** PRODUCTS WHICH BEAR A 973 58.4 130.3 78.2 97.9 --- 121.5 72.9 872 52.3109.9 65.9 UNLIT-ITADE COUNTY OR A STATE OF FLORIDA APPROVAL r BU/LO/NG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) C Itoof 41 t-- PEAK L-LESS THAN 12-J" L••GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE ASO. ULTIMATE A.SD. ULTIMATE A.S.O. ULTIMATE A.S.O. >60'- 70' 91.5 54.9 167.7 100.6 84.J 50.6 1 148.4 89.0 BUILDING SCHEMATIC >70'-eo' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 97.3 178.4 89.7 5J.8 157.9 94.7 wo > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 I,IIE+IA1E�A+�� �� 1=M > 1Z - o' 70J.2 61.9 189.2 713.5 95.1 571 167.4 100.4 11111�`�A. TI( > 140'- !60' 105.6 63.4 193.6 116.2 973 58.4 177.3 102.8 ,1\ Pte.•.•.......,•�J✓$ > i60'- 780' 7078 64.7 1976 118.6 99.3 59.6 174.9 104.9 \\\ 4: VGENSF••••�i > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 _ 178.1 106.9 \\\ >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 2• No.44167 >250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * ,* >300'-J50' 121.0 72.6 221.9 133.1 1 111.5 66.9 196.3 7178 'b STATE OF 120.5 >400'-450' 126.4 75.8 231.8 739.1 116.5 69.9 205.1 123.1 _�_�.<`'••A 0 R IOP •��'\1\\\.3/�(��lv f >450'-500' 128.8 773 236.1 141.7 118.6 71.2 708.9 175.3 This is Not A bier Drawing. - SionA�� f,1 Valid Only For One Time Permit.No 1.)THIS CERRREO SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,B45ED ON ASCE 7-10,FOR A BASIC Who SPEED OF 170 MPH,AND 2014(51h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN,ST. LUCIE&INDAN RNER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT. Z)THIS WIND LOAD CH4RT MUST BE SIGNED,SEALED AND OATEO BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM?. ASCE EC WIND PRESSURE CHART AS SHOWN SR)RM PANELS L$ALL"OROfON&BAHAM4 51-IU17ER5+++ SCALE J)WIN CONIR4Cr0R PRESSURES ARE ULTIMATE HOLDR T O BE A.S.O.RESPONSIBLE PRESSURES THE FORSELECTION OF DESIGN WHO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. Il BLOCS 06/1 7/15 4.)THIS W/ND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS LECC 1 N e, WINO PRESSURE CHART DATE T7LUT TESTING&ENGINEERING COMPANY BASIC WIND SPEED a 170 mph 1$-188 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WINO LOAD CHART SHALL BE INO/GATEO ON A SEPARATE OOCUMENT PREPARED BY - -' e5s5 NN.,Tele.sc sd..T55.ImcrNu Gkv n JMSe EXPOSURE O,Kd-0.85 THE CONTR4CT0R OR PERMIT HOLDER(e.g.,SPREA)SHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC.). P-:(Jff!71-15Te•F -(Aef TI-15]1 DRAW/NG No E6-0006719 WALTER A TILL?Jr.P.E pO 11-ni 171M n - SHEET I OF 7 FLORIDA UG. 44167 a.npw•rl6 s