Loading...
HomeMy WebLinkAboutBUILDING SCHEMATICRMLOW'S PEAK ROOE HEIGHr ms U-SM WND PREMSURE FOR COMPDAMTS A CLAppM (PS-F.) FOR ASAgf-Z--10 - PEAK ROOF HEIGHT LESS THAN OR WUAL TO 60 BASIC WIND SPEED = 170 mph RISK CATEGORY /I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERC14L BUILDINGS (RETAIL, WHOLESALE) I PEAK ROOF I' LESS THAN 7-9" L- GREATER OR EQUAL THAN 7�9- AND . LESS THAN 12�3" L' GREATER OR EQUAL THAN 12'-J" HEIGHT Pasinvr NEGATIVE POSAIVII NEGAnVE -POSMVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULnMATE A.&D. UL77MATE A.S.D. ULTIMATE kS.D. UL77MATE A.S.D. 0' - 15, 76.4 45.8 102.4 51.4 7J. 0 43.8 95.5 5Z3 68.5 41.1 86.4 51.8 * 15�20' 80.4 48.2 1OZ6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 * 20�25' 83.6 50.2 111.9 6zi 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 Z� - .2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 7Z3 46.4 97.4 58.4 > Lo- fo 0-7 54.4 127.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61. _50 40_ 9 ,56.6 6. 5.7 1 90.0 54.0 117.7 70.6 84.4 50.6 106.5 9 63.9 > 50�6c' 97-3 __W 1 1.30_3 1 78.� 92.9 1 55.7 1 121.5 1 72.9 1 8Z2 52 1 .3 1 109.9 9 1 65.9 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE a n; RECORD n VjoRK CONIMAUly vRopost -HESEPLMSAKD4�� VkfkEC*f10145 cl To Nw GO crow"IT . Rf suw, vir,"Ditirapp 'EQuIRE013*4 SlkRjjtj0RD0110 "ar vjecps A. '009% RAKMAWS PEAK ROOF HEIGhff vs DESIGN WIND PRESSUAE FOR COMPONEWS & CLAD&W MS-F.) F70R ASCE 7-10 - PEAK ROOF HEIGHT GMTER THAN 6A7 BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) scp,wF-0 15N( '36le counw st I - PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12�3" HEIGHT POSITIVE NEGATIVE POSIT'VE NEGAnVE (h) ULT194TE A.S.D. UL77MATE A.SD. ULTIMATE A. S D. UL77MATE A.S.D. * 60' - 70' 91.5 54.9 16Z 7 100.6 84.3 50.6 148.4 89.0 * 70' - 80' 93.6 55.2 171.6 103.0 86.2 51.7 151.9 91.1 * 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 > go' - wo' 1 97.3 58.4 178.4 107.4-1 89.7 5j. 8 15Z9 94.7 100.5 184.2 11,0 5 92.5 55.5 163.0 978 * 120' - 140' 103.2 61.9 189.2 113.5 95.1 5Z I 16Z4 100.�- * 140' - 160' 105.6 63.4 19J. 6 116.2 97.J 58.4 1713 102.8 * 160' - 180' 107.8 64,7 197.6 118.6 99.3 59.6 174.9 104.9 * 180' - 200' 109.8 65.9 201.1 120.8 101.1 60.7 178.1 106.9 * 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 * 250' - 300' IIZ8 70.1 215.0 129.6 108.5 65.1 191.1 114.7 * 300' - 72.6 221.9 111. 1 111.5 66.9 196.3 IIZ8 * 350' - 400' 12J. 9 74.3 227.1 136.3 114.1 68.5 200.9 ��o ' * 400' - 450' 126.4 75.8 2J1.8 lig. 1 116.5 69.9 205.1 12i 1 n * 45o' - 5oo' 128.8 1 77.3 1 2J6. 1 141.7 1 118.6 1 1 125.3 1.) THIS CER77FIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, 84SED ON ASCE 7-10, FOR A BASIC WIND SPEED Or 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & D(POSURES, IS COMPLETFLY GENERIC AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC PROJECT. 2) THIS M14D LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED Io OBTAIN A ONE 77ME BUILDING PERMIT. J) CONWCTOR OR PFJ?MIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART WIND PRESSURES ARE UL77MATE AND A.S.D. PRESSURES 4) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WIND LOAD SELECTED BY 7HE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (..g., SPREADSHEET OPENING SCHEDULE17AKE OFFSHEET, ETC.). 05V um- 0 s,v.l,Zcvl' fos 1, r�N;WNNI� p�jf- w- lilt, -- lay- - 0, Ty 0 Igo. 44167 % SOS INDICATED DESIGN Who PRESSURES CORRESPOND TO TIE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH. ACCORDION SHUTTER BLADE LENGTH OR BY~ SHUTTER HEIGHT PRODLIC7S WHICH BEAR A MbWl-DADE COUNTY OR A STATE OF FLORIDA APPROVAL ?f- "' �fl-) ,�00� '�00 Go 2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR17N, ST. LUCIE & INDIAN RIVER COUNTIES