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HomeMy WebLinkAboutBUILDING SCHEMATICBUl[ D/HG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR CDA&MMEM & CLADDING18S F) FOR ASCE 7 !0 PE®K ROOF HEIGHT LESS THAN OR EpNAL TO BO FEET aK BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN 7'-9" I' GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3" I- GREATER OR EQUAL THAN IT'-3" HEIGHT POSITIVE NEGATIVE POSmVE NEGATIVE tosmVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE T A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 5Z3 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 IOZ6 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 67.1 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-3O' B6.2 51.7 115.5 69.3 1 82.4 49.4 1077 64.6 773 46.4 97.4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 702.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 1 58.4 1 130.3 78.2 92.9 1 55.7 1 121.5 1 72.9 1 87.2 52.3 109.9 65.9 SUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS R CLADDING (8S.F_) FOR ASCE 7 10 PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED NOV 0 9 2018 ST. Lucie County, Permitting FILE COPY i6ll-, T PEAK ROOF L'° LESS THAN 12-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POS?/VF NEGATVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 _> 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 95.6 3ZT4 ! 175.2 V1QL. W j 88.0 52.8 155.0 93.0 > 90' - 100' 97.3 58.4 - 178.4 1-07.;�- 69.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > t6o' - 18o' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 160' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 109.2 125.5 105.2 63.1 185.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191.7 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 22Z 1 136.3 1 114. 1 68.5 200.9 1 120.5 > 400' - 450' 126.4 75.8 231.8 139. 1 116.5 69.9 205.1 123.1 > 450, - 500, 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 N 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY RIIS ENGINEER, B4.SED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE_ RISK CATEGORY BUILDING -& &POSURES 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND 04TED BY THIS ENGINEER IF USED 70 OBTAIN A ONE 77ME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CH4RF. WIND PRESSURES ARE UL7IM4TF AND ASD. PRESSURES 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID F ALTERED BY ANY MEANS. 5) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERM? HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/7AKE OFF SHEET, ETC.). FILE COPY INDICATED DESIGN WIND PRESSURES CORRESPOND TO TH£ MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. '* L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAMMA SHUTTER HEIGHT ** PRODUCTS WHICH BEAR A MIAMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL PEAp4 (� �0GvkS Y o` 0 � ^• $�Ty01� ®F � �oeo 2017 (6th EDIDON) FLORIDA BUILDING CODE - BROWARO, PALM BEACH, MARTIN, ST. LUCIE & INDIW RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAFfAMA SHUTTERS DRAWN BY RISK CAT. lI BLDGS 08109117 iL E C ®t N C. WIND PRESSURE CHART DATE r TESTING & ENGINEERING COMPANY BASIC WLND SPEED = 170 mph .W. J6ft R 57•. 3A WR4YMA a4RDLNS, A 33166 EXPOSURE D, Kd = 0.85 17- 194 e°•e :. (wsfe7l-1630 . Eor : (30 )871-r53i 6n 613<�W., arr Rer. x. aavirnav wa DRAWING No E8-0006719 WALTER A 77LUr. Jr. PE ' O1° i5-1w 71 3 SHEET i OF i FLOR/DA Uc. f 44167 2 4