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HomeMy WebLinkAboutBUILDING SCHEMATICJ OV&DING'S PEAK ROOr HEIGHr im DESIGN WND PRESSIM FOR CDA07MM & CLADDING (PS�Fj FOR ASCE-7--10 - PEAK ROM HEMr LESS THA' BASIC WIND SPEED = 170 mph RISK CATEGORY n BUILDINGS RESIDENTIAL. APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY � � 7 '�) �`.3 1 ST. j,,de COunty I pellitting - PEAK ROOF I' LESS THAN 7-9" 1- GREATER OR EQUAL THAN 7�9' AND . LESS THAN 12�3" I- GREATER OR EQUAL THAN 12'-3" HEIGHT PosIlIVE XEr4l" POSITIVE KVGAI7Vr POSMVE NEr47?VE (h) UL17MATE kS.D. 01.71MATE A.S.O. UL77MATE A.SD. UL77MATE A.S.D. ULTZM47F A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 * 15�20- 80.4 48.2 IOZ6 64.6 76.6 46.1 100.4 60.2 72.0 43.2 90.8 54.5 * 20'-25' 83.6 50.2 111.9 6Z 1 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 * 25�30' 86.2 51.7 115.5 69.3 82. 49.4 1077 64.6 7Z3 46.4 9Z4 58.4 * JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 40'- 0; 56. 126,2 75.7 90.0 54. 0 1177 7 50.6 106.5 63.9 > �60 97.j W6 38. i 30.j 78.2 92.9 55.7 87 3� 2 10.9.9 1 65.9 SCANNED BY St. Lucie County INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAYZUUM END ZONE AND INTERIOR ZONE CONOMONS AND FOR ALL ROOF SLOPE!T L = SrORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BA'~ SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MIWI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'$ PEAK ROOF HENIff vs DESIGN WND PRESSURE FOR COWMATNTS A CLAWNG (81F-) FOR ASCE 7-10 - PEAK ROOF HEIGHT GMTER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY /I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L-- LESS THAN 12-3- L- GREATER OR EQUAL THAN 12�3" HEIGHT POsmvr NEGA77VE P NEOAMT (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIM47E A.S.D. ULUMATE A.S.D. > 60' - 70' 91.5 54.9 - 16Z 7 100.6 84.J 50.6 148.4 89.0 U_76�' 7::7, 9---- 3.6 F 171-6 .6 FWIOJ.O 1 6.2 8 5 1.7 5 1 1.9 91.1 > 80, - go, 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 * go, - too' 1 9Z3 58.4 178.4 1OZ4 89.7 53.8 15Z9 94.7 * 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 9Z8 * 120' - 140' 103.2 61.9 1 189.2 113.5 1 95.1 5Z I 16Z4 100.4 * 140' - 160' 105.6 63.4 19J. 6 116.2 973 58.4 171.3 102.8 * 160' - 180' loza 64.7 I9Z6 118.6 99.3 59.6 174.9 lU4-9 * 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 * 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * JOO' - J50,1 1210 72.6 221.9 133.1 111.5 66.9 196.3 lIZ8 * J50' - 400'l 12J.9 74.3 22Z 1 136.3 114.1 68.5 200. 5 * 400' - 450'1 126.4 75.8 231.8 139.1 116.5 -99.9 205.21 i2i I * 45OF - 500a 1 128.8 1 77J 1 236.1 71.2 208.q 1 125-31 No I.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGANEM BASED ON ASCE 7-10, FOR A BASIC WHO SPEED OF F70 MPH, AND APPLICABLE RISK C47EGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM477ON FOR A Snr SPECIRC PROJECT. 2.) THIS Who LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER F USED 70 OBTAIN A ONE TZUE BUILDING PERUIF. J) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC770M OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART KIND PRESSURES ARE UL77AMTE AND A&D. PRESSURES 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEAN--, 5) DESIGN WND L04D SELEC7ED BY THE CON7RACrOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (eq. SPREADSHEET. OPENING SCHEDULEVT4KE OFF SHEET, ETC.). rlLE Copy k. '4157 N vlc� Of 0 Ito Go 2017 (6th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTN, Sr. LUCIE & INDIAN RIVER COUNTIES I ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & B*PM SHLWERS DRAWN BY RISK CAT fi ELOGS 08109117 RLIEC011ac. WIND PRESSURE CHART DATE =610 & ENGINEEWING COURANY -5.- WND SPEED = 170 mph S� = WIN7WA G4RDDM R 3116- EXPOSURE D, Kd 0.85 17-194 I ta DRAWING N. . EB-0006719 mm WALTER A TLLIF Jr. P.E. F7DR/OA Ll�- & 44797 1 1 SHEET I OF I