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HomeMy WebLinkAboutDrawing, layout F per A#2 2?Harr Kosco Residence 2700 N Hwy A IA # 903 Fort Pierce File COPY b BASIC WIND SPEED 170 mph RISK CATEGORY I/BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) FECErVED eM PEAK L-LESS THAN 7'-9" E.-GREATER OR-EQUAL THAN 7'-9'AND L•'GREATER OR EQUAL THAN 12'-3' . pe7foittln9 nep,,,o .ROOF LESS THAN 12'_3' $L.Gude�P'��� HE/GM POSITIVE NfGA77YE F'OS1liVF NEDADYE POSRlYf NEGATIVE (h) ULTIMATE A.SD. ULRMATE 4S.D. ULTIMATE A.SD. ULT/MATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.SA * INDICATED DESIGN WIND PRESSURES o'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPONa ro TH£MAxrMUM END ZONE M'D'INTERIOR LONE CONDITIONS , > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 50.2 720 432 90,8 54„5 AND FORALL ROOF >20'-25' 836 50.2 111.9 S7 J 79.8 47.9 104.4 62.5 74.8 44.9 94.4 56.6 >25'-3D' 86„2 St.7 175.5' 69.3 82.4 "49.4 1077 64.6 773 46.4 974 56.4 * L ACCORDION SHUTTER BLADE LEN IN OR&J" >30'-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 SHUM HEIGHT >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 �(,�1C*'PRODUCTS WHICH BEAR A >so'-sD' 973 5B.4 130,3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 `MUNr-aaE G°Orm°R A C SLATE OF FLORIDA APPROVAL BUILDING'S PEW ROOF H£IGhT t-'3 DESIGN WIND PRESSURE FOR CDAAPONENTS & CLADDING as.F.) FOR AWE 7-f0 - PEAK ROOF'HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY U BUILDINGS - RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK I-LESS THAN 12-3' I-GREATER OR EQUAL THAN 12'-3' REVIEWED p�pp pp'�� F®O(�R� HOOF POSITIVE NEWTNE POSITIVE 'NEGATIVE CODE�/®(Yi0-�..IA��+E NFIGNT �p (h) ULTIMATE A.SA ULTIMATE A.SD. ULTTHRJE A.S.O. •ULRMATE A.S.D. ST. i UCIE COUNTY >60'- 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 L� Y.• BOCC BUILDING SCHEMATIC > 70'-60' 93.6 56.2 171.6 IOJ.O 86.2 51.7 151.9 91.1 V >80'-90' 95.6• 57.4 175.2 T 05.1 88.0 52.8 155.0 930 >so'- 100' 973 58.4 178.4h125.5 89.7 53.8 f579 94.7 > t0o'- 120' 100.5 60.3 164.2 92.5 55.5 163.0 978 > 120'- 140' 703.2 67.3 189.2 95.1 57.1 167.4 100.4 r+r�T!�� t N.i 1L,+-w'i > Igo'- 180' 1078 64.7 197.6 99.J 59.6 174.9 104.9 �O�63.4 1916 116.2 97.J 56.4 171.3 102.8 /a'�` (at"c••p•�� �tr� �L > 180'-200' 109.8 65.9 201.3 tot 1 ' 60.7 178.1 106.9 i� Ae aeY File V„•4'- >200'-250' 114.1 68.5 209.2 105.2 63.1 185.1 111.7Y�V! >250'-300' '117.8 70.t. 21&0 . 108.5 65.! >JaW-J50' 121.0 726 221.9 JdJ.J 111:5 66.9 196.3 1 t 78 % „�,� 8TAT 'Of - - >350'-400' 123.9 74.3 227.1 J36.3 114„7 68.5 200.9 120.5 % •% yY n r /� - >400'-450' 125.4 75,8, 231.8 139.1 116.5 69.9 205.1 1231 Did'�;,6�d�lOQ;r��i >450'-500' 128.8 773 236.1 141.7 118.6 71.2 •208.9 125.3 s %.`rS�ONAr- end 1.)THIS CERT/M SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,aASED ON ASCE 7-10,No MR A BAS/C WIND SPEED OF 170 MPH,AND 2017(6th EOIRON)FLORIDA BU/GOING CODE-BROWARO,PALM 8/4CN MARTIN,S! WCl£&1NOGW RNER COUN77ES APPLICABLE RISK CATEGORY BUILDING&aPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART LA 2.)HAS WIND LaAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER lF USED to OBTAIN A ONE TIME BUILDING PERMIT STOW PANELS,ACCORDION&BAHAMA SHUTTERS•ri _ORA"BY J)CONWCTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WLND LOAD awn - �r _RISK!AT. 11 BLDGS 06/09/17 WIND PRESSURES ARE ULOUATE AND A.S.D.PRESSURES ' O INC WIND PRESSURE CHART -TE 4.)THIS WINO LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. TTtttT TESTING✓!ElLQ1HE£RJNO COMPANY B4SIC WIND SPEW. 170 mph 17-194 • 5. DESIGN WIND LOW SELECTED 8Y THE CONTRACTOR OR PERMIT MOLDER FROM 1Nis WIND LOAD CHART SFWt BE TNp/CA7F0 ON A SEPARATE DOCUMENT PREPARED by ND!NN.JBN S sI..ws wtwo rfaaOs A ml IXPo5URE 0.Kd>O.eS Anon.r(JtAf1T+-1JoA.fw:(JG!)ali-1J1I DRAWING No THE CONTRACTOR OR PERMIT HOLDER(ag.,SPREADSHEET,OPENING SCHEDULE/FAKE OFF SHEET,ETC). EB-0006719 uts WALTER A IT JI. an ro-lm T SHEET 1 OF T FLORIN Uc.TICC441P.E.67