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HomeMy WebLinkAboutPLANS1 01109/2018 - 1:17pm Intemt V:wrajecls\Master Plan Sheet StoretWlndowsDoorsShutten:W00 Wind Charts\_Reference@017 Windload Charts References12017_b FBC WIND GHART.dwg 1`11 -dG'14 - 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH> 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ONKd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONEA4 PRESSURES 1 EXTERIOR ZONES PRESSURES � (SEE BELOW) Mean DESIGN PRESSURES Roof Area of O eni. Height 10 20 30 61-70 ft -54.9 1 -54.9 1 -53.7 12- Ir-6 1 -64.0 162.7 I ±6L6 I ±60 200 ft l +65.9 +65.9 I +63 6 I +61.9 I +62 60.7j 220 ft -67.0 -67.0 -65.6 -68.0 -68.0 -66.6 -65.5 -64.6 240 ft 1 +68.0 +68.0 +65.6 +63.9 +62.6 -68.5 -68.5 -67.0 -65.9 -65.1 250 ft +68.5 +68.5 +66.1 +64.4 +63.1 -68.9 -68.9 -67.5 -66.4 - -65.5 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 -69.4 -69.4 -67.9 -66.8 -65.9 270 ft +69.4 +69.4 +67.0 +65.3 +63.9 -69.8 -69.8 -68A -67.2 -66.4 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 -70.3 -70.3 -68.8 -67.6_ 66.8 290 ft Mean I DESIGN PRESSURES eignT 1 30 1 20 1 30 1 40 50 -100.6 -100.6 -95.5 -91.9 -89.0 , -70 ft 1 +54.9 +54.9 +53.0 +51.6 +50.5 -110.5 -110.5 -104.9 -100.9 -97.8 120 ft +60.3 +60.3 +58.2 +56.7 +55.5 170 ft +64.0 +64.0 +61.8 +60.2 +59.) -120.8 -110.3 -106.9 2GO ft +65.9 +61.9 +60.7 122.8 "+63.6 -112.1+67.0 220 ft - - 13'.- _ 4 240 ft 250 ft I +68.5 I I I 260 k -126.4 -126.4 -120.0 -115.4 111!9 5. +68,9 +68.9 +66.5 +64.8 +63.5 270ft -127.2 -127.2 -120.8 -116.2 -11; C' j; +69.4 +69.4 +67.0 +65.3 +63.9 e' 280 ft I +69.8 1 +69.8 I +67.4 I +65.7 I +64.3 a- 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN u u ROOF HEIGHT 5 Eli( I 5 �® 0 a �C ELEVATION aY 1' M O B REMARKS ORWN ONNO DATE CD INOISSUE GSS TSB 03/05/12 m 3 21 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 T REV2014FBC DGM TSB 06/10/15 C� p UPDATES.2017FBC FLB FEB 12117 µ Z yRy N V cSi R0.5WLVMEMIsiHEFROPFAIYOF EN(A'EEW1GDPa65S. .p Q ANDSNALL NOTBEPEPRODULm WWH01F gtPMTw1rHDUT AouiTgNsarso�rxF�xwiuuxonesOoalsxxoi . PERrmr®.vm owuloATEouRCBmHUTaN. OR EXTERIOR (ZONE 5) PER THE 1ERS. THE MORE CRITICAL (EXTERIOR) ZONE )M THE LOWEST GROUND ELEVATION. IF MY -IAVEVM STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. ©READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY' PER ASCE 7-10 2.4.1 AND CHAPTER 30 PART I OR 3, USING THE CRITERIA AS OUTLINED HEREIN. -N IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. ASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS LOCAL BUILDING DEPARTMENT. 1+70.31+70.31+67.81+66.11+64.7 SUBMITTED TEST CUTERUAND orngLAPPRDv OF THESE TABLE VALUES WHICH IS T(Ptl11BEVERI 11. TO ALL LOCAL IMPACT F[ EOE4 eSrG fN3IALLADUNINI-U MHDUNANDAPI yyyER5f7ry ACCORDANCE WITH GOVERNING CODE fE�1fORD NO CIER 12. NO CERTIFICATION IS OFFERED FDO E3 - 9 HOST. GR FA E HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVED ER L 0 DDITE ERTIFICATIONS OR AFFIRt4A730NS.BR1 I -.r HT EXPLAINED LEAST HORIZONTAL 'DIM m m i i o o i mTA.=Omg$aFn,Amd8 -rym� 0 m�A �SAIAmj Sm n DyDn Ny= H, L�°z Ii (P is �vr-r �TI O mZO 1-1 PEAK ROOF 5 5 HEIGHT MEAN \ ?POn�nOmti Ul (AaF2ym FF'-('DCCAY�1 �0;1 +) C1. ROOF 5 ® EAVE 1Nn m??06yi1N1nnn2mv,�Wp2 n�3-I 1-�2//ry'ry=':'�. HEIGHT ROOF '-' n.D.i D 2 0 O D 2 �., Cl 0 " HEIGHT inj Ocm On,�-, G1rtaOS .T.: n r--r W © 5 T2f'II DF'�O 0En 4 4 x'a PLAN VIEW <22p GI Gyi�F'boa=��'Ar1 m 7Up D COMPLEX \ o p G m m y r 2 m r mIn z r-5::4._.1,. 1k ISOMETRIC CORNERS 5 S a w F o N mO it -1 LEE p �r a 6TH EDITION FLORIDA BUILDING CODE ENGINEERING`N�l o 2017 ExPREss®g m=- z ASCE 7-10 CHAPTER 30 coMVPMTE OIFIU: 160 SW 12th AVENUE, SUITE 106 $� V DESIGN LOADS FOR COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 n c 9 r MASTER PLAN SHEET P: (954) 0 F: (954) 354-0443 CmERT OOF F AUTH pa00a �a 111� �` o UUUV O ASCE7-10 E: HE lA@ENGINEERINGEXPRESS.COM i inIFMr:TN FFRTN f:FYDR FCC r nm lM^ coW OFTHESE BE FOR