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4 <br />WALL ZONES <br />DESIGN LOADS. <br />BUILDING CODE'. F'_ORIDA BUI_DING CODE 2010 _DI I iQN <br />SPECIAL INSPECTION REQUIREMENTS. NONE <br />(ENHANCED HURRICANE PROTECTION AREAS (EHPA)), NONE <br />DESIGN WIND LOADING CRITERIA <br />CODE- ASCE 7.10 <br />R SK CATEGORY C7 BU LOINGS. CATEGORY II <br />ULTIMATE DESIGN WIND SPEED V,_ = 137MPH (3 SEC GUSTS) <br />NOMINAL DESIGN W NO SPEED V__, = 106 MPH (3 SEC GUSTS) <br />EXPOSURE CATEGORY -6 <br />BUILDING ENC_OSURE = ENCLOSED (GC, _ +I- 0. 18) <br />W NDBORNE DEER S REGION - NO <br />f I-1 W NO PRESSURE VALUES FOR UPLIFT PR a RES <br />ALL TABULATED VALUES BELOW ARE ULTIMATE LOADS (MULTIPLY BY C 6 FACTOR FOR <br />NOMINAL VALUE) <br />ZONE 1 IS LOCA-ED MORE THAN DIS-ANCE (a) FROM THE EDGE OF THE ROOF <br />ZONC 2 IS LOCA-ED WITHIN DISTANCE (a) FROM - iE EDGE OF --IE ROOF <br />ZONE 3. IS LOCA-ED WITHIN DISTANCE (a) FROM _ACH ROOF EDGE AT EXTER OR <br />CORNERS <br />J ROOF <br />EFFECTIVE AREA (50. FT.) <br />_.. <br />__ <br />IC <br />.. <br />20 <br />T_.._. <br />so <br />100 <br />+(W) <br />-(Psf) <br />-(Ps') <br />+(asf) <br />-iW) <br />+(psf) <br />-(psf) <br />:NE 1 <br />_+(Psf) <br />32.9 <br />11.7 <br />_ <br />31.8 <br />10.9 <br />3_09 <br />:NE 2 <br />33.75T56.7 <br />1 32.2 <br />50.6 <br />30.2 <br />42.7 <br />28.7 <br />36.6 _ <br />)NE3 <br />33.75 <br />56.7 <br />32.2 <br />50.6 <br />30.2 <br />42.7 <br />28.7 <br />36.6 <br />E 2 C.H <br />- 53.8 <br />52.9 <br />51.3 <br />50.9 <br />E 3 C.H <br />- 85.3 <br />69.0 <br />45.3 <br />28.0 <br />:NE4 <br />20.6 <br />33.5 <br />29.5 <br />32.1 <br />27.7 <br />3C.3 <br />26.4 <br />28.93 <br />)NE5 <br />20.6 <br />11.2 <br />29.5 <br />38.5 <br />27.7 <br />34.9 <br />26.4 <br />32.11 <br />a (-OW ROOF) = 7 - 6" <br />CLERESTORY <br />EFFECTIVE AREA (EQ, FT. <br />10 <br />20 <br />51 <br />loc <br />_ _ <br />{ (1 I "(Ps°) +(ast) <br />-(Ps) <br />+IPaf) <br />.(Rsf) <br />+(psf) <br />_ <br />-(W) <br />ZONE <br />19.5� <br />_309 17.7 <br />30.0 <br />155 <br />28.9 <br />13.7 <br />28.0' <br />ZONE 2 <br />19B <br />53.8 17.7 <br />49.5 <br />15.5 <br />43.8 <br />13.7 <br />39.5 <br />7ONE 3 <br />19.5 <br />79.5 17.7 <br />74.4 <br />15.5 <br />67.5 <br />13.7 <br />62.4 <br />ZONE 2O.H <br />68.1 <br />68.1 <br />681 <br />68.1 <br />ZONE 30'H. <br />111 <br />100.7 <br />87.0 <br />76.7 <br />ZO N E 4 <br />30.9 <br />33.51 29.5 <br />37.1 <br />27.7 <br />3C.3 <br />26.4 <br />28.9 <br />ZONES 1 30.9 41.2 ) 29.5 1_ 38.5 27.71 34.9__26.4t __ 32.1 <br />a=10'-8" <br />NET UPLIFT = GROSS NOMINAL UPLIFT MINUS 5 P.S.F. <br />N <br />WIND PRESSURES UPLIFT DIAGRAM AT LOW ROOF AND FORTE COCHERE <br />Scab: II - I'-0' <br />(5 <br />N <br />WIND PRESSURES UPLIFT DIAGRAM AT CLERESTORY <br />Scab: 1/6' = 1'-0' <br />(g)THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. <br />USE OR COPY OF ALL OR ANY PORTIONS 10 BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. <br />cc <br />cc <br />m <br />J <br />U Z <br />� U a <br />(L <br />cc <br />J N '� <br />^^ <br />�O co <br />U <br />a. <br />W W <br />N Z v <br />Comm No: 12010.00 <br />.....,....„ .......-- <br />Date: 01 / 16_/ 14 <br />Drawn: SF/ RMT <br />Revised___..._...._.._.....,._......,_.. <br />'ro MIt/14uAI tc#NNnON3 ccLvv1 <br />'tHc euenlNo <br />i ¢ <br />I <br />i <br />!a 2013 HARVARD JOLLY, INC. <br />5..._.„.._................ ... <br />S4 <br />