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F 1 111N lAI <br />H <br />G <br />F <br />E <br />D <br />3 <br />v <br />0 <br />Ln <br />E <br />0 <br />A <br />d <br />O <br />d _ <br />GROSS ULTIMATE <br />WIND LOADS <br />MAIN ROOF <br />JOISTS <br />COMPONENTS <br />ROOF ZONE <br />AND CLADDING <br />1 <br />2 <br />3 <br />PRESSURE (psf) <br />18.0 <br />18.0 <br />18.0 <br />SUCTION (psf) <br />-51.1 <br />400.5 <br />-60B <br />-m /_ CD= C A a A Ct'i <br />ZONE ZONE ZONE 5 <br />WALL ELEVATION COMPONENTS AND CLADDING <br />ULTIMATE WIND PRESSURE DIAGRAM <br />ROOF PLAN COMPONENTS AND CLADDING <br />ULTIMATE WIND PRESSURE DIAGRAM <br />1. a =63' <br />2. THIS 5UILDING IS DESIGNED AS AN ENCLOSED <br />STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, <br />WINDOWS, ETC.) MUST 5E DESIGNED TO WITHSTAND <br />THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF <br />COMPONENTS AND CLADDING IN THE TABLES. IN <br />ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST <br />5E CERTIFIED FOR MISSILE IMPACT OR PROTECTED <br />5Y WIND-501;RNE DE5RI6 5Y A SCREEN 5ARRIER. <br />3. TO CONVERT THE (ASCE 1-10) ULTIMATE WIND <br />PRESSURES IN THE TABLES ABOVE TO (ASD) WIND <br />PRESSURES, MULTIPLY EACH VALUE 5Y 0.6. <br />COMPONENT AND CLADDING LOADING DIAGRAMS - MAIN STRUCTURE <br />E <br />GROSS ULTIMATE <br />WIND LOADS <br />FLAT ROOF <br />ROOFING MATERIALS <br />COMPONENTS <br />ROOF ZONE <br />AND CLADDING <br />1 <br />2 <br />3 <br />PRESSURE (psf) <br />221 <br />22.1 <br />22.E <br />SUCTION (psf) <br />-55.5 <br />-93.1 <br />-141.0 <br />rm. <br />rmm <br />fir <br />fir <br />ULTIMATE <br />WIND PRESSURES ( PSF) <br />EXTERIOR DOORS, WINDOWS, WALLS <br />EFFECTIVE <br />AREA (ft ) <br />ZONE 4 <br />ZONE 5 <br />PRESSURE <br />SUCTION <br />PRESSURE <br />SUCTION <br />1 TO 20 <br />59.8 <br />-64.9 <br />59.8 <br />-80.1 <br />21 TO 50 <br />56.8 <br />4013 <br />56.8 <br />-14.5 <br />51 TO 100 <br />53.1 <br />-58.8 <br />53.1 <br />41A <br />101 TO 150 <br />50.1 <br />-55.8 <br />50.1 <br />42A <br />151 TO 250 <br />492 <br />-542 <br />492 <br />-58.8 <br />251 TO 500 <br />412 <br />-522 <br />412 <br />-553 <br />501 + A50VE <br />44.6 <br />-49.1 <br />44.6 <br />-49.1 <br />NET ULTIMATE <br />WIND LOADS <br />DRIVE -THROUGH ROOF <br />JOISTS <br />COMPONENTS <br />ROOF ZONE <br />AND CLADDING <br />1 <br />2 <br />3 <br />PRE55URE (psf) <br />54.1 <br />80.0 <br />50.0 <br />SUCTION (psf) <br />-44.1 <br />-10-0 <br />-10.0 <br />GROSS ULTIMATE <br />WIND LOADS <br />DRIVE -THROUGH ROOF <br />ROOFING MATERIALS <br />COMPONENTS <br />ROOF ZONE <br />AND CLADDING <br />1 <br />2 <br />3 <br />PRESSURE (psf) <br />54.1 <br />80.0 <br />105.2 <br />SUCTION (psf) <br />-541 <br />-80.0 <br />-160.0 <br />MONOSLOPE ROOF (00< 30) <br />DOORS, WINDOWS AND WALLS <br />COMPONENT AND CLADDING LOADING DIAGRAMS - DRIVE THRU <br />1. a = 3.0' <br />2. THIS BUILDING IS DESIGNED AS AN OPEN STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, <br />WINDOWS, ETC.) MUST 5E DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN <br />OF COMPONENTS AND CLADDING IN THE TABLES. IN ADDITION, ALL AREAS OF EXTERIOR GLAZING <br />MUST BE CERTIFIED FOR MISSILE IMPACT OR PROTECTED BY WIND-50R�E DE5RI6 5Y A SCREEN <br />BARRIER <br />3. TO CONVERT THE (ASCE 1-10) ULTIMATE WIND PRESSURES IN THE TABLES A50VE TO (ASD) WIND <br />PRESSURES, MULTIPLY EACH VALUE 5Y 0.6. <br />0) <br />U <br />c: <br />c <br />M <br />■ - <br />cp <br />CNN <br />Q) 4 r <br />`j <br />�To <br />ap , U <br />% <br />r <br />w <br />M O) <br />L <br />m <br />/�\ <br />M •� 0 <br />c: <br />.o <br />p U C <br />[\�„] <br />C m <br />C <br />�� <br />ca <br />°'o< <br />+� <br />U) <br />L <br />1�� <br />U <br />a = U <br />Um <br />T <br />� � LL <br />/ , N_ <br />Q <br />0 <br />m <br />� <br />w <br />E <br />c) <br />o <br />0 <br />w <br />cf) <br />J_ <br />m <br />ck� <br />c <br />w <br />U7 <br />N <br />c� <br />N <br />0 <br />0 <br />I <br />r- <br />E <br />O <br />co <br />E <br />E <br />O <br />U <br />O <br />a <br />U <br />N <br />v <br />w <br />W <br />cl- <br />0 <br />0 <br />a� <br />U <br />rn <br />m <br />o <br />� <br />N <br />� <br />O <br />VA <br />3 <br />4 <br />5 <br />6 <br />7 <br />0 <br />9 <br />10 <br />12 <br />sheet no. <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. <br />NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. WIND TA B E E S SOI-02SCALE: AS NOTED <br />