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5TRUCJURA� NOTE5 C0NTt;.: <br />0� -NO "Op <br />0 <br />I <br />I I <br />I <br />I I <br />01 (D I� <br />I <br />I I <br />I <br />I I <br />a <br />(MONO 5LORE ROOF <br />�(oo < 3°) /� <br />C,0� O `iEI T AN� C1�A�� I �l LOA� Vim✓ � I A17 A�S <br />I. a= 4'-O" <br />2. TH15 BUILDING 15 DE516NED A5 AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS <br />(DOORS, WINDOWS, ETC.) MUST BE DE5IGNED TO WITH5TAND THE WIND LOADIN65 <br />SPECIFIED FOR THE DE516N OF COMPONENTS AND CLADDING IN THE TABLES. IN <br />ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST BE CERTIFIED FOR M1551LE IMPACT <br />OR PROTECTED BY RIND -BORNE DEBRIS BY A SCREEN BARRIER. <br />5. TO CONVERT THE (A50E 1-10) ULTIMATE WIND PRESSURES IN THE TABLES ABOVE TO <br />(A5D) WIND PRESSURES, MULTIPLY EACH VALUE BY 0.b.. <br />ULTIMATE AIND LOA <br />MAIN ROOF <br />ROOFING MATERIALS <br />COMPONENT 8 CLADDING <br />ROOF ZONE <br />2 <br />3 <br />ULT. <br />A5D. <br />ULT. <br />ASD. <br />ULT. <br />ASD. <br />PRE55URE (P5F) <br />15.6 <br />11.2 <br />15.6 <br />11.2 <br />10.6 <br />11.2 <br />5UCTION (P5F) <br />-45.a <br />-27.5 <br />-76.5 <br />-46.1 <br />-115.6 <br />-61.4 <br />NET ULTIMATE AINP LO <br />MAIN ROOF <br />ROOF 5EAM5 <br />COMPONENT 4 CLADDING <br />ROOF ZONE <br />2 <br />3 <br />ULT. <br />A5D. <br />ULT. <br />ASP. <br />ULT. <br />A5D. <br />PRESSURE (P5F) <br />14.7 <br />5.8 <br />14.7 <br />8.a <br />14.7 <br />8.8 <br />SUCTION (P5F) <br />-41.q <br />-25.1 <br />-50.a <br />-50.5 <br />-50.8 <br />-50.5 <br />ULTIMATE 6RO55 AINPLOA175 <br />O`r'E HAN65 AN17 CANOPIES <br />COMPONENT B CLADDING <br />ROOF ZONE <br />2 <br />3 <br />ULT. <br />A5D. <br />ULT. <br />ASP. <br />ULT. <br />A50. <br />PRESSURE (P5F) <br />55.5 <br />53.5 <br />55.5 <br />55.5 <br />62.0 <br />51.2 <br />SUCTION (P5F) <br />--7q.5 <br />-47.7 <br />-55.4 <br />-55.0 <br />-55.4 <br />-55.0 <br />ULTIMATE 'RIND F E U ( F) <br />EXTERIOR DOORS, AINDOA5, WALL5 <br />EFFECTIVE AREA (50. FT) <br />ZONE 4 <br />ZONE 5 <br />PRESSURE (P5F) <br />SUCTION (P5F) <br />PRE55URE (P5F) <br />SUCTION (P5F) <br />ULT. <br />ASP. <br />ULT. <br />A5D, <br />ULT. <br />A5D. <br />ULT. <br />A5D. <br />1-20 <br />41.1 <br />25.1 <br />-45.4 <br />-27.2 <br />41.q <br />25.1 <br />-55.q <br />-33.5 <br />21-50 <br />40.0 <br />24.0 <br />-43.5 <br />-26.1 <br />40.0 <br />24.0 <br />-52.0 <br />-51.2 <br />51-100 <br />57.6 <br />22.6 <br />-41.1 <br />-24.1 <br />37.6 <br />22.6 <br />-47.3 <br />-28.4 <br />101-150 <br />55.7 <br />21.4 <br />-5a.2 <br />-25.5 <br />55.7 <br />21.4 <br />-45.5 <br />-26.1 <br />151-250 <br />54.5 <br />20.7 <br />-55.0 <br />-22.5 <br />54.5 <br />20.7 <br />-41.5 <br />-24.q <br />251 TO 500 <br />55.4 <br />20.0 <br />-36.q <br />-22.1 <br />55.4 <br />20.0 <br />-55.5 <br />-25.5 <br />501 - ABV. <br />51.4 <br />15.8 <br />-34.q <br />-20.q <br />51.4 <br />18.a <br />-34.1 <br />-20.cl <br />A revision by <br />0 <br />0 <br />0 <br />klar and klar <br />architects inc. <br />28473 u.s. 19 n. <br />Clearwater, fl 33781 <br />LY <br />4 <br />_ <br />in <br />HA <br />American Institute of Architects <br />member firm <br />❑ Roberta S. Klar <br />® Steven L. War <br />AA 0002321 <br />❑ Preliminary <br />® Permitting Set <br />Construction Set <br />Date: <br />05.06.15 <br />Drawn: <br />5K/HE/KN <br />Sheet: <br />Of: <br />