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- 11 _ <br />1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />N.W. ISOMETRIC VIEW <br />2 N.E. ISOMETRIC VIEW <br />so02 <br />TABLE 2: DESIGN WIND PRESSURES (ULT.) <br />ULTIMATE COMPONENT AND CLADDING PRESSURES AT EXTERIOR WALLS <br />EFFECTIVE AREA OF OPENING <br />ZONE 4 <br />ZONE 5 <br />POSITIVE <br />NEGATIVE <br />POSITIVE <br />NEGATIVE <br />< 10 SF <br />45.5 PSF <br />-43.2 PSF <br />45.5 PSF <br />-53.2 PSF <br />20 SF <br />43.5 PSF <br />-41.4 PSF <br />43.5 PSF <br />-49.6 PSF <br />50 SF <br />40.8 PSF <br />-39.1 PSF <br />40.8 PSF <br />-45.0 PSF <br />> 100 SF <br />38.8 PSF <br />-37.3 PSF <br />38.8 PSF <br />-41.4 PSF <br />ULTIMATE COMPONENT AND CLADDING PRESSURES AT MAIN ROOF <br />TYPE OF COMPONENT <br />(EFFECTIVE AREA) <br />ZONE 1'B <br />ZONE 1A <br />ZONE113 <br />ZONE 1BW <br />ZONE 2A <br />ZONE 2B <br />ZONE 2BW <br />ZONE 3A <br />POSITIVE <br />NEGATIVE <br />POSITIVE <br />NEGATIVE <br />POSITIVE <br />NEGATIVE <br />POSITIVE <br />NEGATIVE <br />NEGATIVE <br />POSITIVE <br />POSITIVE <br />NEGATIVE <br />NEGATIVE <br />POSITIVE <br />POSITIVE <br />NEGATIVE <br />ROOFING (510 SF) <br />20.2 PSF <br />-45.5 PSF <br />20.2 PSF <br />-79.2 PSF <br />20.2 PSF <br />-79.2 PSF <br />65.7 PSF <br />-79.2 PSF <br />49.7 PSF <br />-104.0 PSF <br />49.7 PSF <br />-104.0 PSF <br />95.2 PSF <br />-104.0 PSF <br />49.7 PSF <br />-104.0 PSF <br />DECK (20 SF) <br />18.9 PSF <br />-45.5 PSF <br />18.9 PSF <br />-73.9 PSF <br />18.9 PSF <br />-73.9 PSF <br />62.4 PSF <br />-73.9 PSF <br />47.5 PSF <br />-97.7 PSF <br />47.5 PSF <br />-97.7 PSF <br />93.0 PSF <br />-97.7 PSF <br />47.5 PSF <br />-97.7 PSF <br />BEAM/JOIST (50 SF) <br />17.3 PSF <br />-45.5 PSF <br />17.3 PSF <br />-67.0 PSF <br />17.3 PSF <br />-67.0 PSF <br />58.1 PSF <br />-67.0 PSF <br />44.5 PSF <br />-88.8 PSF <br />44.5 PSF <br />-88.8 PSF <br />85.3 PSF <br />-88.8 PSF <br />44.5 PSF <br />-88.8 PSF <br />BEAM/JOIST (>100 SF) <br />16.0 PSF <br />-45.5 PSF <br />16.0 PSF <br />-61.8 PSF <br />16.0 PSF <br />-61.8 PSF <br />54.8 PSF <br />-61.8 PSF <br />42.3 PSF <br />-82.1 PSF <br />42.3 PSF <br />-82.1 PSF <br />81.1 PSF <br />-82.1 PSF <br />42.3 PSF <br />-82.1 PSF <br />NOTES: <br />WIND PRESSURES IN THE TABLES ABOVE ARE BASED ON CALCULATIONS FROM ASCE 7-16. <br />SEE "WALL MOUNTED CANOPY CONDITION" SECTION AND "ROOF OVERHANG CONDITION" SECTION BELOW FOR OVERHANG PRESSURES AT ALL ROOFS OVER BALCONIES, <br />BREEZEWAYS, AND COVERED ENTRIES. <br />TABLE 3: DESIGN WIND PRESSURES (ASD) <br />ALLOWABLE COMPONENT AND CLADDING PRESSURES AT EXTERIOR WALLS <br />EFFECTIVE AREA OF OPENING <br />ZONE 4 <br />ZONE 5 <br />POSITIVE <br />NEGATIVE <br />POSITIVE <br />NEGATIVE <br />< 10 SF <br />27.3 PSF <br />-26.0 PSF <br />27.3 PSF <br />-32.0 PSF <br />20 SF <br />26.1 PSF <br />-24.9 PSF <br />26.1 PSF <br />-29.8 PSF <br />50 SF <br />24.5 PSF <br />-23.5 PSF <br />24.5 PSF <br />-27.0 PSF <br />> 100 SF <br />23.3 PSF <br />-22.4 PSF <br />23.3 PSF <br />-24.9 PSF <br />ALLOWABLE COMPONENT AND CLADDING PRESSURES AT MAIN ROOF <br />TYPE OF COMPONENT <br />(EFFECTIVE AREA) <br />ZONE 1'B <br />ZONE 1A <br />ZONE113 <br />ZONE 1BW <br />ZONE 2A <br />ZONE 2B <br />ZONE 2BW <br />ZONE 3A <br />POSITIVE <br />NEGATIVE <br />POSITIVE <br />NEGATIVE <br />POSITIVE <br />NEGATIVE <br />POSITIVE <br />NEGATIVE <br />NEGATIVE <br />POSITIVE <br />POSITIVE <br />NEGATIVE <br />NEGATIVE <br />POSITIVE <br />POSITIVE <br />NEGATIVE <br />ROOFING (510 SF) <br />12.2 PSF <br />-27.3 PSF <br />12.2 PSF <br />-47.6 PSF <br />12.2 PSF <br />-47.6 PSF <br />39.5 PSF <br />-47.6 PSF <br />29.9 PSF <br />-62.4 PSF <br />29.9 PSF <br />-62.4 PSF <br />57.2 PSF <br />-62.4 PSF <br />29.9 PSF <br />-62.4 PSF <br />DECK (20 SF) <br />11.4 PSF <br />-27.3 PSF <br />11.4 PSF <br />-44.4 PSF <br />11.4 PSF <br />-44.4 PSF <br />37.5 PSF <br />-44.4 PSF <br />28.5 PSF <br />-58.7 PSF <br />28.5 PSF <br />-58.7 PSF <br />55.8 PSF <br />-58.7 PSF <br />28.5 PSF <br />-58.7 PSF <br />BEAM/JOIST (50 SF) <br />10.4 PSF <br />-27.3 PSF <br />10.4 PSF <br />-40.2 PSF <br />10.4 PSF <br />-40.2 PSF <br />34.9 PSF <br />-40.2 PSF <br />26.7 PSF <br />-53.3 PSF <br />26.7 PSF <br />-53.3 PSF <br />51.2 PSF <br />-53.3 PSF <br />26.7 PSF <br />-53.3 PSF <br />BEAM/JOIST (>100 SF) <br />9..6 PSF <br />-27.3 PSF <br />9.6 PSF <br />-37.1 PSF <br />9.6 PSF <br />-37.1 PSF <br />32.9 PSF <br />-37.1 PSF <br />25.4 PSF <br />-49.3 PSF <br />25.4 PSF <br />-49.3 PSF <br />48.7 PSF <br />-49.3 PSF <br />25.4 PSF <br />-49.3 PSF <br />NOTES: <br />WIND PRESSURES IN THE TABLES ABOVE ARE BASED ON CALCULATIONS FROM ASCE 7-16. <br />SEE "WALL MOUNTED CANOPY CONDITION" SECTION AND "ROOF OVERHANG CONDITION" SECTION BELOW FOR OVERHANG PRESSURES AT ALL ROOFS OVER BALCONIES, <br />BREEZEWAYS, AND COVERED ENTRIES. <br />HcOroyEngineenngj <br />STRUCTURAL DESIGN GROUP <br />1835 EDGEWATER DRIVE ORLANDO, FL. 32804 <br />PHONE: 407.245.8775 FAX: 407.245.8744 <br />WEBSITE: mcelroyeng.com <br />Firm Registration: #33835 <br />ME PROJECT NO: 1621-04 <br />"TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY <br />WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE <br />SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN <br />ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS <br />ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE <br />ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. <br />SEAL <br />Craig E. McElroy P.E. - FL No. 44741 <br />��t►�I1101/11, <br />MCF //, <br />No. 44741 •� <br />STATE OF <br />of XoRe. <br />111 1 �, <br />s <br />4� d -rZ-- <br />Hunton Nuej <br />A R C H I T E C <br />DATE SUBMISSION NO <br />12.17.21 CONSTRUCTION DOCUMENTS <br />03.22.22 CCD No.1 1 <br />ISOMETRIC VIEWS <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN VMM <br />