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I ---T---------T--- ---1--------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I O I I I O l O I I I I I I I I I I I I I I Q I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - -I- - - S� O �O a GABLE ROOFS 100 < 0 < 300 FBCR 2017 - COMPONENTS AND CLADDING - EXP, 'B' PER FBCR R3012 140 ULt - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (NOMINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT. 20 SQ. FT. 50 SQ. FT, 100 SQ, FT, 500 SQ, FT. WALL ® +21.2 PSF / -22.0 PSF +20.2 PSF / -22.0 PSF +19,0 PSF / -20.0 PSF +18.0 PSF / -19.0 PSF +15.8 PSF / -17.0 PSF WALL 5� +21.2 PSF / -28.0 PSF +20.2 PSF / -26.0 PSF +19.0 PSF / -23.0 PSF +18.0 PSF / -22.0 PSF +15.8 PSF / -17.0 PSF NOTE, ALL EXTERI❑R DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2017, ALL C❑NNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5, COMPONENTS AND CLADDING - EXP. 'B' 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) ROOF ZONE EFFECTIVE WIND AREA DEGREES 10 SQ. FT, 20 SQ, FT, 50 SQ. FT, 100 SQ. FT, > 7 TO 27 [� +12.2/-19.0 PSF +111/-18.0 PSF +10.0/-18.0 PSF +10,0/-17.0 PSF > 7 TO 27 O2 +12.2/-33.0 PSF +111/-31.0 PSF +10.0/-27.0 PSF +10.0/-24.0 PSF > 7 TO 27 (� +12.2/-49.0 PSF +11.1/-46.0 PSF +10.0/-42.0 PSF +10.0/-39.0 PSF NOTE, ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE. 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3. 2017 FBCR TABLE R301.2 COMPONENTS AND CLADDING - EXP, 'B' 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) ROOF ZONE EFFECTIVE WIND AREA DEGREES 10 SQ. FT. 20 SQ, FT, 50 SQ. FT. 100 SQ. FT. > 27 TO 45 1 +19.4/-21.0 PSF +18.8/-20.0 PSF +18.1/-18.0 PSF +17.6/-17.0 PSF > 27 TO 45 O2 +19.4/-24.0 PSF +18.8/-23.0 PSF +18.1/-22.0 PSF +17.6/-21.0 PSF > 27 TO 45 3 1 +19.4/-24.0 PSF +18.8/-23.0 PSF +18A/-22.0 PSF +17.6/-21.0 PSF NOTE, ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3. ROOF PITCH 5 ON 12 w WADS COMPONENTS & CLADDING PRESSURE ZONES NOTE "a" = 4 FEET IN ALL CASES —1 n11 rr) ')1 n1 n)) PRELIMINARY ROOF PLAN FOLLOW TRUSS SUBCONTRACTOR PLANS ROOF PLAN 1 /411=1'-0" LATERAL LOADS Design Wind Velocity: 140 mph Risk Category:11 Wind Exposure Category: B Internal Pressure Coefficents: 0.18/-0.18 (Enclosed) UPLIFT PER TABLE 802.11 SPAN = 33'-0" TRUSS SPACING = 24" U=765 # PER CONN. HETA20 = U =1810# O SIMPSON META20 SIMPSON HETA20 ) SIMPSON MGT SIMPSON HUS 26 SIMPSON H1 SIMPSON H3 0 SEE GABLE END DETAIL SIMPSON LSTA12 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TIL EDITION). ►ir • . ® 608 Is *4 S00 TATE e NA L e® j®or ►�,` PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICBNSE NUMBER: 53608 Plans By: Larry deMontinollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 09-03-19 DRAWN BY: L.E.D. RBVISION: DATE: R01 RO 2 RO 3 RO 4 PROTECT ADDRESS: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN ROOF PLAN VERIFY ROOF PLANTH TRUSS MANUF. DRAWINGS DWG, 5920-A5 AND CALCULATIONS. REV. 0