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1_, _ _ i n e.ram..nea.m e. • � � . _ <br />TYR <br />OVERHANG <br />I <br />W <br />Z. <br />I <br />��:Z � <br />I <br />I <br />;,- <br />:�;; �co <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />m„ I <br />LINE OF INTERIOR <br />VAULT CLG. BELOW <br />I �e <br />\ <br />9'-4° CLG. BELOW I II <br />I <br />--- <br />- - - - <br />RIDGE <br />( <br />I <br />-- I-J <br />w I \ <br />Il-0" CONT. RIDGE VENT <br />�----- <br />--J—� <br />J <br />Ia <br />— — — — — — — — — — — — — — — <br />EXTENDED / <br />OVERHANG TO BE i <br />w <br />CENTERED ON / <br />/ <br />5.G.D. I <br />8'-o" CONT, RIDGE VENt <br />T <br />c� <br />�> <br />I <br />W <br />I <br />I . <br />I <br />/ <br />OFF -RIDGE <br />I <br />VENT ITiPJ <br />� <br />LINE OF INTERIOR <br />VAULT CLG. BELOW <br />I <br />I <br />tip <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />ROOF PLAN - A <br />I <br />I <br />SCALE: 1/4" = 1'-0" <br />MAIN ROOF <br />VENT REQUIREMENTS <br />VENTILATION CALCULATIONS <br />ATTIC AREA = 2939 SQ. FT. / 300 = 9.80 SQ. FT. <br />X 144 = 1411 SQ. IN. <br />HALF AT UPPER 2/3 ROOF VENTS = 705.36 SQ. IN. <br />LINEAR FEET OF RIDGE VENT = 20 LINEAR FT. <br /># OFF -RIDGE ROOF VENTS REQUIRED = 3 <br />TOTAL SOFFIT VENTILATION NEEDED 101 SQ. FT. <br />VENT CALCULATIONS BASED ON THE FOLLOWING <br />* 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT <br />* 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT <br />* 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT <br />G.C. VERIFY QUANTITY OF ROOF SOFFIT VENTS <br />REQUIRED, PER MANUFACTURER'S SPECIFICATIONS <br />OF NET FREE AREA PER VENT.tn <br />co <br />CL <br />w <br />501 <br />1.10 <br />F <br />DAVIS BEWS <br />DESIGN GRGVP <br />150 STATE STREET EAST <br />OLDSMAR, FLORIDA 39677 <br />813 . 92.s . 1300 TEL <br />813.925.1800 FAX <br />W W W.DAVlSBEWS.CAM <br />TAMPA • DEN1/ER <br />EST. 1994 �� �� <br />VORTEX ENGINEERING, I.I.C. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREW J. MEISHEID, P.E. #83217 <br />I HEREBY CERTIFY THAT i HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUF. LAYOUT TO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />i <br />O <br />O O <br />��j[al�i <br />� N � l^ <br />fl. <br />� U Q <br />00 <br />w w�� <br />J <br />oz <br />�o <br />Wo <br />z a <br /><a <br />w¢�� <br />�z00 <br />z0w� <br />as <br />=ou�z <br />awOo <br />Uwwc� <br />�- w O <br />Oz <br />}. y. O <br />F- o z "-' <br />o —' <br />U � �J <br />z z a�� <br />j� w Ln uj Lin 0 <br />O�� <br />LL'a.wO <br />+-I �"w0� <br />� o � LL z¢w�v <br />O w�w¢ <br />Y <br />Z N N O o�~Z <br />o��o <br />Z N N r/ ¢Zz <br />oa <br />w in w <br />Q Q <br />z z �' <br />p T' ¢ aom <br />SCALE : AS NOTED <br />DATE : 7/ 17/2018 <br />VERSION N0. <br />SHEET N0. <br />