Laserfiche WebLink
II-011 <br />TYP. <br />OVERHANG <br />(uxo) <br />------------------------------------------ <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 />z � <br />1-oil <br />II <br />I <br />do <br />-----� <br />I <br />II <br />r---J <br />I <br />I I <br />LINE OF INTERIOR <br />L VAULT CLG.BELOW <br />I <br />I <br />II <br />---- —I� <br />EXTENDED I <br />I <br />OVERHANG TO BE <br />CENTERED ON I <br />5-G.D. I <br />I <br />RIDGE <br />I <br />I <br />I <br />I <br />12'-0" CONT. RIDGE VENT <br />I <br />I <br />I <br />I <br />I <br />OFF -RIDGE <br />I <br />I <br />VENT ITYP.) <br />I <br />I <br />I <br />I <br />I <br />4e <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 <br />PLAN - A <br />I <br />I <br />I <br />I <br />I <br />SCALE: 1/4" - P-0" <br />MAIN ROOF <br />VENT REQUIREMENTSci <br />VENTILATION CALCULATIONS <br />ATTIC AREA = 3143 SQ. FT. J 300 =10.48 SQ. FT. <br />X 144 = 1509 SQ. IN. <br />HALF AT UPPER 2/3 ROOF VENTS = 754.32 SQ. IN. <br />LINEAR FEET OF RIDGE VENT =12 LINEAR FT. <br /># OFF -RIDGE ROOF VENTS REQUIRED = 4 <br />TOTAL SOFFIT VENTILATION NEEDED 108 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 />VENTS <br />REQUIRED, PER MANUFACTURER'S SPECIFICATIONS <br />OF NET FREE AREA PER VENT. <br />r <br />CL Lc) <br />m <br />Lu <br />10- L <br />501 <br />w <br />100 <br />Y <br />DAVIS BEWS <br />DESIGN GROVP <br />lso s rATE srx�r irns�r <br />OLD6MAR, A.ORIDA 34677 <br />813.925.1,300 TEL <br />8L3. 925. 1800 FAX <br />WWW.DAVLSBf'W&CAM <br />TAMPA DEIVVER <br />� FS I'. 1994 ��_> <br />iii <br />VORTEX ENGINEERING, LLC. <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 />f <br />0 <br />Z �fV <br />O aJ r� <br />M <br />d �—d' <br />Q �� <br />z� <br />w <br />J � <br />oZ <br />0 <br />35 <br />W� <br />z� <br />fa <br />r~ <br />UzOp <br />zwW� <br />��zz <br />���w <br />O��o <br />vw�a <br />m <br />o <br />^ <br />z� <br />Q U <br />�w <br />O J <br />U � z o <br />Z wx� <br />Q ma <br />J Q <br />Q 0 J <br />� U�Q¢ <br />'"'I �aw� <br />*k p � � i <br />¢w��Nry1Oawo <br />W <br />z N d- O 2�LLo <br />J � N � �aYa <br />LJJ W g "-' Z <br />Z Z <br />oS <br />m � z z ��� <br />� m a a ¢ <br />SCALE : AS NOTED <br />DATE : 7/ 17/2018 <br />VERSION N0. <br />SHEET N0. <br />