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I ` <br />I <br />2e 4 f t. i <br />I <br />-----------------'--------------------------------------------- ------ -----------------_____---- ---- - ------ - - ---- - ---- - <br />I ; <br />4 f t. %/ 4 ft. <br />i I <br />----------------i ! I <br />2r 4 ft. <br />I I <br />2e 1 1 2e <br />�.,\ <br />2r 4 f t <br />4 ft.;4 ft. <br />I <br />4 ft. 4 f t . I <br />' � I <br />-------------- --------------------------- <br />' I <br />I i I <br />---------------------------------------------- <br />----------------------—-------------------—--------------—- <br />---—----------- <br />2e 4 ft. i <br />I <br />I I <br />I � <br />2X4 CROSS <br />Co-) RIDGE <br />n <br />z <br />BRACING <br />?n'—n" NCI, <br />ROOF NAILING PER R301.2 <br />TOP/BOTTOM CHORD <br />GABLE END BRACING <br />@ 48" O.C. MAX. <br />FOR THE FIRST 4 <br />ROWS OF TRUSSES <br />---------------------------------- <br />---- <br />--------- <br />---- <br />----- <br />----- <br />---- <br />----- <br />-- <br />>< <br />> <br />< <br />------------------------- <br />------- <br />---------------- <br />RIDGE <br />ox <br />a <br />bo <br />qr <br />L1J <br />� <br />m <br />Q <br />---- <br />----- <br />-- <br />------- <br />------- <br />-------- <br />U <br />O X <br />-00 <br />REQ. MINIMUM TRUSS BRACING <br />SEE TRUSS M FR. CUT <br />SHEETS FOR <br />ADDITIONAL BRACING <br />THAT MAY BE REQ'D. <br />WALLS <br />COMPONENTS & CLADDING PRESSURE ZONES <br />NOTE "a"= 4 FEET IN ALL CASES <br />140 mph <br />WINDSPEED <br />140 mph <br />WINDSPEED <br />TABLE R80322 <br />MIN. ROOF SHEATHING THICKNESS <br />RAFTER/TRUSS SPACING <br />24 INCH OC <br />MIN. SHEATHING THK., INCHES <br />Mjizz- (PANEL SPAN RATING) <br />EXP. B <br />WINDSPEED <br />140, mph 150mh 160mh <br />7/16 15/32 19/32 <br />(24/16) (32/16) (40/20) <br />TABLE R803.3.1 <br />ROOF SHEATHING ATTACHMENT <br />2:T�- <br />RAFTER/TRUSS SPACING <br />24 INCH OC <br />WINDSPEED <br />140 m h <br />150fh160 <br />m h <br />E <br />F <br />EF <br />E <br />F <br />EXP. B <br />RAFTER TRUSS SG = 0.42 <br />6 <br />6 <br />6 <br />6 <br />4 <br />4 <br />� <br />RAFTER/TRUSS SG = 0.49 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />2:2�- <br />FOR 15/32" SHEATHING THK. OR LESS FASTEN W/ ASTM <br />F-1667 RSRS-Ol (2 3/8)) x 0.113" RING SHANK NAILS) <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-16, & FBC 2020 <br />(7th. EDITION). <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />9909 Wallaston Drive <br />Dade City, FL 33525 <br />Ph. 813-469-2289 <br />Email: dwsflvegO mail.com <br />No <br />�. <br />OU8 <br />ST � <br />Plans By: <br />Larry deMontinollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-15-21 <br />DRAWN BY: L.E.D. <br />REVISION: <br />RO 1 <br />RO 2 <br />RO 3 <br />DATE: <br />PROJECT ADDRESS: <br />3855213th. ST. <br />Zephyrhills, Florida 33542 <br />CONTRACTOR: <br />B[TITERFIELD INVESTMENTS, LLC, I-) <br />HOUSE PLAN <br />ROOF NAILING &BRACING <br />DWG. BF-S3 REV. 0 <br />