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LEGEND <br />HETA20 <br />HETA24 <br />ATTIC VENTILATION CALCULATIONS <br />TOTAL ATTIC <br />AREA = <br />1609 S.F. <br />386 MINIMUM <br />SQ. IN. <br />OF NET FREE AREA <br />OF EXHAUST NEEDED OR NEAR THE RIDGE <br />386 MINIMUM <br />SQ. IN <br />OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT <br />TOTAL SQ IN <br />RIDGE <br />VENT = 851 SQ IN <br />X 23/LFTOTAL <br />SQ IN <br />SOFFIT <br />VENT = 1950 SQ IN <br />�37'-O" <br />150'-0" X 13/LF) <br />ATTIC ACCESS <br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT. AND HAVING <br />MINIMUM 30 INCHES OF VERITAL HEIGHT, ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30" <br />INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN <br />ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION 2017 RESIDENTIAL -SECTION 807 <br />SHEATHING TO BE 15/32" OSB OR 1/2" PLY CDX W/8d RING SHANK NAILS <br />0 3" O.C. BOUNDARIES, 6" O.C. EDGES & 8" O.C. FIELD <br />USE STEEL PLYCLIPS. <br />2"x 4" TOP CORD BLOCKING ® 48" O.C. FOR <br />FIRST FOUR ROWS OF TRUSSES 0 EDGES OF <br />SHEATHING TYP.. BACK NAIL AND TOE NAIL <br />ALTERNATE ENDS W/ (2) 16d NAILS. <br />(2) 16d TOENAILS <br />INTO EACH LEDGER. <br />2"x 4" LEDGER. (2) 12d <br />TO EACH TRUSS WEB. <br />(2) 2X4 DIAG. BRACING <br />SPACED 0 48" O.C.. (4) <br />16d NAILS 0 EACH END <br />(TYP) II <br />2x4 PANEL BLOCKING 0 48" O.C. <br />FOR THE FIRST 8'-0" OF END WALL <br />FROM EA. END TYP. BOTTOM CORD <br />ATTACH D W/ (2) 16—d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" 0 4" O.C. <br />SOFFIT AND FASCIA <br />DOWN ET TOPCHORD OF GABLE <br />2,_0» END TRUSS TO RUN 2% 4" <br />MAX OUTLOOKERS SPACED 0 24" O.C. <br />(1) SIMPSON H5 0 EACH <br />OUTLOOKER <br />"L" BRACE TO EXTEND AT LEAST <br />90% OF WEB LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" OSB <br />SHEATHING ATTACHED W/ 8d <br />RINGSHANK NAILS 0 4" O.C. EDGES <br />AND 8" O.C. FIELD <br />MOISTURE BARRIER <br />SIMPSON META20 OR LTA1 <br />SPACED 0 24" O.C. <br />�— 5/8" OR 1/2" CEILING DENSE <br />GYPSUM WALL BOARD FASTENED <br />WITH 8d COOLER NAILS OR 1 1 /4" <br />LONG DRYWALL SCREWS COMPLYING <br />WITH ASTM C1002 FOR FIRST 8'-0" <br />BLOCK FROM END WALL 0 4" O.C. TYP. <br />GABLE END BRACING DETAIL <br />MISSING TRUSS ANCHOR: <br />TRUSSES THAT ARE PLACE SUCH THAT AN EMBEDMENT ANCHOR <br />IS MISPLACED MAY BE FASTENED TO THE MASONFI��Y BON BEAM <br />USING ONE (1 SIMPSON MTSM16 TWIST STRAP W4FOUR .4_) <br />3/16" X 2 1 4" TAP CON MASONRY SCREWS IN HE BONDD BEAM <br />CNNAPICITY �9 200dP AILS I THE TRUSS (MAXIMUM UPLIFT <br />UNDERLAYMENT SHALL COMPLY WITH SECTION R905.2.3 <br />SLOPES 2:12 <br />UP TO 4:12 <br />R905.2.7, 1507.2.8 <br />SLOPES 4:12 <br />AND GREATER <br />R905.2.7, 1507.2.8 <br />FLASHING SHALL <br />COMPLY WITH <br />R905.2.8 1507.2 9 <br />VALLEYS <br />SEDGE SHALL <br />COMPLY <br />RR905 g <br />R P <br />WITH <br />2 �,11507 923 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <br />CONNECTOR <br />CAPACITY <br />SYP SPF <br />FASTENERS <br />FLORIDA <br />APPROVAL <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />9 -10d x 1 1 /2" <br />11473.3 <br />HTA20 <br />1615 <br />1585 <br />10 -10d x 1 1/2' <br />B <br />HETA24 <br />2365 <br />12 -10d x 1 1/2" <br />11473.3 <br />HTA24 <br />2430 <br />2385 <br />10 -10d x 1 1/2' <br />C <br />H ETA16 <br />1810 <br />9 -10d x 1 1/2" <br />11473.3 <br />HTA16 <br />1615 <br />1585 <br />10 -10d x 1 1/2' <br />D <br />H2.5A <br />600 <br />535 <br />10-8d <br />10458.2 <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1 /2" <br />E <br />H3 <br />455 <br />320 <br />8 - 8d <br />10458.2 <br />RT3 <br />810 <br />525 <br />8 - 8d X 1 1 /2" <br />F <br />META20 <br />1450 <br />7 -1 Od x 1 1/2" <br />11473.9 <br />HTA20-18 <br />1400 <br />1400 <br />10 -10d X 1 1 /2" <br />G <br />HHETA20 <br />2235 <br />10 -10d x 1 1/2" <br />11473.6 <br />H <br />H 10A <br />1340 <br />1015 <br />18 -10d x 1 1/2" <br />10458.2 <br />RT18A <br />1380 <br />1180 <br />9-1 Od X 1 1 /2% 8-1 Od <br />J <br />HTT4 <br />3810 <br />3105 <br />5/8" ANCH. /(18)1W-1/2 <br />11498.5 <br />HTT4 <br />2715 <br />5/8" ANCH. /(20) 1Odx1-1/2 <br />K <br />HTT5 <br />4350 <br />3740 <br />sW ANCH. / (26)1 Odxi-11Z <br />11498.5 <br />HTT5 <br />3225 <br />5/8" ANCH. / 28 1 Odxl-1 /2 <br />L <br />HD3Bw <br />1 <br />5/8" DIA. BOLTS <br />11496.3 <br />TDX2-TZ <br />2345 <br />- - <br />2 - 5/8" DIA. BOLTS <br />M <br />HD5B * <br />4505 <br />37855/8" <br />ANCH. 3/4" STUD BOLTS <br />11498.3 <br />TDX6 <br />5320 <br />- - <br />2 - 7/8" DIA. BOLTS <br />N <br />HD7B * <br />6845 <br />5850 <br />7W ANCH. 3/4" STUD BOLrS <br />11496.3 <br />TDX10 <br />7845 <br />- - <br />4 - 7/8" DIA. BOLTS <br />P <br />LUS28 <br />1185/1070 *" <br />1005/915 ** <br />8 -10d x 3" <br />10855.14 <br />JUS26 <br />1115/1060** <br />- - <br />8 -10d <br />O <br />HUS28 <br />1550/3335 *" <br />1335/2820 ** <br />20 -18d x 31/2" <br />10855.11 <br />HUS28 <br />1925/3295 <br />- - <br />x " <br />R <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 -16d x 31/2" <br />10855.11 <br />HUS28 <br />2570/4345 <br />- - <br />30d -16d x 3-1/2" <br />S <br />MTS12 <br />1000 <br />860 <br />14 -10d x 1 1/2" <br />10456.8 <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />T <br />MTS16 <br />1000 <br />880 <br />14 -10d x 1 1 /2" <br />10458.8 <br />MTW18 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />U <br />MTS20 <br />1000 <br />880 <br />14 -10d x 1 1/2' <br />1 om.a <br />I MTW20 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />V <br />MGT/MUGT <br />3140 <br />3140 <br />22 -10d X (1) 5/8" ATR <br />W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />W <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />11473.7 <br />LUGT2 <br />1850 <br />1810 <br />(18)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />"X0 <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 112" <br />10456.5 <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />SPi <br />585 <br />535 <br />10 -10d <br />10458.10 <br />SPT22 <br />685 <br />8 -10d <br />SP2 <br />1065 <br />805 <br />12 -10d <br />10456.10 <br />SPT24 <br />1030 <br />12 -10d <br />HCP2 <br />845 <br />555 <br />12-10d X 1 1/2" <br />10447.1 <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT READ ON ROOF PITCHES 3112 & LOWER. <br />LOADS -- ROOF - L / 360 FLOOR = L / 480 W/ 31W MAX DEFLECTION. <br />0T O N/��� <br />� �� BUTT <br />.b � NO <br />w <br />a. <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />