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TYP. @ 1 <br />CORNERS p2 <br />C �7 <br />O <br />n <br />M <br />00 <br />LO <br />2 <br />V <br />V <br />C- <br />E <br />v— <br />W <br />E <br />0 <br />z <br />c <br />i <br />a <br />n <br />0 <br />N <br />D <br />V <br />14 <br />V <br />4 <br />0 <br />i <br />3 <br />V <br />N <br />n <br />0 <br />r <br />jj <br />CD <br />0 <br />0 <br />n <br />13'-0" <br />2 <br />D2 <br />FT3GE <br />12'-0" <br />0 L` <br />@ 24" A <br />O.C. MIN. <br />0 <br />ILL <br />S6 <br />TYP. @ 2 STORY, <br />SEE JJ/S6 @ <br />STEMWALL <br />FT7G <br />FT6 <br />1 <br />7q <br />TYP. 1 LL <br />LO <br />BRG. WAL <br />0r... <br />0 <br />D <br />L1 <br />0 <br />N <br />r <br />FT8G <br />FT11 1 <br />-1 <br />U_ <br />FT11 —r FT13GE <br />BRG. WALL <br />J <br />S6 <br />LL <br />TYP. @ 2 STORY. <br />SEE JJ/S6 <br />@ <br />STEMWALL <br />U <br />A (2) <br />22 <br />-0(2) FT9 D1 <br />CJ3B <br />CJ113 <br />9 <br />D1 <br />Di <br />FG3 <br />D1 <br />�- <br />A <br />TYP. <br />U.N.O. <br />03 m <br />co <br />U U <br />Cl) <br />m <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />5'-8" <br />134GE <br />GINEERED <br />PER ASCE 7-16 <br />OF <br />GN <br />LE <br />RSH ENCLADDING WINDFPR PRESSURES AND OSUCTIONS FOR MEAN BROOF OHEIOGHT5T 5 ftND <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) O VALUE DENOTES SUCTION <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 -49,57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 1 -60.99 -60.99 1 -60.99 78.58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: 7/6" EXP. 1 (%) or1V32" E:XP. 1 (3y6) <br />TILE: 1V32" EXP. 1 0316) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Yg" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W/ BLOCKING PER NAILING SCHEDULE. <br />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a=4ft <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC <br />Q <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP. <br />SPF <br />SYP <br />SPF <br />A <br />META12 <br />1420 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 1 Od x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2,5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />1 585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 112" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 1Od x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1Od x 1 1/2"& 8-1Cd <br />H IFGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <br />HTT5 <br />5795 <br />5l8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />x 21/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8 - 10d <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />-- <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />-- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW12 <br />1 1195 <br />1005 <br />14-1Od x 1-1/2" <br />S <br />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />w/ (24) 1/4" x 3" SDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HD (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />U <br />MGT <br />3965 <br />3330 <br />22 -1Od x (1) 518" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />(2).LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />`A'/ (32) 16D SINKERS & <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />W/ (32) 16D SINKERS & <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Old x 1 1/2" <br />SP1 <br />555 <br />5351 <br />10-1Od <br />SPT22 <br />735 <br />8-10d <br />SP2 <br />1 1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />1 590 <br />555 <br />12-1Od x 1 1/2" <br />HHCP2 <br />680 <br />1 570 <br />1 (20)1 Old x 1-1/2" <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 THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />REVISED 12-02-20 <br />LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") <br />*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wQ <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES; NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />OR 2 PLY <br />;ARRIER <br />FX CONT ER t <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV-A <br />SCALE: Y4"=1'-0" <br />Ln <br />:® <br />ry f6 C5 «.- <br />�ux ^ate awa x: <br />» <br /># <br />rs, w Ra <br />cc <br />S <br />ate. <br />M <br />CV <br />0 <br />cat <br />ti <br />m <br />0 <br />-1;1 <br />- <br />- %1`- ,K <br />" <br />��4� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />Wg <br />V <br />d pE <br />p N CJ W dam' <br />MOMN <br />O C� �Np <br />® <br />:= Lo J_ <br />fA <br />cn r r ° u- w <br />tli <br />N C)(L <br />q w ow <br />JLL� z <br />Z <br />V <br />0 <br />C1.W <br />0 O <br />� s <br />� 9 <br />� <br />6 <br />tJ Fa N CO. m Lu 0 <br />z <br />W <br />z <br />Lu <br />u7 N z <br />co <br />aN <br />U fn I- <br />O U ❑O❑ <br />x <br />NN Q <br />O � <br />Q Q <br />r I <br />V) <br />M <br />a <br />0 <br />4_j <br />c.'a u_ <br />ut <br />O <br />�N <br />) <br />(a <br />r <br />C <br />U" <br />Rig <br />L 8 <br />f 3 0 <br />U) <br />d M 0 <br />Q <br />z <br />co <br />M <br />z9 <br />O � <br />w <br />Z <br />Z <br />< <br />t`1i <br />E <br />zo <br />ow <br />>N <br />z <br />Q <br />U <br />z <br />p <br />ocu a <br />F— ifi <br />g <br />? 0 <br />23 Eco <br />a <br /><z <br />wz <br />cn< <br />ao <br />m� <br />o1 <br />U U <br />Z <br />m J <br />m <br />¢ " <br />G W <br />z z <br />0< <br />ao <br />?nowa <br />a <br />�w <br />lu <br />aH <br />t2 <br />_I <br />0r <br />Mj <br />O <br />¢ <br />I< <br />> 0 <br />a <br />o <br />c O <br />0 <br />;n <br />> (� <br />Orn <br />c(o <br />m <br />0 <br />s-- <br />C10 <br />(0 <br />co <br />CNI <br />C:)> <br />> <br />(.0 <br />�.. <br />Q <br />Cr Y <br />— <br />O <br />CL <br />U) m <br />� <br />N <br />�. <br />c <br />LID <br />O <br />� <br />� <br />d' <br />c cr) <br />O <br />O <br />© <br />N <br />a <br />04 <br />M ; <br />T <br />cc <br />6 <br />2:1 <br />M <br />M 04 <br />o <br />z <br />M <br />z <br />NICU <br />N M <br />E <br />U <br />d <br />_j <br />Q d <br />JOB NO: <br />23-00502 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.1 <br />