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QD <br />C14 <br />rn <br />r') <br />LO <br />LO <br />00 <br />C= <br />C14 <br />C=) <br />-5. <br />00 <br />00 <br />11) <br />C14 <br />C14 <br />ZTE <br />L0 <br />LO <br />Cr <br />00 <br />co, <br />C14 <br />oo <br />00 <br />LO <br />LO <br />C/) <br />:9 <br />C I <br />t1- <br />C14 <br />E <br />E <br />CP <br />1z <br />C-) <br />a_ <br />(D <br />Cn <br />­5 <br />-0 <br />-2 <br />S14 <br />C'4 <br />cm <br />16 <br />CL <br />CN <br />im <br />V) <br />2x4 STUDS W/ USP - <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />16" FLOOR SYSTEM <br />SEE PLAN FOR <br />DIRECTION <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />FLOOR GIRDER <br />SEE PLAN FOR <br />CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r2 2 <br />SCALE: 3/4" = V-0" <br />< < 1 /_0 (2) ( D22 ) (2S6) <br />RSH <br />IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft <br />flND SPEED (ULTIMATE) <br />140.0 MPH <br />flND SPEED (ALLOWABLE) <br />108.4 MPH <br />XPOSURE CATEGORY <br />C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />H I P ROOF >20 TO 45 DEG. <br />WIND AREA VALUE DENOTES PRESSURE <br />(SCI FEET) VALUE DENOTES SUCTION <br />[4:121-[12:12] <br />--T <br />a=4ft <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 -60.99 -60.99 -60.99 <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 />@ <br />ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />@ 1 <br />SHINGLE: 3/16" EXP- 1 (2Y16) or 1V32" EXP- 1 (33/16) <br />LL��L lV32" EXP. 1 (12/16) <br />NOTE: <br />1 . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />") <br />WITH ASTM F1 667 RSRS-03 1 Od (2Y2" x 0.131 NAILS OR ASTM F1 667 RSRS-04 (3"x.1 20") NAILS <br />a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />GABLE ROOF > 20 TO 45 DEG, <br />RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[4:12]-[12:12] <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 />1xv <br />CJ1A <br />CJ3A <br />77 FTE3 <br />W <br />LL <br />A <br />@ 24" O.C. <br />x <br />M2GE <br />..... ..... ... <br />CJ58A <br />..... <br />..... <br />..... <br />..... <br />< <br />..... <br />..... <br />.............. <br />.. <br />.. <br />-7 <br />. ........ . ...... .. <br />F72 <br />I I <br />FT1 <br />:7 <br />N 0C <br />LL <br />....... . <br />N N <br />M <br />LL <br />z C1. <br />P <br />LL <br />0(2� <br />X <br />.... (2 <br />7 <br />co <br />W <br />LL <br />FG4 <br />0- <br />A� <br />>< <br />N N <br />N <br />CJ5A <br />N <br />LL <br />N <br />>< <br />N N <br />100 <br />�1:1.Mjjj <br />L ul <br />............. <br />.. <br />.. <br />F76 <br />FT4 <br />>< <br />U­ <br />N N <br />LL FT1.4 ........ <br />.................. <br />............... <br />...... <br />............... <br />L <br />... <br />_FT5_ <br />... <br />..................... <br />. <br />..... <br />FT7 <br />. ... <br />.. <br />x <br />x <br />0 <br />N <br />U- <br />d <br />7- <br />1v <br />N <br />0 <br />LL <br />.... <br />...... .. ....... <br />. <br />71 <br />.................... <br />...... <br />....... <br />LL� <br />N N <br />................... ................ <br />--- N N <br />N N <br />Cl) LO <br />I FTE4 <br />j <br />9 N -1 ( i ) <br />�A <br />�2 %--j W <br />LU <br />ILL <br />2� <br />�2 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />0 <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 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA1 6 <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 />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 1 112" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />140 <br />0-1 dx / " <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1 1040 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1 Old x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SIDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />-- <br />W/(12)WS3WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />1 5/8" ANCH. / (26) 1 Odxl -1 /2" <br />HTT5 <br />5795 <br />5/8" ANCH. 1(26) 10d x1-1/2 <br />K <br />HD3B <br />3130 <br />3050 <br />1 5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SIDS <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" SIDS <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 />N <br />LUS26 <br />1165/1060 <br />1005/915 <br />8- 10dx3" <br />JUS26 <br />100011080** <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 -1 6d x 3-1/2"' <br />R <br />MTS12 <br />990 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />S <br />VGT-M <br />4940 <br />3555 <br />wl (16) 1/4" x 3" SIDS <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 501 0-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 -1 Od x (1) 5/8" ATR W/ 12" <br />EMBED wl SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od 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 />wl (32) 16D SINKERS & <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />3100-M 4520-F <br />31 00-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od x 1 1/2" <br />Spi <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />590 <br />555 <br />12-1 Od x 1 1/2" <br />ICP? <br />ARO <br />570 <br />(20)1 Od 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 / 480 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 />(B) <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 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) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <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 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />i <br />I OR2PLY <br />WRIER <br />12 P Y 'V,3RIER-J —(A) <br />x C4�NTQ <br />L DGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV-Al <br />SCALE: )/4"=V-101" <br />0 <br />0 <br />>< <br />M Uf CL <br />�C: -C <br />TO- x- <br />> CC) <br />0� E t <br />M 0 0 <br />:3 0 <br />0 <br />> > Lij <br />C14 <br />C14 <br />7.1F <br />4.; <br />% <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LO <br />E <br />8 R <br />im - <br />0 q 1,0 <br />(A <br />0 2 'm 4t <br />U) P�. -- - Lu a- <br />c,4 0 LL a. <br />LL <br />LL u- w <br />z Wo <br />0 <br />0 0 1,- <br />C'4 (0 M y -j <br />W <br />U, o M < <br />U) c� <br />Z 00 - 6 -j 9 r- <br />Z - <br />11L C, x LI) 0 <br />IL <br />< 6 =) 0 <br />0 M co <br />0 �2 <br />z: <br />2-1 w <br />Q) C) �2 <br />— LL <br />4--J c/�, <br />Lu <br />0 <br />0 L. <br />-, r, 04 <br />E <br />all —Lu <br />U) <br />0:� co <br />o <br />co <br />z <br />Cn <br />co <br />z <br />z <br />U- <br />2L E <br />z <br />mo <br />z <br />< <br />F= 8 <br />CU <br />C1 <br />E <br />z <br />E 8 <br />z <br />�o <br />z <br />w w <br />a <br />w <br />n" <br />o, <br />0 <br />z <br />o <br />U) <br />o ! <br />z� zo <br />man <br />'o <br />z <br />w w <br />U <br />g <br />< <br />�j <br />18 <br />0 <br />< <br />0 <br />L0 <br />L0 <br />cc <br />< <br />0 <br />CL <br />(1) <br />F— <br />L- <br />00 <br />co <br />0 <br />C:) <br />C) <br />U) <br />< <br />0 <br />0) <br />CD <br />C:) <br />LO <br />C14 <br />C'4 <br />E <br />a 00 <br />0 <br />z <br />cc <br />z <br />j6 <br />E <br />ig <br />a- <br />E <br />0 0 'a <br />0 _3 < <br />Q <br />-j <br />JOB <br />NO: 22-02388 <br />SCALE : AS NOTED_ <br />SHEET NO. <br />7.1 <br />