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STRUCTURAL <br />SHEATHING (SEE TB13 <br />FOR NAILING INFO.)- <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x4 CONT. RIBBON W/ <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END — <br />8d NAILS @ 24" O.C. <br />TO BLOCKING <br />STRUCTURAL <br />SHEATHING <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />SEE PLAN <br />TRUSS BRG. <br />CONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />LINTEL <br />SEE PLAN <br />C031 CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = V-0" <br />3 <br />00 <br />00 <br />L0 <br />L0 <br />v <br />c <br />cn <br />0 <br />0 <br />C) <br />M <br />0 <br />Z. <br />(0 <br />M <br />I <br />N <br />x <br />a <br />co <br />00 <br />cV <br />L0 <br />L <br />v <br />V) <br />0 <br />a <br />0 <br />M <br />O <br />J <br />c0 <br />M <br />M <br />I <br />Ln <br />i <br />C <br />Cr <br />V) <br />c <br />C, <br />3 <br />♦- <br />N <br />0 <br />d <br />E <br />aoi <br />E <br />0 <br />v <br />c <br />J <br />y <br />N <br />L� <br />O <br />U <br />0 <br />0 <br />vl <br />.o <br />U <br />.G <br />I h <br />Y <br />O <br />•U <br />J <br />41 <br />N <br />N <br />ai <br />0 <br />a <br />0 <br />a <br />CV <br />C'4 <br />O <br />M <br />N <br />N <br />v <br />a <br />5 <br />m <br />v <br />RSH <br />ENGINEERED <br />2 ftND <br />CLADDING WIND PRESSURES ANDOSUUCTIIONIS FOR MEAN ROOFOWABLEONEHEIOGHT:5 <br />✓IND SPEED (ULTIMATE) <br />140.0 MPH <br />✓IND SPEED (ALLOWABLE) <br />108.4 MPH <br />XPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 45 DEG. <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />[4:12]-[12:12] <br />a=oft <br />/ <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />1 2e <br />I 2n <br />I 2r <br />r 3 <br />3e <br />3rq <br />HIP <br />-35.94 <br />-49.57 <br />1 <br />-49.57 <br />-49.57 <br />Vif, <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />-78.58 <br />ROOF NAILING SCHEDULE/ NAILI <br />NG ZONES (SHINGLE AND TILE):ZONE <br />1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE <br />2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE <br />3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD� <br />` <br />ROOF SHEATHING: <br />! O ! Q I <br />SHINGLE: 7/6° EXP. 1 (24/s) or 1%2" EXP. 1 (��6) <br />I ;® <br />TILE: 1%sz" EXP. 1 (32/1s) <br />!� <br />! I ! I <br />NOTE: <br />i -- --- -+-- <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d %" x 0.113") NAILS 2 <br />( � <br />� � � 3r 3r U , <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />a=oft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE <br />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 />J TYP @ 2 STORY <br />S6 <br />-F7 <br />FTF1 <br />N <br />LL <br />LL <br />` (2 <br />IZT co <br />U- F- <br />U_ U_ <br />17 <br />• <br />El <br />f. <br />FTF1 <br />I~_ <br />UL <br />------------------ <br />6J TYP @ 2 STORY <br />2) S6 <br />I- I 1 Ca t <br />tiV/ <br />93 <br />CO3 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />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 1 112" <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 />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 />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 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2% 8-10d <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) 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) 10dx1-112" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />50' 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" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />- <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" 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 - 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 />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" SIDS <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 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR wl 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 />w/ (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 />3100-M 3800-F'w/ <br />(32) 16D SINKERS & <br />(1 0) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 535 10 - 10d SPT22 735 8 - 10d <br />SP2 1010 605 12-10d SPT24 1090 12-10d <br />HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d 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. 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 />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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 (6) <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 1 O <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 />1 (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 OR 2 PLY <br />BARRIER <br />R 2 PLy CARRIER—f �(A) <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />MAIN FRAMING PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />"+ <br />C7 r <br />0 , <br />n <br />� <br />Tg <br />I <br />0- 0 � <br />r <br />0,0 <br />C 0 <br />0 <br />Lit <br />CV <br />N <br />0 <br />N <br />M <br />N <br />N <br />0 <br />,..4 <br />a is k <br />y <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />Lo <br />W <br />Q <br />r <br />8 <br />v EE 81 <br />O U N - <br />91 <br />N L <br />LL. <br />0 <br />7 �[) ap w ik LL w <br />M <br />a <br />0�/ <br />v0r-r-o Ewa <br />NO a. <br />N M V LL v7 V7 <br />JLLw a u <br />Z <br />Z <br />rn O <br />o <br />ai <br />=°o ~ w <br />J J <br />= '� C ( m O0 <br />W <br />¢ <br />Z <br />00 Cj a <br />N Cl) xS2O <br />OUCLLN c¢i�� <br />W <br />❑❑❑ <br />0 'LO <br />W <br />Z N N) <br />O <br />Z N <br />z � � <br />� <br />Q <br />In <br />^ <br />N <br />M <br />Z a <br />c <br />, <br />VJ <br />CD o <br />LL <br />P <br />((5 <br />w m <br />L <br />O� <br />NLr <br />cif <br />w o <br />?3 <br />C.) c <br />w J <br />1- - E <br />y <br />C) '000 <br />N � <br />o <br />co <br />w <br />co <br />O <br />Z <br />OL <br />oo <br />wz <br />� <br />aR <br />?© <br />Da <br />co <br />- C <br />O C <br />xco o <br />U <br />aG <br />o <br />00 <br />p <br />oQ <br />a Z <br />N M <br />ao <br />o <br />rw <br />L <br />� <br />vJ C <br />_ C <br />< <br />z <br />.- <br />w. <br />m i <br />o <br />o z <br />z <br />z <br />� <br />J <br />m <br />r� <br />¢ w <br />�z <br />� <br />o¢ <br />ao <br />0 <br />co <br />aF <br />o�3 <br />V <br />za <br />0 O <br />= <br />>LO <br />Lm <br />^W\LO <br />coCL- <br />co <br />CD <br />Y <br />U <br />a <br />C.0 <br />MT <br />.Q <br />04 <br />O <br />0 <br />N <br />C) <br />LO <br />CN <br />Q <br />M <br />r <br />6 <br />E <br />.2 <br />E qct <br />N <br />iri N <br />o <br />Z <br />Z <br />E O <br />`° <br />c <br />a <br />U <br />Q p <br />CD <br />JOB <br />NO: <br />22-02396 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.0 <br />