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an <br />v <br />_ <br />aY <br />m <br />00 <br />LL0 <br />21 <br />0 <br />0- <br />r) <br />0 <br />.a <br />O <br />C) <br />0 <br />I <br />m <br />Ln <br />C) <br />M <br />L0 <br />L <br />0 <br />to <br />O <br />.O <br />Q <br />J <br />N <br />O <br />1 <br />N <br />LO <br />LO <br />2 <br />0 <br />C� <br />0 <br />rn <br />c <br />Y <br />R <br />N <br />N <br />0- <br />E <br />12 <br />E <br />O <br />L <br />N <br />LZ <br />0 <br />v <br />v <br />0 <br />vl <br />y <br />a <br />.o <br />i <br />a <br />c <br />0 <br />0 <br />J <br />LZ <br />M <br />O <br />Q <br />0 <br />a <br />I.7 <br />N <br />O <br />N <br />a <br />Q <br />m <br />CJ1 <br />CJ3 <br />CJ5 <br />CJ5 <br />CJ3 <br />CJ1 <br />1� <br />(2) <br />X <br />M LO <br />TYR <br />G <br />(2) <br />X <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft <br />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />:XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE 38.22 7-38.22 1 -60.99 1 -60.99 1 -60.99 1 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: 3/16" EXP. 1 C%6) or tV32" EXP. 1 (3V16) <br />TILE: 1V32" EXP. 1 (33/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 $" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t-/2", SHEATHING SHALL BE FASTENED m <br />WITH ASTM F1667 RSRS-03 1 Od (2%' x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [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 />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[ 12:12] <br />,. ,.,.. <br />.. <br />J <br />N <br />Mco <br />a <br />.. <br />a <br />:::: <br />..... <br />r- <br />Q <br />:::: <br />..... <br />c0 <br />Q <br />. <br />..... <br />I.[') <br />„ a <br />.... <br />..... <br />a <br />M <br />¢ <br />:: <br />¢ <br />... <br />fV <br />a <br />: <br />a <br />: <br />t.r) <br />;; a <br />c4 <br />a <br />.. <br />¢ <br />... <br />00 <br />;; a <br />... <br />::. <br />. ..... ..... <br />W W m m <br />B3 <br />wI <br />..... . <br />J1G AN <br />< LU <br />> N <br />> <br />W <br />I <br />CJ5 <br />CJ3 <br />� <br />CJ1 <br />co tip, <br />U U U <br />(2) <br />Y <br />... <br />........ <br />\11 <br />I." W <br />' <br />I <br />I <br />=, M LID <br />U U U <br />v <br />(2) <br />u <br />u <br />yV/ <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 />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 1 112" <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 - 1 Od x 1 1/2"& 8-1 Od <br />H <br />FGTR <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 />RFU_S <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 />5/8" ANCH. /(26) 1Od x1-1/2 <br />K <br />HD313 * <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 2 1/2" SDS 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 />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 />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" 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 w/ 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 />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 <br />w/ (32) 1615 SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 1 555 535 1 10-10d SPT22 735 8-10d <br />SP2 1 1010 605 112-10d SPT24 1090 12-10d <br />HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (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. REVISED 12-02.20 <br />WA @WOOD <br />S5 WALL LOADS -- ROOF = L 1360 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 />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 5'4' 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 />CARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />cei <br />C%j <br />CM <br />c <br />ce_ <br />as t <br />CD <br />ux � ra <br />ca <br />.c, <br />._ <br />o� <br />,� <br />ppgg <br />Ul <br />�t�.�."r' <br />MM <br />���h <br />C .° <br />(i9F3ll�ti��C3 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />An Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />wiIIIIIIIIIIIIIIIIIi a <br />.r E <br />p b p <br />U <br />0 <br />0 <br />o <br />a) W N N ODD <br />opN <br />7 rC7 O <br />r- J <br />M <br />Q <br />nN) <br />U 5 J <br />M J W <br />52 W <br />LL d <br />to <br />Z <br />J <br />Ne <br />L6 C a <br />O <br />W <br />w <br />'0 <br />W <br />IL,Z_n <br />U5 <br />J <br />2 m Z Q <br />0 <br />V <br />N -1 <br />Og <br />U <br />Z <br />W <br />❑ ❑ <br />z N M <br />o C, <br />z <br />z o a <br />� <br />d <br />E3 <br />� I <br />N <br />N <br />c.] <br />z <br />� <br />� o <br />a--) <br />LU <br />p <br />(M <br />, <br />U <br />� <br />O <br />Ln <br />�N <br />o <br />'L <br />� <br />LU J <br />�_ E <br />_ <br />ai <br />.LL- <br />(i o v0 <br />e <br />N <br />140 <br />o <br />J <br />z <br />W <br />C.0 <br />M <br />Z ¢ <br />ZZZ <br />Q <br />LL <br />E <br />E u <br />zo <br />�a <br />� <br />>M <br />zo <br />o� <br />FCor0 <br />20 <br />00 <br />o000 <br />'. � <br />o <br />W z <br />M <br />Cl) It <br />wo <br />WW <br />W z <br />C< <br />� <br />Q <br />Uz <br />W <br />00 <br />zs <br />m <br />Q W <br />WZ <br />2 <br />go <br />Qo <br />z� <br />_ <br />o <br />M <br /><r <br />w <br />zI< <br />�o <br />dF <br />o <br />0 <br />CD <br />= <br />> <br />L <br />CO Lid <br />= <br />LO <br />Cr <br />T <br />I' <br />i..l..l <br />Y <br />U <br />0 <br />m <br />�1 i <br />0 <br />LO <br />co N <br />CD <br />O <br />N <br />LO <br />M <br />Q <br />7 <br />,-- <br />E <br />E <br />M <br />0 <br />z <br />La <br />Z <br />E C)`° <br />c <br />L0 <br />E o <br />U <br />a io <br />c <br />0a <br />J <br />Q p <br />JOB <br />NO: <br />23-00527 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.2 <br />