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3 <br />v <br />c <br />0 <br />I <br />0 <br />J <br />rD <br />CID <br />O <br />I <br />0 <br />O) <br />0 <br />F— <br />Cr <br />V) <br />0 <br />I <br />'00 <br />' <br />J <br />CID <br />-4- <br />Cr) <br />0 <br />I <br />O <br />CD <br />O) <br />I <br />N <br />/ <br />v <br />Cr <br />0 <br />v) <br />c <br />3 <br />H <br />Q <br />N <br />N <br />a <br />E <br />N <br />E <br />0 <br />2 <br />v <br />J <br />/ <br />L7 <br />0 <br />U <br />C <br />U <br />U <br />w <br />�o <br />a <br />0 <br />U <br />J <br />N <br />LZ <br />N <br />O <br />u7 <br />co <br />co <br />45 <br />v <br />0 <br />0 <br />a <br />N <br />cV <br />0 <br />00 <br />0 <br />Q <br />m <br />v <br />a) <br />v <br />cn <br />(1787) (1666) <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />UPLIFT <br />CONNECTION <br />CROSS-REFERENCE <br />MARK <br />SIMPSON <br />STRONG <br />TIE <br />USP MANUFACTURING, <br />INC. <br />VIND SPEED (ULTIMATE) <br />VIND SPEED (ALLOWABLE) <br />:XPOSURE CATEGORY <br />140.0 MPH <br />108.4 MPH <br />C <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 - 1 Od x 1 1/2" <br />EFFECTIVE <br />WINDAREA <br />(SQ FEET) <br />WIND PRESSURE AND SUCTION (PSF) <br />(+) VALUE DENOTES PRESSURE <br />() VALUE DENOTES SUCTION <br />HIP ROOF >20 TO 45 DEG. <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 10d x 1 1/2" <br />[4:12]-[12:12] <br />a=4ft <br />� <br />®I <br />v <br />1 <br />I O I I O I <br />1 �® <br />I <br />I I I I <br />�� 3r 3r� �r <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <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 />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <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 />10 <br />GABLE <br />-38,22 <br />-38.22 <br />1 -60.99 <br />1 -60.99 <br />-60.99 <br />78.58 <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 />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM Fi667 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 Fi667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE:'/s' EXP. 1 CY16) or 1V32' EXP. 1 (33/16) <br />TILE: V32' EXP. 1 (3�s) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2%" 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 GABLE <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 />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" 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) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" 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 />WOOD <br />X 2 1/2" SDS WD <br />SCREWS & (1) OO ATR <br />a=4ft <br />ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <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 />x21/2"SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />NOTE: <br />• SEE D1 SHEET <br />WALL LEGEND <br />8'-8" TOP OF MASONRY WALL <br />(GARAGE) <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 />9'4" TOP OF MASONRY WALL <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 />18'-8" TOP OF MASONRY WALL <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 wl 112" MIN. <br />EMBEDMENT. <br />18'-8" TOP OF MASONRY WALL <br />2ND FLOOR ONLY. NO FIRST <br />FLOOR BELOW. <br />rT <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 />-2HOUR FIRE RATED SEPARATION <br />WALL <br />-9'-4" TOP OF MASONRY WALL <br />(LANAI) , W/ SHAFT LINER ABOVE <br />TO BOTTOM SIDE OF DECKING <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 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) 114" 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) 16D SINKERS & <br />(10) 114" x 3" WEDGE - <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />-18'-8" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SP1 <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 />LLJ-2HOUR FIRE RATED SEPARATION <br />WALL <br />-20'-0" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />HCP2 1 <br />590 1 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 1 <br />680 <br />570 1 <br />(20)1od x 1-1/2" <br />* MINIMUM 3" MEMBER <br />** REACTIONS <br />*** DO NOT DRIVE <br />ALL EPDXY <br />NOTE: DOUBLE <br />ARE FOR ROOF <br />NAILS THROUGH <br />ANCHORS SHALL <br />FELT REQ'D <br />LOADS ONLY <br />THE TRUSS PLATE <br />USE SIMPSON <br />ON ROOF PITCHES <br />ON THE OPPOSITE SIDE OF THE TRUSS, <br />"SET" OR USP CIA-7000C (SEE MANUFACTURES <br />3/12 & LOWER. <br />WHICH COULD <br />SPECS) <br />FORCE THE PLATE <br />OFF OF THE TRUSS. <br />REVISED 12-02-20 <br />TYP. INTERIOR WALL <br />LOADS -- ROOF <br />FLOOR JOIST SPACING <br />OC FOR CARPET <br />= L / 360 FLOOR <br />SHALL <br />AREA'S <br />= L / 480 W/ 3/8" <br />BE MAX OF 19.2" <br />MAX DEFLECTION. <br />OC FOR HARDWOOD & TILE AREA'S & 24" <br />BEARING WALL <br />FOR TYPICAL ROOF FRAMING DETAILS <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF <br />(B) TRUSS <br />• SEE SHEET 11 FOR BUILDING ROOF LAYOUT <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />■U <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MASONRY WALL <br />OR BEAM <br />SEE TRUSS PLAN <br />F— SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />MASONRY WALL BELOW: <br />a<. SIMPSON HETA16 @ 4'-0" <br />O.C. TO GABLE TRUSS BEAM <br />BELOW: SIMPSON HTS20 @ <br />a 4'-0" O.C. TO GABLE TRUSS <br />COMMON TRUSS <br />a<. SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE <br />SCALE: 3/4" = V-0" <br />LOW ROOF &FRAMING PLAN <br />SCALE: 1 /4"=V-0" <br />12 <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 (8) 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 92 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS el <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 />OR 2 PLY <br />;ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />N <br />m za <br />® <br />u n � <br />,n �o <br />6) y <br />cc <br />o a3i d st <br />u a) <br />a c, <br />cc <br />N � � <br />c <br />o <br />O. U <br />n- <br />O ' (00 <br />a <br />To the best of the Engineers 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 />7th 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 />V! <br />W <br />g0 <br />E <br />co t <br />0 <br />N Ls <br />80 ° r, <br />N <br />U) J <br />Q <br />aj co V <br />C 25 LL <br />-j Z Ji Ly <br />m LL 55 d <br />o <br />Z <br />mc:rn <br />L (0 c, Z <br />y0c <br />io2rnrn x w <br />Z <br />uo N Z Q �- <br />a <br />co r <br />O U a <br />zLMLILW <br />W <br />0o� <br />QD M � <br />z N M <br />o� <br />z <br />z o <br />Q <br />J <br />� N <br />r- <br />V) <br />z <br />CD <br />o <br />a--+ <br />(6 <br />N <br />w <br />O <br />Nal <br />w o <br />Ly N <br />wa <br />U <br />w <br />E <br />r2, u) <br />Q No <br />sQ <br />�� <br />r` <br />C) <br />� <br />w <br />M <br />o 3 <br />z <br />J <br />LL <br />E <br />r <br />Z o <br />Wo <br />� <br />> <br />z <br /><� <br />Q <br />OU <br />z <br />z© <br />❑ a <br />g 6 <br />CL <br />O E <br />x� <br />�¢ <br />uo <br />o< <br />z <br />,� <br />wz <br />N <br />L <br />Woo <br />6z <br />�H <br />mo <br />U) c <br />_ c <br />Y <br />o <br />z <br />Nm <br />QW <br />z Z <br />(A <br />3 <br />< <br />0< <br />3° <br />� <br />LLii <br />a <br />�w <br />U <br />it <br />a <br />w¢ <br />.J <br />o <br />� <br />cY <br />za <br />a <br />'o <br />0�3 <br />c <br />.s r <br />N <br />>M <br />2 <br />N <br />m <br />CL <br />0 <br />0 <br />OO <br />T <br />70 <br />C <br />Q <br />n <br />0 <br />O <br />1 <br />r'07 <br />d <br />00 <br />CO <br />" <br />O <br />_O <br />Q <br />4-1 <br />N <br />co <br />Ln <br />00 j <br />Li') <br />(0 00 <br />Z <br />m <br />Z <br />E <br />N <br />a) <br />m <br />a <br />E <br />U -j <br />¢ p <br />JOB <br />NO: 22-09470-09467 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />12 <br />T— <br />