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.Rr �r7(e �I IH I rqI 1 [ �I I�llll �[ 1 I 1 ji ju jI j11 <br />0 <br />cn <br />J� <br />gp <br />J <br />t2 <br />�N <br />N <br />a <br />cn <br />00 <br />�Q <br />O <br />J <br />M <br />O <br />C <br />C <br />a <br />N <br />e <br />EE <br />Xo <br />C <br />SI <br />•a(i <br />o <br />a <br />0 <br />LZ <br />N <br />O <br />00 <br />0 <br />a <br />cC) <br />eq <br />eq <br />Go <br />S <br />CJ1 <br />CJ3 <br />CJ5 <br />CJ5 <br />CJ3 <br />CJ1 <br />(2) <br />X <br />of LO <br />TYP. <br />G <br />(2) <br />X <br />H ENGINEERED <br />FPER ASCE COMPONENTS <br />CLADDING W NDPRESSURES AND SUUCTIIONS FORM AN ROOFHEIGHT 15 5 ftND <br />RS <br />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />!XPOSURE CATEGORY C <br />WIND PRESSURE AND SUCTION (PSF) <br />EFFECTIVE <br />HIP ROOF >20 TO 45 DEG. <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[12:12] <br />a=4ft <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />. <br />10 <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />-78 58 <br />--- c-------- 'r--- <br />GABLE <br />-38 22 <br />-38 22 <br />-60 99 <br />-60 99 <br />-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 />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 (2446) or 1V32' EXP. 1 R16) <br />TILE: 1V32" EXP. 1 (3�116) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS �W <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/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 a=oft <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 />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] <br />W/ BLOCKING PER NAILING SCHEDULE. <br />. ..... <br />..... ..... <br />N <br />�¢i <br />.... <br />¢ <br />: <br />.... <br />; .. <br />:: <br />..... <br />a <br />..... <br />::: <br />..... <br />; ¢ <br />..... <br />::: <br />..... <br />,• a <br />..... <br />..... <br />..... <br />... <br />..... <br />..... <br />..: <br />..... <br />..... <br />............ <br />.:: <br />..... <br />a <br />... <br />..... <br />a <br />..... <br />..... <br />a <br />.... <br />.. <br />ri <br />..... <br />..... <br />..... <br />cV <br />coE8 <br />.77 <br />..... ....... . <br />0 <br />m <br />. <br />S5 <br />I <br />I <br />CJ5 <br />CJ3 <br />Cil <br />.. <br />.. <br />... <br />..... <br />a <br />l9 <br />..... <br />. ... <br />. <br />I <br />w <br />' <br />JIG <br />I <br />W <br />I <br />In <br />r U U U <br />(2) <br />X <br />Uj <br />U U <br />(2) <br />X <br />U ✓, <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />p <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 1 <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" 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 />- <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. 126) 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" 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" 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 />-- <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" 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 -10d 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 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! 2) 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) 16D 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 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 535 10 -10d SPT22 735 8 -10d <br />1I SP2 1010 605 12 -10d SPT24 1090 12 -10d <br />7 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 />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 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 />a(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 />X CONT LEDGER <br />11 <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />00 <br />fV <br />E-- <br />U <br />C3 <br />c <br />O <br />a� -o <br />} W <br />O <br />�..CM <br />CM <br />f`7 <br />amX <br />+. cL,-a <br />cc o <br />N d a f0 <br />O1 E ' c <br />w o a <br />Cc <br />i+o y aj sa <br />a U d <br />co y <br />Ln o <br />� E <br />O <br />CY CJ <br />��'� <br />�i <br />r�� ter• <br />-z <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 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 />to <br />E <br />6 <br />O <br />N <br />C <br />—4) ao <br />C9 r` <br />M <br />D <br />M LL <br />Q <br />0 <br />02- <br />'T <br />J L-j LL a <br />wa <br />C)Ifa'N <br />0 <br />o <br />(0 cp ' m <br />Z <br />ILW <br />00 0 <br />LO N Cl) Z d jJ <br />In <br />.1 <br />N r <br />OU <br />W <br />�El <br />0 <br />z <br />z o <br />J — <br />ti N <br />Q,J <br />r� <br />z <br />� <br />U' <br />T11 <br />Cn LL <br />U <br />� <br />O <br />N <br />,,, <br />�� <br />C <br />3 <br />w <br />8 <br />_ <br />U <br />• <br />C <br />Q <br />O <br />Cl) <br />M <br />z <br />o <br />w <br />Z <br />4 <br />s <br />J <br />WO <br />oLL <br />>N <br />Z <br />a <br />z® <br />N 0 <br />r0 <br />I— <br />a E <br />x <br />o u <br />z <br />N <br />to <br />ao <br />irk <br />0� <br />o <br />z <br />(3) <br />Cn J <br />�� <br />sZ <br />w <br />o <br />W <br />a��W <br />>' <br />ao <br />�k <br />"LL <br />o <br />Q <br />< <br />�'o <br />a <br />to <br />0, <br />O <br />= <br />>� <br />'^ <br />L ! <br />LO <br />rn <br />m <br />F— <br />00 <br />�.• <br />CU O <br />O <br />OT <br />Y <br />r <br />co <br />m <br />+-j <br />C <br />LO <br />O <br />N <br />I <br />N <br />CT)L <br />0o <br />o <br />M <br />Q <br />LO <br />EM <br />ca <br />7 00 <br />ooT <br />0 <br />Z <br />E (=)U) <br />N <br />c <br />a <br />E <br />U <br />w <br />cc <br />Q ❑ 1-1 <br />0 <br />JOB <br />NO: <br />22-09413 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.1 <br />