Laserfiche WebLink
rn <br />3 <br />a <br />Cr <br />00 <br />00 <br />N <br />L0 <br />L0 <br />ru <br />0 <br />0 <br />Q <br />rn <br />g <br />J <br />v <br />0 <br />00 <br />00 <br />N <br />t2••) <br />L0 <br />v <br />r� <br />J <br />O <br />I <br />N <br />t1 <br />L0 <br />0 <br />7 <br />CC7 <br />C) <br />.a <br />rn <br />0 <br />3 <br />cD <br />0 <br />CN <br />d <br />E <br />CID <br />O <br />x <br />a <br />O <br />c <br />J <br />N <br />LZ <br />cl- <br />U <br />_o <br />V <br />d <br />z <br />N <br />Y <br />O <br />0 <br />LZ <br />CN <br />04 <br />0 <br />a <br />CC) <br />0 <br />N <br />00 <br />0 <br />a <br />M <br />m <br />%9 <br />STRUCTURAL <br />—2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.)— <br />PLYWOOD <br />\\. <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d U <br />NAILS @ EA. TRUSSS----­— <br />/ <br />CANTILEVER <br />F FLOOR TRUSS <br />2x4 CONT. RIBBON W/ ; <br />(4) <br />16d NAILS @ EA. TRUSS ' <br />2x BLOCKING W/(2) -12d , <br />NAILS @ EA. END -- <br />— <br />— — SEE PLAN <br />TRUSS BRG. <br />CONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING -- <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />(FC03 CANT. <br />FLOOR TRUSS <br />CONN. <br />SCALE: 314" = V-0•' <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />JIND SPEED (ULTIMATE) 140.0 MPH <br />JIND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] <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 -38.22 -60.99 -60.99 1 -60.99 -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: %6" EXP. 1 (2Y16) or 15/2' EXP. 1 (33/16) <br />TILE: LY32" EXP. 1 03 1'6) <br />NOTE: <br />1. PL R CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 1AA (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS 04 (3" x .120") 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 />@ 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 />TJ TYP @ 2 STORY <br />S6 <br />FTlr,F <br />F- <br />(2 <br />FTF1 <br />---- <br />El <br />----- <br />-- <br />FTF1ILL. <br />... <br />..... <br />.......... <br />L A <br />u <br />.. <br />t• <br />0) <br />L~L <br />N <br />F- <br />F7 <br />J <br />S6 TYP @ 2 STORY <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />O <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <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 <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />_ <br />9 10d x 1 1/2" <br />- <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 112" <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 1 112" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2"& 8-10d <br />H <br />FGTR <br />47.25 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />WOOD SCREWS AND (2) <br />112" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />710.0 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />— <br />- <br />_ <br />- <br />- <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) 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 />X 2 112" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />- <br />_ <br />-- <br />- <br />- <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 2 112" SDS WOOD SCREWS & (15/8" ATR <br />- <br />- - <br />- <br />- <br />- <br />- <br />- <br />- <br />- <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 />- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 10d x 1 112" <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 />D <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />- <br />- <br />- <br />- <br />- <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 />- <br />- <br />- <br />- <br />- <br />- <br />U <br />MGT <br />3965 <br />_ 3330 <br />22 -10d x 1 5/8" ATR w/ 12" <br />O <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED wl USP CIA-7000C <br />EPDXY <br />- <br />_ _ <br />[EV[(2) <br />LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ (3 ) 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" <br />HITS 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 />HCP2 <br />590 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />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 LW 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 #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 />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 />u <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />MAIN FRAMING PLAN — ELEV—Al <br />N <br />r <br />C-1 <br />CV <br />c� J=a <br />CCv^-) <br />o s._ <br />r� s' <br />c <br />� G <br />- <br />3 p y u. <br />ry <br />,r <br />•� ra lV U N <br />7 N SZ 1 <br />• <br />c <br />as v <br />0 <br />�4 <br />0 <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 />Residentiel <br />71h Edition, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and sealot <br />r <br />ao <br />Q <br />o co <br />0 N <br />r <br />N <br />rOnr� <br />N <br />0 <br />2 u- W <br />��`'. t�•4 <br />(� <br />J W <br />i+ <br />.I`\ <br />z• 1 <br />Z13 <br />—gym d Y <br />f0 C S[) <br />t co S <br />ix <br />co N <br />0 <br />W <br />IL 2 <br />m W <br />O J <br />-L0M Z Q F <br />4µ <br />N <br />O U o <br />- Z <br />"AR11, - .. W <br />❑❑ <br />CD <br />N(ryBQM� <br />IZ- <br />Q o <br />n <br />� <br />n <br />r� <br />o o <br />zC3 <br />�N <br />1 ' <br />T <br />to a <br />U <br />O <br />w g <br />N <br />L v <br />Uq <br />U c <br />U o <br />QL <br />oc <br />z � � <br />sm <br />I` <br />C:,J <br />Co <br />W <br />Cn <br />co� <br />J <br />� <br />o <br />IL <br />E <br />v <br />Y N <br />_® <br />E o <br />w= <br />o" <br />Ca <br />0 <br />ao E <br />- <br />U <br />xCL a� <br />ti <br />U <br />Z <br />N It <br />a <br />F <br />�y <br />- <br />rp <br />cj c <br />�� <br />Y< <br />� <br />oLL <br />zC/) <br />� <br />J <br />% <br />� <br />U <br />z <br />a U <br />a� <br />wo <br />�w <br />W <br />Us <br />J� <br />o <br />w <br />�a <br />o <br />IW <br />a F <br />C:) <br />J <br />L) <br />> LO <br />(A) <br />LO <br />`n <br />N <br />�1 <br />a <br />��- <br />(o <br />0 <br />S <br />L <br />O <br />co <br />O <br />J <br />r <br />Crcc <br />r <br />m <br />m <br />LO <br />T <br />_ <br />7 <br />T <br />rn l <br />-0 <br />(� cal <br />� <br />00 <br />00 <br />L0 <br />00 <br />CN <br />Q <br />N <br />� rn <br />T <br />4' <br />M 04 <br />m <br />Li 00 <br />z <br />Z <br />E Q <br />rn <br />m <br />c <br />a <br />E <br />U <br />ai <br />Q p <br />c <br />JOB <br />NO: <br />22-09414 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.0 <br />