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SYMETRICAL UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />-- - — - - — - -- --- �. --- — -- ---- -- - - -- t --- - — — ---- -- -t-.. — .. - - -. _. - - ---- <br />I <br />I <br />I I <br />ROOF FRAMING PLAN <br />NOTE: <br />• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />• SEE SHEET 10 FOR BUILDING ROOF LAYOUT <br />I SPECIAL CONNECTIONS I <br />S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dxl 1/2 NAILS <br />F:SIMPSCIN LGT3SDS2.5 W/ (12) SIDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6xl'-0" <br />S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD <br />S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS <br />S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. <br />Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS <br />A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 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 1 112" <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 10dx1-1/2" <br />HTT5 <br />5795 <br />_ <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) 114" 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 />- <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 />_ <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 />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 />_ <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 (2) LGT3 6570-M 6960-F 4730-M 5010-F 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 MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" _ EMBED w/ USP CIA-7000C <br />EPDXY EPDXY <br />V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 3100-_M 4520-F 3100-M 3800-F w/ <br />(14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- <br />(2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME SINKERS FOR FRAME <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 1 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />_ <br />SP2 <br />1010 <br />605 1 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />590 <br />555 1 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />1 570 <br />20 10d x 1-112" <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. <br />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 I-). <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 />OR 2 PLY <br />;ARRIER <br />x CONTLEDG� ER <br />a <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <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 />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE a=oft <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <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 -60.99 -78.58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r <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 r <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: (D t'J <br />SHINGLE: Y16" EXP. 1 (24/16) or 1V32' EXP. 1 (3�6) <br />r <br />TILE: 1%32" EXP. 1 (3�6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/a" x 0.113") NAILS 3r 3r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y/32", 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 a=oft <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 />C <br />co <br />W <br />Cn <br />iZ <br />�- <br />L <br />U. <br />�J LU <br />,",�1;1111111Il1t1/lllll <br />Cj <br />Cj <br />z <br />FL0 <br />P� <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 <br />Florida Building Code - <br />Residentlal <br />7th Edition. Engineer's <br />signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />a <br />'q E <br />IN <br />N <br />a; w �_ <br />0 <br />10 <br />10 <br />a <br />N O 76 u <br />CV <br />_j LL W <br />LL. ILLSSS a <br />° Cn <br />Z <br />(a°' <br />a 3 <br />�4� 0W (1) o, m <br />IL Z <br />00 <br />U-)N Z ¢ J <br />ZNCl) <br />O U U <br />W <br />❑ ❑ <br />QD <br />iz lq�y <br />Z G <br />Q < <br />N <br />M <br />V) <br />(D <br />Q) <br />+-+ <br />0 <br />U.) <br />g <br />O <br />�N <br />w g <br />W J <br />LLJ <br />.— E <br />' <br />�s <br />_ y <br />C) <br />L A v <br />Q Y <br />O <br />chi <br />M <br />z � <br />w <br />z <br />a <br />J <br />U_ <br />zS <br />ws <br />>N <br />0i <br />Eccs U� <br /><o <br />i® <br />wtt <br />Z <br />H DUI <br />— g <br />X. <br />a <br />oz <br />�z <br />wz <br />4 <br />rn <br />o <br />�cr <br />C v <br />aw <br />sm <br />s <br />sz <br />4 <br />.0 <br />co <br />w <br />•y T <br />> �r <br />C <br />m <br />Cx> <br />Iv- <br />T <br />P <br />11 <br />E <br />O <br />C-4 <br />M_ <br />r <br />OOO <br />m <br />O <br />00 <br />r <br />C r <br />N <br />LO <br />F— <br />=3 C <br />M <br />a-+ Q <br />N <br />CD <br />Q 0 <br />LO <br />0o <br />n <br />a; <br />E <br />E <br />o <br />z <br />Z <br />7 <br />E Q <br />N <br />m <br />N <br />a <br />E <br />U 0 <br />Q p <br />c <br />C <br />0 <br />JOB <br />NO: 22-08433-08426 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />12 <br />