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v <br />x <br />J <br />m <br />00 <br />Cm <br />CV <br />I <br />I <br />ID <br />0 <br />0 <br />0 <br />J <br />to <br />N <br />I <br />m <br />GO <br />Naw <br />Ln <br />L0 <br />L <br />7 <br />Cn <br />O <br />Q <br />O <br />J <br />cc <br />_N <br />I <br />v <br />chi <br />0 <br />c <br />49 <br />F-.. <br />Q <br />N <br />v <br />E <br />a� <br />E <br />x <br />v <br />i <br />r7 <br />E2 <br />v <br />CS <br />i <br />U <br />.o <br />a <br />0 <br />0 <br />Li <br />N <br />0 <br />0 <br />0 <br />a <br />N <br />N <br />O <br />N <br />0 <br />Q <br />m <br />v <br />cn <br />STRUCTURAL <br />SHEATHING (SEE TB13 <br />FOR NAILING INFO.) <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x4 CONT. RIBBON W/ c <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END — <br />8d NAILS @ 24" O.C. <br />TO BLOCKING <br />STRUCTURAL <br />SHEATHING <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />dkSEE PLAN <br />`rTRUSS BRIG. <br />CONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />LINTEL <br />SEE PLAN <br />COn CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = 1'-0" <br />ENGINEERED <br />CLADDING WIND PRESSURES AND FORM AN ROOFOHEIGHT <T2 ftND <br />RSH <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 />WINDAREA (+) VALUE DENOTES PRESSURE <br />MID 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 1.GABLE -38.22 -38.22 -60.99 -60.99 -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: %s' EXP. 1 (24/16) or1Y32" EXP. 1 (3�1'6) <br />TILE: 1%32" EXP. 1 02/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3g" x 0.113") NAILS t <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2" 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 <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 />(2) TYP. (2) <br />I Lo A A1-0 <br />(�S!6) <br />TYP @ 2 STORY <br />v <br />FT1GE <br />CJ1 l— <br />... ..... .... <br />. <br />..... <br />.... <br />.. <br />.. .. <br />..... ............... <br />...... <br />. <br />.... <br />... <br />CJ3Al <br />Z:� <br />CJ5]Lju <br />Q <br />Q <br />Q <br />Q <br />¢ <br />Q <br />7 <br />�� W <br />Q- LL LL F- <br />.N� LL <br />L~L <br />r <br />C3 <br />LL <br />FTF1 <br />FTF1 <br />LL <br />LL <br />• • <br />" <br />W <br />CO3 <br />D1 <br />22 <br />D 1v. <br />X (2 <br />LU <br />0 <br />0 <br />P a <br />i LU <br />� <br />1 <br />1 <br />FT8G <br />Pu <br />(2) <br />I <br />1 <br />X <br />1 <br />2 <br />D.2 <br />W <br />00 01 <br />LL V- <br />LL LL <br />W <br />:.. <br />:' <br />' <br />FTF10 <br />(2) <br />X <br />FTF7 <br />• <br />• • <br />J <br />a. <br />FC03 <br />22 <br />04 <br />N <br />LL <br />ILL <br />rn <br />LL <br />I'_ <br />W <br />CJ5 <br />D1 <br />CJ3 <br />: <br />D1 <br />CJ1 <br />Ilk <br />FTME <br />U U U <br />J <br />S6 TYP @ 2 STORY <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <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 - 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 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 />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />5795 <br />5l8" ANCH. /(26) 10d 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 2 112" 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) 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) 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 />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 112" <br />SP1 <br />555 1 <br />535 1 <br />10 - 10d <br />I SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 <br />605 1 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />590 1 <br />555 1 <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 3112 & 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 />+) <br />(B) <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 (6) <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. Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wO <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 64' ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />I OR 2 PLY <br />;ARRIER <br />R 2 PINY CARF�IER� (A) <br />x CO T LERER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />MAIN FRAMING PLAN - ELEV-Bl <br />SCALE: %4"=1l <br />'-o <br />0- <br />op <br />V_ a <br />,es. i cU m <br />3� G G <br />G <br />' y <br />d I <br />d u v <br />E <br />0 <br />-O W/v <br />...°, •� <br />i� <br />'C�[R <br />fj <br />U� <br />rr' '., I� 0 ?_ — <br />+ <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 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seat is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />M <br />W d E <br />0 <br />MAIM Q 8 <br />V 0) ", m c s <br />0 N N N <br />co <br />r, I <br />M O f LL <br />N M <br />Q J LL ti L� a <br />o <br />Z 75 q <br />L2°o <br />W m W <br />z ILW 0 912 <br />N COZ <br />Z OU L) <br />W ❑ ❑ <br />M M <br />N ;z <br />O <br />z � QNQ <br />J O Q <br />M <br />Z <br />EMI <br />� o <br />o <br />�� <br />V <br />O <br />C N <br />�Ln <br />I' v <br />v <br />W J <br />~— — E <br />I <br />! <br />z® <br />U o <br />° <br />C U) <br />o <br />w <br />Mw <br />M <br />¢ <br />o <br />z <br />J <br />LL <br />¢ g <br />o <br />o O <br />EU <br />.1 <br />�� <br />Z® <br />oa <br />Ca I6 <br />x00 <br />0¢ <br />'10XZ <br />o <br />N <br />�o <br />w� <br />- <br />1.r <br />1.01 <br />O <br />z z <br />z <br />J <br />I " <br />aZz <br />¢w <br />g <br />z <br />53 <br />W <br />Q <br />0 <br />a <br />w <br />CD° <br />a= <br />J <br />= -0 <br />6 <br />> <br />ttttJ <br />CO <br />v <br />w� <br />A <br />a <br />°3 <br />c C:)'T <br />�` <br />Lo <br />J <br />LO <br />LO <br />rn <br />Q <br />0 <br />Imo- <br />N <br />� LO <br />L0 <br />Cr r <br />T <br />_ <br />U <br />LO <br />0) <br />M I <br />M LL N <br />M <br />00 <br />CN O <br />L O <br />CNQ <br />LID <br />r- <br />ui <br />E <br />CM N <br />c <br />o <br />Z <br />f0 <br />Z <br />M r <br />E C) m <br />c <br />a <br />c0 ¢ o <br />c <br />JOB <br />NO : 22-12367 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />—TT��-r- IF - - - — - — -- �i- ifTITr .l If <br />