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TYP. @ <br />CORNERS <br />1 <br />D2 <br />J <br />S6 <br />TYP. <br />U.NO. <br />(2) <br />A <br />1 <br />S5 <br />SIM. @ <br />CONNECTIONS <br />TYP. @ <br />LOW R( <br />tic's <br />Q_ <br />CJ2G <br />CJ4G <br />00 <br />,-J <br />U- <br />0 <br />U \ U <br />CAG <br />hi FAA <br />■ <br />CJ2G <br />■ <br />n <br />1�1 I•I • (' � I � � <br />Mimi I �� <br />�I �7♦ II <br />�1 1 :G' <br />— w 1�� <br />■ ■ <br />OF WALL TO FLOOR <br />TRUSS-ABOV�016"Q,C­ <br />TYP. <br />P4 aq, © ' <br />� �C �r <br />O <br />it <br />- <br />1 <br />i <br />p <br />TYP. A <br />U.N.O. <br />TYP. @ A <br />SINGLE S3 <br />STORY <br />00 <br />J <br />U- <br />ALLOWABLE <br />RSH ENC ADDING W NDFPRESSURES AND SUUCTIONPER ASCE 7-16 ROOFIS GN FOR MEAN ROOFOMPONENTS HEIGHTS 5 ft D <br />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />D(POSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SO FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP 35.94 -49.57 -49.57 -49,57 <br />10 <br />GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 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 <br />SHINGLE: 3/16" EXP. 1 e%6) or'%2' EXP. 1 (3�'16) <br />r <br />TILE: 1%2" EXP. 1 (3y6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" 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 />2x STUDS @ 16" O.C. <br />w/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END ( BETWEEN TRUSSES <br />(2) 12d NAILS TO EACH VERTICAL <br />LOW ROOF/WALL STUD) <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />NAILS @ 16' O.C. ALONG W/ <br />SIMPSON MTS12 w/ (14) 10d x <br />s=== 1 1/2" NAILS TO BLOCKING <br />O.C. BELOW @ 16" <br />X- <br />LOW ROOF TRUSS W/— <br />RAISED BOTTOM CHORD <br />EXTENSION SEE TRUSS <br />S6 MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />U.NO. SECTION <br />.N <br />SCALE: 3/4"=1'-0" <br />V <br />@24"O.C. <br />MIN. (2) <br />STRAPS <br />BLOCKING <br />L (2) 2A BLOCKING UNDER <br />2nd FLOOR WALL w/ <br />SIMPSON LUS24-2 w/ (16) <br />16d NAILS AT EACH END <br />BUMP OUT�� <br />PLYWOOD <br />FLOORING <br />FLOOR G.T, <br />SEE PLAN <br />UPLIFT <br />CONNECTION CROSS—REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" <br />A (2) (2)META12 1875 (1)PLY 9 - 10d x 1 1/2" <br />1795(2)PLY <br />B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" <br />C H2.5A 565 535 10 - 8d RT7A 585 1 515 10 - 8d x 1 1/2" <br />D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" <br />E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" <br />F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" <br />G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d <br />H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 -- w/ (12) WS3 WOOD <br />WOOD SCREWS AND (2) SCREWS AND (4) 3/4" x 6" <br />1/2" x 5"TITEN HD ACHOR WEDGE -BOLTS <br />BOLTS <br />J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 <br />K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS <br />L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />— X 21/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M VGT - F 4940 3555 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 LUS26 1165/1060 ** 1005/915 "" 8 -10d x 3" JUS26 1000/1080** -- 8 -10d <br />P HUS26 1320/3235 "* 1335/2820 "* 20 - 16d x 3 1/2" HUS26 2035/3400 -- 20 16d x 3-1/2" <br />Q HUS28 1760/4095 "" 1720/3125 "" 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" <br />R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" <br />S VGT - M 4940 3555 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 ) 16D SINKERSLUGT2 3100-M 4520-F 3100-M 3800-F w/ D SINKERS & <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 />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od x 1 1/2" <br />SPi <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 />1 555 <br />1 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. <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 (""). <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 <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 5-10"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 />a <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PILAN-A <br />SCALE: X"=1'-0" <br />C" <br />CV <br />0 <br />!V <br />� •w <br />Q -o <br />a <br />� s c <br />aN o <br />C C> !V <br />°O K <br />C LL- 0. <br />N -Cy N t <br />!/1 y O <br />m a, <br />� s c <br />a'S L3 <br />a 3 � <br />� • w a <br />W c o <br />a <br />H � <br />c <br />A o <br />Cl- U <br />.�li{11{IEslydp��f9rr, <br />WAI <br />��. E <br />...J <br />i <br />w <br />{-0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and speciflcabons contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and <br />seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />o <br />�00 <br />M C�Mv� <br />Q <br />vw li <br />J <br />LL wa <br />U` i <br />CH <br />13Z <br />a <br />Z_ coc <br />_' <br />W ingQjOf <br />o <br />� Mz <br />m w <br />ZN OU <br />0: <br />� <br />W <br />v <br />❑ <br />Z <br />Z s <br />Q <br />— N <br />f7 <br />C1 <br />vcDo <br />(z w <br />o� <br />t/) <br />c <br />�N 7D U) <br />U) <br />c.a <br />0c <br />o <br />0 <br />LL <br />E <br />di <br />di <br />� <br />s <br />® <br />Z <br />O0. <br />4 E <br />xV <br />V <br />z <br />d Fes- <br />`o <br />O <br />W <br />C� <br />C <br />a <br />mo <br />F <br />z <br />mJ <br />Nm� <br />W <br />�I0 <br />IIIIIIIIII� <br />a <br />Qa <br />;o <br />4kk <br />J <br />"0 <br />'LO <br />O <br />d' <br />4 <br />0 <br />COLO <br />M <br />a <br />a. N g <br />NU) <br />Q <br />o <br />m <br />N <br />+� o <br />O � <br />co (V <br />m <br />0-) <br />T— <br />Q M NCD <br />T <br />c d- <br />Z <br />z <br />E M <br />LL <br />E <br />U S Q p <br />JOB <br />NO: 23-00513 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />