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TYP. @ A <br />LOW ROOF <br />0 CD <br />y`�S U U <br />TYP. @ _ �J4� _ <br />CORNERS — — - <br />1 CJ2G I I CJ2G <br />D2 i i 2 <br />CJ4G CJ4G D2 <br />2A177 <br />— I <br />GL1 <br />J <br />II <br />LL <br />717 <br />II <br />. — <br />II <br />H— <br />II <br />II <br />S6 <br />TYP. <br />I I <br />U.NO. <br />— <br />I- <br />I�j 1�1 1�1 11 1�1 � 1�1 1�1 • <br />1 ©W/ USP <br />I-STAlMSTRAPS <br />11 <br />(CENTE_ <br />OF TO • • <br />' TRUSS ABOVE I • O.C. <br />JI <br />1 P <br />•0 1 <br />1 �" 1 <br />.�� Sri ��' � �i•. �.1 <br />1 <br />1 <br />R_!M <br />Loll <br />• • <br />TYP. <br />U.N.O. A <br />TYP. @ A <br />SINGLE S3 <br />STORY <br />00 <br />J <br />U— <br />RSH <br />ENF <br />CLADDING WIND AND SUCTIONS FORM AN ROOFOHEIGHT <T 5 ftND <br />WIND SPEED (ULTIMATE) <br />140.0 MPH <br />WIND SPEED (ALLOWABLE) <br />108.4 MPH <br />EXPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP <br />ROOF >20 TO 45 DEG. <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />[4:12]-[12:12] <br />(SQ FEET) <br />() VALUE DENOTES SUCTION <br />a=oft <br />a <br />OV <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />10 <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />-78.58 <br />- -�/� <br />1 <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 />TYO( <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 />Q Q <br />SHINGLE: %s" EXP. 1 (2%g) or 1%2" EXP. 1 (3V1s) <br />TILE: 15/32" EXP. 1 (33116) <br />r <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/g' 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 (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />a=oft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE <br />ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[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 <br />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 <br />STUD) <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON MTS12 w/ (14) 10d x <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />LOW ROOF TRUSS W/— <br />J RAISED BOTTOM CHORD <br />EXTENSION SEE TRUSS <br />S6 MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />TYP. U.NO. SECTION SCALE: 3/4"=V-0" <br />@ 24" O.C. <br />MIN. (2) <br />STRAPS <br />BLOCKING <br />PLYWOOD <br />FLOORING <br />L (2) 2x6 BLOCKING UNDER`— FLOOR G.T <br />2nd FLOOR WALL w/ SEE PLAN <br />SIMPSON LUS24-2 w/ (16) <br />16d NAILS AT EACH END <br />BUMP OUT 39 <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 />- - <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 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 />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 31/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1Cd x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1Cd 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" SIDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HD (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />-- <br />----- <br />- <br />U <br />MG_T <br />3965 <br />3.330 <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 />_ <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 2 114" 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 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 />1 590 <br />555 <br />12-10dx 1 1/2" <br />HHCP2 <br />680 1 <br />570 <br />1 (20)1Qd 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 <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 T-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 />;ARRI�R <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV - B <br />SCALE: X"=1'-0" <br />,d <br />® <br />> W <br />= IZ a <br />r� <br />CACA C14 <br />Ln d ® � <br />as C-4 , <br />C <br />ar <br />LB �' w C" <br />=. <br />'a <br />R <br />M <br />0 <br />CV <br />0 <br />0 <br />0. <br />' Carl <br />. ' 17 <br />_ <br />Ma <br />'y�'ri`��� <br />N * � Y..i +NYC➢ n a� <br />e . at'�'' �±y�`"f <br />1 <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 />Residential 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 />WAmok <br />Q <br />�E <br />00 N <br />V <br />0 <br />_N <br />N 62 <br />:9 C.00 at L <br />0 <br />rn ti "I ° u, <br />N <br />Q <br />6m"v w ° d <br />o LL LL EL[7 <br />Z <br />_ z Z <br />v �' o <br />o <br />9Y °a02, <br />U) <br />W <br />I Jkw <br />coco <br />Z U O <br />aN <br />I=- <br />O U 17117113 <br />Z <br />W <br />v M <br />� N M <br />— � o <br />� N <br />z o � <br />B <br />rZ N <br />n <br />m <br />Ul <br />z a <br />VJ <br />s <br />u- <br />4 <br />(6 <br />cry <br />w <br />O� <br />w g <br />L/ ! <br />Cl N <br />F— 1A <br />v <br />W <br />J E <br />8 <br />t <br />C) O m <br />Lr to N <br />Q N Y <br />O <br />N m <br />.4 <br />co <br />Mw <br />M <br />Q <br />o <br />w <br />Z <br />z <br />a <br />LL- <br />ca E <br />wo <br />� o <br />zo <br />< R <br />p <br />E U <br />? <br />wz <br />z p <br />oa <br />Fcu R <br />C <br />E <br />�� <br />¢ ¢ <br />00 <br />U <br />O <br />0 < <br />O <br />co <br />o <br /><o <br />z <br />wz <br />�w <br />- <br />ro <br /><o <br />U <br />�� <br />m <br />O <br />: C <br />m J <br />m <br />¢ <br />�w <br />zz <br />3 <br />ZO <br />W <br />C17 <br />T <br />o� <br />K 0 <br />az <br />�w <br />_ <br />m <br />Z <br />=F <br />J <br />w¢ <br />i <br />;o <br />o <br />M <br />, <br />V <br />zl< <br />0 <br />3: <br />yO <br />J <br />O <br />m <br />0 <br />:3 N <br />o <br />LO <br />.-` <br />Cr <br />o <br />N <br />�- <br />U) m <br />�' <br />4 -0 <br />O <br />%%..i <br />O <br />LL <br />C) <br />(fl <br />fU <br />CV <br />n <br />00 N <br />T <br />LOLO <br />T <br />N <br />7 <br />It <br />N <br />o <br />Z <br />z <br />E C) <br />a <br />E <br />U <br />¢ p <br />JOB <br />NO: <br />23-03651 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.1 <br />—, —T— I r--- - 19- -- <br />