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STRUCTURAL <br />SHEATHING (SEE C/S6 <br />FOR NAILING INFO.)- <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x4 CONT. RIBBON W/ <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 />OILSEE PLAN <br />'�FTRUSS BRG. <br />CONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />LINTEL <br />SEE PLAN <br />CO3� CANT. FLOOR TRUSS CONN.. <br />I SCALE: 3/4' =11 '-0- <br />RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] <br />AREA ROOF i - -2-e 2n 2r 3 3e 3r a=4111 <br />10 HIP -35.94 -49.57 49.57 49.57 1 <br />-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 F1 667 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"0.0 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: o <br />SHINGLE: 3/16" EXP. 1 (24/16) or 1%2" EXP. 1 0�116) <br />TILE: 1,Y32"EXP. 1 (2/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Yg"x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1-Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2"xO.131") NAILS ORASTM F1667 RSRS-04 (3*x 120"INAILS <br />a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE ROOF > 20 TO 27 DEG. <br />RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />I Q- r% el C1007 A DAVO %AIITU 1) 1 ')A KIA It 0 CA CKJM ArrAllU Mnr%C I' C �U [4:12]-[6:12] <br />%W_ % I " M 1110.3 1 %J rNr%r- 1 F-r%o <br />W/ BLOCKING PER NAILING SCHEDULE. <br />CA 1 <br />CA 1 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 (I)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 - 1 Od x 1 1/2"& 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (118) 1/4" x 3" SIDS <br />WOOD SCREWS AND (2) <br />1/2"x 5"TITEN HID 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 />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 />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 />X21/2"SDSWOOD <br />SCREWS & (1) 5/8- ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 wl (10) 1/4- <br />x 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8. ATR <br />- <br />I <br />N <br />LUS26 <br />1165/1060 <br />1005/915 <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <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 />(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 3-112" <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" SIDS <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 501 0-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 -1 Od x (1) 5/8" ATR wl 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od x (1) 5/8"ATR w/ 127" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />(2) LGT2 <br />4060-M 3770-F!3500-M <br />3240-F <br />w/ (32) 16D SINKERS & ILUGT2 <br />3100-M 4520-F 13100-M <br />3800-F <br />w/ (32) 16D SINKERS & <br />(14)1/4"x2 1/4"TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 161 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 112" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od 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 1 <br />590 1 <br />555 1 <br />12-1 Od x 1 1/2" <br />HHCP2 1 <br />680 1 <br />570 1 <br />(20)1 Od 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 />I <br />OC FOR CARPET AREAS <br />DROP HIP DETAIL <br />2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") <br />'FASTEN EACH (8) 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 WTH <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 FIT. 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 6-0"ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAIL9 <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 />OR 2 PLY <br />ARRIER <br />OV <br />T7t�E=0-1 -----(A)- <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />MAIN FRAMING PLAN <br />SCALE: Y4"=1'-0" <br />L E VVA-, <br />r IN S4� - *'-.0 <br />N 0 7875 0 <br />:A�i <br />TE OF Uj <br />441 <br />0 <br />0 R <br />N <br />T T, <br />o the best of the Engineers knowiedge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seaL <br />0) <br />0 <br />W) <br />r- <br />Co <br />0 <br />04 IN 0) <br />: wa) <br />, �; I I <br />il <br />U) t- r-- w <br />"q C', a, <br />Cl) v - he <br />L:� 1.41 21 <br />z <br />0 <br />Am 4 go <br />i <br />W <br />z 0 <br />z <br />ILW <br />0 <br />z a: iQ 0 <br />z <br />W <br />0 t2 <br />2 <br />C3L- <br />V) <br />o <br />LL <br />0 <br />LLJ <br />v) <br />Ln <br />C_- <br />C) <br />umi <br />E <br />8 <br />. <br />U <br />-4 <br />c:) <br />Cl) <br />E <br />40 <br />E 8 <br />C1 <br />..: <br />so <br />00 <br />z <br />cD E <br />C�' <br />CQ <br />It <br />0% <br />z <br />�zl <br />M <br />C <br />a <br />0 <br />z <br />z <br />z <br />W <br />z <br />'6 <br />lk <br />NJ <br />RN <br />C) <br />0 <br />C) <br />> <br />0 <br />(D <br />> <br />2 <br />d <br />co <br />F_ <br />%ft-10 <br />C <br />a) <br />c <br />0 <br />rl-. <br />E <br />qqr <br />LO <br />M <br />x <br />0) <br />r <br />C14 <br />00 C\1 <br />00 <br />E <br />C,) <br />CN <br />0 <br />z <br />z <br />E <br />42) <br />2 <br />0. <br />JOB <br />NO: <br />21-2023 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.0 <br />