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2x4 STUDS W/ USP <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />16" <br />SEE PLAN FOR <br />DIRECTION <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />I r)no r_IDn9=0 <br />SEE PLAN FOR <br />CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r2 2 <br />SCALE: 3/4" = V-0" <br />CAD <br />P1 <br />pn <br />2 <br />=0 <br />C4 <br />U-) <br />to <br />P <br />W3 <br />Ln <br />Lr) <br />Cr <br />!2 <br />L0 <br />C14 <br />C <br />!;-Rl <br />C-) <br />02 <br />EZ <br />c�. <br />Ci <br />V) <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT � 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) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(So FEET) (-I VALUE DENOTES SUCTION [4:12]-[12:12] <br />a4ft <br />AREA ROOF 1 ze 2n zr 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 49.57 <br />I GABLE -38.22 -38.22 1 -60.99 1 -60.99 60.99 <br />ROO NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTIM 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: ASTIM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: Yjr," EXP. 1 (2 Y16) or 15132" EXP. 1 (33,t16) <br />TILE: ly32"EXP. i 0�/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%"xO.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%j", SHEATHING SHALL BE FASTENED <br />Iln' KIAIIQ <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />RAFTER W1 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 />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 />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(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 />1 1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />F177A <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 HID ACHOR <br />BOLTS <br />RFUS <br />7100 <br />— <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 314" 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) 1 Od 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 />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 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 - 1 Od x 3- <br />JUS26 <br />1000/1080** <br />8 - 1 Od <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 />176014095 <br />172013125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d - 1 6d 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 wl <br />SIMPSON SET wl 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 5" 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 w/ 12" <br />EMBED w/ SIMPSON "SET" <br />IEPDXY <br />MUGT1 5 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />I EPDXY <br />I <br />V <br />(2) LGT2 <br />14060-M 3770-FI3500-M <br />3240-Fl <br />W/ (32) 16D SINKERS & <br />ILUGT2 <br />13100-M 4520-FI3100-M <br />3800-Flw/ <br />(32) 16D SINKERS & <br />(14) 1/4"x 2 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) 16C <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 1/2" <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 />1 605 <br />1 12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />1 555 <br />1 12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />570 <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 RECI'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 AREAS & 24" <br />OC FOR CARPET AREAS <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />143-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />W.OTC.C.nu . To"00—C.,^ �U A ­00 ­n �U^­ M­­­ I <br />k I % I W ��� Illu <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) 20 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 STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOFFRAMING 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 />OR 2 PLY <br />ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR/ROOF FRAMING PLAN - ELEV-Al <br />SCALE: Y4"=1 '-0" <br />C�, <br />C"i <br />Cl- <br />CC C14 <br />LL. <br />Cn CN <br />CA 4, <br />31: <br />E3- CU <br />W <br />va <br />CD <br />C= <br />E <br />-F <br />0. 4t <br />4 <br />L <br />F-4 <br />.0 <br />z-, S 1, 0 <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 Florida Building Code - <br />Residential <br />7th Edition. Englneees signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />AIIIIIIIIIIIIIIIIIIIII111 <br />(A <br />W <br />E <br />Lo0 <br />r2 t- V <br />C14 0 <br />C-01 L-L <br />LL <br />LL. (L <br />z <br />0 '0 <br />W <br />6 <br />eq :! <br />M <br />L <br />N < <br />tio <br />W <br />V) <br />U- - <br />LU "S <br />0 Uj <br />V) <br />V) <br />C� <br />U L <br />-0 <br />< co <br />E <br />0 <br />E <br />ow <br />E <br />0 <br />OZ <br />U1 <br />0 <br />z <br />z <br />W <br />A_ <br />M <br />'0 <br />min <br />L0 <br />L0 <br />F— <br />L_ <br />M <br />co CY) <br />:3 <br />CN <br />CY) <br />C) <br />0 <br />U) .2 <br />M <br />GO <br />L0 <br />< <br />0 CY) <br />0) <br />M 04 <br />M LL <br />0 <br />0) <br />04 <br />M <br />M CY) <br />(0 <br />LO <br />CY) <br />< <br />S <br />ce) <br />0 <br />z <br />C <br />E CN e <br />E <br />2 <br />0 <br />L) <br />r_ <br />JOB <br />NO: 23-00518 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />