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2 M <br />M TIA-1. L_` <br />r <br />r <br />2x BLOCKING <br />2x BLOCKING <br />Sim. @ <br />CONNECTIONS <br />TYP. @ <br />CORNERS <br />Sim. @ <br />CONNECTIONS <br />RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft <br />VIND SPEED (ULTIM TE 114NMPH <br />'A ' <br />VIND SPEED (ALLOWABLE) 08 4 MPH <br />"XPOSURE CATEG <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] <br />AREA ROOF 1 2e 2n zr 3e .5r <br />HIP -35.94 -49.57 -49.57 49.57 <br />10 1 <br />_-77 <br />r7��7 3822 38.22 -60.99 -60.99 -60.99 1 78.58 1 <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" O.0 IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: Y16" EXP. 1 1?�1'6) or IY32" EXP. 1 C�116) <br />TILE: lY32" EXP. 1 (33/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8"x0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED <br />AA11'rLJ AQrhA Clgr-7 DC0(2 M ln,4 01/11 0 1111 KIA11 C nD ACTKA CIRA7 DQDQ ()A I" IM11 KJAII Q <br />- k x . I - k 1 <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 />LOW ROOFIWALL­---� <br />TACHED <br />SHEATHING AT <br />PER NAILING SCHEDULE <br />LOW ROOF TRUSS W/— <br />RAISED BOTTOM CHORD <br />EXTENSION SEE TRUSS <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />SECTION <br />SCALE: 3/4"=11'-O" <br />2x STUDS @ 16" O.C. <br />w/ SIMPSON SP1 w/ (110) 1 Od <br />NAILS AT BASE & SIMPSON <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 />STUD) <br />2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON MTS1 2 w/ (14) 1 Od x <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />(2) 2x6 BLOCKING UNDER <br />2nd FLOOR WALL w/ <br />SIMPSON LUS24-2 w/ (16) <br />16d NAILS AT EACH END <br />BUMP OUT� 39 <br />PLYWOOD <br />FLOORING <br />FLOOR G.T. <br />SEE PLAN <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 - 1 Od 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 - 1 Od x 1 1/2" <br />6 <br />HETA16 <br />1810 <br />9 - 1 Od 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 - 1 Od 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 - 1 Cd 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/ (18) 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 />--- <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 wl (10) 1/4" <br />X 2 112" SIDS WOOD <br />SCREWS & (1) 5/8" ATIR <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" SIDS 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 />--- <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 - 1 Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Old x 1-112" <br />S <br />VGT-M <br />4940 <br />3555 <br />wl (116) 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 501 0-F <br />w/ (24) 1/4" x 3" SIDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HID (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 />EPDXY <br />MUGT1 5 <br />4175 <br />22 -1 Od 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 />31 00-M 4520-F <br />31 00-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKERS FOR FRAME <br />"X" HTS 20 1 1310 1245 24-1 Od x 1 112" HTW20 1530 1285 24-1 Od x 1 1/2" <br />spi 555 535 10- 10d SPT22 735 8 - 1 Od <br />SP2 1010 605 12 - 10d SPT24 1090 12- 10d <br />HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Old 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 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 />(6) <br />(A) <br />I OR 2 PLY <br />'ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />All — — 11 — I <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 (-). (B <br />INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN <br />(B <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 R2PLYCARRIER—J —(A) <br />INTERSECTIONS SPLICING q'�l 102 x CONT LEDGER <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 />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />C= <br />C%A <br />LLJ <br />C3 <br />LL- <br />C= <br />-Cc C14 <br />U 03 <br />E <br />U <br />C. <br />p W <br />o N <br />F <br />'60 <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 7th Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0) <br />W <br />'It E <br />0 0 <br />C', (.5 <br />U <br />0 00 C14 <br />00 <br />N b <br />M LL Lu <br />-0 <br />z <br />co C, <br />0 <br />cc <br />W 0 0 <br />W U) 2 " . <br />z cc) �� 0 . <br />U5 C, z < <br />N <br />< x 0 <br />us b 0 < <br />z L) U) <br />W <br />0 <br />(D C) <br />< <br />U) Lon <br />0 <br />4-1 <br />(Dru LU <br />U <br />0 0 <br />V) N <br />E <br />Lu 4, <br />0 <br />C2 <br />M <br />44 t <br />C.0 <br />co <br />CIO <br />U5 <br />C:, <br />LL. <br />0 < <br />E <br />0 Z, <br />E U <br />tt <br />2 00 <br />F_ 0 <br />'0 <br />0. <br />E 0, <br />�0 <br />C,4 (a <br />0 <br />It <br />0 <br />0, <br />Z <br />U) <br />z CZ 0 <br />c') <br />0 <br />< 0 <br />W <br />-0 <br />S <br />< col§ I <br />.0 C:) <br />LO <br />—0 <br />co <br />C:) 3: r__ <br />= C) <br />CU <br />U) 0 <br />+_j <br />00 0 C;) <br />cc C) <br />(D 04 <br />04 ci LO <br />r- 04 <br />< <br />00 04 <br />E 0 <br />M �i <br />z E T— U) <br />E <br />0 <br />CU 0 <br />_j < 0 1 _j <br />JOB NO: 22-09404 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN —A <br />SCALE: Y4"=1'-0" <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:121-[12:12] <br />