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TYP. @ <br />CORNERS <br />SIM. @ <br />CONNECTIONS <br />SIM. @ <br />CONNECTIONS <br />GINEERED <br />RSH ENCLADD CLADDING WIND ROOF <br />PR SSURESANDROOF <br />SUUCTIIONDESIGN <br />S FOR O AN ROOFCOMPONENTS 2 ftAND <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 <br />(SQ FEET) (-) VALUE DENOTES SUCTION <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 1 -78.58 <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 />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 />SHINGLE:'/6" EXP. 1 (24/6) or 1V32' EXP. 1 0�116) <br />TILE: 1%2' EXP. 1 (3�'16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t5/32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft <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 />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />2x BLOCKING <br />@ 24" O.C. <br />MIN. (2) <br />STRAPS <br />2x BLOCKING <br />LOW ROOF/WALL� <br />SHEATHING ATTACHED <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"= V-0" <br />2x STUDS @ 16" O.C. <br />w/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />SP2 w/ (12) 10d NAILS AT TOP <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. <br />Q <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />A <br />META12 <br />1420 <br />9 - 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 />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />G <br />H 10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SIDS <br />2x BLOCKING BETWEEN STUDS R <br />S <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 MTS12 w/ (14) 10d 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 OUTS 39 <br />PLYWOOD <br />FLOORING <br />FLOOR G.T. <br />SEE PLAN <br />HTT5 <br />HD3B <br />VGT R/L <br />VGT -F <br />LUS26 <br />HUS26 <br />HUS28 <br />MTS12 <br />VGT-M <br />LGT3 <br />U I MGT <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />2225 <br />1600 <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 />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) 518" ATR <br />1165/1060 ** <br />1005/915 ** <br />8 - 10d x 3" <br />1320/3235 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />1760/4095 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />990 <br />860 <br />14 - 10d x 1 1/2" <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 />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 />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />HTA20 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2% 8-10d <br />RFUS <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 314" x 6" <br />WEDGE -BOLTS <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />JUS26 <br />1000/1080** <br />--- <br />8 - 10d <br />HUS26 <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d -16d x 3-1/2" <br />MTW12 <br />1195 <br />1 1005 <br />14-10d x 1-1/2" <br />MUGT15 1 4175 <br />22 -10d 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/ 0z) IOu blMtKS & <br />(14) 1/4" x 2 1/4" 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/ Oz) I 61NKtK5 a <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 />24-10d 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 />590 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />1 (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. 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 8E STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />x CONT LEDGER <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />j (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 FRAMING PLAN - ELEV-A <br />SCALE: X"=1'-0" <br />2 <br />� s <br />W <br />0 <br />i..00 <br />14Q� o <br />m <br />a x <br />y c `A_ rL <br />ea o <br />y '® <br />.i <br />o cc <br />a> M Y <br />•aca <br />s <br />CD <br />v <br />.I' <br />s � <br />m s <br />a u <br />M <br />GV <br />0 <br />CV <br />GV <br />0 <br />0 <br />,, <br />N <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 seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />tl E <br />0 <br />Q O <br />0 <br />0 � <br />00 04 <br />.5LO� on <br />VJ U)r,I`a L <br />Qj M CD V # LL <br />Q LL LL W <br />-1 - d <br />Z — o li Y <br />m c ,� u7 <br />o <br />c <br />C, 7 t6 CV (D y <br />W �� Cr w <br />� <br />W_ <br />ILZ 00 N° ¢� <br />�n N <br />O U v 0 <br />Z <br />9 W <br />❑ ❑ <br />M � <br />Z N M <br />O <br />Z <br />Z O Q <br />� QQN <br />Q � <br />C)_ire <br />13 <br />N <br />M <br />� Z a <br />u <br />4-1 � <br />w � <br />,1 <br />0 w o <br />� � w <br />::06 <br />U <br />Ljj <br />r— — E <br />�! <br />{� O <br />O <br />Q w 0 <br />�m <br />On <br />o <br />J <br />z <br />w <br />cn, <br />M <br />zZ <br />5 <br />z <br />a <br />U_ <br />ri Q <br />E V <br />ao <br />�� <br />o� <br />wz <br />>m <br />zo <br />ze <br />oa <br />f4 <br />f r6 <br />CL <br />R -0 <br />0O <br />f <br />oE <br />0 <br />o¢ <br />m � <br />z <br />w o <br />az <br />ffi J <br />f/7 (0 <br />< Z <br />�Sa <br />.0 <br />0, <br />m <br />AS <br />z <br />J <br />¢� <br /><z <br />z � <br />o <br />z <br />(O <br />ao <br />W <br />C. <br />m <br />0 <br />N0 <br />_ <br />w <br />�3 <br />o <br />ch <br />v <br />w� <br />zI< <br />�o <br />a � <br />0 <br />3 <br />LO <br />J <br />d' <br />m <br />ca <br />ca <br />:3 (N o <br />LO <br />^ <br />6' Y o <br />N <br />LO <br />a--+ IL <br />� <br />4—1 <br />O � <br />Y <br />CO <br />C)m <br />cy) <br />m 0 <br />L0 <br />r <br />Q N <br />r <br />ai <br />U') <br />0 <br />Z <br />Co <br />= O N <br />Z <br />E U1 <br />N <br />m <br />C <br />CU <br />Co <br />C <br />0 <br />U _3aQ p 1 <br />3 <br />JOB <br />NO: 23-04907 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />