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rn <br />3 <br />3 <br />I <br />N <br />Cp <br />I <br />N <br />M <br />I — <br />ID <br />0 <br />V <br />N <br />J� <br />cD <br />0 <br />cV <br />I <br />0 <br />0 <br />J <br />r'7 <br />LO <br />LO <br />I <br />rn <br />N <br />LO <br />O <br />I <br />M <br />N <br />I <br />Cp <br />N <br />CD <br />I <br />N <br />LO <br />d <br />0 <br />r1� <br />19 <br />0 <br />c� <br />0 <br />CV <br />LO <br />o_ <br />N <br />J <br />st <br />0 <br />I <br />O4 <br />N <br />LO <br />LO <br />I <br />rM <br />N <br />0 <br />C <br />3 <br />M <br />O <br />a <br />1.2 <br />N <br />E <br />0 <br />x <br />`v <br />c <br />c <br />J <br />/ <br />a <br />c <br />0 <br />v <br />a� <br />tZ <br />M <br />N <br />O <br />N <br />M <br />0 <br />0 <br />a <br />rM <br />N <br />O <br />5 <br />0 <br />Y <br />0 <br />t� <br />-o <br />v <br />N <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN — <br />STANDARD (STD) & LAKE THOMAS (LT <br />SCALE: Y4"=V-0" <br />CCA 09/24/2020 <br />UPLIFT CONNECTION CROSS—REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />Q <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />A <br />META12 <br />1420 (1) PLY <br />1450 (2) PLY <br />7 -10d x 1 1/2" <br />6.16d x 31/2" <br />HTA20 <br />1870 <br />1730 <br />9 - 10d x 1 112" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PL <br />10 -10d x 1 1/2" <br />14-16d x 31/2" <br />(2)HTA20 <br />2430 <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 />1730 <br />9 -10d x 1 112" <br />C <br />H2.5A <br />700 <br />615 <br />10 - 8d x 2 1/2" <br />RT7A <br />630 <br />510 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />365 <br />8 - 8d x 2 1/2" <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />8 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1495 <br />9 - 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 />_WTUMV-7 <br />RT16A <br />1025 <br />1 900 <br />9 - 1Old x 1 1/2"& 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />SDS WOOD SCREVVS AND <br />2 1/2" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />1 W S3 WOOD SCREWS-r- <br />4 3/4" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 10d x2-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" ANCH,/ (2) 5/8" STUD BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />5/8" ANCH./ (2) 5/8" STUD BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16)114"xY SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10)1/4"x2.1/2" SDS <br />WOOD SCREWS & (1) 5/8" ATR--- <br />--- <br />--- <br />M <br />VGT - F <br />4940 <br />3555 <br />N <br />LUS26 <br />1165/1150 ** <br />865/785 *' <br />8 -10d x 3" <br />JUS26 <br />1050/1080'* <br />840/950** <br />(8) - 10d x 3" <br />P <br />HUS26 <br />1320/3280 ** <br />1150/2780 ** <br />20 -16d x 3 1/2" <br />HUS26 <br />2045/3400 <br />1640/2990** <br />20 16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095'" <br />1480/3520 *' <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 />850 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1 965 <br />1 810 <br />14-1 Od x 1-1/2" <br />S <br />VGT - M* <br />1 4940 <br />1 3555 <br />�16)1/4'X3' SDS WOOD SCREWS &I <br />1) 5/8" ATR EPDXIED W/ SIMPSON <br />T 1 (2) LGT3 16570-M 6960-Fl4730-M 5010-F1 & J8) 3/8"x5" TITEN HD J2 PLY) or I <br />U <br />MU -M" <br />3965 1 <br />3330 <br />(«huax.5wi(1)0/5"AIHW/u- <br />MUGT15 <br />4240 <br />3730 <br />(a)lUOxs,(1)D/tS..AIHW/1Z" <br />W <br />MGT -F^ <br />EMBED W/ SIMPSON "SET" EPDXY <br />EMBED w/ USP CIA-7000C EPDXY <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />532110d x 3-1/4" SINKERS & (14) TITEN TURBO <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />32)1 x &(10) I x WAL <br />12 PPLY) or (60)10d x 3.1/4" SINKERS @ FRAME <br />SCREW -BOLT or 64)10d x 3"@ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />16 -10d x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1 Od x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 - 10d x 3" <br />SPT22 <br />735 <br />8 - 10d x 3" <br />SP2 <br />1010 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />HCP2 <br />590 <br />510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />595 <br />(20)1Od x 1-112" <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 03-14-22 <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 />(B) <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 (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT <br />SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE <br />TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT <br />TO BE FASTENED wl (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD <br />OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED <br />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 LUMBER <br />(LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING <br />TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. I Il 0 <br />SPLICING N0 <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-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 />At <br />I OR 2 PLY <br />.ARRIER <br />FX CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSH ENGINEERED CLADD NG W ND PR SSURES AND SUUCTIIONS FOR MEAN ROOF OHEIGHT <_T 5 ftND <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />ISO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 <br />HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE -38.22 -38.22 -60.99 -60.99 -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: 0 <br />SHINGLE: %e' EXP. 1 (24/6) or t$/32" EXP. 1 (3�116) <br />TILE: t%32" EXP. 1 (31/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W/ BLOCKING PER NAILING SCHEDULE. <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />N, �. <br />c <br />Cn <br />0 <br />0 '+ <br />0 <br />a ur <br />o t <br />J <br />L U <br />c co m ne <br />c "- <br />N (O O + <br />y N O �O <br />4 d N y C <br />a� <br />W ,. c <br />o Q <br />oc '3 ry <br />y CC •= � <br />a.o <br />A � <br />c. w <br />A <br />� S <br />v <br />FL01? <br />�1'r'Ofllr'!Ilvlv1'ti'1' <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />a <br />E S <br />$ N <br />Co N <br />u <br />o=ova <br />J <br />,�5 0 1 M , U.di <br />Vi <br />Cl) N p- LL w W <br />7 7 <br />a <br />.6 u. LL <br />LL 7 <br />= <br />13 <br />ro C O OS <br />O <br />�* <br />W <br />�'dcczp m 0 <br />�o,rn ¢ z <br />Z <br />2 MZ _j H X <br />Z <br />N OU ❑❑❑ <br />W <br />z i3 M <br />z <br />z <br />N <br />- N <br />M <br />z <br />, <br />LL <br />T <br />C/� <br />LU <br />Ow <br />® <br />E <br />g <br />I <br />_ <br />C) <br />a <br />0 <br />esN <br />o <br />Jz <br />z <br />LL_� <br />=o>� <br />SU <br />,. <br />�� <br />O <br /><0 <br />z <br />uo <br />� <br />a4 <br />ao <br />�� <br />Z <br />°damp <br />w� <br />i <br />1< <br />Z <br />mg <br />10 <br />Q z <br />�� <br />go <br />W <br />T <br />m <br />� <br />N <br />7L <br />N <br />d <br />3 <br />o <br />�2 <br />c 0 <br />0 <br />>00 <br />U <br />0 <br />,MgtL <br />C14 <br />a) <br />L <br />C:)U5 <br />M <br />C T <br />i7 <br />N <br />/�� �y <br />T <br />00 <br />U <br />C <br />U <br />O <br />•— <br />m <br />04 <br />N <br />F-- <br />0 <br />U-) <br />+_ <br />r co <br />LO <br />(V 04 <br />M O <br />O <br />Cn <br />c6 <br />Q O <br />M 04 <br />Ir— <br />U,) <br />ai <br />M <br />I <br />; T <br />c'M <br />in <br />d <br />? <br />Z <br />E CD <br />m <br />m <br />a <br />0 <br />v <br />¢ o <br />3 <br />JOB <br />NO: 23-05729-05734 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9.1 <br />