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(M <br />-3:: <br />0 <br />LO <br />CD <br />LO <br />CN <br />C14 <br />cc <br />Ln <br />l__ <br />4:j <br />a <br />-0 <br />C14 <br />__j <br />C14 <br />r— <br />Lr) <br />Ln <br />CD <br />tj <br />0 <br />C-) <br />C14 <br />E <br />cf) <br />a) <br />E <br />0 <br />_j <br />0- <br />__j <br />C14 <br />CD <br />C114 <br />LO <br />r') <br />C14 <br />C) <br />C__4 <br />LO <br />V) <br />(D <br />0-1 <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN — <br />STANDARD (STD) & LAKE THOMAS (LT <br />SCALE: Y4"=V-10" <br />CCA 09/24/2020 <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 (1) PLY <br />1450 (2) PLY <br />7 - 10d x 1 1/2" <br />6- 16d x 3 1/2" <br />HTA20 <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />10 - 10d x 1 112" <br />14- 16d x 3 1/2" <br />(2)HTA20 <br />2430 <br />9 - 10d x 1 1/2" <br />6 <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA1 6 <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <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 />ID <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 - 1 Od 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 Od x 1 1/2" <br />RT1 SA <br />1025 <br />900 <br />9 - 1 Od x 1 112% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />wl (18) 1/4" x 3" SDS WOOD SCREWS AND <br />(2) 1/2" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />(12) WS3 WOOD SCREWS & <br />(4) 314" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />6) 10dxl-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 10d x2-1/2 <br />K <br />HD31B <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 />1 1600 <br />(16) 114"0" SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SDS <br />WOOD SCREWS & (1) 5/8" ATIR <br />--- <br />--- <br />M <br />VGT - F <br />4940 <br />3555 <br />N <br />LUS26 <br />1165/1150 <br />8651785 <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 - 1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />850 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-1 Od x 1-1 /2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />(16) T/T"—x ="D WOOD SCREWS & <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />& (8) 3/8"xY TITEN HID (2 PLY) or <br />I <br />(52) 16d SINKERS (@ FRAME <br />U <br />MG! <br />3965 <br />3330 <br />(22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" EPDXY <br />MUGT15 <br />4240 <br />3730 <br />(28) 1 Od x 3" (1) 5/8" ATR wl 12" <br />EMBED w/ USP CIA-7000C EPDXY <br />W <br />MdT- <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />(32)10d 0-1/4" SINKERS & (14) TITEN TURBO <br />LUGT2 <br />331 O-M 4040-F <br />2920-M 3560-F <br />x 3" & (10) 1/4"xY DEWALT <br />(2 PLY) or(60) 10dx 3-1/4" SINKERS @ FRAME <br />SCREW -BOLT or (64) 10d x 3" @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(1 6)-1 Od x 1 1/2" <br />HTW20 <br />1 1355 <br />1140 <br />24-1 Od x 1 1/2" <br />spi <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 1 <br />590 <br />510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />595 <br />(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 3112 & 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 />DROP HIP DETAIL. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />3ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />�FASTEN EACH (B) 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 w/ (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 wl THE SAME SPECIFIED <br />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 LUMBER <br />(LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING <br />TRUSSES.R1 <br />(B <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 11 OR 2 PLY CARRIER —(A)— <br />SPLICING Iwl 2 x CONT LEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-O" 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 />all <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft <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 />(SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12] <br />1 1 1 1 1 a=4ft <br />mrlc;)�% rluur I 2e en 2r 0 3e 3r <br />10 HIP -35.94 -49.57 1 1 -49.57 1 -49.57 1 t <br />GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 -60.99 <br />ROOF 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: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: 3/16" EXP. 1 (2%,) or 1V32" EXP. 1 (13/16) <br />TILE: 1V32" EXP. 1 (3 �'16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8"x 0.113") NAILS <br />32", SHEATHING SHALL BE FASTENED <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN ly t <br />1A11'rU ACrhA ClMn7 MCI C1 rll� If)A 131/� A 1')111 KIA11 <br />x vv 0 Q-V� kJ X . V ) IMMILO <br />3. GABLES- DROP GABLE END& (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />DAC:Tr:�D XAI/ P1 nrV1K1f' 6;1 lr,�' () t' ir Kin r)0nDDr:r) f'-AMI M CKIn ATTAMA ') 40 evo D1 (-irIvikin <br />1 [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 />a=4ft <br />GABLE ROOF > 20 TO 45 DEG <br />C*_j <br />C= <br />C-3 <br />Lin <br />C31 <br />(n <br />C-4 <br />Co >< <br />LL. Cj_ <br />cc <br />VQ <br />W <br />G3 <br />r r <br />C13 <br />C= cc <br />W <br />I.J Co <br />cc <br />E <br />C� <br />U <br />0 W N <br />-S E <br />0A <br />% <br />"y 0 <br />FESSX .�N <br />ve?i N\\\' <br />*W111 t I I I t t1k'tkV w <br />To the best of the Engineers 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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beanng <br />Engineers signature and seal. <br />E S 04 <br />0 <br />C:) C) 8 0 <br />CNI C� <br />CD <br />a) <br />0. <br />:3 LO <br />LL LU <br />cli C) CL uj <br />13 <br />C -1 <br />M Lj_ U) z <br />0. <br />z <br />0 <br />C? X: 0 <br />0: <br />W <br />IL W <br />Z <br />�E. <br />F0 04 M Uj < <br />2 r-- co <br />0 a) <br />U) r- z <br />0 Lu <br />co <br />U co <br />z <br />CN <br />0 0 Li Lj Li <br />W <br />M (o <br />E3 <br />Q) <br />CD Z5 <br />- <br />4-1 <br />Ul <br />LU <br />0 <br />DUell <br />CLI" <br />Ma <br />U) <br />L'i <br />E <br />0 <br />C.2 <br />co <br />z< <br />C6 E <br />0 <br />E 0 <br />0 <br />1W <br />z <br />< <br />0 <br />z0 <br />i-'— r6 <br />CL <br />E <br />no <br />M� <br />x <br />0 <br /><- <br />00 <br />D 0 <br />01 <br />0 < <br />z <br />Wz <br />z <br />C0 a <br />C: <br />Qj <br />�z <br />0 <br />z <br />z <br />_j <br />z <br />C. <br />CA 9 <br />< <br />0. <br />WC <br />A <br />ca <br />'0 <br />2k <br />101 <br />2 C:) <br />00 <br />7 <br />M <br />CN <br />C-�j <br />M <br />Co <br />U_ <br />=3 <br />E <br />60 <br />Cn .2 <br />cc <br />0 <br />co <br />0 <br />e.0 <br />co <br />I CY) <br />LO <br />CY) (N <br />(0 C:) <br />M <br />C:) <br />c6 <br />< <br />C.0 <br />co <br />4i <br />E <br />C11) <br />0 <br />z <br />E <br />E <br />CU <br />0 0 <br />_j <br />CU <br />< 0 <br />C: <br />a) <br />_j <br />JOB <br />NO: 23-05719-05724 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9.1 <br />1 11 ii I I lil , .111 1 -1 f 1 1 - __ - I I It IF- i__FTFTFI-� I :. 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