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1 11 1 F III <br />I I —. __ __I I _. 11 I 1 I III III . 11 1!, 11' 1 II 1 II 1 11 1 11 I I I I I I _-1 11 <br />rn <br />I <br />CD <br />N <br />CO <br />i <br />N <br />_ <br />I— <br />v <br />Cr <br />V) <br />0 <br />.a <br />Ib <br />rn <br />i <br />Ih <br />0 <br />J <br />m <br />Ln <br />In <br />O <br />Ln <br />I` <br />0 <br />I <br />M <br />I <br />co <br />N <br />CO <br />I <br />N <br />rn <br />In <br />v <br />v <br />N <br />Ln <br />Ln <br />rn <br />Ih <br />rn <br />_m <br />n <br />0 <br />I <br />M <br />n <br />O <br />I <br />N <br />/ <br />I- <br />0 <br />Cr <br />0 <br />Q' <br />c <br />`o <br />r� <br />OC) <br />N <br />/ <br />Q_ <br />ai <br />E <br />0 <br />0 <br />c <br />J <br />i <br />c <br />0 <br />0 <br />U <br />O <br />J <br />a� <br />i.� <br />C14 <br />0 <br />N <br />\ <br />L7 <br />ai <br />0 <br />CD <br />0 <br />M <br />c <br />O <br />In <br />\ <br />ai <br />0 <br />0 <br />]C <br />(n <br />O <br />w <br />¢ <br />m <br />a� <br />v <br />N <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN - <br />STANDARD (STD) & LAKE THOMAS._.(LT) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q CONNECTOR CAPACITY FASTENERS CONNECTOP CAPACITY FASTE^Icoc <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 3112" <br />HTA20 <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />10 -10d x 1 1/2" <br />14-16d x 3 1/2" <br />(2)HTA20 <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />C <br />H2.5A <br />700 <br />615 <br />_ _ <br />10 - 8d x 2 1/2" <br />RT7A <br />D <br />H3 <br />400 <br />365 <br />8 - 8d x 2 1/2" <br />RT3 <br />E <br />META20 <br />1450 <br />8 - 10d x 1 1/2" <br />_ <br />14TA20-18 <br />F <br />HHETA20_ <br />2120 <br />10 - 10d x 1 112" <br />HTTA20 <br />G <br />H1_0A <br />1040 <br />1015 <br />18 - 1Old x 1 1/2" <br />RT16A <br />H <br />FGTR <br />4725 <br />3400 <br />w 1 x AN <br />(2)112" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <br />HTT45 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" ANCH.I (2) 518" STUD BOLTS <br />TDX2-TZ <br />L <br />VGT R/L <br />2225 <br />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" ATR <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 />P <br />HUS26 <br />1320/3280 ** <br />1150/2780 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />Q <br />HUS28 <br />1760/4095 ** <br />1480/3520 *' <br />30 - 16d x 3 1/2" <br />HUS28 <br />R <br />MTS12 <br />990 <br />850 <br />14 - 1 Od x 1 1/2" <br />MTW 12 <br />S <br />VGT - M* <br />4940 <br />3555 <br />"x ' D REW <br />1) 5/8" ATR EPDXIED w/ SIMPSON <br />SYP SPF <br />1870 1730 9 - 10d x 1 1/2" <br />2430 <br />9 - 10d x 1 1/2" <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <br />630 <br />510 <br />10 - 8d x 1 1/2" <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />1625 <br />1495 <br />_ <br />9 - 10d x 1 1/2" <br />2375 <br />11 - 10d x 1 1/2" <br />1025 <br />900 <br />_ <br />9 - 10d x <br />7100 <br />CREWS <br />4) 3/4" x 6" WEDGE -BOLTS <br />5/8" ANCH. /(26) 10d x2.1/2 <br />_57_95 <br />3295 <br />-- <br />5/8" ANCH./ (2) 5/8" STUD BOLTS <br />1050/1080** <br />840/950" <br />(8) - 10d x 3" <br />2045/3400 <br />1640/2990** <br />(20)16d x 3-1/2" <br />30d -16d x 3-1/2" <br />--- <br />_2950/5090 <br />965 <br />810 <br />14-10d x 1-1/2" <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />& (8) 3/8"4" TITEN HD (2 PLY) or <br />5 16d SINKERS a FRAME <br />U <br />MGT -M^ <br />3965 <br />3330 <br />(22)10d x 3" w/ (1) 5/8" ATR w/ 12" <br />EMBED wl SIMPSON "SET' EPDXY <br />MUG715 <br />4240 <br />3730 <br />(28)10d x 3" (1) 5/8" ATR w/ 12" <br />EMBED wl USP CIA-7000C EPDXY <br />MGT F <br />_W <br />V— <br />(2) LGT2 <br />4060 M 4080-F <br />3500 M 3510 F <br />LUGT2 <br />3310-M 4040 F <br />_ <br />2920 M 3560-F <br />(2 PLOY) or 60)10d x 3-114 SINKERS @ FRAME <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />;ARRIER <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 (B <br />SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) 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 w/ THE SAME SPECIFIED <br />COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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. Ell <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 1 O - A) <br />SPLICING <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 />j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />OR <br />Cl <br />CONT LEDGER <br />F0 on <br />, <br />iE <br />00 <br />E3 <br />un <br />Cz <br />Me <br />r <br />CD <br />0 <br />CL <br />0Lo <br />0 <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT < 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 />a=oft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r <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 r <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: I O Q <br />SHINGLE: Y16" EXP. 1 (24/16) or'Y�' EXP. 1 (3�6) <br />,, r <br />TILE: '%32" EXP. 1 03716) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6" x 0.113") NAILS 3r 3r <br />2, WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED " <br />WITH ASTM F1667 RSRS-03 10d (2Ya" 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 />c <br />IC�'7 0 <br />N o� <br />�c o <br />y N L <br />]C <br />to <br />�•w� <br />ics � ,v .ra <br />� G ,n <br />c <br />o <br />okOFESSION*� <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 />Resitlential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineer's <br />signature and seal. <br />M <br />E S <br />`46 C 94 <br />� J <br />0 7 to dO <br />r/J 04 0 <br />2 <br />_ o 0 <br />c p <br />�' ' <br />7 <br />