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::3 <br />0 <br />C:) <br />L0 <br />C) <br />9 <br />C�4 <br />C) <br />U-3 <br />t12 <br />C14 <br />C14 <br />C) <br />5>4 <br />c, <br />CL <br />E <br />F2 <br />0 <br />E <br />0 <br />EZ- <br />0 <br />.21 <br />2 <br />9 <br />04 <br />CN <br />C*4 <br />C14 <br />im <br />Cn <br />SEE 3/S5 FOR <br />STANDARD <br />GABLE END_ <br />FRAMING <br />2X TOP PLATE TO — <br />GABLE END W1 16d <br />NAILS @ 6" O.C. <br />2X4 STUDS @ 24" O.C.- <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />I GE15i)I, FALSE BEAM <br />/ SCALE: 3/4" = 1 --0" <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@ 3" O.C. @ EDGE & 6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />0 <br />z <br />0 <br />0 <br />U­ <br />GABLE END <br />RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <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) HIP ROOF >20 TO 45 DEG. <br />WIND AREA VALUE DENOTES PRESSURE <br />(SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 je 3r <br />HIP -35.94 -49.57 -49.57 -49.57 1 <br />10 <br />i GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 <br />ROOF NAILING SCHEDULEI NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" 0,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 CY16) or 15/32" EXP. 1 (33/16) <br />TILE: IY32" EXP. 1 (32/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />U U �UIKI �U[ 1ZK1= 0 IQ r11nC!A-r=Q �UAKI 151 , cupA-ruikif- QUAI I pp: pAq-r=Ki=r-% <br />4. VvFlF-r%r- 1 K- 0 C-ri 1-1 0 1 <br />WITH ASTM F1667 RSRS-03 10d (2Y2"x0.131") NAILS ORASTM 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 />W1 BLOCKING PER NAILING SCHEDULE. <br />TYP (2) <br />A A <br />TO (2) 10 r <br />ci <br />7N <br />> <br />&i <br />I <br />I . <br />L0 Cl) <br />0 (0) Cil <br />CJ3 <br />CJ31 <br />CJ5 <br />EJ7 I <br />EJ7 <br />EJ7 I <br />EJ7 I <br />EJ7 I SI MPSON HU41 0 w/ (18) TITEN <br />1/4" x 2 3/4" & (10) 1 Od NAI LS <br />�2) 2x12 #2 SYP WD. BM. w/' <br />EJ7 I LITCH PLATE. BOTT. OF B� <br />r 18 <br />D1 <br />_pof �FG 1 000 <br />1. 17 T-TI-7-1711- IT. <br />I rGE'1'�\ <br />Sim <br />u <br />j <br />M 00 co M <br />> <br />LO <br />V <br />CJ3V <br />CJ5V <br />EJ7V <br />(2) <br />X <br />< <br />< <br />< <br />LO <br />< <br />< <br />EJ7V <br />n <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7VA <br />F- <br />IP EJ7VA < <br />I-- <br />F- <br />OX <br />EJ7VA <br />EJ7V <br />E:J7 <br />0 <br />< <br />X <br />< <br />F <br />< <br />EJ7 <br />< <br />EJ7 <br />EJ7 <br />L"'CCJ5 <br />CJ5 <br />J3 <br />LO <br />Oil <br />... <br />V02) 0 V02) <br />716" OSB <br />1. @ U-13" <br />TYP BM <br />To <br />C �0 <br />CORNItR <br />S195 <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <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 - 10d 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 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA1 6 <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 />R73 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d 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 1 112" <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 />RT16A <br />1020 <br />1160 <br />9 - 1 Old x 1 112% 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 HD 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 W/ (10) 1/4" <br />X 2 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <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 - 10d x 31, <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 />176014095 <br />1720/3125 <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 />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1 1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />S <br />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <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 HD (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 />3100-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" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od x 1 1/2" <br />Spi <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 1 <br />590 <br />1 555 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />1 680 <br />570 1 <br />(20)1 Od 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. <br />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 AREAS & 24" <br />I <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) 2A 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 />1K1TrDQF-r1T10k1Q QD1 lf'iklr.' <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 />(A) <br />OR 2 PLY <br />,ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-Bl <br />SCALE: Y4"=1'-0"` <br />q <br />C:) <br />10 <br />)J� <br />C- m U - C I <br />C14 <br />W <br />U) <br />0 <br />C) <br />C: <br />5 <br />r 0 ul <br />C14 <br />C14 <br />CD <br />L <br />4 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and sea <br />a on y r <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />C) <br />CD E 00 <br />C� 8 <br />cli LL <br />a) @ Zo U, <br />0 .- 0? U) * <br />. <br />J:3 r'- g�. <br />N 0 <br />M LL LL 0. L.0 <br />-j - . W 0 <br />:�o -. WO <br />CLL <br />z Y, � <br />qr <br />0 <br />Fa C'4 (0 LL <br />Uj ca <br />W <br />Z co <br />ILL <br />y —j <br />—i <br />CIJ Z = L/) 0 <br />3 .. < < <br />0 <br />z d <br />W <br />CD -2 <br />4-1 <br />U <br />0 <br />LU <br />E <br />0 <br />0:� U) <br />< M I <br />0 <br />402 <br />_r <br />C:) <br />co <br />C13 <br />C13 <br />LL, <br />cd- <br />CL 8 <br />E <br />za <br />< <br />zo <br />0.� <br />z <br />r6 <br />C1 <br />E <br />-0 <br />E. <br />X!� <br />WM <br />oo <br />no <br />0< <br />0 <br />zCO <br />C: <br />0� <br />'0 <br />z <br />Z,) <br />W <br />CL <br />0 < <br />< M <br />W z <br />T <br />'7 <br />C:) <br />co <br />ZON <br />tz <br />10) 3: <br />CD <br />> Lo <br />Co CO <br />CD <br />C:) <br />to <br />4-a <br />r*1 <br />CN <br />0 C'4 <br />0 <br />Lo <br />LO <br />L0 <br />< <br />E <br />CN <br />0 <br />z <br />M <br />z <br />:3 <br />E <br />E <br />0 ca <br />< <br />a) <br />JOB <br />NO: 22-02399 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />