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0 <br />(V <br />12-0" <br />13'-0" <br />2 <br />D2 FT3GE <br />1 TYP. @ <br />p2 CORNERS <br />0 <br />w <br />N 0 <br />@ 24 <br />O.C. MIN. <br />0 <br />-n <br />� <br />j <br />J <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />FT7G <br />FT6 <br />N . 1 TY.P.. <br />1 <br />L1 <br />0 <br />M <br />-$'IBRG. WALL <br />—Tj <br />Cn <br />0 <br />0 <br />m <br />FT8G <br />FT13GE <br />BRG. WALL <br />vJ <br />FT11 <br />'— <br />r— <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />-n <br />-� <br />STEMWALL <br />35 <br />(2) A <br />22 <br />D1 FT9 (2) A <br />CJ3B co <br />CJ1B <br />9 <br />D1 <br />7 In <br />D1 <br />FG3 <br />=7 <br />A <br />TYP. <br />U.N.O. <br />v <br />0 <br />W 1 <br />Co <br />5'-0" <br />W <br />w <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />B4GE <br />5'-8" <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />✓IND SPEED (ULTIMATE) 140.0 MPH <br />✓IND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE 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 />1-7 a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 -49.57 -49.57 -49.57 tl <br />10 <br />GABLE -38.22 -38.22 -60.99 1 -60.99 _60.99-----T- <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): i \ \0O <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 1 \ I QIr/ I <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I <br />ROOF SHEATHING: j O l 1 (D j <br />SHINGLE: 7/6' EXP, 1 CY16) or1%z' EXP. 1 (3�/16) <br />TILE: 1V32" EXP. 1 6116) <br />NOTE: I I I <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 13r 3r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN Y32', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y�" 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 />2 ROWS 8d @ 6" O.C. <br />8d NAILS @ 6" O.C. <br />TO BLOCKING <br />(2) 12d NAILS TO - <br />BLOCKING EACH <br />END <br />2X4 BLOCKING AT <br />EA. ROOF PANEL <br />JOINT AT 48" O.C. <br />MAX <br />TRUSSES <br />2x4 SPF STUDS — <br />@ 16" O.C. WALL <br />SET BACK. 2" PER <br />DETAIL C/S3 <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />SEE FND. PLAN <br />FOR FOOTING <br />SPECS. <br />-ROOF OR FLOOR <br />SHEATHING <br />(2) SYP42 TOP PLATE <br />LSTA30 EACH SIDE <br />@ EACH END OF <br />WALL <br />SEE C/S3 FOR <br />ADDT INFO. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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 - 1Od x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <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 />RT3 <br />345 <br />305 <br />8 - 8d x 1 112" <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 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 />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2% 8-10d <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 />518" ANCH. / (26) 10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1.1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />518" 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" SDS <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 3" <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 />1760/4095 ** <br />1720/3125 ** <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 />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d 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 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 />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR wl 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 />3100-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 535 10-10d SPT22 735 8-10d <br />EE PLAN FOR DIM. SP2 1010 605 12- 10d SPT24 1 1090 12 - 10d <br />HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 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 />INTERIOR SHEARWALL @TRUSSES <br />STEP-DOWN, WALL TO TRUSS � <br />SCALE: 1/2" = 1'-0" <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 AT48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />'5ji; <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS r10 <br />INTERSECTIONS, SPLICING <br />TO BE 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 />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS(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 />2 PLY CARRIER <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN — ELEV—B <br />SCALE: %4'=1'-0" <br />c� <br />cis <br />O <br />N <br />O <br />0 <br />m °:o <br />c � roc <br />e �� �e <br />o <br />2 W <br />ca cs <br />y <br />it: r- <br />F,w <br />M <br />0 <br />CV <br />BPP�rM <br />LE [''V,o <br />� <br />+ <br />uJ <br />�No <br />a PE-0 <br />S75 <br />s <br />SIAIE OF <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 seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />U) <br />W v E N <br />C <br />a o m Q Co <br />O " N <br />(V <br />N (M p ik rn <br />C '0 J <br />G a) <br />7�o <br />N) to -Z -- <br />9) ° <br />gv - <br />a <br />m+ <br />LLLJ Z_ <br />0 <br />_r p_ <br />c <br />:'(dN0 m Q <br />W or� a m <br />Z 00 Lu <br />Cl)Z U G H <br />LL <br />N <br />ZIL O U ❑❑❑ <br />W <br />!!2 <br />Hal <br />VM <br />z N M <br />O � <br />Z N <br />z � � <br />� <br />J <br />QU)Ln <br />M <br />n' Z a <br />(D0 `o <br />W <br />U W <br />� <br />U — g <br />0 g <br />usa <br />U <br />L <br />U O N <br />c <br />0 <br />N <br />I� <br />o <br />J< <br />w <br />M <br />M <br />J <br />z S <br />2 <br />z <br />� <br />@ E <br />¢S <br />M- <br />E 8 <br />sz <br />�1 <br />oa <br />F@ n7 <br />o <br />a <br />�a <br />0< <br />00 <br />oox <br />o <br /><o <br />rZ <br />�� <br />c¢ <br />o C <br />oY <br />m0 <br />�z <br />zF <br />Z <br />m � <br />�m <br /><w <br />�zz <br />5 <br />T <br />8 <br />K 0 <br />az <br />N <br />m <br />_ _H <br />r <br />0 <br />�5 <br />o <br />C":`d <br />w� <br />�o <br />h <br />d <br />z <br />Ovl¢ 3 <br />C <br />>M <br />J <br />O <br />m <br />O <br />n, <br />W <br />L <br />00 <br />co L0 <br />(N <br />=) N <br />LO <br />Q <br />Y °0 <br />N <br />L.L <br />�C^T <br />2 <br />Uv / m U <br />CN <br />�--+ <br />O U- <br />N <br />0 M <br />O <br />No <br />� <br />C)m <br />N <br />Q L0 -- <br />T <br />m <br />N <br />M � <br />C'7 <br />00 <br />0 <br />Z <br />Z <br />j N <br />E (v <br />E <br />m <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />