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�■■■w�l M■II��■�o���IIJtI�Y��; <br />TYP. @ 1 <br />CORNERS p2 <br />0 <br />00 <br />o0 <br />co <br />13'-0" <br />2 <br />FT3GE D2 <br />12'-0" <br />O <br />A @ 24' <br />O.C. MIN. <br />CE <br />CE <br />J <br />S6 <br />r- <br />t~i <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />CE <br />FT7G <br />CE <br />FT6 <br />CE <br />TYP. 1 <br />1 <br />L1 <br />N <br />cD <br />LO <br />BRG. WALL//" <br />O <br />O <br />D <br />r <br />FT8G <br />FT11 LL <br />—' FT13GE <br />1 <br />BRG. WALL <br />CE <br />J <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />35 <br />A (2) <br />22 <br />(2) FT9 p1 <br />CJ3Brr <br />CJ1B <br />J5BA <br />FG3 <br />jx <br />7m D1 <br />A <br />TYP. <br />U.N.O. <br />00 <br />r <br />10 <br />m m <br />M <br />U U <br />5'-0" <br />M <br />m <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />5'-8" <br />B4GE <br />RSH <br />ENGINEEREDROOF <br />CLADDING WIND AND FORM AN ROOFOHEIGHT !T 5 ftND <br />VIND SPEED (ULTIMATE) <br />140.0 MPH <br />VIND SPEED (ALLOWABLE) <br />108.4 MPH <br />XPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 45 DEG. <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />[4:12]-[12:12] <br />a=oft <br />/ <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r, <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />1 -60.99 <br />1 -60.99 <br />1c-----r— <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 />\ <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />®I I 0(/ I <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />I I I <br />ROOF SHEATHING: <br />SHINGLE: 16" EXP. 1 (24/6) or 1%2' EXP. 1 03/16) <br />TILE: 1%2' EXP. 1 (33116) <br />I I r <br />I I I I <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS <br />I I I <br />z13r 3r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', 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 />a=oft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE <br />ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[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 />2 ROWS 8d @ 6" O.C. (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />8d NAILS @ 6" O.C. (ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />TO BLOCKING <br />(2) 12d NAILS TO—/ <br />ROOF OR FLOOR <br />BLOCKING EACH <br />SHEATHING <br />END <br />2X4 BLOCKING AT <br />(2) SYP#2 TOP PLATE <br />EA. ROOF PANEL <br />JOINT AT 48" O.C. <br />MAX <br />LSTA30 EACH SIDE <br />TRUSSES --/ <br />EACH END OF <br />WALL <br />2x4 SPF STUDS <br />@ 16" O.C. WALL <br />SEE C/S3 FOR <br />SET BACK 2" PER <br />ADD'L INFO. <br />DETAIL C/S3 <br />SEE PLAN FOR DIM. <br />` <br />SEE FND. PLAN <br />FOR FOOTING <br />SPECS. <br />INTERIOR SHEARWALL <br />@ TRUSSES <br />STEP-DOWN, WALL TO <br />TRUSS <br />SCALE: 1/2" = 1'-0" <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 - 10d 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 - 1 Od 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 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 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 -1Old x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1 Od x 1 1/2"& 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <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 />5l8" 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" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 2 1/2" SDS 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" SDS 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 -1Od 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" SDS <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" SDS <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 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 />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" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 1 <br />1285 <br />24-10d x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 -10d <br />SP2 <br />1010 <br />1 605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />590 <br />1 555 1 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <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 3/12 & LOWER. <br />REVISED 12-02-20 <br />LOADS -- ROOF = L 1360 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 />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 (8) 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) 2x4 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 />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 <br />j (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 />FLOOR FRAMING PLAN-13 <br />SCALE: Y4"=1'-0" <br />aC8 2 <br />17*4 <br />Qci an c7 <br />c co�r <br />Z:r N C4 N <br />m <br />$ G_ s a� <br />L. cv ce <br />'per•— <br />� <br />c E <br />m d <br />a. u, <br />t t s �ti�r���jr <br />,�,,;�'�a�ao►� <br />4E <br />10 <br />`N <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 />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />o E <br />N <br />4�T, a 8 <br />ti N m � <br />m 4 <br />` U) co rt� <br />r N O <br />d caJU_ �; w <br />s"j <br />z m c M a <br />z rn co <br />I <br />oC5 o <br />nt, y• ].MN O <br />I W m <br />5 <br />E W m w <br />ZCcN ° <br />IL <br />Z <br />. IN(� 0 <br />Z O U o <br />y W ❑ <br />U <br />Z N O <br />Z � N <br />z � � <br />CDQ <br />7 J <br />N <br />M <br />N z <br />� U 0 <br />L <br />4--j cn <br />(a w m <br />j� <br />O� <br />w o <br />L/1 c <br />U <br />w J <br />i�$'�a <br />:1W _ R <br />Ir <br />= L <br />U <br />Q <br />o <br />o <br />M <br />J <br />w <br />M <br />o z <br />Z <br />z <br />LJi <br />d a <br />z o <br />K <br />w° <br />g <br />>N <br />Q O <br />za <br />_ <br />U <br />Sa <br />O E <br />N <br />aQ <br />c z <br />az <br />d i <br />ao <br />¢ W <br />m7 <br />M <br />U) C <br />- C <br />� <br />or <br />y <br />'0 <br />OLL <br />z <br />J <br />m <br />CID ° <br />Q W <br />z <br />vi <br />Cn <br />on <br />z <br />go <br />CL <br />a <br />�w <br />(, <br />< <br />= � <br />CDC) <br />wa <br />13 <br />�o <br />10 <br />C) <br />V <br />M <br />000, <br />C C:)i <br />0 <br />L <br />> M <br />f1/ <br />1. <br />O <br />i <br />V <br />a� <br />ai <br />rn <br />m <br />m <br />c� <br />T <br />C) <br />� r <br />U) m <br />N <br />L0 <br />ate-+ <br />0 <br />rN. <br />04 <br />C) <br />C) <br />04 <br />Ln <br />ai <br />04 <br />(0 � <br />o <br />z <br />m <br />z <br />E 0 y <br />m <br />m <br />c <br />JOB <br />NO: 22-08305 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />