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V <br />0 <br />N <br />12'-0" <br />13'-0" <br />2 <br />D2 <br />FT3GE <br />1 TYP. @ <br />D2 CORNERS <br />0 <br />50 <br />T <br />N <br />O <br />MIN. <br />O.C. MIN. <br />0 <br />-n <br />� <br />J <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />20 <br />FT7G <br />FT6 <br />97 <br />nOi . 1 TYP.- <br />1 <br />L1 <br />Cl) <br />RG. WALL <br />-n <br />C <br />3 <br />0 <br />0 <br />m <br />FT8G <br />FT13GE <br />BRG. WALL <br />_n <br />FT11 <br />r— •.. .. . <br />S6 <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 />5 B <br />CJ3B o0 <br />CJ1B <br />9 <br />��������������D1 <br />7 ti�s� <br />D1 <br />FG3 <br />c <br />7 <br />C <br />A <br />TYP. <br />U.N.O. <br />Et <br />W W <br />5'-0„ <br />w <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />B4G E <br />M <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />JIND SPEED (ULTIMATE) 140.0 MPH <br />JIND 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 <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 1 -38.22 -60.99 -60.99 -60.99 -78.58 <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 />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: Y16" EXP. 1 (24/6) or 1V32' EXP. 1 C3116) <br />TILE: 1%2' EXP. 1 0�1'6) <br />NOTE: <br />[4:12]-[12:12] <br />a=4ft <br />L 0 a <br />I�it <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />O <br />CONNECTOR <br />CAPACITYSPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />A <br />META12 <br />1420 <br />9 - 10d x 1 1/2" <br />HTA20 <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 />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />RFUS <br />I I Q I <br />I(D j® J HTT5 <br />K HD313 <br />j I r I j L I VGT R/L <br />I I I t <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 $" x 0.113") NAILS rt3t ® 13r 3r (9% <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft <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 [4:121-[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. <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 />WM <br />SEE FND. PLAN <br />FOR FOOTING <br />SPECS. <br />NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />-ROOF OR FLOOR <br />SHEATHING <br />(2) SYP#2 TOP PLATE <br />LSTA30 EACH SIDE <br />@ EACH END OF <br />WALL <br />SEE C/S3 FOR <br />ADD'L INFO. <br />PLAN FOR DIM. <br />INTERIOR SHEARWALL @TRUSSES <br />STEP—DOWN, WALL TO TRUSS � <br />SCALE: 1/2" = 1'-0" <br />VGT -F <br />N I LUS26 <br />P HUS26 <br />Q HUS28 <br />R MTS12 <br />S VGT - M <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <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 />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 />1165/1060 ** <br />1005/915 ** <br />8 -1 Cd x 3" <br />JUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />1760/4095 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />990 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <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 />SYP I SPF I FASTENERS <br />1870 1 1585 1 10 - 10d x 1 1/2"' <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />2375 <br />11 - 10d x 1 1/2" <br />1020 <br />1160 <br />9- 1 Od x 1 1/2% 8-10d <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />5795 I 15/8" ANCH. /(26) 10d A-112 <br />3295 —[ 2 - 5/8" DIA. BOLTS <br />1000/1080** <br />1 8 - 10d <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />2950/5090 <br />--- <br />30d -16d x 3-1/2" <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T <br />1 (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 <br />1285 <br />24-1Od x 1 1/2" <br />SP1 <br />1 555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1 1010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />1 590 <br />1 555 <br />1 12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />1 (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 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 />(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 <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) 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 1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �2x LEDGER (A) �I} <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 />1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV-B <br />SCALE: %4"=1'-0" <br />Me <br />i <br />c vo ca <br />� ;m h as cu-21- <br />m <br />ass C,4 <br />CMe° <br />M <br />W� <br />ao� <br />tj , <br />3 ea <br />i� <br />.ss" cass � <br />c <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. . <br />W <br />I' <br />, <br />zrE <br />o A 0 <br />+En <br />v V <br />0 <br />ad-rJ _ <br />��o? <br />�r- r­ w <br />� <br />C —r 2 LL w <br />J LL I=- >55 LL <br />w <br />- °O' LL NC <br />x Z <br />m o z <br />c�m <br />Z <br />_ <br />LO NZ <br />N J <br />Z <br />U v o <br />El El <br />N M <br />C,0 <br />O <br />� N <br />O Q <br />�i <br />— <br />0- <br />E3 <br />;;I_ <br />`o <br />/1^N <br />r/ J <br />LL <br />UJ <br />LLI <br />U <br />O <br />LU o <br />ram— cn <br />Wqa <br />C <br />LU <br />N <br />O� <br />o <br />w <br />O <br />z <br />Q <br />g <br />si <br />® <br />zo <br />>N <br />za <br />:z <br />E V <br />z <br />❑a <br />� <br />— E <br />�= <br />oa <br />�o <br />w� <br />001 <br />fO <br />az <br />na <br />U:)to <br />i <br />a <br />Q <br />�a <br />o° <br />m <br />W o <br />oLL <br />z <br />J <br />'az <br />4 <br />�z <br />05 <br />C> <br />p <br />2 LL <br />g z <br />N <br />2 F <br />rn <br />2 <br />o'z <br />y <br />® <br />z <br />w < <br />= 1 <br />�n <br />' 0 <br />ch <br />1 <br />za <br />rl rz- <br />O0� <br />0 C) <br />>M <br />co <br />OCD <br />E2 <br />m <br />O <br />�— <br />Cr <br />CO <br />CL <br />o <br />U)LO <br />N <br />m <br />_ <br />~ <br />0 <br />N <br />O <br />C) <br />U) O <br />L0 <br />N <br />Q <br />co N <br />'— <br />W <br />2 :19t <br />M r- <br />LO <br />o <br />z <br />m <br />z <br />E T <br />N <br />c <br />1L <br />E <br />U � <br />Q p <br />JOB <br />NO: <br />23-06112 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.1 <br />