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0 <br />_ <br />N <br />12'-0" <br />13°-0" <br />2 <br />D2 <br />FT3GE <br />1 TYP. @ <br />D2 CORNERS <br />0 <br />bo <br />O <br />A @ 24" <br />O.C. MIN. <br />O <br />23 <br />J <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />FT7G <br />FT6 <br />N.. 1 T.Y. <br />1 <br />L1 <br />O <br />M <br />RG. WALL <br />a <br />C7 <br />O <br />O <br />m <br />F'8G <br />FT13GE <br />r FT11 <br />r <br />-n <br />— FT11 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 <br />@ <br />STEMWALL <br />(2) A <br />r TYP <br />U.N.O. <br />35 <br />22 <br />D1 FT9:::;(2) A <br />CJ3B IbN)D1 CJ1B <br />Xl­)l <br />FG3 <br />r <br />NI <br />L L <br />W 1 <br />t� <br />5'-0" <br />I <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />i <br />z <br />I <br />I <br />:t—� <br />B4GE <br />5'-8" <br />PER ASCE <br />16 <br />OF <br />ENGINEERED <br />WIND PRESSURES AND OSUUCTIIONDESIGN <br />S FOR MEAN ROOF COMPONENTS 5AND <br />RSH <br />/IND SPEED (ULTIMATE) 140.0 MPH <br />/IND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY I C <br />EFFECTIVE VVINU t'KtSJUKt HNU SUt I IUN (rSl ) 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 3e 3r <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 78.58V(g\� <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O,C IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />01 <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I <br />ROOF SHEATHING: j (D <br />SHINGLE: 3/6' EXP, 1 C%s) or 1%2" EXP. 1 (3�/16) I I I I® <br />TILE: 1%2' EXP. 1 C�16) <br />NOTE: I I I 1 <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS ® 96. <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d 1211z" x 0.131") NAILS ODASTM 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 />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 />(NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />SEE FIND. PLAN ° <br />FOR FOOTING <br />SPECS. °`•' '"° <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 />E PLAN FOR DIM. <br />INTERIOR SHEARWALL @TRUSSES <br />STEP-DOWN, WALL TO 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 -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 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 />1 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" 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 />5/8" ANCH. / (26) 10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD313 * <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 l/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)16dx 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" 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" 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 w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />_ <br />_ <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ 32) 16D SSINKERS & <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-M3.800-F <br />wl (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 />24-10d 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 />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />590 <br />555 <br />12-1Od 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 3112 & 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 (+1- 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, (6) 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 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 />FLOOR FRAMING PLAN — ELEV—A <br />SCALE: X"=1'-0" <br />e t-d <br />rn X <br />N f iL 0. <br />(i3 -C <br />f(S <br />3 .>, <br />(U L]. 0 <br />_ cl� E <br />f6 0,0 <br />U ., <br />r ( L. <br />CC <br />Q. w. <br />° <br />N <br />S • ''••.�, <br />kip <br />Zz cr Fj%� �. <br />U F. O� <br />AO <br />el3S30t, <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 />N r <br />� E I co <br />ti rWrf <br />p C (co, <br />r <br />,+ N m LL <br />n+ LL <br />C -0 w <br />d1 i� n r,- D w a <br />O Y <br />M <br />LL LL d Ly <br />J <br />0a <br />Z warn Z o <br />0~ <br />L ro o w <br />'coNm O <br />W ��pjO' <br />a <br />Z N C0 IY Lo O <br />I <br />O U U VVi <br />Z <br />W <br />V M r <br />Z N M <br />QD <br />z o d <br />Q <br />M <br />WN <br />-V) ,Z,nn $ <br />W V O <br />,v W � <br />O w o <br />CI1 Lv N <br />cn <br />_U <br />J E <br />_ � m <br />U o <br />Q <br />• <br />N <br />�� <br />O <br />CIDZ <br />¢ <br />w <br />M <br />M <br />w <br />o� <br />LL <br />QE <br />O <br />zo <br />�g <br />wLL <br />>� <br /><� <br />?® <br />>_ <br />oQoz <br />z <br />o <br />N <br />�z <br />,o <br />Q <br />�z <br />L <br />(� <br />C <br />O <br />o U <br />m <br />. 0 <br />Z <br />oz <br />z <br />J <br />m <br />¢^ <br />Q W <br />�z <br />to <br />N <br />o� <br />S <br />Ca- <br />{ <br />a <br />Ww <br />C-)nW <br />� <br />z <br />7 F <br />J <br />O <br />M <br />w4 <br />0 <br />a <br />011 <br />V' <br />za <br />O <br />> co <br />_J <br />0 <br />CIO <br />c <br />T' <br />=3 <br />.-. <br />C <br />m <br />a) <br />O <br />OLo <br />N <br />N <br />a T <br />E <br />m <br />N <br />iri N <br />o <br />Z <br />Z <br />=3 <br />E r <br />c <br />d <br />E <br />U J Q0 <br />J <br />JOB <br />NO: 22-02363 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />