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LO <br />00 <br />LOCr00LOIn <br />IiLO <br />Lo <br />LOJ <br />co <br />coLO <br />LO <br />Ni3tzN0E <br />2 <br />0 <br />av <br />LZO45 <br />NO <br />cVOS <br />SIMPSON HGAMV <br />w/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (z <br />1/4"x2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS -� <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END, <br />MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 1 O/S5 MAX 9" <br />BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL \\\ <br />45°± <br />/ <br />45' ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO <br />BRACE <br />SCHEDULE FOR <br />APPROX, 8" FROM <br />SHEATHING DETAILV <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />& (2)1Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3)10d & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />d TOE NAILS @ EA. <br />.' <br />BLOCKING <br />• <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />ATTACHED W/ 10d <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />AND 12" O.C, FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />10dX3" @ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />1 Od NAILS <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />-0 <br />EDGES AND 1w/ <br />2" O.C. FIELD <br />INTO 2"7 <br />6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />\ <br />NAILING SCHEDULE FOR SHEATHINGDETAIL2"x4" <br />CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED ATDOUBLE <br />TOP PLATE <br />EACH JOINT w/ (3)1 Od2x4 <br />CROSS BRACE APPROX. 8" <br />&(2)10dTOE NAILS@ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3)10d & (2)1 Od <br />(NOT REQ'D WHENTOE <br />NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />2x FRAME WALL (SEE WALLSHORTER)SECTION <br />FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" OIC FOR THE <br />(2)16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OFNAILS <br />W/ 10d NAILS @ 6" O.C. EDGESTRUSSES <br />FROM EA.AND <br />TYP. TOP & <br />��1�1 <br />12" O.C. FIELDEND <br />(2)16d NAILS <br />W/ (2)16d TOENAILS\ <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES <br />Q° 1/2" 8" "J" BOLT 48" 0 C 2x4 "T"ON TOP OF PANEL <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />'L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />INSTALLED PER MANUF, x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SIDS SCRE70.C. <br />@ 48" O,C. BLOCKING, FASTEN WITH <br />MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Ddx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES Ann nn <br />112x 8JBOLT @ 32O.C. MINIMUM 6FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHERSIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICALSECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTIONWEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 21Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCKTITEN ON OUTSIDE S5SCALE: N.T.S.2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE- [RSH] - ON FRAMING SHEET FOR SHEATHING <br />REFER TO DETAIL J AND FASTENERS, (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP"'" <br />SEE STRUCTURALCHORD BLOCKING NOTES AND NAILING00 <br />INFORMATION SCHEDULE FOR <br />SHEATHING DETAIL BACKNAILw/WOOD TRUSSES (2)16d NAILS <br />`� 00 00 2"x4" CROSS BRACE2X4 RAT RUN BRACINGAPPROX. 8" FROM <br />AT 24" O.C. ON TOP OF RIDGE FASTENED AT <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 10d & (2)10d TOE <br />TRUSS SPANS NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT 2x4 PANEL BLOCKING <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE 2 16d NAILS <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS ()2x4 BLOCKING @ 24" FIRST (4) ROWS OF <br />0/C w/ (2)16d (D = 0.148 , L = 3') OR EQUAL (D = 0.207", L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUALTRUSSES FROM EA. <br />TOENAILS @ EA. END NOTES: END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)w/ (2)16d TOENAILS <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP NAILS AOT EACH S(TUD12) 10d <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE T. . <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />REV. 06.08.22 <br />MAX. 9" 8d @ 6"O/C <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 r-WOOD TRUSSES <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />_1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. <br />SIMPSON HGAMIOKTA w/ (4) <br />E GES AND 12" O.C. FIELD <br />1/4"x1 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4)1/4"x2 3/4" <br />SEE PLAN FOR <br />TITEN TO CMU <br />CONNECTION <br />()2x4 "T" ON TOP OF PANEL <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATIONBLOCKING FASTEN WITH 2x4 BLOCKING W/ <br />EXT. WALL CONN. a@ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS <br />NON - LOAD BEARING LOCATIOND B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION gADDITIONAL INFORMATION. SCALE: N.T.S.S5SCALE: N.T.S. <br />IINIMUM 2x <br />,ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS)TOENAIL(2) 16d NA <br />(2) 16d PER <br />OINT <br />,,.,...---, 2"x4"MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />S5 <br />12 <br />6.9 MAX. <br />S5 <br />J <br />S5 <br />GABLE TRUSS <br />12" <br />ALTERNATE NON -DROP <br />GABLE END DETAILSCALE: N.T.S. <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SH SCHEDULE <br />tTTACHMENT <br />SYP BLK'G @ 16" O.C. <br />i x0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-0" - 6'-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP,.) <br />�CONT. BEARING <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />ENDJACK <br />1 V-0" MAX. <br />oL <br />0CLWZ <br />CORNERJACK <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />Z <br />w <br />\-BRACING w/ (3)1 Od x 3" AT <br />EACH CONN. @ 24" O/C <br />`MOISTURE BARRIER <br />BOND BEAM <br />_ MASONRY WALL <br />ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />E <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WB <br />DOUBLE "L" BRACING DETAILi <br />SCALE: N.T.S. <br />(). <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1Od NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB -' <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />Ll <br />I <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)10d AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />N <br />Cz <br />o <br />a_ <br />> W <br />O <br />ono <br />Cc © a <br />s <br />vNiaNCc <br />N <br />z <br />.�, d <br />C* eL .:� 0 <br />a 2 Q <br />m 3 3 M <br />. no w cr <br />w m <br />A2 <br />f/f G1 -Q <br />a <br />M <br />N <br />0 <br />N <br />N <br />010 <br />0 <br />crr <br />E 0 i= <br />.tom �4.'r,°» • u <br />F1 :.> <br />.n <br />0 Jtr^� <br />`cl <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 of the drawing pages bearing <br />Engineer's signature and seal. <br />U) <br />'TE <br />0 <br />0 <br />��o m R r <br />N <br />0 <br />=LL7W <br />cn r <br />N <br />Q <br />In <br />V <br />�N0 2s LL <br />JLLLL 2 W <br />555 p <br />W <br />Z_ <br />a o <br />W��pj6� <br />7 (6 N <br />z <br />m w <br />N 0 Q <br />�n <br />V <br />N J <br />O U 0 <br />z <br />Elmo W <br />V M � <br />N <br />�o <br />m N <br />z o � <br />N <br />C7 <br />'z'^^ <br />V O <br />LL <br />4 <br />w m <br />� <br />V <br />0 <br />V) <br />LU o <br />N <br />U c <br />=�J <br />U o <br />(D <br />¢ N O <br />• <br />Jz <br />W <br />M <br />z ¢ <br />z <br />z <br />U_ <br />E <br />=o <br />�o <br />>o <br /><� <br />n. O <br />� U <br />oLL <br />z <br />Ze <br />V <br />00 <br />a E <br />o <br />� V <br />1- <br />�a <br />4 O <br />a <br />m <br />I° <br />d <br />J <br />O U <br />Z F <br />¢� <br />o: <br />1z <br />g0 <br />az <br />W <br />m <br />¢ O <br />w <br />-Is <br />J <br />o <br />w� <br />>0 <br />5- <br />a <br />� 3 <br />c C)o <br />> (fl <br />' ^ <br />Ln <br />m--� <br />m <br />^' <br />co <br />O <br />j O <br />O <br />Y <br />r <br />oCD <br />CV <br />coco"� <br />Ln <br />r <br />• <br />Cn <br />Q <br />0cn <br />co <br />( <br />Ln <br />ILL N <br />C� <br />00 <br />n <br />c0 <br />Ln <br />o <br />co <br />Q <br />LO <br />� <br />r <br />M <br />o <br />Z <br />N <br />Z <br />7 v <br />E <br />N <br />1° <br />a <br />E <br />U � <br />Q p <br />4) <br />JOB <br />NO: <br />23-04656 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />i � 1 <br />