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LO <br />LO <br />E <br />v <br />N <br />0 <br />00 <br />rh <br />0 <br />J <br />-t- <br />0 <br />u7 <br />LO <br />O <br />Q <br />00 <br />LO <br />J <br />O <br />I <br />LO <br />v <br />C� <br />0 <br />Q <br />0 <br />3 <br />Q <br />N <br />N <br />i <br />E <br />9 <br />a <br />E <br />0 <br />v <br />J <br />T7 <br />ZO <br />V <br />v <br />0 <br />UI <br />U <br />N <br />.o <br />i <br />U <br />i <br />a <br />Z <br />c� <br />Y <br />i <br />0 <br />'U <br />0. <br />tZ <br />N <br />N\7 <br />N <br />ui <br />0 <br />0 <br />d <br />CV <br />CV <br />N <br />M <br />N <br />N <br />0 <br />0 <br />N <br />E2 <br />v <br />N <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. <br />MAX 9"" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) ---,\ <br />IF >9" SEE 1 O/S5 <br />BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45° ± SEESTRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACESCHEDULEFOR <br />SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO <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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />MAX. 9" <br />UNSUPPORTED, BACKNAIL w/ (2)16d NAILS <br />MAX 9 <br />IF >9" SEE 10/S5 <br />SEE STRUCTURAL NOTES AND UNSUPPORTED, <br />DETAIL <br />SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 <br />APPROX. 8 FROM <br />RIDGE FASTENED AT <br />S <br />EXTEND AT LEAST 90% OF <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH &NOTCH AT <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROMBOTTOM <br />CHORD (SEE TABLE <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />L BRACE TO EXTEND <br />EA. END @ 48 O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ 10 8d <br />( ) <br />EACH JOINT w/ (3)10d & (2) 10d <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 1Od & <br />FROM LEDGER TO <br />TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />SILL <br />1/2"CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />2x FRAME WALL SEE WALL <br />GABLE TRUSS <br />' <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />GABLE TRUSS <br />�� �� <br />1/2 CDX PLYWOOD OR 7/16 <br />@ 48" 0/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <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 />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />; NAILS <br />ATTACHED w/ 10d NAILS <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />p� 6" O.C. EDGES AND 12" <br />1 OdX3" @ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS 6 O.C. <br />@ <br />AND 12 O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />O.C. FIELD <br />THROUGH CHORD <br />EDGES AND 12" O.C. FIELD <br />(2) 16d NAILS <br />"T" <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />INTO 2"x6" P.T. PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />2"x6" P.T. SILL <br />2x4 PANEL BLOCKING @ 48" O.C. FOR <br />"L"BRACE <br />2x BLOCKING <br />W/ (2) 16d TOENAILS <br />2x4 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />WEEP SCREED <br />1/2"" x 8" "J" BOLT 48" O.C. <br />°� <br />NOTCH HERE THE FIRST (4) ROWS OF TRUSSES <br />2x4 "T" ON TOP OF PANEL <br />1Odx3" @ 4" O/C <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />WEEP SCREED FROM EA. END TYP. TOP & BOTTOM <br />BLOCKING, FASTEN WITH <br />SIMPSON HGA10KT w/ 4 <br />() <br />1/4"x1 1/2" SDS SCREWS TO <br />; <br />"J" <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS <br />10dx3" @ 4" O/C <br />TRUSS & (4)1/4"x3" SDS <br />SCREWS TO PLATES AT 24" O.C. <br />1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM <br />0 C MAX w/ MIN 4" EMBEDMENT IN KO BLOCK - <br />SIMPSON SP2 w/ (12) 1 Od <br />2x4 BLOCKING 2x4'IT" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4 <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N,T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB -� <br />SINGLE "L" BRACING DETAIL/ 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -i <br />SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) FASTENED WITH (3) <br />NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24'" GABLE WEB SECTION SECTION SECTION 16d PER SIDE " " <br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" <br />2 3 4 SCISSOR GABLE T BRACE 7 <br />1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. <br />TITEN ON OUTSIDE SCALE: N.T.S. S5 S5 S5 AS PER HIB 91 SCALE: N.T.S. S5 <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" <br />REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />ON SHEET S5 FOR <br />r <br />r <br />IF >9" SEE 10/S5 <br />X-BRACING, AND TOP <br />r <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />x x <br />INFORMATION <br />`° <br />00 <br />00 <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />WOOD TRUSSES <br />00 <br />1 1 <br />Co <br />1/ <br />2"x4" CROSS BRACE <br />(2) 16d NAILS <br />vz <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />1 <br />1 2" % <br />RIDGE FASTENED AT\ <br />X1 <br />"L" BRACE TO EXTEND <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />; <br />AT LEAST 90% OF WEB <br />-- <br />-- <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />ATTACHED W/ 2 -16d <br />1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW <br />(3) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OSB SHEATHING ATTACHED <br />SIMPSON HGAM10KTA <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" 0/C FOR THE <br />(2)16d NAILS <br />W/ 1od NAILS @ 6" O.C. <br />W/ <br />2X4 BLOCKING @ 24" <br />D = 0.148", L = 3" OR EQUAL <br />( - - ) <br />(D = 0.207", L - 4 1/2" OR EQUAL <br />- - ) (D = 0.207", L = 41/2") OR EQUAL <br />FIRST (4) ROWS OF <br />E ES AND 12" O.C. FIELD <br />(4) 1l4"xl 1/2" SDS <br />0/C w/ (2) 16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />JACK TRUSS <br />SCREWS <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />TO BLOCKING & 4 <br />() <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />w/ (2)16d TOENAILS <br />CONNECTION <br />1/4"X2 3/4" <br />TITEN TO CMU <br />ARCHITECTURAL FINISH <br />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 <br />(SPACE AS SHOWN FOR 3-PLY) <br />2x4 "T" ON TOP OF PANEL <br />- <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS <br />NON - LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING)F_,-, <br />SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g — <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ <br />11NIMUM 2x <br />'ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J l <br />12 <br />6.9 MAX. <br />SCALE: N.T.S. <br />TOENAIL i <br />(2)16d NA <br />12" <br />SH SCHEDULE <br />TTACHMENT <br />SYP BLK'G @ 16" O.C. <br />I x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 1 Old <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />S5 <br />11 i al . li ° II• a. j <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />\-MINIMUM (2) 16d PER JOINT �-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. Srj <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAMI OKTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2) 1Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <br />z <br />w <br />\.BRACING w/ (3) 10d x 3" AT <br />EACH CONN. @ 24" O/C <br />\-MOISTURE BARRIER <br />-BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <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"4" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-O" - 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"xY SDS SCREWS <br />TO PLATES (TYP.) <br />GABLE TRUSS <br />STUDS @ 16" O.C. <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 />END JACK <br />1 V-0" MAX. <br />Li <br />d <br />2 <br />U CORNERJACK <br />< <br />w <br />z <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />hL1 <br />II <br />q611111 <br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIREDZ <br />BOTTOM CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 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 />AS PER BCSI <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 />SCISSOR TRUSS <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 />v3 d O <br />N _ `') <br />o t� <br />o� W <br />C:)�wt� <br />LO 4 J s <br />'U <br />-1 i� 0 0 <br />Uj <br />CV <br />N <br />0 <br />N <br />M <br />��`�gil:ile�sp7 N <br />LEI <br />•' <br />No .7 5C� ` <br />° <br />� ° STATE OF °•4 � <br />01 <br />•. d� •°+14r,M <br />d�a�g (i' <br />g-;a`. <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 />LO <br />W E CC)4 <br />N N c <br />00 N <br />u_ <br />o c ion <br />_� <br />0 5 � 00 N ik LL W <br />M co C—, U- w a <br />0�c LL a Y <br />cl <br />a M U u_ <br />ii (p of 0 J <br />¢ ¢ d <br />Z Co C5 a <br />C. of N O <br />Z O U U <br />z <br />co 1�2 <br />N M <br />0 <br />z <br />z Q <br />o� QQN <br />J <br />N <br />M <br />l/i Z a <br />U `o <br />Ca w <br />O w o <br />V1 : <br />�N <br />ws <br />U � <br />LU <br />E <br />In 0 m 8 <br />ai <br />u <br />L <br />U o N <br />W <br />N m <br />®Q <br />l- <br />C) <br />I <br />JZ <br />w <br />M <br />M <br />J <br />z <br />O <br />- <br />Z <br />4 <br />2 <br />'_'_ <br />;= E <br />o <br />E <br />z o <br />�� <br />1 o <br />Z® <br />�& <br />v <br /><_ <br />t- <br />XO <br />¢ ¢ <br />OO <br />0 <br />0 <br />o <br />CA <br />¢ <br />W, <br />¢ o <br />ww <br />d L <br />(6 <br />Ln CZ <br />- <br />�S <br />m 0 <br />O <br />0" <br />(n J <br />a ° <br />¢w <br />z z <br />IBM <br />4] <br />�� <br />zo <br />O <br />a <br />nw <br />-) <br />¢ o <br />d� <br /><, <br />o <br />C.p <br />>° <br />a r <br />0�3 <br />� <br />oz¢ <br />0 <br />.0 r <br />T <br />li <br />> Ln <br />`A' <br />LO <br />rn <br />m <br />Q <br />0 <br />/LO� <br />00 <br />S�� <br />L <br />N <br />j <br />Y <br />r <br />U <br />o <br />//1 <br />QI <br />� N <br />� <br />Q <br />L1 J <br />� <br />M <br />T <br />E <br />00 iri N <br />Z <br />z <br />E M <br />iR a <br />U _j Q 0 <br />� <br />JOB <br />NO: 22-02401 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />