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3 <br />m <br />00 <br />N <br />rn <br />110 <br />v <br />e- <br />N <br />0 <br />9 <br />0 <br />I <br />m <br />DO <br />N <br />LO <br />v <br />N <br />0 <br />a <br />J <br />No <br />c�1 <br />LO <br />110 <br />cn� <br />0 <br />Y <br />Q <br />0 <br />O. <br />E <br />H <br />E <br />L <br />v <br />i <br />f <br />0 <br />U <br />_o <br />0 <br />cal <br />y <br />a22 <br />c <br />0 <br />•U <br />J <br />a> <br />L� <br />N <br />0 <br />J. <br />0 <br />0 <br />a. <br />N <br />CV <br />0 <br />N <br />M <br />0 <br />m <br />v <br />N <br />SIMPSON HGAMV <br />W/ <br />(4) 1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (2 <br />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. <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'± / <br />45° ± SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO 3 BRACE SCHEDULE FOR <br />SHEATHING DETAIL 2x4 KICKER 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 MAX 9r. <br />IF >9" SEE 10/S5 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 />@ 8'-0" 0/C. <br />o <br />EXTEND AT LEAST 90 /o OF <br />, `- DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EACH JOINT W/ (3) 1 Od <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" FROM <br />BOTTOM 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 />EACH JOINT w/ (3)1Od & (2)10d <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />2x8 P.T. GABLE TRUSS <br />EACH JOINT w/ (3)10d & <br />SIMPSON H2.5A w/ 10 8d <br />( ) <br />FROM LEDGER TO <br />• • TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />SILL 1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. •� <br />BLOCKING <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <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 (2) 16d <br />7l16" 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 />S S FROM <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7f <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />1 OdX3" @ 3" O/C <br />CORD ATTACHED TOENAILS <br />2"x4"LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6 O.C. <br />AND 12 O.C. FIELD <br />" <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 />INTO 2"x6" P.T. PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS ) <br />W/ 2 16d TOENAILS <br />() <br />2x4 ON TOP OF PANEL <br />2x4'7" ON TOP OF PANEL BLOCKING, <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <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 />THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />10dx3" @ 4" O/C <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />WEEP SCREED <br />FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6-0N <br />INSTALLED PER MA UF. <br />ATTACHED w/ (2)16d TOENAILS 1Odx3" 4" O/C <br />@ <br />TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. <br />SIMPSON SP2 w/ 12 10d <br />( ) <br />PLATE SPLICES w/ 3/16 x2 0 PLATE WASHER <br />SIMPSON META12 w/ 7 <br />() <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />DBL. TOP PLATE <br />NAILS AT EACH STUD <br />NOTE: IF EMBEDDED <br />10dx1 1/2" NAILS AT EA. <br />& (4)1/4"x2 1/4" TITEN 4'-0" O/C ALIGNED WITH <br />@ <br />SLOPE OF ADJACENT TRUSS) <br />STUD WALL (SEE TYP. SEC.) <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB <br />SECTION-2 <br />SECTION 3 <br />SECTION <br />4 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />S5 EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />S5 <br />S5 SCALE: N.T.S. <br />SCALE: N.T.S. <br />Srj <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9 <br />REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, <br />ON SHEET S5 FOR r IF >9" SEE 10/S5 <br />X-BRACING, AND TOP co"' " <br />N SEE STRUCTURAL <br />CHORD BLOCKING _ NOTES AND NAILING \ \ 1 <br />00 <br />INFORMATION oa SCHEDULE FOR Ix <br />SHEATHING DETAIL BACKNAIL w/ <br />1 1 1/ (2)16d NAILS <br />WOOD TRUSSES CD00 co 2"x4" CROSS BRACE <br />2X4 RAT RUN BRACING APPROX. 8" FROM <br />—L <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF 1 1 2" 1 1 2° EACH JOINT w/ (3) AT BEAST 90% OF WEB <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS 10d & (2)10d TOE LENGTH (SEE TABLE) <br />ATTACHED W/ 2 -16d�]t <br />NAILS @ EA. END GABLE TRUSS <br />AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" <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 OSB SHEATHING ATTACHED <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS W/ 1 Od NAILS @ 6" O.C. <br />2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF <br />0/C w/ (2) 16d (D = 0.207 , L = 41/2) OR EQUAL E ES AND 12" O.C. FIELD <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS <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 SEE PLAN FOR <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 "T" ON TOP OF PANEL <br />BLOCKING FASTEN WITH 1 2x4 BLOCKING W/ <br />EXT, WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS <br />NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION <br />SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 <br />ADDITIONAL INFORMATION. <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />(2)16d PER <br />JOINT <br />�- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. SJr <br />TOENAIL <br />(2)16d NA <br />12" <br />RSH SCHEDULE <br />ATTACHMENT <br />#2 SYP BLK'G @ 16" O.C. <br />Od x 0.131" <br />NAILS EA. SIDE <br />IT. 2x4 #2 SYP w/ 1 Od <br />XO.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 />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />a� • I�. �� l a j� m �� } ��� �� . ` �� l< <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 />SCALE: N.T.S. SrJ <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. SCJ <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 rM <br />SCALE: N.T.S. Srj <br />"L" BRACE W/ 10d @ 4" 0/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />a <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAMIOKTA 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)10d . <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <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 <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATION (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"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" 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 />11'-0" MAX. <br />k <br />a <br />z <br />Y CORNER JACK <br />U <br />tY <br />LLI <br />z <br />O <br />U <br />HIP FRAMING REFERENCE 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 />1 Od 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" 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 -� <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 BOTTO CHORD BRACING 2X4 MIN. <br />Ll <br />111 <br />cc <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 REQUIRED <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 />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <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 />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 />N <br />0 <br />® m -a <br />> W <br />aR o <br />ci <br />c m v N <br />a pO >e <br />12.__!4-O f.. <br />- cn N t <br />M SV tic <br />d <br />0 <br />3 � <br />L <br />N ,c <br />a <br />eS. �i F.i FIB IS'6�0 <br />• <br />J •®aN <br />r J <br />"�� <br />C� <br />CaO <br />z <br />r <br />•, I- 0 <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 />H <br />W� � E <br />11 <br />w CV o <br />v O 10 <br />0 N <br />of <br />M M v � LL <br />ai <br />a LL lau <br />JLL- <br />Z L—' rn o 5 <br />f0 Z <br />C <br />W 02OjO' m <br />z NZ ¢ J <br />Z N O U < <br />v <br />W ❑❑ <br />CD <br />z N o <br />o <br />� N <br />z o <br />a <br />N z <br />�4--J <br />N <br />W <br />O w <br />�N <br />(j <br />r— — E <br />wig_ <br />• <br />_. <br />0c <br />v 0 <br />wco <br />o <br />�w <br />co <br />o <br />Z <br />6E<� <br />CL8 <br />�o <br />o� <br />>� <br />za <br />B <br />Xo <br />°�� <br />00 <br />0 <br />c <br />C> C <br />Wa <br />¢o <br />o¢ <br />wz <br />oso <br />MO <br />oLL <br />zC <br />J <br />so <br />¢ " <br />z <br />cn <br />N <br />o< <br />go <br />a <br />LL <br />d <br />- W <br />U <br />$� <br />J Z <br /><< <br />=3 <br />7 F <br />J <br />o <br />� <br />�o <br />a ti <br />> Ln <br />' ^ <br />Y i <br />0 <br />6 <br />2 <br />cc <br />Q <br />0 <br />j <br />T <br />T <br />� <br />Y <br />TM <br />Y <br />a <br />CN <br />T <br />N <br />Q 04 <br />s— <br />ai <br />E <br />T <br />co <br />T N L j <br />o <br />z <br />Z <br />E �" <br />m <br />a <br />E <br />U Q 0 <br />a) <br />JOB <br />NO: 22-06463 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />