|
SIMPSON HGAM11
<br />W/
<br />(4)1/4"xl 1/2" SDS
<br />SCREWS
<br />TO BLOCKING & (1
<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 DETAILS (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 />UNSUPPORTED, MAX.AND FASTENERS. (MIN. FIRST 4 BAYS)
<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 10/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 BRACE SCHEDULE FOR
<br />APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO
<br />EXTEND AT LEAST 90% OF
<br />RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" O/C. WEB LENGTH & NOTCH AT '
<br />EACH JOINT W/ (3) @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE)
<br />& (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT
<br />EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d
<br />2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d &
<br />SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO
<br />1/2" CDX PLYWOOD OR END 'X BLOCKING
<br />7/16" OSB SHEATHING GYPSUM WALL BOARD
<br />ATTACHED W/ 10d GABLE TRUSS
<br />NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST '
<br />AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS CDX PLYWOOD OR 7/16"
<br />10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED
<br />w/ 10d NAILS @ 6 O.C.
<br />THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD
<br />INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)
<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 9
<br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
<br />f� DETAIL
<br />SCHEDULE FOR SHEATHING IF >9" SEE 10/S5
<br />�- DOUBLE TOP PLATE 2"x4" CROSS BRACE
<br />2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM
<br />FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND
<br />EACH JOINT w/ (3) 10d & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB
<br />TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE)
<br />2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS
<br />SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR
<br />1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING
<br />FIRST (4) ROWS OF (2)16d
<br />OSB SHEATHING ATTACHED ATTACHED w/ 10d NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12"
<br />771 AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD
<br />BOTTOM ATTACHED
<br />(2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C
<br />48" O.C. INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO
<br />MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
<br />MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
<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 TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2
<br />10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj
<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 />REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR _ .-
<br />X-BRACING, AND TOP f CO SEE STRUCTURAL
<br />CHORD BLOCKING N _ NOTES AND NAILING
<br />INFORMATION `° `� SCHEDULE FOR
<br />--ill. SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES 1/ (2)16d NAILS
<br />`� 00 00 2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />2X4 RAT RUN BRACING RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2 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 2) 2" x 4" LAMINATIONS W/ (1) ROW 2X4 PANEL BLOCKING
<br />( (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE 2 16d NAILS
<br />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 R • ( )
<br />2X4O/C L CKIN2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF
<br />TOENAILS EA. END NOTES: TRUSSES FROM EA.
<br />@ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP &
<br />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 />SPACE AS SHOWN FOR 3-PLY
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d
<br />NAILS AT EACH STUD
<br />SLOPE OF ADJACENT TRUSS
<br />STUD WALL (SEE TYP. SEC.)
<br />SECTION 3 SECTION 4
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5
<br />MAX. 9"
<br />UNSUPPORTED, 8d @ 6"0/C
<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/ 10d NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4)
<br />E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO
<br />JACK TRUSS BLOCKING & (4)1/4"X2 3/4"
<br />SEE PLAN FOR TITEN TO CMU
<br />CONNECTION
<br />OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I I:
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS
<br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING
<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. S5
<br />IINIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5
<br />CROSS BRACING DETAIL �_J 1
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<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/ 10d
<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 />I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila°
<br />`-CONT. BEARING
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 />TOENAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<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 LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-0" - 6-0" 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"xi 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS
<br />TO PLATES (TYP.)
<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 />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<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 />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/ 1Od NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -1
<br />SINGLE "L" BRACING DETAILS 6
<br />SCALE: N.T.S.
<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 />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />I q
<br />WM
<br />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 BOTTOM 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 />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 />' Flsllila'Z
<br />g�,���'
<br />IA
<br />F L
<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 />a� n
<br />W Q'.TE O M co r— at
<br />O N N ..J
<br />//yy N O� ID J LL
<br />y 7 to O N Xk LL,' W
<br />M Nor;- U-
<br />.
<br />a .MvI arc
<br />,n LJL LL d 0
<br />Z t °
<br />q� O w
<br />W inOO�Qaa
<br />a
<br />Z M N D_' z D O
<br />Z O C)) U
<br />W ❑❑❑
<br />z N
<br />z
<br />o g
<br />U J
<br />d �
<br />N
<br />M
<br />�Q) z
<br />0
<br />W �
<br />U
<br />O W o
<br />LnLn
<br />c
<br />� r—
<br />U m
<br />W J
<br />E mI $ Vi
<br />'
<br />U o •
<br />¢ N - sm
<br />CD
<br />M z m co m J z o
<br />a
<br />a E
<br />Z®
<br />oa
<br />co V ¢z wt
<br />R� �°
<br />U
<br />az '- 01
<br />it
<br />az
<br />NO E ao WW
<br />L C o m
<br />(3 Z o
<br />c Y o,
<br />ZF
<br />Cn a� <
<br />�w
<br />cn Z
<br />w o
<br />`% �! �< U
<br />fl_ N W
<br />U =
<br />2r �8 G
<br />ao
<br />J= _OD
<br />o w1W >°
<br />co a
<br />d or
<br />ZQ Uri
<br />C J
<br />0 rn
<br />^L, N
<br />W c
<br />cc
<br />> J N
<br />0--ft, a O
<br />C/ m .�
<br />W W
<br />Lo Z
<br />= T
<br />� r
<br />Lo
<br />o LO
<br />N= O a) LO r
<br />E M N o
<br />N
<br />z E O
<br />a 0 _j a o
<br />JOB NO: 21-1074
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />'0
<br />m
<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 9
<br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
<br />f� DETAIL
<br />SCHEDULE FOR SHEATHING IF >9" SEE 10/S5
<br />�- DOUBLE TOP PLATE 2"x4" CROSS BRACE
<br />2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM
<br />FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND
<br />EACH JOINT w/ (3) 10d & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB
<br />TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE)
<br />2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS
<br />SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR
<br />1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING
<br />FIRST (4) ROWS OF (2)16d
<br />OSB SHEATHING ATTACHED ATTACHED w/ 10d NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12"
<br />771 AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD
<br />BOTTOM ATTACHED
<br />(2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C
<br />48" O.C. INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO
<br />MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
<br />MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
<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 TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2
<br />10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj
<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 />REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR _ .-
<br />X-BRACING, AND TOP f CO SEE STRUCTURAL
<br />CHORD BLOCKING N _ NOTES AND NAILING
<br />INFORMATION `° `� SCHEDULE FOR
<br />--ill. SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES 1/ (2)16d NAILS
<br />`� 00 00 2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />2X4 RAT RUN BRACING RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2 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 2) 2" x 4" LAMINATIONS W/ (1) ROW 2X4 PANEL BLOCKING
<br />( (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE 2 16d NAILS
<br />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 R • ( )
<br />2X4O/C L CKIN2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF
<br />TOENAILS EA. END NOTES: TRUSSES FROM EA.
<br />@ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP &
<br />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 />SPACE AS SHOWN FOR 3-PLY
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d
<br />NAILS AT EACH STUD
<br />SLOPE OF ADJACENT TRUSS
<br />STUD WALL (SEE TYP. SEC.)
<br />SECTION 3 SECTION 4
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5
<br />MAX. 9"
<br />UNSUPPORTED, 8d @ 6"0/C
<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/ 10d NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4)
<br />E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO
<br />JACK TRUSS BLOCKING & (4)1/4"X2 3/4"
<br />SEE PLAN FOR TITEN TO CMU
<br />CONNECTION
<br />OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I I:
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS
<br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING
<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. S5
<br />IINIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5
<br />CROSS BRACING DETAIL �_J 1
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<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/ 10d
<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 />I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila°
<br />`-CONT. BEARING
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 />TOENAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<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 LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-0" - 6-0" 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"xi 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS
<br />TO PLATES (TYP.)
<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 />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<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 />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/ 1Od NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -1
<br />SINGLE "L" BRACING DETAILS 6
<br />SCALE: N.T.S.
<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 />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />I q
<br />WM
<br />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 BOTTOM 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 />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 />' Flsllila'Z
<br />g�,���'
<br />IA
<br />F L
<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 />a� n
<br />W Q'.TE O M co r— at
<br />O N N ..J
<br />//yy N O� ID J LL
<br />y 7 to O N Xk LL,' W
<br />M Nor;- U-
<br />.
<br />a .MvI arc
<br />,n LJL LL d 0
<br />Z t °
<br />q� O w
<br />W inOO�Qaa
<br />a
<br />Z M N D_' z D O
<br />Z O C)) U
<br />W ❑❑❑
<br />z N
<br />z
<br />o g
<br />U J
<br />d �
<br />N
<br />M
<br />�Q) z
<br />0
<br />W �
<br />U
<br />O W o
<br />LnLn
<br />c
<br />� r—
<br />U m
<br />W J
<br />E mI $ Vi
<br />'
<br />U o •
<br />¢ N - sm
<br />CD
<br />M z m co m J z o
<br />a
<br />a E
<br />Z®
<br />oa
<br />co V ¢z wt
<br />R� �°
<br />U
<br />az '- 01
<br />it
<br />az
<br />NO E ao WW
<br />L C o m
<br />(3 Z o
<br />c Y o,
<br />ZF
<br />Cn a� <
<br />�w
<br />cn Z
<br />w o
<br />`% �! �< U
<br />fl_ N W
<br />U =
<br />2r �8 G
<br />ao
<br />J= _OD
<br />o w1W >°
<br />co a
<br />d or
<br />ZQ Uri
<br />C J
<br />0 rn
<br />^L, N
<br />W c
<br />cc
<br />> J N
<br />0--ft, a O
<br />C/ m .�
<br />W W
<br />Lo Z
<br />= T
<br />� r
<br />Lo
<br />o LO
<br />N= O a) LO r
<br />E M N o
<br />N
<br />z E O
<br />a 0 _j a o
<br />JOB NO: 21-1074
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />'0
<br />m
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C
<br />48" O.C. INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO
<br />MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
<br />MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
<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 TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2
<br />10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj
<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 />REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR _ .-
<br />X-BRACING, AND TOP f CO SEE STRUCTURAL
<br />CHORD BLOCKING N _ NOTES AND NAILING
<br />INFORMATION `° `� SCHEDULE FOR
<br />--ill. SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES 1/ (2)16d NAILS
<br />`� 00 00 2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />2X4 RAT RUN BRACING RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2 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 2) 2" x 4" LAMINATIONS W/ (1) ROW 2X4 PANEL BLOCKING
<br />( (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE 2 16d NAILS
<br />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 R • ( )
<br />2X4O/C L CKIN2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF
<br />TOENAILS EA. END NOTES: TRUSSES FROM EA.
<br />@ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP &
<br />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 />SPACE AS SHOWN FOR 3-PLY
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d
<br />NAILS AT EACH STUD
<br />SLOPE OF ADJACENT TRUSS
<br />STUD WALL (SEE TYP. SEC.)
<br />SECTION 3 SECTION 4
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5
<br />MAX. 9"
<br />UNSUPPORTED, 8d @ 6"0/C
<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/ 10d NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4)
<br />E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO
<br />JACK TRUSS BLOCKING & (4)1/4"X2 3/4"
<br />SEE PLAN FOR TITEN TO CMU
<br />CONNECTION
<br />OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I I:
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS
<br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING
<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. S5
<br />IINIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5
<br />CROSS BRACING DETAIL �_J 1
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<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/ 10d
<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 />I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila°
<br />`-CONT. BEARING
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 />TOENAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<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 LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-0" - 6-0" 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"xi 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS
<br />TO PLATES (TYP.)
<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 />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<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 />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/ 1Od NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -1
<br />SINGLE "L" BRACING DETAILS 6
<br />SCALE: N.T.S.
<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 />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />I q
<br />WM
<br />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 BOTTOM 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 />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 />' Flsllila'Z
<br />g�,���'
<br />IA
<br />F L
<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 />a� n
<br />W Q'.TE O M co r— at
<br />O N N ..J
<br />//yy N O� ID J LL
<br />y 7 to O N Xk LL,' W
<br />M Nor;- U-
<br />.
<br />a .MvI arc
<br />,n LJL LL d 0
<br />Z t °
<br />q� O w
<br />W inOO�Qaa
<br />a
<br />Z M N D_' z D O
<br />Z O C)) U
<br />W ❑❑❑
<br />z N
<br />z
<br />o g
<br />U J
<br />d �
<br />N
<br />M
<br />�Q) z
<br />0
<br />W �
<br />U
<br />O W o
<br />LnLn
<br />c
<br />� r—
<br />U m
<br />W J
<br />E mI $ Vi
<br />'
<br />U o •
<br />¢ N - sm
<br />CD
<br />M z m co m J z o
<br />a
<br />a E
<br />Z®
<br />oa
<br />co V ¢z wt
<br />R� �°
<br />U
<br />az '- 01
<br />it
<br />az
<br />NO E ao WW
<br />L C o m
<br />(3 Z o
<br />c Y o,
<br />ZF
<br />Cn a� <
<br />�w
<br />cn Z
<br />w o
<br />`% �! �< U
<br />fl_ N W
<br />U =
<br />2r �8 G
<br />ao
<br />J= _OD
<br />o w1W >°
<br />co a
<br />d or
<br />ZQ Uri
<br />C J
<br />0 rn
<br />^L, N
<br />W c
<br />cc
<br />> J N
<br />0--ft, a O
<br />C/ m .�
<br />W W
<br />Lo Z
<br />= T
<br />� r
<br />Lo
<br />o LO
<br />N= O a) LO r
<br />E M N o
<br />N
<br />z E O
<br />a 0 _j a o
<br />JOB NO: 21-1074
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />'0
<br />m
<br />OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I I:
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS
<br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING
<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. S5
<br />IINIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5
<br />CROSS BRACING DETAIL �_J 1
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<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/ 10d
<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 />I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila°
<br />`-CONT. BEARING
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 />TOENAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<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 LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-0" - 6-0" 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"xi 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS
<br />TO PLATES (TYP.)
<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 />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<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 />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/ 1Od NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -1
<br />SINGLE "L" BRACING DETAILS 6
<br />SCALE: N.T.S.
<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 />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />I q
<br />WM
<br />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 BOTTOM 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 />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 />' Flsllila'Z
<br />g�,���'
<br />IA
<br />F L
<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 />a� n
<br />W Q'.TE O M co r— at
<br />O N N ..J
<br />//yy N O� ID J LL
<br />y 7 to O N Xk LL,' W
<br />M Nor;- U-
<br />.
<br />a .MvI arc
<br />,n LJL LL d 0
<br />Z t °
<br />q� O w
<br />W inOO�Qaa
<br />a
<br />Z M N D_' z D O
<br />Z O C)) U
<br />W ❑❑❑
<br />z N
<br />z
<br />o g
<br />U J
<br />d �
<br />N
<br />M
<br />�Q) z
<br />0
<br />W �
<br />U
<br />O W o
<br />LnLn
<br />c
<br />� r—
<br />U m
<br />W J
<br />E mI $ Vi
<br />'
<br />U o •
<br />¢ N - sm
<br />CD
<br />M z m co m J z o
<br />a
<br />a E
<br />Z®
<br />oa
<br />co V ¢z wt
<br />R� �°
<br />U
<br />az '- 01
<br />it
<br />az
<br />NO E ao WW
<br />L C o m
<br />(3 Z o
<br />c Y o,
<br />ZF
<br />Cn a� <
<br />�w
<br />cn Z
<br />w o
<br />`% �! �< U
<br />fl_ N W
<br />U =
<br />2r �8 G
<br />ao
<br />J= _OD
<br />o w1W >°
<br />co a
<br />d or
<br />ZQ Uri
<br />C J
<br />0 rn
<br />^L, N
<br />W c
<br />cc
<br />> J N
<br />0--ft, a O
<br />C/ m .�
<br />W W
<br />Lo Z
<br />= T
<br />� r
<br />Lo
<br />o LO
<br />N= O a) LO r
<br />E M N o
<br />N
<br />z E O
<br />a 0 _j a o
<br />JOB NO: 21-1074
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />'0
<br />m
<br />IINIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5
<br />CROSS BRACING DETAIL �_J 1
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<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/ 10d
<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 />I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila°
<br />`-CONT. BEARING
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 />TOENAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<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 LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-0" - 6-0" 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"xi 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS
<br />TO PLATES (TYP.)
<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 />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<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 />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/ 1Od NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -1
<br />SINGLE "L" BRACING DETAILS 6
<br />SCALE: N.T.S.
<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 />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />I q
<br />WM
<br />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 BOTTOM 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 />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 />' Flsllila'Z
<br />g�,���'
<br />IA
<br />F L
<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 />a� n
<br />W Q'.TE O M co r— at
<br />O N N ..J
<br />//yy N O� ID J LL
<br />y 7 to O N Xk LL,' W
<br />M Nor;- U-
<br />.
<br />a .MvI arc
<br />,n LJL LL d 0
<br />Z t °
<br />q� O w
<br />W inOO�Qaa
<br />a
<br />Z M N D_' z D O
<br />Z O C)) U
<br />W ❑❑❑
<br />z N
<br />z
<br />o g
<br />U J
<br />d �
<br />N
<br />M
<br />�Q) z
<br />0
<br />W �
<br />U
<br />O W o
<br />LnLn
<br />c
<br />� r—
<br />U m
<br />W J
<br />E mI $ Vi
<br />'
<br />U o •
<br />¢ N - sm
<br />CD
<br />M z m co m J z o
<br />a
<br />a E
<br />Z®
<br />oa
<br />co V ¢z wt
<br />R� �°
<br />U
<br />az '- 01
<br />it
<br />az
<br />NO E ao WW
<br />L C o m
<br />(3 Z o
<br />c Y o,
<br />ZF
<br />Cn a� <
<br />�w
<br />cn Z
<br />w o
<br />`% �! �< U
<br />fl_ N W
<br />U =
<br />2r �8 G
<br />ao
<br />J= _OD
<br />o w1W >°
<br />co a
<br />d or
<br />ZQ Uri
<br />C J
<br />0 rn
<br />^L, N
<br />W c
<br />cc
<br />> J N
<br />0--ft, a O
<br />C/ m .�
<br />W W
<br />Lo Z
<br />= T
<br />� r
<br />Lo
<br />o LO
<br />N= O a) LO r
<br />E M N o
<br />N
<br />z E O
<br />a 0 _j a o
<br />JOB NO: 21-1074
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />'0
<br />m
<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"xi 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS
<br />TO PLATES (TYP.)
<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 />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<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 />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/ 1Od NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -1
<br />SINGLE "L" BRACING DETAILS 6
<br />SCALE: N.T.S.
<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 />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />I q
<br />WM
<br />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 BOTTOM 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 />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 />' Flsllila'Z
<br />g�,���'
<br />IA
<br />F L
<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 />a� n
<br />W Q'.TE O M co r— at
<br />O N N ..J
<br />//yy N O� ID J LL
<br />y 7 to O N Xk LL,' W
<br />M Nor;- U-
<br />.
<br />a .MvI arc
<br />,n LJL LL d 0
<br />Z t °
<br />q� O w
<br />W inOO�Qaa
<br />a
<br />Z M N D_' z D O
<br />Z O C)) U
<br />W ❑❑❑
<br />z N
<br />z
<br />o g
<br />U J
<br />d �
<br />N
<br />M
<br />�Q) z
<br />0
<br />W �
<br />U
<br />O W o
<br />LnLn
<br />c
<br />� r—
<br />U m
<br />W J
<br />E mI $ Vi
<br />'
<br />U o •
<br />¢ N - sm
<br />CD
<br />M z m co m J z o
<br />a
<br />a E
<br />Z®
<br />oa
<br />co V ¢z wt
<br />R� �°
<br />U
<br />az '- 01
<br />it
<br />az
<br />NO E ao WW
<br />L C o m
<br />(3 Z o
<br />c Y o,
<br />ZF
<br />Cn a� <
<br />�w
<br />cn Z
<br />w o
<br />`% �! �< U
<br />fl_ N W
<br />U =
<br />2r �8 G
<br />ao
<br />J= _OD
<br />o w1W >°
<br />co a
<br />d or
<br />ZQ Uri
<br />C J
<br />0 rn
<br />^L, N
<br />W c
<br />cc
<br />> J N
<br />0--ft, a O
<br />C/ m .�
<br />W W
<br />Lo Z
<br />= T
<br />� r
<br />Lo
<br />o LO
<br />N= O a) LO r
<br />E M N o
<br />N
<br />z E O
<br />a 0 _j a o
<br />JOB NO: 21-1074
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />'0
<br />m
<br />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 BOTTOM 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 />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 />' Flsllila'Z
<br />g�,���'
<br />IA
<br />F L
<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 />a� n
<br />W Q'.TE O M co r— at
<br />O N N ..J
<br />//yy N O� ID J LL
<br />y 7 to O N Xk LL,' W
<br />M Nor;- U-
<br />.
<br />a .MvI arc
<br />,n LJL LL d 0
<br />Z t °
<br />q� O w
<br />W inOO�Qaa
<br />a
<br />Z M N D_' z D O
<br />Z O C)) U
<br />W ❑❑❑
<br />z N
<br />z
<br />o g
<br />U J
<br />d �
<br />N
<br />M
<br />�Q) z
<br />0
<br />W �
<br />U
<br />O W o
<br />LnLn
<br />c
<br />� r—
<br />U m
<br />W J
<br />E mI $ Vi
<br />'
<br />U o •
<br />¢ N - sm
<br />CD
<br />M z m co m J z o
<br />a
<br />a E
<br />Z®
<br />oa
<br />co V ¢z wt
<br />R� �°
<br />U
<br />az '- 01
<br />it
<br />az
<br />NO E ao WW
<br />L C o m
<br />(3 Z o
<br />c Y o,
<br />ZF
<br />Cn a� <
<br />�w
<br />cn Z
<br />w o
<br />`% �! �< U
<br />fl_ N W
<br />U =
<br />2r �8 G
<br />ao
<br />J= _OD
<br />o w1W >°
<br />co a
<br />d or
<br />ZQ Uri
<br />C J
<br />0 rn
<br />^L, N
<br />W c
<br />cc
<br />> J N
<br />0--ft, a O
<br />C/ m .�
<br />W W
<br />Lo Z
<br />= T
<br />� r
<br />Lo
<br />o LO
<br />N= O a) LO r
<br />E M N o
<br />N
<br />z E O
<br />a 0 _j a o
<br />JOB NO: 21-1074
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />'0
<br />m
<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 />' Flsllila'Z
<br />g�,���'
<br />IA
<br />F L
<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 />a� n
<br />W Q'.TE O M co r— at
<br />O N N ..J
<br />//yy N O� ID J LL
<br />y 7 to O N Xk LL,' W
<br />M Nor;- U-
<br />.
<br />a .MvI arc
<br />,n LJL LL d 0
<br />Z t °
<br />q� O w
<br />W inOO�Qaa
<br />a
<br />Z M N D_' z D O
<br />Z O C)) U
<br />W ❑❑❑
<br />z N
<br />z
<br />o g
<br />U J
<br />d �
<br />N
<br />M
<br />�Q) z
<br />0
<br />W �
<br />U
<br />O W o
<br />LnLn
<br />c
<br />� r—
<br />U m
<br />W J
<br />E mI $ Vi
<br />'
<br />U o •
<br />¢ N - sm
<br />CD
<br />M z m co m J z o
<br />a
<br />a E
<br />Z®
<br />oa
<br />co V ¢z wt
<br />R� �°
<br />U
<br />az '- 01
<br />it
<br />az
<br />NO E ao WW
<br />L C o m
<br />(3 Z o
<br />c Y o,
<br />ZF
<br />Cn a� <
<br />�w
<br />cn Z
<br />w o
<br />`% �! �< U
<br />fl_ N W
<br />U =
<br />2r �8 G
<br />ao
<br />J= _OD
<br />o w1W >°
<br />co a
<br />d or
<br />ZQ Uri
<br />C J
<br />0 rn
<br />^L, N
<br />W c
<br />cc
<br />> J N
<br />0--ft, a O
<br />C/ m .�
<br />W W
<br />Lo Z
<br />= T
<br />� r
<br />Lo
<br />o LO
<br />N= O a) LO r
<br />E M N o
<br />N
<br />z E O
<br />a 0 _j a o
<br />JOB NO: 21-1074
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />'0
<br />m
<br />'0
<br />m
<br />
|