|
0
<br />cn
<br />0
<br />0
<br />J
<br />to
<br />NO
<br />N
<br />Q
<br />0
<br />0
<br />J
<br />to
<br />a
<br />N
<br />a)
<br />0
<br />0
<br />J
<br />0
<br />N
<br />N
<br />SIMPSON HGAM1(
<br />w/
<br />(4)1/4"x1 1/2" SDS
<br />SCREWS
<br />TO BLOCKING & (i
<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 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 />UNSUPPORTED, 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />UNS
<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 />/
<br />45' ±
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CRO BRACE
<br />SCHEDULE FOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAIL 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)10d 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) 1 Od &
<br />FROM LEDGER TO
<br />• SILL
<br />1/2" CDX PLYWOOD OR
<br />(2)10d TOE NAILS @ EA. •
<br />BLOCKING
<br />'
<br />7116" 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 />'
<br />AND 12" O.C. FIELD
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />OSB SHEATHING ATTACHED
<br />10dX3" @ 3" 0/C
<br />CORD ATTACHED W/ (2)16d TOENAILS
<br />w/ 10d NAILS @ 6" O.C.
<br />THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD
<br />EDGES AND 12" O.C. FIELD
<br />INTO 2"x6" P T PLATE
<br />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
<br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
<br />NAILING SCHEDULE FOR SHEATHING
<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
<br />EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3)
<br />TOE NAILS @ EA. END 10d & (2)10d TOE
<br />2x FRAME WALL (SEE WALL NAILS @ EA. END
<br />SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING
<br />112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE
<br />OSB SHEATHING ATTACHED FIRST (4) ROWS OF
<br />W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA.
<br />AND 12" O.C. FIELD END TYP, TOP &
<br />• (2)16d NAILS BOTTOM ATTACHED
<br />W/ (2) 16d TOENAILS
<br />2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
<br />2x4 TE ON TOP 0d PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES
<br />FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 CL() 2x4 "T" ON TOP OF PANEL
<br />(2)16d
<br />NAILS
<br />@ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 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" 0/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 - 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 @ 4'4" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2
<br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5
<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
<br />REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST BAYS)
<br />ON SHEET S5 FOR r r
<br />X-BRACING, AND TOP r SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION coSCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES - 1/ (2)16d NAILS
<br />`° 0 co 2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />2x4 RAT RUN BRACING
<br />AT 24" O.C. ON TOP OF 2" RIDGE FASTENED AT
<br />X
<br />BOTT. CHORD FOR 4 EACH JOINT w/ (3)
<br />TRUSS SPANS It
<br />10d & (2)10d TOE
<br />ATTACHED W/ 2 -16d NAILS @ EA. END
<br />AT EA. TRUSS JOINT (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 2x4 PANEL BLOCKING
<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
<br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ FIRST (4) ROWS OF
<br />O/C w/ (2) 16d (D - 0.207 , L = 4 1/2") OR EQUAL
<br />TRUSSES 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 />SPACE AS SHOWN FOR 3-PLY
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/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 />10dx3" @ 4" O/C
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d
<br />NAILS AT EACH STUD
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />SECTION 3 SECTION 4
<br />SCALE: N.T.S. SCALE: N.T.S.S5 55
<br />MAX. 9"
<br />UNSUPPORTED, 8d @ 6"O/C
<br />IF >9" SEE 10/S5 t-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. SIMPSON HGAMI OKTA 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
<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 2x4 BLOCKING WI
<br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1odx3 @ 4 0/C (2)12d TOENAILS
<br />NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION
<br />0 g
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5
<br />11NIMUM 2x
<br />-ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />..,., .....,--- .......,......... . ,...0 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />S5
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<br />S5
<br />GABLE TRUSS
<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. SrJ
<br />L" BRACE W/ 1Od @ 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 SCALE: N.T.S.
<br />2 x 4 BLOCKING w/ (2)1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<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. a� NON - LOAD
<br />BEARING LOCATION UNEVEN CLG.
<br />� ) E
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ
<br />ADDITIONAL INFORMATION.
<br />20'-0" MAX
<br />'7 BRACE SEE DET. J/S5 n
<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 />2x4'7 BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4" O,C�
<br />TYPICAL 11
<br />GABLE TRUSS WEB
<br />SINGLE "L" BRACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" OIC 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 BOTTO CHORD BRACING 2X4 MIN.
<br />LlI
<br />=i
<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 LBOTTOM 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 I 1
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCALE: N.T.S.
<br />I
<br />"L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT
<br />PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE
<br />WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF
<br />24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD)
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<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" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<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 />^^ ^
<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 />10d NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<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 />0
<br />N
<br />as
<br />N
<br />0
<br />750 .6*
<br />M
<br />; Crr =
<br />' }: lu
<br />ft
<br />y ti� t
<br />�. 6
<br />S" jC�t
<br />To the best of the Engineers 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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />to LO
<br />i• o f ^
<br />Q o m co t-
<br />CN
<br />at
<br />_N pp
<br />6 SI O J u-
<br />C ,� c0 IDW
<br />0)cn��D w a
<br />a �Mv o- Y
<br />vl
<br />�--- aW,0
<br />y 0
<br />0
<br />i_ L N V C) �
<br />Q: — — W LL0_j
<br />ILWc-n2-°'. ¢ a
<br />a
<br />Z N Nz QQ W 0
<br />(30 U U
<br />W ❑ ❑ ❑
<br />Z N O
<br />161
<br />wool
<br />o
<br />z
<br />z a
<br />J
<br />C]-
<br />M
<br />Z a
<br />o
<br />w
<br />V
<br />OL,o
<br />�Ln
<br />Ln
<br />U
<br />�
<br />i/ R
<br />w 1
<br />p N
<br />o �w
<br />MZ
<br />o
<br />1? E O < N
<br />z®
<br />E
<br />'T f6 R o o o
<br />&a a
<br />o wo wz
<br />! L <a mo
<br />U) Y O 1�1.
<br />U
<br />m Z
<br />- C h z
<br />}Z
<br />80
<br />'� ¢M �z
<br />2 om go
<br />a
<br />�- ~�
<br />C> Jz �3
<br />¢Y K=
<br />o FW ao
<br />zl<
<br />E2
<br />> I.()
<br />0 rn
<br />^ f0
<br />L1/ 0
<br />L �
<br />v O
<br />Q Y OCL O
<br />I—"C `° o h
<br />T
<br />r cc o
<br />T IT
<br />co ,--
<br />N (� p
<br />ca
<br />CV Z
<br />z E �' m
<br />E c
<br />(L U J Q J
<br />JOB NO: 21-2026
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />«,
<br />-
<br />....-
<br />. 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _.
<br />2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
<br />2x4 TE ON TOP 0d PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES
<br />FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 CL() 2x4 "T" ON TOP OF PANEL
<br />(2)16d
<br />NAILS
<br />@ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 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" 0/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 - 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 @ 4'4" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2
<br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5
<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
<br />REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST BAYS)
<br />ON SHEET S5 FOR r r
<br />X-BRACING, AND TOP r SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION coSCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES - 1/ (2)16d NAILS
<br />`° 0 co 2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />2x4 RAT RUN BRACING
<br />AT 24" O.C. ON TOP OF 2" RIDGE FASTENED AT
<br />X
<br />BOTT. CHORD FOR 4 EACH JOINT w/ (3)
<br />TRUSS SPANS It
<br />10d & (2)10d TOE
<br />ATTACHED W/ 2 -16d NAILS @ EA. END
<br />AT EA. TRUSS JOINT (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 2x4 PANEL BLOCKING
<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
<br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ FIRST (4) ROWS OF
<br />O/C w/ (2) 16d (D - 0.207 , L = 4 1/2") OR EQUAL
<br />TRUSSES 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 />SPACE AS SHOWN FOR 3-PLY
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/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 />10dx3" @ 4" O/C
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d
<br />NAILS AT EACH STUD
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />SECTION 3 SECTION 4
<br />SCALE: N.T.S. SCALE: N.T.S.S5 55
<br />MAX. 9"
<br />UNSUPPORTED, 8d @ 6"O/C
<br />IF >9" SEE 10/S5 t-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. SIMPSON HGAMI OKTA 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
<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 2x4 BLOCKING WI
<br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1odx3 @ 4 0/C (2)12d TOENAILS
<br />NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION
<br />0 g
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5
<br />11NIMUM 2x
<br />-ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />..,., .....,--- .......,......... . ,...0 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />S5
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<br />S5
<br />GABLE TRUSS
<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. SrJ
<br />L" BRACE W/ 1Od @ 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 SCALE: N.T.S.
<br />2 x 4 BLOCKING w/ (2)1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<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. a� NON - LOAD
<br />BEARING LOCATION UNEVEN CLG.
<br />� ) E
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ
<br />ADDITIONAL INFORMATION.
<br />20'-0" MAX
<br />'7 BRACE SEE DET. J/S5 n
<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 />2x4'7 BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4" O,C�
<br />TYPICAL 11
<br />GABLE TRUSS WEB
<br />SINGLE "L" BRACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" OIC 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 BOTTO CHORD BRACING 2X4 MIN.
<br />LlI
<br />=i
<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 LBOTTOM 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 I 1
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCALE: N.T.S.
<br />I
<br />"L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT
<br />PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE
<br />WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF
<br />24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD)
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<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" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<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 />^^ ^
<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 />10d NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<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 />0
<br />N
<br />as
<br />N
<br />0
<br />750 .6*
<br />M
<br />; Crr =
<br />' }: lu
<br />ft
<br />y ti� t
<br />�. 6
<br />S" jC�t
<br />To the best of the Engineers 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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />to LO
<br />i• o f ^
<br />Q o m co t-
<br />CN
<br />at
<br />_N pp
<br />6 SI O J u-
<br />C ,� c0 IDW
<br />0)cn��D w a
<br />a �Mv o- Y
<br />vl
<br />�--- aW,0
<br />y 0
<br />0
<br />i_ L N V C) �
<br />Q: — — W LL0_j
<br />ILWc-n2-°'. ¢ a
<br />a
<br />Z N Nz QQ W 0
<br />(30 U U
<br />W ❑ ❑ ❑
<br />Z N O
<br />161
<br />wool
<br />o
<br />z
<br />z a
<br />J
<br />C]-
<br />M
<br />Z a
<br />o
<br />w
<br />V
<br />OL,o
<br />�Ln
<br />Ln
<br />U
<br />�
<br />i/ R
<br />w 1
<br />p N
<br />o �w
<br />MZ
<br />o
<br />1? E O < N
<br />z®
<br />E
<br />'T f6 R o o o
<br />&a a
<br />o wo wz
<br />! L <a mo
<br />U) Y O 1�1.
<br />U
<br />m Z
<br />- C h z
<br />}Z
<br />80
<br />'� ¢M �z
<br />2 om go
<br />a
<br />�- ~�
<br />C> Jz �3
<br />¢Y K=
<br />o FW ao
<br />zl<
<br />E2
<br />> I.()
<br />0 rn
<br />^ f0
<br />L1/ 0
<br />L �
<br />v O
<br />Q Y OCL O
<br />I—"C `° o h
<br />T
<br />r cc o
<br />T IT
<br />co ,--
<br />N (� p
<br />ca
<br />CV Z
<br />z E �' m
<br />E c
<br />(L U J Q J
<br />JOB NO: 21-2026
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />«,
<br />-
<br />....-
<br />. 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _.
<br />OF THE LAST LAMINATION ( ) 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 INFORMATION BLOCKING FASTEN WITH 2x4 BLOCKING WI
<br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1odx3 @ 4 0/C (2)12d TOENAILS
<br />NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION
<br />0 g
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5
<br />11NIMUM 2x
<br />-ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />..,., .....,--- .......,......... . ,...0 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />S5
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<br />S5
<br />GABLE TRUSS
<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. SrJ
<br />L" BRACE W/ 1Od @ 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 SCALE: N.T.S.
<br />2 x 4 BLOCKING w/ (2)1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<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. a� NON - LOAD
<br />BEARING LOCATION UNEVEN CLG.
<br />� ) E
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ
<br />ADDITIONAL INFORMATION.
<br />20'-0" MAX
<br />'7 BRACE SEE DET. J/S5 n
<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 />2x4'7 BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4" O,C�
<br />TYPICAL 11
<br />GABLE TRUSS WEB
<br />SINGLE "L" BRACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" OIC 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 BOTTO CHORD BRACING 2X4 MIN.
<br />LlI
<br />=i
<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 LBOTTOM 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 I 1
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCALE: N.T.S.
<br />I
<br />"L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT
<br />PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE
<br />WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF
<br />24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD)
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<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" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<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 />^^ ^
<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 />10d NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<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 />0
<br />N
<br />as
<br />N
<br />0
<br />750 .6*
<br />M
<br />; Crr =
<br />' }: lu
<br />ft
<br />y ti� t
<br />�. 6
<br />S" jC�t
<br />To the best of the Engineers 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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />to LO
<br />i• o f ^
<br />Q o m co t-
<br />CN
<br />at
<br />_N pp
<br />6 SI O J u-
<br />C ,� c0 IDW
<br />0)cn��D w a
<br />a �Mv o- Y
<br />vl
<br />�--- aW,0
<br />y 0
<br />0
<br />i_ L N V C) �
<br />Q: — — W LL0_j
<br />ILWc-n2-°'. ¢ a
<br />a
<br />Z N Nz QQ W 0
<br />(30 U U
<br />W ❑ ❑ ❑
<br />Z N O
<br />161
<br />wool
<br />o
<br />z
<br />z a
<br />J
<br />C]-
<br />M
<br />Z a
<br />o
<br />w
<br />V
<br />OL,o
<br />�Ln
<br />Ln
<br />U
<br />�
<br />i/ R
<br />w 1
<br />p N
<br />o �w
<br />MZ
<br />o
<br />1? E O < N
<br />z®
<br />E
<br />'T f6 R o o o
<br />&a a
<br />o wo wz
<br />! L <a mo
<br />U) Y O 1�1.
<br />U
<br />m Z
<br />- C h z
<br />}Z
<br />80
<br />'� ¢M �z
<br />2 om go
<br />a
<br />�- ~�
<br />C> Jz �3
<br />¢Y K=
<br />o FW ao
<br />zl<
<br />E2
<br />> I.()
<br />0 rn
<br />^ f0
<br />L1/ 0
<br />L �
<br />v O
<br />Q Y OCL O
<br />I—"C `° o h
<br />T
<br />r cc o
<br />T IT
<br />co ,--
<br />N (� p
<br />ca
<br />CV Z
<br />z E �' m
<br />E c
<br />(L U J Q J
<br />JOB NO: 21-2026
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />«,
<br />-
<br />....-
<br />. 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _.
<br />11NIMUM 2x
<br />-ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />..,., .....,--- .......,......... . ,...0 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />S5
<br />12
<br />6.9 MAX.
<br />SCALE: N.T.S.
<br />S5
<br />GABLE TRUSS
<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. SrJ
<br />L" BRACE W/ 1Od @ 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 SCALE: N.T.S.
<br />2 x 4 BLOCKING w/ (2)1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<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. a� NON - LOAD
<br />BEARING LOCATION UNEVEN CLG.
<br />� ) E
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ
<br />ADDITIONAL INFORMATION.
<br />20'-0" MAX
<br />'7 BRACE SEE DET. J/S5 n
<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 />2x4'7 BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4" O,C�
<br />TYPICAL 11
<br />GABLE TRUSS WEB
<br />SINGLE "L" BRACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" OIC 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 BOTTO CHORD BRACING 2X4 MIN.
<br />LlI
<br />=i
<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 LBOTTOM 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 I 1
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCALE: N.T.S.
<br />I
<br />"L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT
<br />PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE
<br />WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF
<br />24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD)
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<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" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<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 />^^ ^
<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 />10d NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<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 />0
<br />N
<br />as
<br />N
<br />0
<br />750 .6*
<br />M
<br />; Crr =
<br />' }: lu
<br />ft
<br />y ti� t
<br />�. 6
<br />S" jC�t
<br />To the best of the Engineers 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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />to LO
<br />i• o f ^
<br />Q o m co t-
<br />CN
<br />at
<br />_N pp
<br />6 SI O J u-
<br />C ,� c0 IDW
<br />0)cn��D w a
<br />a �Mv o- Y
<br />vl
<br />�--- aW,0
<br />y 0
<br />0
<br />i_ L N V C) �
<br />Q: — — W LL0_j
<br />ILWc-n2-°'. ¢ a
<br />a
<br />Z N Nz QQ W 0
<br />(30 U U
<br />W ❑ ❑ ❑
<br />Z N O
<br />161
<br />wool
<br />o
<br />z
<br />z a
<br />J
<br />C]-
<br />M
<br />Z a
<br />o
<br />w
<br />V
<br />OL,o
<br />�Ln
<br />Ln
<br />U
<br />�
<br />i/ R
<br />w 1
<br />p N
<br />o �w
<br />MZ
<br />o
<br />1? E O < N
<br />z®
<br />E
<br />'T f6 R o o o
<br />&a a
<br />o wo wz
<br />! L <a mo
<br />U) Y O 1�1.
<br />U
<br />m Z
<br />- C h z
<br />}Z
<br />80
<br />'� ¢M �z
<br />2 om go
<br />a
<br />�- ~�
<br />C> Jz �3
<br />¢Y K=
<br />o FW ao
<br />zl<
<br />E2
<br />> I.()
<br />0 rn
<br />^ f0
<br />L1/ 0
<br />L �
<br />v O
<br />Q Y OCL O
<br />I—"C `° o h
<br />T
<br />r cc o
<br />T IT
<br />co ,--
<br />N (� p
<br />ca
<br />CV Z
<br />z E �' m
<br />E c
<br />(L U J Q J
<br />JOB NO: 21-2026
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />«,
<br />-
<br />....-
<br />. 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _.
<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 LBOTTOM 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 I 1
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCALE: N.T.S.
<br />I
<br />"L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT
<br />PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE
<br />WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF
<br />24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD)
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<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" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<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 />^^ ^
<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 />10d NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<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 />0
<br />N
<br />as
<br />N
<br />0
<br />750 .6*
<br />M
<br />; Crr =
<br />' }: lu
<br />ft
<br />y ti� t
<br />�. 6
<br />S" jC�t
<br />To the best of the Engineers 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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />to LO
<br />i• o f ^
<br />Q o m co t-
<br />CN
<br />at
<br />_N pp
<br />6 SI O J u-
<br />C ,� c0 IDW
<br />0)cn��D w a
<br />a �Mv o- Y
<br />vl
<br />�--- aW,0
<br />y 0
<br />0
<br />i_ L N V C) �
<br />Q: — — W LL0_j
<br />ILWc-n2-°'. ¢ a
<br />a
<br />Z N Nz QQ W 0
<br />(30 U U
<br />W ❑ ❑ ❑
<br />Z N O
<br />161
<br />wool
<br />o
<br />z
<br />z a
<br />J
<br />C]-
<br />M
<br />Z a
<br />o
<br />w
<br />V
<br />OL,o
<br />�Ln
<br />Ln
<br />U
<br />�
<br />i/ R
<br />w 1
<br />p N
<br />o �w
<br />MZ
<br />o
<br />1? E O < N
<br />z®
<br />E
<br />'T f6 R o o o
<br />&a a
<br />o wo wz
<br />! L <a mo
<br />U) Y O 1�1.
<br />U
<br />m Z
<br />- C h z
<br />}Z
<br />80
<br />'� ¢M �z
<br />2 om go
<br />a
<br />�- ~�
<br />C> Jz �3
<br />¢Y K=
<br />o FW ao
<br />zl<
<br />E2
<br />> I.()
<br />0 rn
<br />^ f0
<br />L1/ 0
<br />L �
<br />v O
<br />Q Y OCL O
<br />I—"C `° o h
<br />T
<br />r cc o
<br />T IT
<br />co ,--
<br />N (� p
<br />ca
<br />CV Z
<br />z E �' m
<br />E c
<br />(L U J Q J
<br />JOB NO: 21-2026
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />«,
<br />-
<br />....-
<br />. 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _.
<br />«,
<br />-
<br />....-
<br />. 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _.
<br />
|