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<br />W/
<br />(4) 1/4"xl 1/2" SDS
<br />SCREWS
<br />TO BLOCKING &
<br />1/4"X2 3/4"
<br />TITEN TO CMU
<br />2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
<br />SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND
<br />FASTENERS. (MIN, FIRST 4 BAYS)
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
<br />SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS---\
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
<br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
<br />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />MAX, 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS
<br />2x4 #2 SYP BLK'G @ 16" O.C. wl (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 />41'±
<br />45'
<br />SEESTRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CROI 3 BRACE
<br />SCHEDULEFOR
<br />�A
<br />APPROX. 8" FROM
<br />SHEATHING DETAIL KI KERN
<br />2x4 KICKER
<br />2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<br />@4
<br />@ 8'-0" O/C.
<br />&_O�O/C .
<br />EXTEND AT LEAST 90% OF
<br />EACH JOINT W/ (3) 1 Od
<br />1" 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 />GAB E TRUSS
<br />EACH JOINT w/ (3) 10d &
<br />FROM LEDGER TO
<br />SILL
<br />1/2" CDX PLYWOOD OR
<br />(2)10d TOE NAILS @ EA.
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />FATTACHEDW/10d
<br />END
<br />GYPSUM WALLBOARD
<br />GABLE TRUSS
<br />NAILS @ 6" O.C. EDGES
<br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
<br />112" CDX PLYWOOD OR 7/16"
<br />AND 12" O.C. FIELD
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />7'
<br />OSB SHEATHING ATTACHED
<br />1 OdX3" @ 3" OIC
<br />CORD ATTACHED WI(2)16d TOENAILS
<br />w/ 1 Od NAILS @ 6" O.C.
<br />. . .....
<br />6--
<br />THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD
<br />y
<br />EDGES AND 12" O.C. FIELD
<br />INTO 2" 6" 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 1 O/S5 SEE STRUCTURAL NOTES AND
<br />NAILING SCHEDULE FOR SHEATHING�
<br />DETAIL
<br />DOUBLE TOP PLATE
<br />2"x4" CROSS BRACE
<br />2x4 CROSS BRACE APPROX. 8"
<br />APPROX. 8" FROM
<br />FROM RIDGE FASTENED AT
<br />RIDGE FASTENED AT
<br />EACH JOINT wl (3) 1 Od & (2) 1 Od
<br />EACH JOINT w/ (3)
<br />TOE NAILS @ EA. END
<br />10d & (2) 10d TOE
<br />NAILS @ EA. END
<br />2x FRAME WALL (SEE WALL
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />1/2" CDX PLYWOOD OR 7/16"
<br />@ 48" O/C FOR THE
<br />OSB SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />77
<br />AND 12"O.C. FIELD
<br />END TYP. TOP &
<br />-t—t"4
<br />;;,
<br />--,,
<br />BOTTOM ATTACHED
<br />(2) 16d NAILS
<br />W/ (2) 16d TOENAILS
<br />2x4 PANEL BLOCKING @
<br />2x4 "T" ON T6P OF PANEL BLOCKING�' 2x BLO
<br />74" P.T. SILL NOTCH 1" BRACE HERE
<br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED \-WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
<br />1/2" x 8. "J" BOLT @ 48" O
<br />C
<br />x
<br />.
<br />.
<br />48" O.C. FOR CKING
<br />(2) 16d
<br />NAILS
<br />INSTALLED PER MANUF.
<br />.
<br />.
<br />@ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
<br />I MOISTURE BARRIER SIMPSON META1 2 wl (7) 1 0dx1 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 />"
<br />" "
<br />"
<br />"
<br />"
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
<br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
<br />MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
<br />SIMPSON META12 w/ (7)
<br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
<br />NOTE: IF EMBEDDED
<br />1 Odxl 1/2" NAILS AT EA.
<br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL
<br />SECTION
<br />TRUSS VERTICAL WEB (24"
<br />GABLE WEB SECTION_
<br />WEB, USE MSTAM36 w/ (7)
<br />O.C. MAX) w/ MIN. 4"
<br />1 Od NAILS & (4) 1/4"x2 114"
<br />SCALE: N.T.S.
<br />EMBEDMENT IN KO BLOCK
<br />SCALE: N.T.S.
<br />�5
<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
<br />AND FASTENERS. (MIN, FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />X-BRACING, AND TOP
<br />M CO
<br />SEE STRUCTURAL--,,,,.
<br />CHORD BLOCKING
<br />F
<br />NOTES AND NAILING
<br />x x
<br />INFORMATION
<br />00 00
<br />SCHEDULEFOR
<br />-111.
<br />SHEATHING DETAIL BACKNAIL wv/::;,
<br />WOOD TRUSSES
<br />2
<br />00 00
<br />(2) 16d NAILS
<br />2"x4" CROSS BRACE ----
<br />APPROX. 8" FROM
<br />2X4 RAT RUN BRACING
<br />RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF
<br />ivd-r
<br />EACH JOINT W/ (3)
<br />BOTT. CHORD FOR 4
<br />TRUSS SPANS
<br />'D�
<br />10d & (2) 10d TOE
<br />ATTACHED W/ 2 - 16d
<br />NAILS @ EA. END
<br />AT EA. TRUSS JOINT
<br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
<br />2A PANEL BLOCKING
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
<br />48" O/C FOR THE (2) 16d NAILS
<br />@ a
<br />2X4 BLOCKING @ 24"
<br />(D = 0. 148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
<br />FIRST (4) ROWS OF 4t
<br />OIC W/ (2) 16d
<br />TRUSSES FROM EA.
<br />TOENAILS @ EA. END
<br />NOTES:
<br />END TYP. TOP &
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
<br />BOTTOM ATTACHED
<br />MASONRY WALL
<br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
<br />W/ (2) 16d TOENAILS - - - IN,
<br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
<br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />NON - LOAD BEARI ON B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />PG LOCATI rD
<br />-0
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4" 1' � �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S. ss
<br />IINIMUM 2x
<br />�ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS)
<br />TOENAIL
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />------
<br />2"X4" MIN, SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />12"
<br />EE RSH SCHEDULE
<br />OR ATTACHMENT
<br />X4 #2 SYP BLWG @ 16" O.C.
<br />10d x 0.131"
<br />OENAILS EA. SIDE
<br />�ONT. 2x4 #2 SYP wl 1 Od
<br />XO. 131 @ 8" 0. C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL ('1 O'�
<br />SCALE: N.T.S.
<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 />MINIMUM (2) 16d PER JOINT
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 OIS5
<br />1" 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 />1 Odx3" @ 4" O/C
<br />-2X4 "T"ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />SIMPSON SP2 w/ (12) 10d
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE
<br />NAILS AT EACH STUD
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />SECTION 3 SECTION
<br />SCALE: N.T.S. '\' �5 SCALE: N.T.S.
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />1" 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 />- O.C.
<br />W/ 1 Od NAILS @ 6'
<br />EDGES AND 12" O.C. FIELD
<br />JACK TRUSS
<br />/,/--SEE PLAN FOR
<br />2X4 "T" ON TOP OF PANEL--/
<br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W1
<br />1 Odx3" @ 4" O/C (2) 12d TOENAILS
<br />SECTION 9
<br />1 r
<br />SCALE: N.T.S.
<br />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/ 1 Od @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />8d @ 6"O/C
<br />WOOD TRUSSES
<br />SIMPSON HGAM1 OKTA W/ (4)
<br />1/4"xl 1/2" SDS SCREWS TO
<br />BLOCKING & (4) 1/4"X2 3/4"
<br />TITEN TO CMU
<br />2 x 4 BLOCKING w/ (2) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" OIC (TYP)
<br />z
<br />W
<br />Rz
<br />NG wl (3) 1 Od x 3" AT
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />--BOND BEAM
<br />- MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. NON - LOAD
<br />BEARING LOCATION (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR SCALE: N.T,S.
<br />ADDITIONAL INFORMATION.
<br />1" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />"L" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />"L" BRACE
<br />2"4" (U.N,O.)
<br />1" BRACE
<br />24"
<br />0'0" - T-011
<br />31-0" - 61-0"
<br />6'-0" & GREATER
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />NOTE:
<br />1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT W/ (4) 1/4"xl 1/2' SIDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
<br />TO PLATES (TYP.)
<br />GABLE END BRACING DETAIL SCALE: 314"=1'-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />SIMPSON SP2 W/ (12)
<br />110d NAILS AT EACH
<br />STUD
<br />ENDJACK
<br />1 V-0" MAX.
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<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX
<br />2A BLOCKING-�' —2x4'7BLOCKING
<br />@ 48" O,C. 16d NAIL
<br />11"BRACE
<br />ATTACHED W/
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<br />10d NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS EB
<br />DOUBLE "L" BRACING DETAI
<br />SCALE: N.T.S.
<br />W
<br />2x4 "T" BLOCKING
<br />2x4 BL CKING @
<br />48" O.C.
<br />-- 11d NAIL
<br />1" BRACE ATTACHED--,"
<br />W/ 10d NAILS @ 4" O.0 .
<br />TYPICAL
<br />GABLE TRUSS WEB
<br />SINGLE "L" BRACING DETAIL
<br />6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />CKI
<br />48" O/C
<br />IT5Fz!1 ii GABLE TRUSS
<br />BLO NG @
<br />72 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. �5
<br />20'-0" MAX
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<br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />/BOTTOM
<br />@ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />BAYS
<br />THAT MY BE REQUIRED
<br />CHORD GABLE END BRACING
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
<br />@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />(� L
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />SCALE: N.T.S.
<br />2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (2) 10d AT
<br />EA. TRUSS (NOTE: BRACING MAY BE
<br />PLACED ON EITHER TOP OR BOTTOM OF
<br />THE BOTTOM CORD)
<br />COSMETIC DROP CEILING FRAMING
<br />W/ DROP CEILING BRACING DETAIL
<br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential
<br />7th Edition, Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages beading
<br />Engineer's signature and seal.
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<br />NO: 22-06569-06566
<br />SCALE
<br />AS NOTED
<br />SHEET NO.
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<br />S5
<br />
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