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<br />SIMPSON HGAM1(
<br />W/
<br />(4)1/4"xl 1/2"SDS
<br />SCREWS
<br />TO BLOCKING & (4
<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 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 SHEA-THING
<br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />BACKNAIL w/ (2) 16d NAILS
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 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 SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
<br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />IF >91' SEE 10/S5
<br />�BACKNAIL w/ (2) 16d NAILS MAX. 9" BACKNAI L w/ (2) 16d NAILS
<br />UNSUPPORTED,
<br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
<br />�7R SCHEDULE FOR SHEATHING DETAIL
<br />v
<br />LI'UF
<br />45*±
<br />45'
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CRO§§
<br />BRACE
<br />SCHEDULE FOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAILY
<br />2x4 KICKER
<br />KI
<br />2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<br />SKER
<br />@4
<br />@ 8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />EACHJOINTW/(3) 10d
<br />Ir
<br />1" BRACE TO EXTEND
<br />2x4CROSSBRACE
<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/ (110) 8d
<br />2x8 P.T.
<br />ABLE 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 />\75�-
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />END
<br />ATTACHED W/ 10d
<br />GYPSUM WALL BOARD
<br />�
<br />7-
<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 />AND 12" O.C. FIELD
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />OSB SHEATHING ATTACHED
<br />1 OdX3" @ 3" O/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 />$
<br />EDGES AND 12" O.C. FIELD
<br />FN
<br />1
<br />INTO 2"x6" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />NAILING SCHEDULE FOR
<br />SHEATHING�
<br />_
<br />DETAIL
<br />2"x4" CROSS BRACE-\
<br />APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />DOUBLE TOP PLATE
<br />EACH JOINT w/ (3) 1 Od
<br />2x4 CROSS BRACE APPROX. 8"
<br />& (2) 1 Od TOE NAILS @
<br />FROM RIDGE FASTENED AT
<br />EA. END
<br />EACH JOINT w/ (3) 1 Od & (2) 1 Od
<br />(NOT REQ'D WHEN
<br />TOE NAILS @ EA. END
<br />GABLE IS 4t-1 " OR
<br />2x FRAME WALL (SEE WALL
<br />SHORTER)
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />,,--11/2" CDX PLYWOOD OR 7/16"
<br />@ 48' O/C FOR THE
<br />(2) 16d
<br />OSB SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />END TYP, TOP &
<br />AND 12" O.C. FIELD
<br />BOTTOM ATTACHED
<br />(2) 16d NAILS
<br />W/ (2) 16d TOENAILS
<br />.
<br />.
<br />KIN 2"x6" P.T. SILL :
<br />NOTCH "L" BRACE HERE FOR 2x I I I
<br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O
<br />C
<br />"I THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1
<br />4K
<br />2x4 7'ON T6P OF PANEL BLOC G 2x4 PANEL BLOCKING @ 48" O.0 BLOCKING
<br />.
<br />.
<br />INSTALLED PER MANUF. WEEP SCREED FROM EA, END TYP. TOP & BOTTOM
<br />SIMPSON HGA10KTw/ (4)1/4"xl 1/2" SDS SCREWS TO
<br />@ 48" O.C. 0" BLOCKING, FASTEN WITH
<br />SIMPSON METAII 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'- INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
<br />"
<br />" "
<br />"
<br />"
<br />"
<br />MOISTURE BARRIER 1063" @ 4" O/C
<br />1/2
<br />x 8
<br />J
<br />BOLT @ 32
<br />O.C. MINIMUM 6
<br />FROM
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
<br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
<br />SIMPSON METAII 2 w/ (7)
<br />NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL
<br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" -
<br />SECTION ri TRUSS VERTICAL WEB (24-- GABLE WEB SECTION 2�
<br />1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE SCALE: N.T.S. �5
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />X-BRACING, AND TOP SEE STRUCTURAL--,,,,_
<br />CHORD BLOCKING NOTES AND NAILING
<br />;o go
<br />INFORMATION SCHEDULEFOR
<br />BACKNAIL w/
<br />SHEATHING DETAIL
<br />2 (2) 16d NAILS
<br />WOOD TRUSSES oo ;o 2"x4" CROSS BRACE ----
<br />APPROX. 8" FROM
<br />2X4 RAT RUN BRACING RIDGEFASTENEDAT
<br />AT 24" O.C. ON TOP OF 11112"
<br />EACH JOINT W/ (3)
<br />BOTT. CHORD FOR 4 Lo� 10d & (2) 10d TOE
<br />TRUSS SPANS NAILS @ EA. END
<br />ATTACHED W/ 2 -16d 1�
<br />2X4 PANEL BLOCKING
<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
<br />@ 48" O/C FOR THE (2) 16d NAILS
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS K(2) 16d NAILS
<br />2X4 BLOCKING @ 24" FIRST (4) ROWS OF
<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 />O/C W/ (2) 16d TRUSSES FROM EA. 1
<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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED
<br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
<br />I I 11� , I
<br />W/ (2) 16d TOENAILS
<br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
<br />OF THE LAST LAMINATION (
<br />PA
<br />AS SHOWN FOR 3-PL
<br />)
<br />/
<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 />W/ 1 Od NAILS @ 6" O.C.
<br />E ES AND 12" O.C. FIELD
<br />JACK TRUSS
<br />SEE PLAN FOR
<br />":`,�,��NECTION
<br />2X4 "T" ON TOP OF PANEI-
<br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/
<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. @ 1063" @ 4" O/C (2) 12d TOENAILS
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />NON - LOAD BEARIIqG LOCATIO B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />N le"D
<br />IF
<br />SECTION
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS K8 9 —LA-
<br />ADDITIONAL INFORMATION, SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />'\ �5
<br />IINIMUM 2x
<br />;ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS)
<br />TOENAIL i
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />12"
<br />!SH SCHEDULE
<br />7TACHMENT
<br />SYP BLK'G @ 16" O.C.
<br />ixO.131"
<br />AILS EA. SIDE
<br />2X4 #2 SYP W/ 1 Od
<br />XO.131" @ 8" O.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />SCALE: N.T.S.
<br />\,., �5
<br />GABLE TRUSS
<br />S5
<br />1" BRACE W/ 10d @ 4" O.C.
<br />(SEE SCHEDULE FOR SIZE
<br />12 AND LOCATION)
<br />6.9 MAX.
<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
<br />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 />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 />GABLETRUSS
<br />-1/2" CDX PLYWOOD OR
<br />7/16" OSB SHEATHING
<br />ATTACHED w/ 10d NAILS
<br />O.C. FIELD
<br />@ 6' O.C. EDGES AND 12"
<br />-2x4'T'ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1 Odx3" @ 4" O/C
<br />2x4 BLOCKING-,,,,,, 2x4'7" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHE
<br />10d NAILS 4t
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DETAIL
<br />S5; SCALE: N.T.S.
<br />2x4 "T" BLOCKING
<br />, 1�
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4" 0.
<br />TYPICAL
<br />D 4�
<br />L
<br />'Al
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAIL 6
<br />SCALE: N.T.S.
<br />S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C
<br />r7-z;PzT ,,,-GABLETRUSS
<br />TRUSS VERTICAL
<br />SIMPSON SP2 w/ (112) 1 Old
<br />NAILS AT EACH STUD
<br />L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE
<br />SLOPE OF ADJACENT TRUSS) FASTENED WITH (3)
<br />STUD WALL (SEE TYP. SEC.)
<br />16d PER SIDE
<br />rT� r4
<br />SECTION SECTION SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />�5 AS PER HIB 91 SCALE: N.T.S. \,, �5
<br />REV. 06.08.22
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
<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) 10d
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />z
<br />Uj
<br />ACING w/ (3) 10d x 3" AT
<br />\EACH CONN. @ 24" O/C
<br />-MOISTURE BARRIER
<br />\-BOND BEAM
<br />-MASONRYWALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. @ NON - LOAD
<br />BEARING LOCATION (UNEVEN CLG.)
<br />SEE TYP, WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />I" BRACE
<br />(1) 2'X4" (U.N.O.)
<br />"L" BRACE
<br />2"x6" (U.N.O.)
<br />1" BRACE
<br />24"
<br />0-0" - T-Ot'
<br />31-0" - 6'-0"
<br />6'-0" & GREATER
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />NOTE:
<br />1) 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 1 Odx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS
<br />TO PLATES (TYP.)
<br />%--CONT. BEARING
<br />GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<br />END JACK
<br />1 V-0" MAX.
<br />Uj
<br />0
<br />CORNERJACK
<br /><
<br />LU
<br />z
<br />0
<br />HIP FRAMING REFERENCE PLAN
<br />Ll
<br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />ZBOTTOM
<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" D.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 />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 Flonda Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Enineer's
<br />signature and seal,
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<br />NO 23-06142
<br />SCALE AS NOTED
<br />SHEET NO.
<br />S5
<br />
|