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<br />SIMPSON HGAMV
<br />W/
<br />(4) 1/4"xl 1/2" SDS
<br />SCREWS
<br />TO BLOCKING & (z
<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 />(2) 16d NAILS--\\
<br />SCHEDULE FOR SHEATHING DETAIL-7
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
<br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
<br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S5 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING
<br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />IF >9" SEE 1 O/S5 MAX 9"
<br />BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL wl (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE I O/S5 SEE STRUCTURAL NOTES AND
<br />SCHEDULE FOR SHEATHING DETAIL
<br />6
<br />IF
<br />45'±
<br />7_
<br />45*
<br />SEESTRUCTURAL
<br />x
<br />NOTES AND NAILING
<br />2x4 CRO8 BRACE
<br />SCHEDULEFOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAILY 2x4 KICKER
<br />2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<br />@ 8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />EACHJOINTW/(3) 10d
<br />Ir
<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 />GABLE TRUSS
<br />EACH JOINT w/ (3) 1 Od &
<br />FROM LEDGER TO
<br />SILL
<br />1/2" CDX PLYWOOD OR
<br />(2)1 Od TOE NAILS @ EA.
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />ATTACHED W/ 1 Od
<br />END GYPSUM WALL BOARD
<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 />utNA,Lb
<br />CORD ATTACHED W/ (2) 16d TOENAILS
<br />w/ 1 Od NAILS @ 6" O.C.
<br />_L IT I I__-+
<br />THROUGH CHORD
<br />"x4" LEDGER (MATCH BOTTOM CHORD
<br />m CHORD
<br />EDGES AND 12" O.C. FIELD
<br />INTO 2" 6" P T PLATE
<br />)R TRUSS)
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />LING SCHEDULE FOR HEATH NG�
<br />DETAIL
<br />2"x4" CROSS BRACE
<br />-T
<br />x
<br />N
<br />APPROX. 8" FROM
<br />RIDGEFASTENEDAT
<br />DOUBLE TOP PLATE
<br />EACH JOINT w/ (3) 1 Od
<br />x4 CROSS BRACE APPROX. 8"
<br />& (2) 10d 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 />"OR
<br />TOE NAILS @ EA, END
<br />GABLE IS 4'-1
<br />2x FRAME WALL (SEE WALL
<br />SHORTER)
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />,,-1/2" 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 />W1 10d NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />END TYP. TOP &
<br />AND 12" O.C. FIELD
<br />BOTTOM ATTACHED
<br />�
<br />(2) 16d NAILS
<br />W/ (2) 16d TOENAILS
<br />,
<br />.
<br />2x4 PANEL BLOCKING @ 48" O.C. FOR
<br />2x BLOCKING
<br />2x4 "T" ON T6P OF PANEL BLOCKING-:- 2"W' P.T. SILL NOTCH 1" BRACE HERE
<br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
<br />1/2"
<br />8" "J" BOLT
<br />48" O
<br />C
<br />INSTALLED PER MANUF.
<br />x
<br />@
<br />.
<br />. 1/2, NAILS WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
<br />@ 48" O.C. BLOCKING, FASTEN WITH
<br />SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
<br />MOISTURE BARRIER
<br />1 Odx3" @ 4" O/C
<br />"
<br />" "
<br />"
<br />"
<br />"
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
<br />:NTN KO B
<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 />r2
<br />WEB, USE MSTAM36 W/ (7)
<br />O.C. MAX) W/ MIN. 4"
<br />1 Od NAILS & (4) 1/4"X2 1/4"
<br />SCALE: N.T.S.
<br />EMBEDMENT IN KO BLOCK
<br />SCALE: N.T.S.
<br />�5
<br />TITEN ON OUTSIDE
<br />TL
<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 />REFER TO DETAIL J
<br />AN D FASTE N E RS. (M I N. F1 RST 4 BAYS)
<br />0 N SHEET S5 FOR
<br />X-BRACING, AND TOP
<br />cl)
<br />SEE STRUCTURAL
<br />CHORD BLOCKING
<br />;0
<br />NOTES AND NAILING
<br />x
<br />INFORMATION
<br />00
<br />SCHEDULE FOR
<br />SHEATHING DETAIL BACKNAIL w/_j
<br />11 2'
<br />(2) 16d NAILS
<br />WOOD TRUSSES
<br />1
<br />00
<br />I
<br />2"X4" CROSS BRACE
<br />APPROX. 8" FROM
<br />vz
<br />2X4 RAT RUN BRACING
<br />1 2"
<br />11
<br />RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF
<br />tx
<br />N
<br />M
<br />EACH JOINT W/ (3) #1
<br />BOTT. CHORD FOR 4
<br />4Lt
<br />10d & (2) 10d TOE x
<br />TRUSS SPANS
<br />ATTACHED W/ 2 - 16d
<br />t�
<br />1�
<br />NAILS @ EA. END
<br />AT EA, TRUSS JOINT
<br />(2) 2" x 4" LAM I NATIONS W/ (1) ROW
<br />(3) 2" x 4" LAMINATIONS W/ (1) ROW
<br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
<br />2X4 PANEL BLOCKING ---
<br />OF STAGGERED 10d COMMON WIRE NAILS
<br />OF STAGGERED 30d COMMON WIRE NAILS
<br />STAGGERED 30d COMMON WIRE NAILS
<br />@ 48" O/C FOR THE (2) 16d NAILS
<br />2x4 BLOCKING @ 24"
<br />(D = 0.148", L 3") OR EQUAL
<br />(D 0,207", L 4 1/2") OR EQUAL
<br />(D 0.207", L 4 1/2") OR EQUAL
<br />FIRST (4) ROWS OF
<br />O/C 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"
<br />DIA. x 5 1/2" LAG SCREWS OR EQUAL
<br />BOTTOM ATTACHED
<br />MASONRY WALL
<br />OF THE COLUMN
<br />(SPACE AS SHOWN FOR 3-PLY)
<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 (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.
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />NON - LOAD BEARAG LOCATION �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ('8
<br />ADDITIONAL INFORMATION. SCALE: N.T.S.
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS)
<br />TOENAIL
<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 />XTACHMENT
<br />SYP BLK'G @ 16" O.C.
<br />I x 0.131"
<br />AILS EA. SIDE
<br />2X4 #2 SYP W/ 1 Od
<br />XO.131" @ 8" O.Cm
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />ri
<br />SCALE: N.T.S.
<br />GABLE TRUSS
<br />S5
<br />1" BRACE W/ 10d @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />6.9 MAX..
<br />S5
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<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
<br />7116" OSI3 SHEATHING
<br />ATTACHED w/ 10d NAILS
<br />@ 6" 0
<br />C. EDGES AND 12"
<br />O.C. FIELD
<br />-2X4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1 Odx3" @ 4" O/C
<br />2x4 BLOCKING-,, --2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />1" BRACE /
<br />ATTACHED
<br />10d NAILS 41'
<br />O.C. TYPICAL
<br />GABLE TRUSS W B
<br />DOUBLE "Ll" BRACING DETAIL��
<br />SCAL S.
<br />s5
<br />E: N.T
<br />2x4 "T" BLOCKING
<br />48" O.C.
<br />16d NAIL
<br />1" BRACE ATTACHED -
<br />W/ 1 Od NAILS @ 4" 0.
<br />TYPICAL
<br />,Aj4
<br />L _j
<br />E
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAILK-6
<br />S5
<br />SCALE T_S
<br />DIAPHRAG
<br />BLOCKING @
<br />48" O/C
<br />GABLE TRUSS
<br />_�E�
<br />TRUSS VERTICAL
<br />- SIMPSON SP2 w/ (12) 10d
<br />DBL. TOP PLATE
<br />2x4 LEDGER (MATCH BOTTOM CHORD 2) 2 x8" 1" BRACE
<br />NAILS AT EACH STUD
<br />FASTENED WITH (3
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />16d PER SIDE
<br />3
<br />SECTION SECTION r4
<br />SCISSOR GABLE 'IT" BRACE (_7
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />�5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5)
<br />MAX. 9" 8d @ 6"01C
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 r-WOOD TRUSSES
<br />r-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 />x
<br />/'OSB SHEATHING ATTACHED
<br />W/ 10d NAILS @ 6" O.C.
<br />SIMPSON HGAM1 OKTA W/ (4)
<br />E ES AND 12" O.C. FIELD
<br />1/4"xl 1/2" SDS SCREWS TO
<br />1�7 JACK TRUSS
<br />BLOCKING & (4) 1/4"X2 314"
<br />SEE PLAN FOR
<br />TITEN TO CMU
<br />z
<br />q2�NEC TION
<br />2x4 "T" ON TOP OF PANEL--/
<br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />1 0dx3" @ 4" O/C (2) 12d TOENAILS
<br />SECTION
<br />9�
<br />SCALE: N.T.S. �5
<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 />1" BRACE W/ 10d @ 4!' O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />2 x 4 BLOCKING w/ (2) 1 Od
<br />24" O/C (TYP)
<br />TOE NAILS AT EACH END @
<br />z
<br />W
<br />BRACING w/ (3) 1 Od x T! AT
<br />0 EACH CONN. @ 24" OIC
<br />MOISTURE BARRIER
<br />BOND BEAM
<br />MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. @ NON - LOAD
<br />1 BEARING LOCATION (UNEVEN CLG.)
<br />7L rE
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION. 111,_S5
<br />1" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />1" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />1" BRACE
<br />2"4" (U.N.O.)
<br />1" BRACE
<br />24-1
<br />0'0" - T-O"
<br />T-011 - 61-011
<br />6'-0" & GREATER
<br />SCISSOR GABLE (1) 2"W' #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 wl (4) 1/4"xl 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
<br />TO PLATES (TYP.)
<br />'-STUDS@ 113"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 />ENDJACK
<br />1 V-0" MAX.
<br />Q�
<br />0
<br />C
<br />) .1 RCORNERJACK
<br />�e
<br />L)
<br />W
<br />W
<br />z
<br />cc
<br />Ix
<br />0
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X'BRACE S CONTI
<br />aq q
<br />cc
<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 LTTOM CHORD GABLE END BRACING
<br />2) '7 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 />A
<br />S
<br />PE R
<br />B C S I
<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) 1 Od 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 />SCALE: N.T.S.
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES
<br />FOR WIND SPEED SPECIFICATION
<br />C=
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<br />To the best of the Engineer's knowledge. information and belief,
<br />the structural plans and specifications contained
<br />within these
<br />drawings comply with the 2020 Flodda Building Code -
<br />Residential 7th Edition. Engineers signature and sea[ is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal,
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<br />NO: 23-00520
<br />SCALE AS NOTED
<br />SHEET NO.
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