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it' �' jig[ Ilgil IV , I Iq "'I 111rilli 1, IIEL F 11
<br />SIMPSON HGAM11
<br />W/
<br />(4)1/4"xl 112"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 - [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 - [RSH1 - ON FRAMING SHEET FOR SHEATHING
<br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 BACKNAIL w.1 (2) 16d NAILS
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END,
<br />MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
<br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />IF >9" SEE 1 O/S5
<br />BACKNAIL W/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />45'±
<br />z
<br />7_
<br />45'
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CROI
<br />3 RACE
<br />SCHEDULE FOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAIL--/
<br />2x4 KICKER
<br />2x8 SYP#2 "L" BRACE TO
<br />RIDGE FASTENED AT
<br />@ 8'-0" O/C.
<br />?ig
<br />EXTEND AT LEAST 90% OF
<br />EACHJOINTWI(3) 10d
<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 />S I M PSON H2.5A W/ (10) 8d
<br />2x8 P.T.
<br />GABLE 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 />V.*
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />END
<br />ATTACHED W/ 10d
<br />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
<br />1 11
<br />1
<br />1
<br />1 OdX3" @ 3" O/C
<br />CORD ATTACHED W/ (2) 16d TOENAILS
<br />W1 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" 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 - [RSH1 - ON FRAMING SHEET FOR SHEATHING
<br />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />MAX. 9"
<br />BACKNAIL w/ (2) 16d NAILS
<br />UNSUPPORTED, [ MAX, I"
<br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />NAILING SCHEDULE FOR SHEATHING-i
<br />DETAIL
<br />DOUBLE TOP PLATE
<br />2"x4" CROSS BRACE
<br />2x4 CROSS BRACE APPROX. 8"
<br />APPROX. 8" FROM
<br />ZZ
<br />FROM RIDGE FASTENED AT
<br />RIDGEFASTENEDAT
<br />BRACE TO EXTEND
<br />EACH JOINTw/ (3) 10d & (2) 10d
<br />EACH JO I NT w/ (3)
<br />/
<br />r"L"
<br />AT LEAST 90% OF WEB
<br />TOE NAILS @ EA. END
<br />10d & (2) 10d TOE
<br />LENGTH (SEE TABLE)
<br />2x FRAME WALL (SEE WALL
<br />NAILS @ EA. END
<br />GABLETRUSS
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />1/2" CDX PLYWOOD OR
<br />,,,1/2" CDX PLYWOOD OR 7/16"
<br />@ 48" O/C FOR THE
<br />(2) 16d
<br />7/16" OSB SHEATHING
<br />OSB SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />NA L
<br />ATTACHED W/ 10d NAILS
<br />W/ 1 Od NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />@ 6" O.C. EDGES AND 12"
<br />AND 12" O.C. FIELD
<br />END TYP. TOP &
<br />O.C. FIELD
<br />BOTTOM ATTACHED
<br />-"; _
<br />(2) 16d NAILS
<br />W/ (2) 16d TOENAILS
<br />2x4'7" ON TOP OF PANEL
<br />2x4 "T" ON TOP OF PANEL B KIN 2x CM BLOCKING, FASTEN WITH
<br />(4) ROWS OF TRUSSES It 1 Odx3" @ 4" O/C
<br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED
<br />x
<br />.
<br />.
<br />_ � 2x4 "T" ON TOP OF PANEL
<br />LOC G' 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR BLOCKING
<br />WEEP SCREED THE FIRST
<br />INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP, TOP & BOTTOM SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO
<br />@ 48" O.C. BLOCKING, FASTEN WITH
<br />6'-0"
<br />SIMPSON META12 wl (7) 10dxl 1/2" NAILS ATT� 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
<br />I 10dx3" @ 4" O/C
<br />1
<br />1/2
<br />x 8
<br />J
<br />BOLT @ 32
<br />O.C. MINIMUM 6
<br />FROM
<br />C
<br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER L SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS MOISTURE BARRIER
<br />NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL O.C. MAX) w/ MIN. 4"
<br />SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION r2
<br />WEB, USE MSTAM36 w/ (7)
<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.
<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 />X-BRACING, AND TOP SEE STRUCTURAL—,,,
<br />ON SHEET S5 FOR
<br />CHORD BLOCKING NOTES AND NAILING
<br />;o 00 x
<br />INFORMATION SCHEDULE FOR
<br />BACKNAIL w/'�:/
<br />SHEATHING DETAIL
<br />111, 2' (2) 16d NAILS
<br />WOOD TRUSSES
<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 N It
<br />EACH JOINT W/ (3)
<br />BOTT. CHORD FOR 4
<br />10d & (2) 10d TOE
<br />TRUSSSPANS NAILS @ EA. END
<br />ATTACHED W/ 2 -16d
<br />AT EA. TRUSS JOINT 2x4 PANEL BLOCKING ---
<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 />@ 41" 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
<br />2X4 BLOCKING @ 24" (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF
<br />(D = 0.207", L = 4 1/2") OR EQUAL
<br />O/C W/ (2) 16d TRUSSES FROM EA.
<br />TOENAILS @ EA. END NOTES: END TYP. TOP &
<br />4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES
<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 />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
<br />SIMPSON SP2 w/ (12) 1 Od
<br />-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD
<br />�
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />r4
<br />SECTION SECTION
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />MAX. 9"
<br />UNSUPPORTED, 8d @ 6"O/C
<br />IF >9" SEE 1 O/S5 r-WOOD TRUSSES
<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/ 10d NAILS @ 6" O.C.
<br />SIMPSON HGAM10KTA W/ (4)
<br />NU 1 IELD
<br />1/4"xl 1/2" SDS SCREWS TO
<br />TRUSS
<br />BLOCKING & (4) 1/4"X2 314"
<br />//—JACK
<br />PLAN FOR
<br />TITEN TO CMU
<br />_��SEE
<br />_'(C'ONNECTION
<br />2X47' ON TOP 0
<br />EXT. WALL CONN. (C-)
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />BLOCKING, FASTEN WITH
<br />10dx3" @ 4" O/C
<br />L 2X4 BLOCKING W/
<br />(2)12d TOENAILS
<br />NON - LOAD BEARIffG LOCATION
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />r
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION
<br />9
<br />r8
<br />IINIMUM 2x
<br />;ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS)
<br />TOENAIL �
<br />(2) 16d PER (2) 16d NA
<br />JOINT
<br />CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S. S5
<br />12
<br />6.9 MAX.
<br />12"
<br />SEE RSH SCHEDULE
<br />FOR ATTACHMENT
<br />2X4 #2 SYP BLK`G @ 16" O.C.
<br />(2) 1 Od x 0.131
<br />TOENAILS EA, SIDE
<br />CONT. 2X4 #2 SYP W1 1 Od
<br />XO. 131 @ 8" O.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />�0
<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 />AND LOCATION)
<br />S5
<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 />SCALE: N.T.S.
<br />PRE-ENGINEERED
<br />WOODTRUSSES
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />SCALE: N.T.S.
<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 W1 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />2 x 4 BLOCKING w/ (2) 1 Od
<br />TOE NAILS AT EACH END @
<br />24' O/C (TYP)
<br />0
<br />z
<br />Uj
<br />0-
<br />\-BRACING w/ (3) 10d x 3" AT
<br />EACH CONN. @ 24" OIC
<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 />1" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />1" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />1" BRACE
<br />2"x6" (U.N.O.)
<br />1" BRACE
<br />24"
<br />0'0" - T-01'
<br />T-O" - 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 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT W/ (4) 1/4"X1 112" SIDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
<br />TO PLATES (TYP.)
<br />STUDS @ 16" O.C.
<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 />TRUSS
<br />SIMPSON SP2 W1 (12)
<br />10d NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<br />E
<br />S5
<br />20'-0" MAX
<br />"X" BRACE SEE DET. J/S5
<br />2x4 BLOCKING—,-, --2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />1" BRACE
<br />ATTACHED W/
<br />1 Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS EB
<br />DOUBLE 1" BRACING DETAIL
<br />SCALE: N.T.S. s5
<br />2x47' BLOCKING
<br />2X4 BLOCKING @
<br />W
<br />4�
<br />48" O.C.
<br />16d NAIL
<br />1" BRACE ATTACHED
<br />W/ 10d NAILS @ 4" 0.
<br />TYPICAL
<br />GABLE TRUSS WEB
<br />SINGLE "L" BRACING DETAI L r6
<br />SCALE: N.T.S.
<br />DIAPHRAGM
<br />BLOCKING
<br />48" O/C
<br />@ BLE TRUSS
<br />GA
<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. \ �5
<br />20'-0" MAX
<br />CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
<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" 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 />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 />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 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,
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