|
m
<br />Lo
<br />2
<br />C�
<br />0
<br />O
<br />0
<br />0
<br />N
<br />0
<br />i
<br />m
<br />u'O
<br />v
<br />_
<br />cn
<br />0
<br />O
<br />33
<br />J
<br />0
<br />to
<br />0
<br />I
<br />N
<br />LO
<br />LO
<br />0
<br />04
<br />an
<br />CV
<br />cV
<br />N
<br />0
<br />a
<br />E
<br />F2
<br />N
<br />E
<br />L
<br />v
<br />J
<br />LZ
<br />0
<br />U
<br />v
<br />C
<br />U
<br />i
<br />V
<br />N
<br />O
<br />a_
<br />U
<br />Cl-
<br />a)
<br />.55
<br />0
<br />v
<br />0
<br />7
<br />N
<br />0
<br />M
<br />a�
<br />5
<br />0
<br />o_
<br />c�
<br />0
<br />J
<br />0
<br />0
<br />0
<br />m
<br />-v
<br />0
<br />SIMPSON HGAM1(
<br />W/
<br />(4)1/4"x1 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 SHEATHING
<br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />UNSUPPORTED,
<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 1 O/S5
<br />BACKNAIL w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />45'± /
<br />45' ± SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CRO BRACE SCHEDULE FOR
<br />APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO
<br />EXTEND AT LEAST 90% OF
<br />RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT '
<br />EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE)
<br />& (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT
<br />EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d
<br />2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d &
<br />SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO
<br />• 1/2" CDX PLYWOOD OR END '• BLOCKING
<br />' 7/16" OSB SHEATHING GYPSUM WALL BOARD
<br />ATTACHED W/ 10d GABLE TRUSS
<br />NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST '
<br />AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM 1/2" CDX PLYWOOD OR 7/16"
<br />10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS OS Od NAILS SHEATHING
<br />6 CACHED
<br />THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD
<br />INTO 2"x6" P T PLATE 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 MAX I"
<br />IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
<br />DETAIL
<br />SCHEDULE FOR SHEATHING IF >9" SEE 10/S5
<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 "L" BRACE TO EXTEND
<br />EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB
<br />TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE)
<br />NAILS @ EA. END GABLE TRUSS
<br />2x FRAME WALL (SEE WALL
<br />SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR
<br />1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING
<br />FIRST 4 ROWS OF (2)16d
<br />OSB SHEATHING ATTACHED O : ATTACHED w/ 10d NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12"
<br />771 AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD
<br />2 16d NAILS BOTTOM ATTACHED
<br />O W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL
<br />150
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C
<br />@ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT 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 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"
<br />2
<br />1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR N
<br />X-BRACING, AND TOP r "' x SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION `° 00 SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES 1/ (2)16d NAILS
<br />`° 0 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 1 1 2 1 1 2 EACH JOINT w/ (3)
<br />BOTT. CHORD FOR 4 10d & (2)10d TOE
<br />TRUSS SPANS 4i�
<br />NAILS @ EA. END
<br />ATTACHED W/ 2 -16d
<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" O/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 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 />OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY
<br />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />10d NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE "L" BRACING DETAIL 5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" 0/C GABLE TRUSS
<br />IM TRUSS VERTICAL
<br />SIMPSON SP2 w/ (12) 10d
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />16d PER SIDE
<br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5
<br />MAX. 9" 8d @ 6"0/C
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 r—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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4)
<br />E ES AND 12" O.C. FIELD 1/4"xi 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 />0 ( } 2x4 "T" ON TOP OF PANEL I LL-i
<br />EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,
<br />4" O/C (2)
<br />WITH I— (2) 12dOTOENAILS CKING /
<br />NON -LOAD BEARLNG LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />rD
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9
<br />ADDITIONAL INFORMATION. SCALE: N.T.S.
<br />SCALE: N.T.S. S5 S5
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<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. S5
<br />GABLE TRUSS
<br />S5
<br />"L" BRACE W/ 10d @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />6.9 MAX.
<br />S5
<br />S5
<br />Jm °
<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 />PRE-ENGINEERE
<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" 0/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 />•
<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. NON -LOAD
<br />BEARING LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-O" - 6'-0" 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) "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 1 Odx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w! (4) 1/4"x1 1/2" SDS__ -
<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 />auvi"Unj arz wr k I G/
<br />10d NAILS AT EACH
<br />STUD
<br />END JACK
<br />1 V-0" MAX.
<br />o c�
<br />CORNERJACK
<br />0 Y
<br />a Q
<br />W
<br />Z
<br />0
<br />U
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />MM
<br />M:
<br />WM
<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 ZBOTTOM 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 rL�
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<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 MAX I"
<br />IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
<br />DETAIL
<br />SCHEDULE FOR SHEATHING IF >9" SEE 10/S5
<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 "L" BRACE TO EXTEND
<br />EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB
<br />TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE)
<br />NAILS @ EA. END GABLE TRUSS
<br />2x FRAME WALL (SEE WALL
<br />SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR
<br />1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING
<br />FIRST 4 ROWS OF (2)16d
<br />OSB SHEATHING ATTACHED O : ATTACHED w/ 10d NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12"
<br />771 AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD
<br />2 16d NAILS BOTTOM ATTACHED
<br />O W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL
<br />150
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C
<br />@ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT 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 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"
<br />2
<br />1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR N
<br />X-BRACING, AND TOP r "' x SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION `° 00 SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES 1/ (2)16d NAILS
<br />`° 0 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 1 1 2 1 1 2 EACH JOINT w/ (3)
<br />BOTT. CHORD FOR 4 10d & (2)10d TOE
<br />TRUSS SPANS 4i�
<br />NAILS @ EA. END
<br />ATTACHED W/ 2 -16d
<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" O/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 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 />OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY
<br />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />10d NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE "L" BRACING DETAIL 5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" 0/C GABLE TRUSS
<br />IM TRUSS VERTICAL
<br />SIMPSON SP2 w/ (12) 10d
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />16d PER SIDE
<br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5
<br />MAX. 9" 8d @ 6"0/C
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 r—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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4)
<br />E ES AND 12" O.C. FIELD 1/4"xi 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 />0 ( } 2x4 "T" ON TOP OF PANEL I LL-i
<br />EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,
<br />4" O/C (2)
<br />WITH I— (2) 12dOTOENAILS CKING /
<br />NON -LOAD BEARLNG LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />rD
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9
<br />ADDITIONAL INFORMATION. SCALE: N.T.S.
<br />SCALE: N.T.S. S5 S5
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<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. S5
<br />GABLE TRUSS
<br />S5
<br />"L" BRACE W/ 10d @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />6.9 MAX.
<br />S5
<br />S5
<br />Jm °
<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 />PRE-ENGINEERE
<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" 0/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 />•
<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. NON -LOAD
<br />BEARING LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-O" - 6'-0" 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) "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 1 Odx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w! (4) 1/4"x1 1/2" SDS__ -
<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 />auvi"Unj arz wr k I G/
<br />10d NAILS AT EACH
<br />STUD
<br />END JACK
<br />1 V-0" MAX.
<br />o c�
<br />CORNERJACK
<br />0 Y
<br />a Q
<br />W
<br />Z
<br />0
<br />U
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />MM
<br />M:
<br />WM
<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 ZBOTTOM 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 rL�
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />150
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C
<br />@ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT 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 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"
<br />2
<br />1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR N
<br />X-BRACING, AND TOP r "' x SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION `° 00 SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES 1/ (2)16d NAILS
<br />`° 0 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 1 1 2 1 1 2 EACH JOINT w/ (3)
<br />BOTT. CHORD FOR 4 10d & (2)10d TOE
<br />TRUSS SPANS 4i�
<br />NAILS @ EA. END
<br />ATTACHED W/ 2 -16d
<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" O/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 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 />OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY
<br />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />10d NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE "L" BRACING DETAIL 5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4" 0.C�
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" 0/C GABLE TRUSS
<br />IM TRUSS VERTICAL
<br />SIMPSON SP2 w/ (12) 10d
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />16d PER SIDE
<br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5
<br />MAX. 9" 8d @ 6"0/C
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 r—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/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4)
<br />E ES AND 12" O.C. FIELD 1/4"xi 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 />0 ( } 2x4 "T" ON TOP OF PANEL I LL-i
<br />EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,
<br />4" O/C (2)
<br />WITH I— (2) 12dOTOENAILS CKING /
<br />NON -LOAD BEARLNG LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />rD
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9
<br />ADDITIONAL INFORMATION. SCALE: N.T.S.
<br />SCALE: N.T.S. S5 S5
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<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. S5
<br />GABLE TRUSS
<br />S5
<br />"L" BRACE W/ 10d @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />6.9 MAX.
<br />S5
<br />S5
<br />Jm °
<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 />PRE-ENGINEERE
<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" 0/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 />•
<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. NON -LOAD
<br />BEARING LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-O" - 6'-0" 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) "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 1 Odx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w! (4) 1/4"x1 1/2" SDS__ -
<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 />auvi"Unj arz wr k I G/
<br />10d NAILS AT EACH
<br />STUD
<br />END JACK
<br />1 V-0" MAX.
<br />o c�
<br />CORNERJACK
<br />0 Y
<br />a Q
<br />W
<br />Z
<br />0
<br />U
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />MM
<br />M:
<br />WM
<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 ZBOTTOM 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 rL�
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />0 ( } 2x4 "T" ON TOP OF PANEL I LL-i
<br />EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,
<br />4" O/C (2)
<br />WITH I— (2) 12dOTOENAILS CKING /
<br />NON -LOAD BEARLNG LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />rD
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9
<br />ADDITIONAL INFORMATION. SCALE: N.T.S.
<br />SCALE: N.T.S. S5 S5
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<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. S5
<br />GABLE TRUSS
<br />S5
<br />"L" BRACE W/ 10d @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />6.9 MAX.
<br />S5
<br />S5
<br />Jm °
<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 />PRE-ENGINEERE
<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" 0/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 />•
<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. NON -LOAD
<br />BEARING LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-O" - 6'-0" 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) "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 1 Odx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w! (4) 1/4"x1 1/2" SDS__ -
<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 />auvi"Unj arz wr k I G/
<br />10d NAILS AT EACH
<br />STUD
<br />END JACK
<br />1 V-0" MAX.
<br />o c�
<br />CORNERJACK
<br />0 Y
<br />a Q
<br />W
<br />Z
<br />0
<br />U
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />MM
<br />M:
<br />WM
<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 ZBOTTOM 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 rL�
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<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. S5
<br />GABLE TRUSS
<br />S5
<br />"L" BRACE W/ 10d @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />6.9 MAX.
<br />S5
<br />S5
<br />Jm °
<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 />PRE-ENGINEERE
<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" 0/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 />•
<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. NON -LOAD
<br />BEARING LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-0" T-O" - 6'-0" 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) "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 1 Odx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w! (4) 1/4"x1 1/2" SDS__ -
<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 />auvi"Unj arz wr k I G/
<br />10d NAILS AT EACH
<br />STUD
<br />END JACK
<br />1 V-0" MAX.
<br />o c�
<br />CORNERJACK
<br />0 Y
<br />a Q
<br />W
<br />Z
<br />0
<br />U
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />MM
<br />M:
<br />WM
<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 ZBOTTOM 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 rL�
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<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 1 Odx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w! (4) 1/4"x1 1/2" SDS__ -
<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 />auvi"Unj arz wr k I G/
<br />10d NAILS AT EACH
<br />STUD
<br />END JACK
<br />1 V-0" MAX.
<br />o c�
<br />CORNERJACK
<br />0 Y
<br />a Q
<br />W
<br />Z
<br />0
<br />U
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />MM
<br />M:
<br />WM
<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 ZBOTTOM 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 rL�
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />MM
<br />M:
<br />WM
<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 ZBOTTOM 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 rL�
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<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 ZBOTTOM 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 rL�
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />AS PER BCSI
<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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
<br />FOR WIND SPEED SPECIFICATION
<br />o
<br />d
<br />�
<br />z:; - ui
<br />N
<br />O
<br />N
<br />M
<br />N
<br />0
<br />ac f'
<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 />NCD
<br />W -TE Z00
<br />00
<br />oS _R�.
<br />0
<br />9 uO co 0 sk " a
<br />re �rti- - W
<br />�Mv a Y
<br />vi
<br />� u_ a U,
<br />7• .r- N Q _ 00 S
<br />W ���o' Q Q Q
<br />0 0-
<br />Z N M Z of to 0
<br />O U U E ai
<br />hmw W oao
<br />06
<br />o
<br />� QQN
<br />O Q
<br />Q
<br />J
<br />/ �^J'
<br />Q) O
<br />4--J u,
<br />T-* U1
<br />O r.,_r o
<br />�_ w
<br />N .)
<br />c
<br />di
<br />di
<br />Uj J
<br />S
<br />U o US
<br />� `�
<br />Q N 0 II�
<br />w
<br />M ¢ Z
<br />M o
<br />zo
<br />•ai Z E 0 Z l
<br />E 0 z 0a
<br />I U B K O � U
<br />U
<br />0
<br />o a¢ °<
<br />a E Q� wz
<br />WU
<br />79- i ¢o w0
<br />z I 0
<br />(� CY ��
<br />_ e ZF
<br />a� m ?� w
<br />N J ¢� �z
<br />N � oa 50
<br />a
<br /><0 2F
<br />ao F_
<br />o� �3
<br />o Uj > °
<br />a
<br />to
<br />C O i
<br />O
<br />> d'
<br />L / rn
<br />LO Q 0
<br />Fy- O
<br />Cc
<br />:3 C) N
<br />O
<br />m � m
<br />¢I o O
<br />L O Q 04 O7
<br />r < N �
<br />o
<br />E E CD
<br />Z
<br />N C i/i
<br />z E r y m
<br />E
<br />g • • -a 6 c
<br />IL U Q p
<br />JOB NO: 22-02390
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />
|