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<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) ---,\ AN D FASTE N E RS. (M I N. F I RST 4 BAYS)
<br />IF >9" SEE 10/S5 MAX. 9"
<br />BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS MAX. 9"
<br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED,
<br />SCHEDULE FOR SHEATHING DETAIL I r ir: >a,, (zpp in/(zr,
<br />v I I'VAILINU 0Uf-1r_lJULr_ FUM 0171CM I 171111U�
<br />SEESTRUCTURAL 45'± DETAIL
<br />45' ±
<br />NOTES AND NAILING 2"x4" CROSS BRACE-�
<br />2x4 CROSS BRACE SCHEDULEFOR APPROX. 8" FROM x,
<br />APPROX. 8" FROM SHEATHING DETA 2X4 KICKER 2x8 SYP#2 1" BRACE TO DOUBLE TOP PLATE RIDGE FASTENED AT
<br />IL KER EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od X
<br />RIDGE FASTENED AT @ 8'-0'- O/C.
<br />.,L" BRACE TO EXTEND WEB LENGTH & NOTCH AT 2X4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @
<br />EACHJOINTW/(3) 10d 2x4 CROSS BRACE BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END
<br />& (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM 1" BRACE TO EXTEND
<br />LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT W/ (3) 1 Od & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB
<br />EA. END @ 48" O.C. EACH JOINT W/ (3) 10d & SIMPSON H2.5A W/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1 " OR LENGTH (SEE TABLE)
<br />2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. -,,---FROM LEDGER TO SHORTER) GABLE TRUSS
<br />SILL 1/2" CDX PLYWOOD OR BLOCKING 2x FRAME WALL (SEE WALL
<br />7/16"OSB SHEA] HINCi END SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR
<br />ATTACHED W/ 10d @ 48" O/C FOR THE 7/16" OSB SHEATHING
<br />' '\- GYPSUM WALL BOARD GABLE TRUSS ,,-1/2" CDX PLYWOOD OR 7/16" (2) 16d
<br />NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST _'_�1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 10d NAILS
<br />AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12"
<br />CORD ATTACHED W/ (2) 16d TOENAILS END TYP. TOP &
<br />1 OdX3" @ 3" O/C W/ 1 Od NAILS @ 6" O.C. AND 12" O.C. FIELD O.C. FIELD
<br />/-THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD (2) 16d NAILS
<br />INTO 2"XIS" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS —2x4 "T" ON TOP OF PANEL
<br />2X4 PANEL BLOCKING @ 48" O.C. FOR� 2x BLOCKING BLOCKING, FASTEN WITH
<br />45'±
<br />@4 KI SKER
<br />8'_O�O/C
<br />7
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE
<br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
<br />@ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2X4 "T" ON TOP OF PANEL SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS SCREWS TO
<br />SIMPSON META12 W/ (7) 1 Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS BLOCKING, FASTEN WITH TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
<br />P
<br />1/2"x8""J" BOLT@ 32"O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx3" @ 4" O/C PLATE SIMPSON SP2 W/ (12) 10d
<br />PLATE SPLICES W/ 3116"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS -2X4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD
<br />P ,
<br />'Pr
<br />NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 114"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24', GABLE WEB SECTION SECTION r3 SECTION r4
<br />WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4"
<br />1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. �5 SCALE: N.T.S. 1\15�
<br />TITEN ON OUTSIDE REV. 06.08.22
<br />2X4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 20'-0" MAX
<br />SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING MAX. 9" "X" BRACE SEE D T. J/S5
<br />'1 10
<br />-REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, 8d @ 6' /C 2 x 4 BLOCKING w/ (2) 1 Od
<br />PI'VF
<br />Cn SEE STRUCTURAL —
<br />ON SHEET S5 FOR IF >9" SEE 1 O/S5 WOOD TRUSSES TOE NAILS AT EACH END @
<br />X-BRACING AND TOP I F 124" O/C (TYP)
<br />I
<br />CHORD BLOCKING NOTES AND NAILING
<br />00 00 x
<br />INFORMATION SCHEDULE FOR
<br />SHEATHING DETAIL BACKNAIL W/7_/1
<br />WOOD TRUSSES (2) 16d NAILS
<br />N 00 00 2"x4" CROSS BRACE ---- Z
<br />2x4 RAT RUN BRACING rl L__ APPROX. 8" FROM ZA
<br />hluur- rhko I r-114r-u /A I _1" BRACE TO EXTEND
<br />AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB
<br />BOTT. CHORD FOR 4 10d & (2) 10d TOE LENGTH (SEE TABLE)
<br />TRUSS SPANS NAILS @ EA. END /--GABLE TRUSS
<br />ATTACHED W/ 2 - 16d / 1/2" CDX PLYWOOD OR 7/16"
<br />AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING V_
<br />ASZ" r)lr' POP THP 19,4 KlAll Q ( OSB SHEATHING ATTACHED
<br />SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON IRE NAILS W/ 1 Od NAILS @ 6" O.C.
<br />2x4 BLOCKING @ 24" FIRST (4) ROWS OF
<br />W/ O/C w/ (2) 16d (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 TRUSSES FROM EA. ES AND 12" O.C. FIELD
<br />(4) 1/4"xl 1/2" SDS 4-�z
<br />TOENAILS @ EA. END NOTES: END TYP. TOP & //---JACK TRUSS
<br />SCREWS 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 SEE PLAN FOR
<br />TO BLOCKING & (4) MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ 0 16d TOENAILS CONNECTION
<br />1/4"x2 3/4"
<br />TITEN TO CMU
<br />ARCHITECTURAL FINISH
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL
<br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
<br />2x4 "T" ON TOP OF PANEL7
<br />EXT. WALL CONN. @
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />BLOCKING, FASTEN WITH
<br />1 Odx3" @ 4" O/C
<br />L_ 2x4 BLOCKING W/
<br />(2) 12d TOENAILS
<br />LL,-
<br />NON - LOAD BEARING LOCATION (D
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />TYPICAL NAILING SCHEDULES FOR BUILT r8
<br />-UP COLUMNS
<br />SECTION
<br />--- - ---------
<br />11:�
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4,, = 1, -o,,
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S. ��5�
<br />SCALE: N.T.S.
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<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 />12"
<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" AN D FASTE N E IRS. (M I N. F I RST 4 BAYS) -
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS
<br />E RSH SCHEDULE
<br />R ATTACHMENT
<br />1 #2 SYP BLK'G @ 16" O.C.
<br />1 Od x 0.131"
<br />ENAILS EA. SIDE
<br />NT. 2x4 #2 SYP w/ 1 Od
<br />XO.131" @ 8" O.C.
<br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ALTERNATE NON -DROP
<br />CROSS BRACING DETAIL GABLE END DETAIL ri 0
<br />SCALE: N.T.S. � �5 SCALE: N.T.S. �5
<br />GABLETRUSS
<br />S5
<br />"L" BRACE W/ 1 Od @ 4' O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />6.9 1 MAX.. AND LOCATION)
<br />S5
<br />S5
<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 6" OVERLAP
<br />-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
<br />TRUSS BRACING OVERLAP DETAIL rm�
<br />SCALE: N.T.S. � S5
<br />0
<br />SIMPSON HGAM1 OKTA w/ (4)
<br />1/4"xl 112" SDS SCREWS TO
<br />BLOCKING & (4) 1/4"x2 3/4"
<br />TITEN TO CMU
<br />z
<br />W
<br />\_BRACINGw/(3)10dx3"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 />1" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />"L" 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-O"
<br />T-10" - 64'
<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 />"L" BRACE W/ 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
<br />TO PLATES (TYP.)
<br />/—GABLE TRUSS
<br />'--STU DS @ 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 />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<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 WEB
<br />DOUBLE 1" BRACING DETAIL
<br />SCALE� N.T.S.-__ _(�S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />1" BRACE ATTACHED --16d NAIL
<br />W/ 10d NAILS @ 4" O.0
<br />TYPICAL
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAII_r6_'�
<br />SCALE: N.T.S.
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" 1" BRACE
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE /`_7
<br />AS PER HIB 91 SCALE: N.T.S.
<br />20'-0" MAX
<br />CONTINUOUS BOTTON CHORD BRACING 2X4 MIN.
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<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 BF
<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 />W/ DROP CEILING BRACING DETAIL
<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 />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
<br />plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential
<br />7th Edibon. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />d seal.
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