|
-----------------------
<br />SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H 1 OA wl (18) BACKNAIL w/ (2) 16d NAILS _\ SIMPSON H10Aw/(18) SIMPSON SP4 w/ (6) 10d x
<br />A. 2
<br />nHTI r)rWPD OUTLOOKER CDA C:r)D ') A IAIAI I HQC: 1 n,4 I IV- A-r E: A
<br />I NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 112" AT E "x4" SEE STRUCTURAL NOTES 1 Old x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A wl (18)
<br />1 SHEATHING DETAIL
<br />TOPCHORD
<br />—
<br />@ 24" O.C.
<br />4
<br />NAILING SCHEDULE FOR OUTLOOKER
<br />ANU IWAILINU OUMMIJULM
<br />@ 24" O.C.
<br />—
<br />SHEATHING DETAIL
<br />FOR SHEATHING DETAIL
<br />BLOCKING FOR17x.
<br />x
<br />x ".?
<br />�'
<br />N
<br />FIRST FOUR
<br />x
<br />I ROWSOF
<br />45'
<br />j24" MAX. ]
<br />TOP CORD BLOCKING
<br />-
<br />45'±
<br />41'±
<br />2X4 CONT"L" BRACE
<br />TOP CORD BLOC 'NG
<br />TRUSSES @
<br />SIMPSON IH10A w/ (18)
<br />FOR FIRST FOUR
<br />FASTENED W/ (2) 10d 3"
<br />FOR FIRST FOUR ROWS
<br />EDGES OF
<br />2x4 CRO§S BRACE
<br />10d x 112" @ EA.
<br />ROWS OF TRUSSES @
<br />AT 24" O/C. CMID HEIGHT
<br />OF TRUSSES @ EDGES
<br />SHEATHING
<br />APPROX. 8" FROM
<br />OUTLOOKER
<br />EDGES OF
<br />OF SHEATHING TYPICAL
<br />I TYPICAL @
<br />RIDGE FASTENED AT
<br />BRACE TO EXTEND
<br />SHEATHING TYP.
<br />2X4 KICKER
<br />X4 K KERN
<br />x
<br />48" O.C.
<br />EACHJOINTW/(3) 10d
<br />/--"L"
<br />@ 8'_O��O/C .
<br />@ 8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />1 MAX.
<br />& (2)10d TOE NAILS @
<br />AT LEAST 90% OF WEB
<br />2x4 CROSS BRACE
<br />WEB LENGTH & NOTCH AT
<br />I
<br />I
<br />EA. END @ 48" O.C.
<br />LENGTH (SEE TABLE)
<br />APPROX. 8" FROM
<br />BOTTOM CHORD (SEE TABLE)
<br />I
<br />I
<br />2x6 P.T.
<br />GABLETRUSS
<br />RIDGE FASTENED AT
<br />SIMPSON H2.5A wl (10) 8d
<br />I
<br />SILL
<br />1/2" CDX PLYWOOD OR
<br />r
<br />EACHJOINTW/(2) 10d
<br />FROM LEDGER TO
<br />7/16" OSB SHEATHING
<br />& (2)10d TOE NAILS @
<br />BLOCKING
<br />— — — — — — — — — — — — — — — — — — — — — — — - i
<br />A=Arucr,% iqi I AA
<br />EA.END
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<br />16—
<br />SIMPSON HGAMV
<br />W/
<br />(4) 1/4"xl 1/2" SDS
<br />SCREWS
<br />TO BLOCKING & (i
<br />1/4"x2 3/4"
<br />TITEN TO CMU
<br />NAILS @ 6" O.C. EDGES ' '\— GYPSUM WALL BOARD GABLE TRUSS
<br />AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 /2" CDX PLYWOOD OR 7/16"
<br />1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED I
<br />tJ I 'OENAI S 7 w/ 10d NAILS @ 6" O.C. I
<br />INTO 2"X6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @
<br />T SS
<br />2x4 '70N T6P OF PAN )CO" EDGES AND 12" O.C. FIELD
<br />WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4)
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO
<br />@ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. EA. END TYP. TOP &
<br />7 MOISTURE BARRIER WEEPSCREED BOTTOM ATTACHED w/ (2
<br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. 16d TOENAILS
<br />I_. _ T 1 0
<br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
<br />1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
<br />NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL O.C. MAX) w/ MIN. 4" GABLE WEB
<br />WEB, USE MSTAM36 w/ (7) SECTION EMBEDMENT IN KO BLOCK SECTION r2
<br />1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S.
<br />TITEN ON OUTSIDE � �5 SCALE: N.T.S. �5
<br />AL DArVKIAli 1A11 ') 1r.4 KlAll Q SIMPSON H10A w/ (18)
<br />A
<br />SP8 FOR 2x8 WALL)
<br />SEE STRUCTURAL NOTES 0 A
<br />UTLOOKER
<br />AND NAILING SCHEDULE
<br />2x4 OUTLOOKER
<br />F @ 24" O/C
<br />2x4 OUTLOOKER @ 24"
<br />24" MAX. O.C. (OPTIONAL - SEE
<br />x
<br />BLOCKING FOR
<br />ELEVATIONS)
<br />FIRST FOUR ROWS
<br />DOUBLE TOP PLATE
<br />OF TRUSSES @
<br />x SS BRACE APPROX. 8"
<br />2"x4" CROSS BRACE
<br />24" MAX.
<br />EDGES OF
<br />FROM RIDGE FASTENED AT
<br />APPROX. 8" FROM
<br />.
<br />SHEATHING TYP.
<br />EACH JOINT W/ (2) 1 Od & (2) 1 Od
<br />RIDGE FASTENED AT
<br />r"L" BRACE TO EXTEND
<br />TOE NAILS @ EA. END
<br />EACH JOINT W/ (2)
<br />AT LEAST 90% OF WEB
<br />10d & (2) 10d TOE
<br />LENGTH (SEE TABLE)
<br />2x FRAME WALL (SEE WALL
<br />NAILS @ EA. END
<br />GABLE TRUSS
<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 />S
<br />ATTACHED w/ 1 Od NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />@ 6" O.C. EDGES AND 12"
<br />N-V
<br />AND 12" O.C. FIELD
<br />END TYP. TOP &
<br />O.C. FIELD
<br />(2) 16d NAILS
<br />BOTTOM ATTACHED
<br />48"3
<br />""-2x BLOCKING
<br />W/ (2) 16d TOENAILS
<br />- - -
<br />,-2x4 "T" ON TOP OF PANEL
<br />co
<br />pq
<br />M BLOCKING, FASTEN WITH
<br />M
<br />2x4 "T" ON TOP OF PANEL
<br />SIMPSON HGA1 OKT w/ (4) 1/4"xl 112"
<br />1 Odx3" @ 4" OIC
<br />BLOCKING, FASTEN WITH
<br />SDS SCREWS TO TRUSS & (4) 1/4"x3..
<br />4
<br />10dx3" @ 4" O/C
<br />SDS SCREWS TO PLATES AT 36" O.C.
<br />SIMPSON SP2 w/ (12) 10d
<br />9YA I I=nr.PP thAATr.H Pr)TTn&A
<br />NAILS AT EACH STUD
<br />DBL. TOP PLATE
<br />CHORD SLOPE OF ADJACENT
<br />TRUSS) STUD WALL (SEE TYP. SEC.)
<br />SECTION SECTION r4
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />-REFER TO DETAIL J
<br />k /
<br />1 Od x 1 12" AT EA. 2x4 OUTLOOKER
<br />ON SHEET S5 FOR
<br />SEE STRUCTURAL—
<br />OUTLOOKER F @ 24" O/C
<br />X-BRACING, AND TOP
<br />CO
<br />NOTES AND NAILING
<br />TOPCORD
<br />CHORD BLOCKING
<br />x
<br />SCHEDULE FOR
<br />BLOCKING FOR
<br />INFORMATION
<br />co
<br />Co
<br />SHEATHING DETAIL
<br />FIRST FOUR ROWS
<br />OF TRUSSES @
<br />1 1 1,
<br />2
<br />2"x4" CROSS BRACE
<br />24" MAX.
<br />EDGES OF
<br />-WOODTRUSSES
<br />00
<br />00
<br />APPROX. 8" FROM
<br />SHEATHING TYP.
<br />RIDGE FASTENED AT
<br />1" BRACE TO EXTEND
<br />-2x4 RAT RUN BRACING
<br />2"'
<br />EACH JOINT W/ (2)
<br />ro,
<br />AT LEAST 90% OF WEB
<br />AT 24" O.C. ON TOP OF
<br />1
<br />10d & (2) 10d TOE
<br />LENGTH (SEE TABLE)
<br />BOTT. CHORD FOR 4
<br />TRUSS SPANS
<br />NAILS @ EA. END
<br />GABLE TRUSS
<br />ATTACHED W/ 2 - 16d
<br />2x4 PANEL BLOCKING
<br />/�1/2" CDX PLYWOOD OR 7/16"
<br />ATTACHED
<br />AT EA. TRUSS JOINT
<br />(2) 2" x 4" LAMINATIONS W/ (1) ROW
<br />(3) 2" x 4" LAMINATIONS W/ (1) ROW
<br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
<br />@ 48" O/C FOR THE
<br />f,
<br />(2) L16d NAILS--\
<br />OSB SHEATHING
<br />W/ 1 Od NAILS @ 6" O.C.
<br />- 2x4 BLOCKING @ 24"
<br />OF STAGGERED 10d COMMON WIRE NAILS
<br />OF STAGGERED 30d COMMON WIRE NAILS
<br />STAGGERED 30d COMMON WIRE NAILS
<br />FIRST (4) ROWS OF
<br />TRUSSES FROM EA.
<br />11 ES AND 12" O.C. FIELD
<br />O/C w/ (2) 16d
<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 />END TYP. TOP &
<br />f.
<br />r-_
<br />/,,—JACK TRUSS
<br />TOENAILS @ EA. END
<br />NOTES:
<br />BOTTOM ATTACHED
<br />SEE PLAN FOR
<br />11 ADJACENT NAILS ARE DRIVEN FROM C)PPr)_qlTP -qlnP.(Q 41 FOR 4-PLY PROVIDE 1/4" DIA x 5 1/2" LAG SCREWS OR EQUAL
<br />w/ 12116d TOENAILS
<br />CONNECTION
<br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
<br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-7
<br />OF THE LAST LAMINATION (bPAUL Ab SHOWN 1-Uh 3-FLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/
<br />1 Odx3" @ 4" O/C (2) 12d TOENAILS
<br />EXT. WALL CONN. @ 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 />NON - LOAD BEARING LOCATION KD"� B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4" = V-0" � S5 ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 � 6tU I IUN
<br />2"x4" OUTLOOKER @ 24" -
<br />O.C. W/ (2) 10d PER JOINT
<br />IINIMUM 2x
<br />:ROSS BRACING 4=�
<br />3EE PLAN FOR
<br />OCATIONS) 1 Odx3" O/C
<br />TOENAIL 6" O/C
<br />W/ (2) 16d TYPICAL
<br />(2) 16d PER NAILS
<br />JOINT
<br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL (*�J
<br />SCALE: N.T.S. � S5
<br />.W,
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />SCALE: N.T.S.
<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 />WOOD TRUSSES
<br />SCALE: N.T.S. \\'15�
<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 M
<br />SCALE: N.T.S. � S5
<br />-L" BRACE W/ 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od
<br />WOOD TRUSSES TOE NAILS AT EACH END @
<br />1 24" O/C (TYP)
<br />I v 0
<br />z
<br />-BRACING w/ (3) 1 Od x 3" AT
<br />SIMPSON HGAM10KTAw/(4) e EACH CONN. @ 24" O/C
<br />-MOISTURE BARRIER
<br />1/4"xl 1/2" SDS SCREWS TO
<br />BLOCKING & (4) 1/4"x2 3/4" \_BONDBEAM
<br />TITEN TO CMU
<br />ot-__ MASONRY WALL
<br />2X4 BLOCKING—,,,,,, --2x4 "T" BLOCKING
<br />@ 48' O.C. 16d NAIL
<br />1" BRACE
<br />ATTACHED W/
<br />1 Od NAILS @j4)�'
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DET L r5
<br />SCALE: N.T.S. S5
<br />2X4 "T" BLOCKING
<br />2x4 BLOCKING @ N,
<br />48" O.C.
<br />1" BRACE ATTACHED 16d NAIL
<br />W1 10d NAILS @ 4" O.�N dy
<br />TYPICAL FT-F--"
<br />GABLE TRUSS WEB —/
<br />SINGLE 1" BRACING DETAILr6
<br />SCALE: N.T.S. � S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C r_77T7T,.,—GABLE TRUSS
<br />ttll TRUSS VERTICAL
<br />(2) 2"x8" 1" BRACE
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACEr7
<br />AS PER HIB 91 SCALE: N.T.S. �, �5_
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
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<br />ARCHITECTURAL FINISH NOTE: I
<br />EXT. WALL CONN. 0 NON - LOAD
<br />BEARING LOCATIO (UNEVEN CLG.) rE
<br />SEE TYP. WALL SECTION FOR SCALE: N. S5
<br />ADDITIONAL INFORMATION.
<br />"L" 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-0" - 6'-0"
<br />6'-0" & GREATER
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />NOTE:
<br />1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
<br />I— __ __' . 1 11 1 1... -1 -------- I—
<br />GABLE END BRACING DETAIL SCALE: 3/4"=V-9'
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />'5lMt-ZjL)N Z:iFZ W/ (1Z)
<br />10d NAILS AT EACH
<br />STUD
<br />ENDJACK
<br />1 V-0" MAX.
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<br />HIP FRAMING REFERENCE PLAN
<br />1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />THAT MY BE REQUIRED
<br />2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />AS PER BCSI 1-13
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />� a: I
<br />/TOP & BOT70M CHORD
<br />GABLE END BRACING @
<br />4'-0" O.C. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<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 Engineer's knowledge, infornnation and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />LENNAR
<br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
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<br />SCALE AS NOTED
<br />DATE: 10/2/2018
<br />TECH: MIAMES
<br />VERSION No' 4m2
<br />SHEET NO.
<br />S5
<br />- - -------------- - -------
<br />---77ii7li�!iiii�iiii4,�f,-Fti�iT,,,�-,f�i,�. �wiadm I T_
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