|
SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTE 5 5ACKNAIL W/ (2)16d NAILS
<br />AND NAILING SCHEDULE FOR USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER s1 24'
<br />SHEATHING DETAIL 1v EA, OUTLOOKER 2x4 FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE BACKNAIL W/ F2x4 OUTLOOKER REFER TO SECTION J ON
<br />OUTLOOKER ELEVATIONS) SEE STRUCTURAL L(2) 16d NAILS 9 24' O.C. SHEET 55 FOR X-BRACING
<br />6 24' O.C. je,NOTES AND NAILING TOP CORD INFORMATION
<br />45 �'� 2X4 CONT'L' BRACE USP RTI&A OR EQUAL SCHEDULE BLOCKING FOR
<br />TOP CORD FASTENED W/ 12) 10d TOP CORD BLOCKING ED LE FOR
<br />BLOCKING FOR FOR FIRST FOUR ROWS z4' MAx. 9 EA- OUTLOOKER SHEATHING DETAIL USP Rt16A OR FIRST FOUR ROWS
<br />3'e 24' O.C_ CMID EQUAL 0 EA, OF TRUSSES 6
<br />FIRST FOUR ROWS OF OF TRUSSES � EDGES / WOOD TRUSSES
<br />HEIGHT 2x4 CROSS BRACE OUTLOOKER 4' MAX. EDGES OF
<br />TRUSSES m EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE USP HGAM10 W/ l4 � /
<br />OF SHEATHING TYP. 72XKI�KER 2x8 SYP"2 'L' BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE \
<br />O.C_ EXTEND O LEAST 90% RIDGE FASTENED AT
<br />2x4 CROSS BRACE USP 8 FROM RIDGE FASTENED AT L BRACE TO EXTEND BOLTS l4) SDS \/ / 2x4 RAT RUN
<br />OF WEB LENGTH 4 6PT4 g EA. EACH JOINT W/ (2)10d 4 (2) EACH JOINT W/ (2) I At LEAST 909- OF WEB /\
<br />APPROX. 8' FROM I NOTCH .1 BOTTOM 10d 4 (2)10d TOE I LENGTH (SEE TABLE) 1/4' x 1 1/2' SCREWS / / \ \ BRACING AT 24'
<br />RIDGE FASTENED AT CHORD (SEE TABLE) STUD 10d TOE NAILS EA. END NAILS g EA, END / \
<br />EACH JOINT W/ (2) USP RT3A WITH 8-2d 2X6 FRAMED WALL - SEE ABLE TRUSS / 5O ON TOP OF
<br />BOTT, CHORD
<br />WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I 1/2' CDX PLYWOOD OR FOR 4 TRUSS
<br />10d 4 l2)10d TOE - • ; FROM LEDGER TP , 1/16' 055 SHEATHING SPANS ATTACHED
<br />NAILS EA. END Y BLOCKING 48 O.G. FOR THE I
<br />1/2 CDX PLYWOOD OR 1/16 FIRST (4) ROWS OF I ATTACHED W/ 10d NAILS
<br />2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRU55 055 SHEATHING ATTACHED m 6' O,C. EDGES AND 12' 7RU5S JOINT
<br />24" O.0 MAX TRUSSES FROM EA.
<br />IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING 9 48' O.G. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS 6' O.C. EDGES END TYP. TOP 4 I O.C. FIELD
<br />(see detail in eng pack for grade) or G.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. -- AND 12' O.C. FIELD I (2)16d NAILS
<br />BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS I 1/16 OSB SHEATHING -- BOTTOM ATTACHED 2x4 BLOCKING 24'
<br />ATTACHED W/ 10d (2)16d NAILS W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL O.C. W/ 2 - 16d 2x4 'T' BLOCKING
<br />2x4 LEDGER (MATCH BOTTOM CHORD NAILS m 6' O.G. EDGES 2x4 PANEL BLOCKING 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH TOENAILS 6 EA. ENE)
<br />SLOPE OF ADJACENT SCISSOR TRUSS) AND 12'O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' m 4' O.C. CEILING BOARD PER CODE 2x4 BLOCKING
<br />WANOTCH 'L' BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR 0 46' O.G. 2'xb' P.T. SILL OF TRUSSES FROM EA. END 2x4 t ON TOP OF PANEL SP HGAIO � 36' MASONRY WALL 16d NAIL
<br />5/8' x 10' 'J' BOLT 11 48' O.G. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH Sd COOLER NAILS DRYWALL SCREWS 1 O.C.
<br />WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 8' O.C. WALLS ARCHITECTURAL FINISH 'L' BRACE
<br />USP HTA20 OR EQ. m 6'-0' O.G. TYPICAL. W/ (2) 16-d TOENAILS 10dx3' 4' O.G, WITH ASTM C1002 FOR FIRST 8'-0' FROM END
<br />PER MANUF. 4 FRG DBL. TOP SCUD WALL ATTACHED W/
<br />ALTERNATE USP LSTAIS STRAIGHT STRAP 0 4'-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 6 4' O.G. TYPICAL PLATE 10d NAILS 'a 4'
<br />(SEE TYP. SEC.)
<br />O.C. ALIGNED WITH GABLE WEB. ATTACH t0 TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.C_ TYPICAL
<br />DROPPED FLAT TOPS OF
<br />W/1-10dx1 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' FASTENEDWITH 8d COOLER NAILS TRUSS) USP SPT24 EACH SCUD EXT. WALL CONN. 6 NON -LOAD
<br />HIPS FOR FRAMING TAPCONS. f �I OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB
<br />(GIRDER NOT DROPPED) 5 C T f C � `� 2 COMPLYING WITH A5TM C1002�FOR 5E CT 101�1 3 S� CT I ON � �E�4RINC� LOCATION D DOUBLE '�' 5>�,4GINC� pEt,41L 5
<br />SCALE: N.T.S. 5.>' O.C.TYPICAL FIRST 6-0' FROM END WALL 4 SCALE: N.T.S. SCALE: N.T.S. C.>�J SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' CJ SCALE: N.T.S. S5
<br />DROP HIP DETAIL. ADDITIONAL INFORMATION.
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS 20'-O' MAX 20'-0' MAX
<br />SCHEDULE FOR SHEATHING DETAIL 'X' 8d a 6'OC 4 BLOCKING W/l2)10d
<br />BRACE SEE DET, J/S51 v-CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T' BLOCKING
<br />2
<br />_
<br />� •
<br />�o
<br />-�
<br />TOP CORD
<br />BLOCKING FOR
<br />FIRST FOUR ROWS
<br />45' t
<br />24 MAX 2x4 OUTLOOKER •
<br />24 O.G.
<br />WOOD TRUSSES
<br />x
<br />TOE NAILS EACH END
<br />24' O.C. (TYP)
<br />g
<br />USP Rt16A OR EQUAL tv EA.
<br />•
<br />xl I
<br />2
<br />I' 1
<br />22 Iz
<br />EDGES OFTRUSSES
<br />2x4 GROSS BRACE
<br />�
<br />OUTLOOKER
<br />SHEATHING APPROX, S' FROM
<br />I
<br />'L' BRACE TO EXTEND AT LEAST
<br />TYPICAL RIDGE FASTENED AT
<br />'30% OF WEB LENGTH (SEE TABLE)
<br />Ad
<br />1�
<br />4 O
<br />(2)10d E NAILS
<br />I
<br />GABLE TRUSS
<br />EA. END
<br />I
<br />1/2' CDX PLYWOOD OR 1/1W OSB
<br />TRUSS VERT. WEB I
<br />t
<br />2x6 P.T.
<br />SILL I
<br />SHEATHING ATTACHED W/ 1001
<br />NAILS � 6' O.C. EDGES AND 12'
<br />z
<br />Lu
<br />SPACED m 48' O.C.
<br />I
<br />O.C. FIELD
<br />BRACING W/(3)10d x 3'
<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
<br />IAX.
<br />2x4 PANEL BLOCKING 48' O.G. FOR THE FIRST
<br />2x4 N
<br />1
<br />6
<br />10dX3' 3' O.C. THROUGH CHORD
<br />• 9 EACH CONN. 6 24' O.C.
<br />OF STAGGERED 10d COMMON WIRE NAILS
<br />(D = 0.148', L = 3') OR EQUAL
<br />OF STAGGERED 30d COMMON WIRE NAILS
<br />(D = 0201', L = 4 1/2') OR EQUAL
<br />OF STAGGERED 30d COMMON WIRE
<br />NAILS (D = 0201', L = 4 1/2') OR
<br />END WALL FROM EA. END TYP. BOTTOM
<br />I
<br />INTO 2' P.T. PLATE
<br />USP HGAM10 W/(4)-1/4'xl-3/4'
<br />MOISTURE BARRIER
<br />EQUAL
<br />CORD ATTACHED W/ (2) 16-d TOENAILS
<br />I
<br />WEEP SCREED INSTALLED PER
<br />WEDGE BOLTS 4 (4) SDS 1/4'
<br />NOTES'
<br />I I I
<br />MANUF. 4 FRC SECTION R103.12.1
<br />x 1 1/2' SCREWS
<br />BOND BEAM
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4'
<br />DIA. x 5 1/2' LAG SCREWS OR EQUAL
<br />-
<br />SIDES OF THE COLUMN
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />2x4 'T' ON TOP OF PANEL BLOCKING
<br />MOISTURE BARRIER
<br />MASONRY WALL
<br />�I
<br />I0111
<br />�
<br />fr!m
<br />rol
<br />2x4 BLOCKING
<br />a 413' O,C.
<br />Q
<br />'L' BRACE I 16d NAIL
<br />ATTACHED W/
<br />106 NAILS m 4'
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />SINGLE V 5R4CING DETAIL
<br />SCALE: N.T.S. Sr✓'
<br />a
<br />DIAPHRAGM
<br />BLOCKING �
<br />O.C.
<br />— ABLE TRUSS
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' a 4' O.C. USP HTA20 m EA. TRUSS ARCHITECTURAL FINISH NOTE: — — — — TRUSS VERTICAL
<br />THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/5' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd JVERT. WEB (24' O.G. MAX.) U SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE
<br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH A5TM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING a 4'-0' O.C. MAX. (2) 2x8 'L' BRACE
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO ND5 SECTION 153 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3)
<br />C1002 FOR FIRST 8'-0' FROM END WALL �' 4' O.G. TYPICAL MISSED VERTICAL WEB± USE
<br />trod COMMON NAILS. (ONE INTO EACH OUTSIDE FACE , , , 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 16d PER SIDE
<br />5/S x FROM PLATES J BOLT 32 O.C. SIMPSON MSTAM36 ON OUTSIDE CES EXT. WALL CONN. 6 NON - LOAD BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST W96' OF THE WEB. o w
<br />OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) ,
<br />ri��
<br />SECTION MINIMUM 3/16' 2'0 PLATE WASHER BEARING LOCATION (UNEVEN CLG.) SCISSOR GABLE T BRACE
<br />� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � �
<br />TN'FICAL NAILING 5CHEDULE5 FOR BUILT-UP COLUMNS ra�� As PER HIB 31 SCALE: N.T.S. 55
<br />5 SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BC51 2013 EDITION SCALE: N.T.S.
<br />SCALE: N.T.S. 51j ADDITIONAL INFORMATION. SJ S�
<br />2x4 OUTLOOKER m 24' SCISSOR TRUSS
<br />O.C. W/ (2) 10d PER JOINT 12
<br />TOP CHORD BLOCKING FOR 1ST
<br />MINIMUM 2x FOUR ROWS OF TRUSSES, USING
<br />CROSS BRACING (2)16d TOE NAILS m EA. END
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />10dx3' O.C. 2x4 IRS
<br />(2) 16d PER a 6' O.G.
<br />JOINT TYPICAL
<br />1 12" MAX.
<br />ILII BR % C ING RECQU I REt 1E:NT5
<br />"L.""t
<br />STUD
<br />SPACING
<br />NO
<br />'L' BRACE
<br />(1) 2x4 (UN.O.)
<br />'L' BRACE
<br />2'x6' (UN.O.)
<br />'L' BRACE
<br />24'
<br />010' - 3'-0'
<br />3'-0' - 6'-0'
<br />6'-0' 4 GREATER
<br />SCISSOR GABLE - (1) 2x5 *2 S.P.F. rat EACH VERTICAL AND
<br />(2) 2x5 FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />6,9 I MAX.
<br />PRE-ENGINEERED OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES 6" OVERLAP 2X4 BRACING a 48' O.C. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W/
<br />2-10d 6 EA. TRUSS (NOTE: BRACING
<br />WOOD TRUSSES
<br />MAY BE PLACED ON EITHER TOP
<br />oR BOTTO"I OF THE BOTTOM CORD)
<br />NOTE:
<br />CONTINUOUS BOTTOM CORD BRACING 2x4 MIN.
<br />ALTERNATE NON -DROP
<br />1) "L' BRACE MUST EXTEND AT LEAST 90%o OF WEB LENGTH EXCEPT, SCISSOR
<br />TO PULL HEIGHT GABLE.
<br />MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING
<br />CR055 8R,'4C ING DET,4IL J
<br />GABLE END DETAIL
<br />GABLE WHICH REQUIRES BRACE EXTEND OF
<br />2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS m 4' O.C_
<br />TRUSS BR,4C ING OVERLAP DET,4IL M
<br />COSMETIC DROP CEILING FRAMING
<br />SCALE: N.T.S. 5
<br />SCALE: N.T.S.
<br />SCALE: N.T,S. 5J
<br />SCISSOR TRU55
<br />W1 DROP CEILING BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />GABLE TRUSS
<br />S5 4
<br />S5
<br />'L' BRACE W/ 10d 9 4' O.C. 12
<br />(SEE SCHEDULE FOR SIZE
<br />IZ AND LOCATION) 6.9 MAx
<br />6,'B MAX. 'L' BRACE W/ 10d • 4' O.C.
<br />5 (SEE SCHEDULE FOR SIZE
<br />5 g5 AND LOCATION)
<br />S5
<br />FIR w
<br />ABLE TRUSS
<br />6 6
<br />55
<br />S5
<br />a.:
<br />..
<br />3
<br />12 OUBLE TOP PLATE
<br />6,9 MAX.
<br />2X4 LEDGER
<br />USP LSTA 18
<br />UPLIFT CONNECTIONS -
<br />T
<br />H I P FR,41 LING IJDS g 16' O.C.
<br />CONT. BEARING T. BEARIW3 DBL. TOP PLATE USP 1-6A10 (TYP.) STUDS aI6' OC. USP SPT24 WOOD FRAMED GABLE END BRACING DETAIL
<br />G,48L E END BR,4C I NG D E T,4 I L EACH STUD USE u5P NTa20 (oR EQUAL) coNNEctoRs •MASONRY
<br />C ,4 8 L E END B R4 C I NG D E T,4 I L SCALE: 3/4' 4-0' OR U5P RTIbA (OR EQUAL) CONNECTORS • FRAME MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S,
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WALLS 4 USP RM • NIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION
<br />END JACK
<br />11'-0" MAX.
<br />do ,F
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<br />All
<br />Y CORNER JACK
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<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=30.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />©2019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRfT(EN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSSz EFERENCETABLE
<br />VERSION. NO. 1,03 / 02,11119
<br />�a.
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<br />Q LLI = LLI LLI
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<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390443
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S5
<br />DO
<br />1I 1 1111 1 1 i
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