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SEE STRUCTURAL NOTES BACKNAIL W/(2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR BAGKNAIL W/ (2) 16d NAILS SHEATHING DETAIL USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER -9 24' m EA. OUTLOOKER OUTLOOKER FOR SHEATHING DETAIL/ ETAIL O.G. (OPTIONAL - SEE BACKNAIL W/ 2x4 OUTLOOKER REFER TO SECTION J ON ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS 24, O.C. SHEET 55 FOR X-BRACING 24' O.G. NOTES AND NAILING TOP CORD INFORMATION ou TOP CORD 45 f ZX4 GONT L BRACE USP RTI&A OR EQUAL RM TOP CORD BLOCKING SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24'MAX. 9 EA. OUTLOOKER SHEATHING DETAIL USP RT16A OR FIRST FOUR ROWS 3'6 24' O.C_ CMID EQUAL �' EA. OF TRUSSES / / FIRST FOUR ROWS OF OF TRUSSES m EDGES / WOOD TRUSSES TRUSSES fit EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GROSS BRACE OUTLOOKER 4' MAX. EDGES OF USP HGAMIO W/ (4 � / OF SHEATHING TYP. 2X4 KICKER I 2x8 SYPn 'L' BRACE TO 2x4 GROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE 9 8'-0' O.C_ EXTEND LEAST 90io USP 8' FROM RIDGE FASTENED AT RIDGE FASTENED AT 'L' BRACE TO EXTEND �/ / 2x4 CROSS BRACE OF WEB LENGTH 4 EACH JOINT W/ l2) I BOLTS 4 ' S SDS 2x4 RAT RUN APPROX. 8' FROM I NOTCH 6 BOTTOM SPT4 ° EA. EACH JOINT W/ l2) 10d � l2) 10d 4 (2) 10d TOE At LEAST 90�a OF WEB 1/4' x i I/2' SCREWS / � � BRACING AT 24' RIDGE FASTENED AT I STUD 10d TOE NAILS g EA. END I LENGTH (SEE TABLE) / O.C. ON TOP OF CHORD (SEE TABLE) NAILS m EA. END / EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE ABLE TRUSS F OTT• CHORD 10d 4 (2)10d TOE - ; FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I I/2' CDX PLYWOOD OR / FOR 4 TRUSS tv 48 O.C. FOR THE I 1/16' OSB SHEATHING SPANS ATTACHED NAILS EA. END Y BLOCKING I/2' GDX PLYWOOD OR 1/16' FIRST l4) ROWS OF ATTACHED W/ 10d NAILS 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED I tv 6' O.G. EDGES AND 12' TRUSS JOINT 24" O.0 MAX TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING 9 45' O.G. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS 9 6' O.G. EDGES END TYP. TOP 4 I O.G. FIELD (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' OSB SHEATHING -- _= AND 12' O.G. FIELD BOTTOM ATTACHED I (2) 16d NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d (2) 16d NAILS W/ (2) 16-d TOENAILS 2x4 'T' ON TOP OF PANEL 2x4 BLOCKING g 24' IIIBLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - 16d 2x4 "T" BLOCKING 2x4 LEDGER (MATCH BOTTOM CHORD NAILS 6' O.G. EDGES 2x4 PANEL BLOCKING 9 48' 2x4 BLOCKING 10dx3' g 4' O.G. CEILING BOARD PER CODE TOENAILS 6 EA. END 2x4 BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL R ILSCO E 2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL MASONRY WALL 48' O.G. TYP. TOP 4 BOTTOM ATTACHED PER CODE FASTENED WITH Sd COOLER NAILS SP HGA10 9 36 DRYWALL SCREWS 1' O.C. 1(od NAIL 5/8' x 10' 'J' BOLT 9 48' O.C. WEEP SCREED INSTALLED BLOCKING, FASTEN WITH OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 8' O.C. WALLS ARCHITECTURAL FINISH 'L' BRACE USP HTA20 OR EQ. 9 6'-O' O.G. TYPICAL. W1(2)16-d TOENAILS 10dx3' m 4' O.C. WITH ASTM C1002 FOR FIRST 8 -0 FROM END PER MANUF. 4 FRO � DBL. TOP STUD WALL ATTACHED W/ ALTERNATE USP L5TA18 STRAIGHT STRAP 9 4'-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 9 4' O.C. TYPICAL PLATE 10d NAILS 6 4' (SEE TYP. SEC.) O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.G. TYPICAL DROPPED FLAT TOPS OF W/1-10dx1 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' FASTENEDWITH 8d COOLER NAILS TRUSS) uSP SPT24 EACH STUD EXT. WALL CONN. NON -LOAD HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 5 CT I ON 2 COMPLYING WITH ASTM CI002 FOR SECTION 3 6ECTIO1N SEARING LOCATION IDOU5LE "L" BRACING DETAIL 5 FIRSCALE: N.T.S. CJJ OCSTYPIOALROM END WALL g 4' SCALE: N.T.S. CJ�J SCALE: N.T.S. cJJ SEE TYP. WALL SECTION FOR SCALE: 3/4' = I'-�5F, SCALE: N.T.S. S5 DROP HIP DET,41L ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2O'-r�' rlAx 2(d'-m" MAX Sd m 6'OC 2 4 BLOCKING Wll2) 10d 'X' BRACE TCONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T' BLOCKING _m • �o _� TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t 24° MAX. 2x4 OUTLOOKER �' 24 O.C. WOOD TRUSSES x TOE NAILS a EACH END 9 24' O.C. (TYP) OF TRUSSES USP RT16A OR EQUAL 9 EA, x Z_ XI1 2 1 1 22 12 EDGES OF 2x4 CROSS BRACE OUTLOOKER �, SHEATHING APPROX. 8' FROM I 'L' BRACE TO EXTEND AT LEAST TYPICAL RIDGE FASTENED AT 90% OF WEB LENGTH (SEE TABLE) 10d EACH0d i2 I4 TOE NAILS I GABLE TRUSS EA. END I 1/2' GDX PLYWOOD OR 1/16' 065 I TRUSS VERT. WEB- P.T. SILL SILL I SHEATHING ATTACHED W/ D 1 NAILS 6 6' O.G. EDGES AND 12' SPACED 9 48' O.C. AX. I O.C. FIELD BRACING W/(3) 10d x 3' � _ (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS I I 2x4 PANEL BLOCKING 6 48 O.C. FOR THE FIRST I 10dX3' 9 3' O.C. THROUGH CHORD • m EACH CONN, 9 24' O.C. OF STAGGERED 10d COMMON WIRE NAILS lD = 0.148', L = 3') OR EQUAL OF STAGGERED 30d COMMON WIRE NAILS (D = 0201', L = 4 1/2') OR EQUAL OF STAGGERED 30d COMMON WIRE NAILS lD = 0201', L = 4 I/2') OR 8'-0' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x6' P.T. PLATE USP HGAM10 W/(4)-I/4'xl-3/4' MOISTURE BARRIER EQUAL CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' NOTES: MANUF. 4 FRC SECTION R103.12.1 x 11/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL -CSKI SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKING MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING a 48' O.G. KQ 'L' BRACE I 19,d NAIL ATTACHED W/ 10d NAILS 's 4' O.C. TYPICAL GABLE TRUSS WEB SINGLE V BRACING DETAIL SCALE: N.T.S. S5 DIAPHRAGM BLOCKING is 48' O.C. ABLE TRUSS 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' 9 4' O.C. USP HTA20 6 EA. TRUSS ARCHITECTURAL FINISH NOTE: / — — — — TRUSS VERTICAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8, OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VERT. WEB (24' O.C. MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING L7OP 4 BOTTOM CHORD GABLE COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING B 4'-0' O.C. MAX (2) 2x8 'L' BRACE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) 16d COMMON NAILS. LONE INTO EACH OUTSIDE FADE CI002 FOR FIRST 8'-0' FROM END WALL g 4' O.C. TYPICAL 2 MISSED VERTICAL WEB± USE 16d PER SIDE 5/8'x 10' 'J' , BOLT -9 32' O.C. SIMPSON MSTAM36 ON OUTSIDE 2) T, BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) I SECTION MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. e NON - LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER AT LEAST W9. OF THE WEB. jCISSOR GABLE ,T' BRACE T''PIC;AL NAILING SCkEDULES FOR BUILT-UP COLUMNS (a W/ 3/16'x2'0 PLATE WASHER BEARING LOCATION (UNEVEN CLG.) E REWRED MINIMUM PERMANENT TRUSS 5fRACING PLAN � CJ AS PER HIB 91 SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER SCSI 2013 EDITION SCALE: NTS S5 SCALE: N.T.S. CJ� ADDITIONAL INFORMATION. S 2x4 OUTLOOKER a 24' SCISSOR TRUSS 12 O.C. W/ l2 )10d PER JOINT TOP CHORD BLOCKING FOR 15T MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 16d TOE NAILS m EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 NERS (2) 1(od PER 9 6' O.C. JOINT TYPICAL 12" MAX. "L." 5R,4CINC� fRE:QIJIfRE: IE:INTS STUD SPACING NO 'L' BRACE (1) 2x4 (UN.O.) 'L' BRACE 2'x6' (UN.O.) 'L' BRACE 24' 0'0' - 3'-0' 3'-0' - 6'-0' 6'-0' 4 GREATER SCISSOR GABLE - (1) 2x8 12 S.P.F. a EACH VERTICAL AND (2) 2x8 FULL HEIGHT Q DIAPHRAGM BLOCKING i 6.'3 1 MAX. PRE-ENGINEERED OVERLAD TRUSS BRACING AT LEAST TWO TRUSS SPACES 6' OVERLAP 2X4 BRACING 6 48' O.C. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d a EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP • OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. NOTE: ALTERNATE NON -DROP ST 13% OF WEB LENGTH EXCEF`T, SCISSOR CE MUST EXTEND AT ETAO �WH MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING GABLE CH REQUIRES BRACE EXTEND FULL HEIGHT OF GABLE. CROSS 5R,4CING DE=T,41L J C;,45LE END DETAIL 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS 6 4" O.C.. TfRIJ55 5R,4CING OVEFL,4}= DET,41L \-COSMETIC DROP CEILING FRAMING SCALE: N.T.S. CJ SCALE: N.T.S. SCALE: N.T.S. CJ� SCISSOR TRUSS UJ/ DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS I GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 55 S5 END JACK * 'L' BRACE W/ 10d 9 4' O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. b,g MAX. 'L' BRACE W/ 10d a 4' o.C. II'-01 MAX. S5 12 OUBLE TOP PLATE 6.9 MAX. 5 (SEE SCHEDULE FOR SIZE 5 S5 AND LOCATION) S5 * Lu �qc� 2X4 LEDGER GABLE TRUSS Lu 0 u COINER JACK * USP LSTA 18 6 _0- = � b S5 O * iF iF it d e °d e e a ' e.d a a a. UPLIFT CONNECTIONS - TOP � 4 I P F RA4 'I I NCB TupS g 16' O.C. GONT. BEARING ONT. BEARINGDBL, PLATE USP HGA10 (TYP.) STUDS o 16' O.C. USP SPT24 WOOD FRAMED C-A5LE END BRACING DETAIL USE USP HTA20 (OR EQUAL) CONNECTORS a MASONRY OR uaP RT16A (OR EQUAL) CONNECTM a FRAME WALLS 4 USP RM is HIP JACK TO FRAME WALLS C� ,46 L E: EN[)B R,4C 1 NCB D E T,41 L ®EACH STUD ,45L E END 5R,4C INCH Q E T,41 L SCALE: 3i4'=I'-O' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. � 3'R �I ` . x� oaoa 4 YtiC oad oaa oa�xy goaC;bYe Y.. . DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 o 0 N Z w o? N 0 z L3 � M O^ Q (n J Ln aWw^ zHaaM o zv~i� W w Lu J 0 o 0 � U Q W w V) w O W m = O = V) � Z ) Q � Q O O zw Q Q Z z Lu J O c/) =D (y) �O TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = I08MPH), 3 SEC. GUST, EXPOSURE "C ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2020 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ©2020 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE 10.09.19 1.04 UPDATE BAR LAP SPLICE DET. A/S3 & J/S6 VERSION NO. 1.04 / 10.09.19 P 9 � y a ✓� o v:l •` a b w O w CIO C=3 —J CV z O Lu Q w U L�f W U' '® �0 W LucC w4t Z Q 1,14 Lu Lu a- o_ W ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390743 DATE ISSUED: 05.14.20 DRAWN BY: LF REVIEWED BY: TH S5 �O CD CD 1 1 co LO