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SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2)16d NAILS AND NAILING SCHEDULE FOR U5P RTI&A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER a 24' SHEATHING DETAIL G EA, OUTLOOKER OUTLOOKER FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE BACKNAIL W/ 22x4 OUTLOOKER REFER TO SECTION J ON ELEVATIONS) SEE STRUCTURAL (2) I6d NAILS 24' O.C. SHEET 55 FOR X-BRACING IT 24' O.G. TOP CORD 45f ,�� 2X4 CONT'L' BRACE USP Rt16A OR EQUAL SCHEDULE FORTES AND TOP CORD INFORMATION TOP CORD BLOCKING BLOCKING FOR BLOCKING FOR FASTENED W/ (2) Imd FOR FIRST FOUR ROWS 24' MAX, EA. OUTLOOKER SHEATHING DETAIL U5P RT1(oA OR FIRST FOUR ROWS 3'g 24' O.C_ CMID EQUAL m EA. OF TRUSSES tv N / FIRST FOUR ROWS OF OF TRUSSES � EDGES WOOD TRUSSES TRUSSES m EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GRO55 BRACE OUTLOOKER 4'MAX. EDGES OF USP HGAMIO W/ (4 / OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE TO 2x4 GR055 BRAGS APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE EXTEND m LEAST 90% RIDGE FASTENED AT ' ' BOLTS 4 (4) SOS 2x4 RAT RUN 8 -0 O.G_ USP 8 FROM RIDGE FASTENED At L BRACE TO EXTEND �/ / 2x4 CROSS BRACE I OF WEB LENGTH 4 SPT4 g EA. EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ (2) I At LEAST 90% OF WEB APPROX. 6' FROM NOTCH a BOTTOM 10d 4 (2) 10d TOE I 1/4' x I I/2' SCREWS / �, � BRACING P 24' RIDGE FASTENED AT 1 CHORD (SEE CABLE) STUD 10d TOE NAILS � EA. END LENGTH (SEE TABLE) / � O.G. ON TOP OF 2X6 FRAMED WALL -SEE NAILS 9 EA. END / / BOTT. CHORD ABLE TRUSS EACH JOINT W/ (2) USP RT3A WITH 8-8d WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I I/2' CDX PLYWOOD OR FOR 4 TRUSS 10d (2)10d TOE - • ; FROM LEDGER TP 48' O.C. FOR THE I 1/16' OSB SHEATHING __ __ SPANS ATTACHED NAILS a EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' FIRST (4) ROWS OF I ATTACHED W/ 1Od NAILS 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS 055 SHEATHING ATTACHED m 6' O.C. 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.C. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS 6' O.G. EDGES END TYP. TOP 4 I O.C. 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) I6d 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 24' 2x4 LEDGER (MATCH BOTTOM CHORD L NAILS 41 6' O.G. EDGES 2x4 PANEL BLOCKING 9 48' 2x4 BLOCKING TBLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - I6d 2x4 'T' BLOCKINCz IN]10dx3' s 4' O.G. CEILING BOARD PER CODE TOENAILS 6 EA. END 2x4 $LOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.G. FOR THE FIRST (4) ROWS 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR m 2'x6' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL MASONRY WALL 48' O.C. TYP. TOP 4 BOTTOM ATTACHED PER CODE FASTENED WITH 8d COOLER NAILS SP HGA10 ,8 36 DRYWALL SCREWS 1' O.C. 16d NAIL x 10' 'J' BOLT m 48' O.G. 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. 6 6'-0' O.C. TYPICAL. W/ l2)16-d TOENAILS 10dx3' 4' O.C. WITH A5TM C1002 FOR FIRST 8 -0 FROM END PER MANUF. 4 FRG � DBL. TOP STUD WALL ATTACHED W/ ALTERNATE U5P LSTA18 STRAIGHT STRAP 0 4'-O' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 6 4' O.G. TYPICAL PLATE 106 NAILS 6 4' O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT (SEE TYP. SEC.)USP SPT24 � EACH STUD 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)EXT. WALL, CONN. Q NON -LOAD HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 5 �T I CI `� 2 COMPLYING WITH ASTM C1002�FOR SECTIONl63�'� 5ECTIO�1 BEARING LOCATION D DOUBLE �� BRACING DET,41L 5 FIRSCALE: N.T.S. 5 OCSTYPICA ROM END WALL 4' SCALE: N.T.S. SCALE: N.T.S. 5J SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-O' S�J SCALE: N.T.S. S5 DROP HIP D E T,41 L. ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) I(od NAILS 20'-0' MAX 20'-O' MAX SCHEDULE FOR SHEATHING DETAIL Sd a 6'O.x 4 BLOCKING W/l2)10d 'X' BRACE 5EE DET, J/65 7GONTINUOU5 BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T' BLOCKING C. 2 -- - TOP CORD WOOD TRUSSES TOE NAILS g EACH ENp g -4 x BLOCKING FOR 45° f 24' MAX. 2x4 OUTLOOKER �' 24' O.G. (TYP) • «� FIRST FOUR ROWS 24 O.G. s FOF IRST TRUSSES m USP RT16A OR EQUAL m EA. EDGES OF 2x4 CRO55 BRACE OUtLOOKER 2 22 I2 SHEATHING APPROX. 8' FROM I 'L' BRACE t0 EXTEND AT LEAST TYPICAL RIDGE FASTENED At EAGH JOINt W/ (2) 10d 90% OF WEB LENGTH (SEE TABLE) td�• Iz IZ 4 (2)10d TOE NAILS e I GABLE TRUSS EA. END I I 1/2' CDX PLYWOOD OR 1/16' O5B 2x6 P.T. SHEATHING ATTACHED W/ 10d Lu TRUSS VERT. WEB MAX.SILL I NAILS 9 6' O.C. EDGES AND 12' SPACED g 48' O.C.I>i I O.C. FIELD BRACING W/(3) 10d x 3' 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 2x4 PANEL BLOCKING 48' O.C. FOR THE FIRST I 10dX3' 3' O.G. THROUGH CHORD • EACH CONN. 24' O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-0' OF END WALL FROM EA. END TYP. BOT70M I INTO 2'x6' P.T. PLATE USP HGAMIO W/(4)-1/4'xl-3/4' (D = 0.148', L = 39 OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR 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 FRG SECTION RF03.12.1 x 1 1/2' 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 - SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) py MOISTURE BARRIER MASONRY WALL 2x4 'T' ON TOP OF PANEL BLOCKING, 2x4 BLOCKING 6 48' O.C. "d ° 'L' BRACE I I66 NAIL ATTACHED W/ F 10d NAILS �1 4' O.G. TYPICAL GABLE TRUSS WEB SINGLE V 5RAGING DETAIL 6 SCALE: N.T.S. Sr✓" DIAPHRAGM BLOCKING g 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 IOdx3' 9 4' O.C. USP HTA20 ,9 EA. TRUSS NOTE: — — — — TRUSS VERTICAL THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 5/8' OR I/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VERT. WEB l24' O.C. MAX.) U SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP GUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING a 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) I6d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE C1002 FOR FIRST 8'-0' FROM END WALL � 4' O.C. TYPICAL MISSED VERTICAL WEBS USE 5/S'x 10' 'J' BOLT 9 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT I6d PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) , 5 C T I O I MINIMUM W FROM PLATE SPLICES EXT. WALL CONN. 0 NON - LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER AT LEAST W% OF THE WEB. 5G1550R GABLE T 5RAGE TYPICAL NAILING 5GHEDULE5 FOR BUILT-UP COLUMN5 g I W/ 3/16'x2'0 PLATE WASHER BEARING LOCATION (UNEVEN CLG) E REQUIRED MINIMUM FERMANENT TRUSS BRACING PLAN � � SCALE: N.T.S. AS PER H1B 91 SCALE: N.T.S. S5 SCALE: N.T.5. 5J SEE TYP. WALL SECTION FOR SCALE: N.T.S. SJ AS PER 5C51 2013 EDITION SCALE: KTA CJ� SJ ADDITIONAL INFORMATION. 2x4 OUTLOOKER m 24' SCISSOR TRUSS 12 O.C. W/ (2) 10d PER JOINT TOP CHORD BLOCKING FOR IST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 16d TOE NAILS ,9 EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.G. 2x4 NERS (2) I6d PER 6' O.C. JOINT TYPICAL 12" MAX. "L" 5R4CING RE =IRE: IENT5 STUD SPACING NO 'L' BRACE (1) 2x4 (UND.) 'L' BRACE 2'x6' (UND.) 'L' BRACE 24' 010' - 3'-0' 3'-0' - 6'-0' 6'-O' 4 GREATER SCISSOR GA5LE - (1) 2x8 #2 5.f=,F. ,s EACH VERTICAL AND (2) 2x8 FULL HEIGHT Q DIAPHRAGM BLOCKING 6.9 I MAX. PRE-ENGINEERED OVERLAP TRU55 BRACING OVERLAP WOOD TRUSSES AT LEAST TWO TRUSS 5PACE5 0' 2X4 BRACING 6 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d a EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP • OR BOTTOM OF THE BOTTOM CORE)) m CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. I I _LvLNOTE: H ALTERNATE NON -DROP GABLE WHICH REQUIRES BRACE5CE MU5T EXTEND ATETO EXTEND FUELBHEIGHT OF GABLELENGTH BCISSOR MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING CR055 5R,4CING DEiT,41L J GABLE END DETAIL 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS m 4' O.C.. TRU55 5R,4CING OVE:RL,4P DE.T,41L \-COSMETIC DROP CEILING FRAMING SCALE: N.T.S. 5J SCALE: N.T.S. SCALE: N.T.S. 5J SCISSOR TRU55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1 GABLE TRUSS S5 4 S5 'L' BRACE W/ 10d -9 4' O.G. 12 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX 6.9 MAX. 'L' BRACE W/ lOd s 4' O.G. 5 (SEE SCHEDULE FOR SIZE 5 5g AND LOCATION) S5 ABLE TRUSS 6 6 SS S5 3 12 SS OUBLE TOP PLATE 6°g MAX. 2X4 LEDGER USP LSTA 18 UPLIFT CONNECTION5 - TUDS a 16' O.C. H I P FRAMING FEN I y� /CONT. BEARING T. BEARING DBL. TOP PLATE USP NGAIO (TYP.) STUDS ®16' DG. USP SPT24 WOOD FRAMED GABLE END BRACING DETAIL 1 �l � 5 �,� C I I V G � E T ,mac I L ®EACH STUD � USE USP N?A2(D (OR EQUAL) CONNECTORS � MASONRY GABLE END B R4 C I NG DETAIL SCALE: 3/4'=1'-O' OR USP RTIbA (OR EQUAL) CONNECTORS 0 FRAME MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WALLS 4 USP RM a HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK II'-0' MAX. �F �o Lu 0 _v ::MER JACK O !Y Lu O # iF iF DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o O N z Lu z 00 0 � M < tun, Lu LL. Z la—aar� 00 z 17) W WCD J O Jko U Lu W Lu Lu CL c = O V) V) � J Q 1 m Q O C0 m U O z Lu Z Q Z � � � O CL 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 = 108MPH(, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. 02019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. 02019 -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 UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION�q;_A.Q3 -/- 02.1 1.19 may' ,v" - - .J.m ♦b`� u q .. o -lam . y,}y�� f� c-sue � O W m J z O J W = U W" 0 Lu Lu m _ 10 � 00 Z Q N W = W W W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 O O 100 LO