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SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2)16d NAILS AND NAILING SCHEDULE FOR USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 24' SHEATHING DETAIL * EA OUTLOOKER 2x4 FOR SHEATHING DETAIL O.G. (OPTIONAL - SEE BAGKNAIL W/ 2x4 OUTLOOKER REFER t0 SECTION J ON OUTLOOKER * 24' O.C.ELEVATIONS) SEE STRUCTURAL (2)16d NAILS SHEET 55 FOR X-BRACING 24' O.G. NOTES AND NAILING tOF CORD INFORMATION TOP CORD 45't .'� 2X4ASTEENEDKED 'BRACE W/ l2)10d TOP CORD BLL-KING USP Rt16A OR EQUAL- SCHEDULE FOR BLOCKING FOR BLOCKING FOR �� FFOR FIRST FOUR ROWS 24' MAX. * EA. OUTLOOKER SHEATHING DETAIL USP RT16A OR FIRST FOUR ROWS 3'* 24' O.C_ CMIDOF EQUAL * EA. OF TRUSSES * \ \ / WOOD TRUSSES FIRST FOUR ROWS OF I HEIGHT TRUSSES EDGES 2x4 CROSS BRACE OUTLOOKER 4' MAx. EDGES OF / TRUSSES * EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE USP HGAMIo W/ l4 \ / OF SHEATHING TYP. 2X4 KICKER I 2x8 ND L BRACE TO 2x4 CROSS BRACE APPROX APPROX 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE \ * 8'-0' O.C. EXTEND * LEAST 9090 RIDGE FASTENED AT BOLTS t (4) SDS / 2x4 RAT RUN 2x4 CROSS BRACE OF WEB LENGTH t USP 8 FROM RIDGE FASTENED At EACH JOINT W/ (2) I L BRACE TO EXTEND /\ \ \ SPT4 * EA. EACH JOINT W/ (2) 10d 4 (2) AT LEAST W% OF WEB 1/4' x 1 1/2' SCREWS / >1 \ BRACING At 24' APPROX. 8' FROM NOTCH * BOTTOM STUD loci TOE NAILS +� EA, END loci t (2) 10d TOE RIDGE FASTENED AT I CHORD (SEE TABLE) I LENGTH (SEE TABLE) / \ O.C. ON TOP OF NAILS � EA. END / \ EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE ABLE TRU5-9 BOTT. CHORD loci 4 (2)10d TOE - FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I I/2' CDX PLYWOOD OR FOR 4 TRUSS ' * 48' O.C. FOR THE I 1/I6' OSB SHEATHING __ SPANS ATTACHED NAILS * EA END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' ATTACHED W/ loci NAILS W/ 2 - Mod At EA FIRST l4) ROWS OF 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED ( +� 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 * 48' O.C. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS * 6' O.G. EDGES END TYP. TOP t ( 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. AND 12' O.G. FIELD I (2)16d NAILS 1/16 OSB SHEATHING BOTTOM ATTACHED BOTTOM CORD ATTACHED W/ (2)16-01 TOENAILS ATTACHED W/ 10d I Tmj I PgI(2) Ibd NAILS W/ (2)16-d TOENAILS 2x4 't' ON TOP OF PANEL 2x4 BLOCKING * 24' 2x4 LEDGER (MATCH BOTTOM CHORD NAILS +� 6' OG. EDGES 2x4 PANEL BLOCKING * 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.G. W/ 2 - Ibd 2x4 'T' BLOCKING 10dx3' * 4' O.G. CEILING BOARD PER CODE TOENAILS • EA END 2x4 BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.G. FOR THE FIRST (4) ROWS 5/8' OR I/2' NIGH STRENGTH CEILING BOARD W/ 13/8' DRYWALL NAILS OR � 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. 5/6' x 10' 'J' BOLT * 48' O.C. TYP. TOP t BOTTOM ATTACHED BLOCKING FASTEN WITH PER CODE FASTENED WITH Sd COOLER NAILS P HGA10 * 366d NAIL WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SOWS COMPLYING O.C.DRYWALL SCREWS 1 O.C.OG USP HtA20 OR EQ 6'-0' O.C. TYPICAL. W/ (2)16-d TOENAILS 10dx3' +� 4' O.C.CEILING t 8 O.C. WALLS ARCNITEC1lJRAL FINISH L BR4GE PER MANUF. 4 FRCWITH ASTM G1002 FOR FIRST 8'-0' FROM END OBL. TOP STUD WALL ATTACHED W1 ALTERNATE USP LSTA18 STRAIGHT STRAP * 41-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 0 4' O.C. TYPICAL PLATE 10d NAILS * 4' (SEE TYP. SEC.) O.C. ALIGNED WITH GABLE WEB. ATTACH t0 TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.G. TYPICAL DROPPED FLAT TOPS OF W/1-10dxl 1/2' AND TO MASONRY W/ (3) 3/1(o'x 2 1/4' FASTENEDWITH 8d COOLER NAILS TRUSS) USP 51FT24 * EACH STUD EXT, WALL CONN. e NON -LOAD HIPS FOR FRAMING TAPCONS. OR 1 19' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 6ECTIO 2 COMPLYING WITH ASTM GIO02 FOR 5E:GTION 3 SE:CTION .� BEARING LOGATIONKooz�)DOUBLE V BRACING DETAIL 5 FIRST 8'-0' FROM END WALL * 4' SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: 3/4' = I'-0' DROP �"'�IP DET,4IL SCALE: N.T.S. Sr,� O.C. TYPICAL �� S� ADDITIONAL INFORMATION.5�J SCALE: N.T.S. s5 SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL zm -¢�• MAX 11 zla -m' MAX 'IL 8d * 6'O.C. 2 x 4 BLOCKING W/(2)10d 'X' BRACE SEE DET. J/55 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T' BLOCKING TOP TOE NAILS *EACH END * BLOK�FOR 45' t 24 MAX. 2x4 OUTLOOKER * WOOD TRUSSES 24' O.G. (TYP) • �, FIRST FOUR RODS 24 O.G. OF TRUSSES * 2x4 cRo815RACE I OUTLOOKEROR EQUAL * EA EDGES OF 22 12 SHEATHING APPROX 8RO1 TYPICAL RIDGE FASTENED AT I ,L90% OF WEB LENGTH (SEE TABLE) I I • x 4 � 0d TOE NAILS loci I GABLE TRUSS ' EA END I 1/2' CDX PLYWOOD OR 1/16' OSB TRUSS VERT. WEB—1 2x6 P.T. I SHEATHING ATTACHED W/ 10d SPACED * 48' O.C. AX. SILL NAILS * 6' O.G. EDGES AND 12' (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 1 1 I O.G. FIELD BRACING W/(3)10d x 3' 2x4 PANEL BLOCKING * 48' O.C. FOR THE FIRST I • * EACH CONN. * 24' O.C. OF STAGGERED loci COMMON WIDE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-0' OF END WALL FROM EA END TYP. BOTTOM lodX3' * 3' O.C. THROUGH CHORD • I INTO 2'xb' P.T. PLATE USP HGAMIO W/(4)-I/4'xl-3/4' lD = 0.148, L = 3) OR EQUAL l0 = 0201, L = 4 I/2) OR EQUAL NAILS lD = 0201, L = 4 I/2) OR MOISTURE BARRIER CORD ATTACHED W/ (2) lb-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SIDS 1/4' NOTES: EQUAL _I I I MANUF. 4 FRG SECTION R103.12.1 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) MOISTURE BARRIER MASONRY WALL 2x4 IT' ON TOP OF PANEL BLOCKING, 2x4 BLOCKING----"'_r * 48' O.C. 'L' BRACE 16d NAIL ATTACHED W/ 10d NAILS * 4' O.C. TYPICAL k GABLE TRUSS WEB k SINGLE V BRACING DETAIL 6 SCALE: N.T.S. 5b Ik k Ike DIAPHRAGM BLOCKING 48O C. 1 _ _ 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' * 4' O.C. USP HTA20 * EA TRW NOTE: _-- " / — — — — TRUSS VERTICAL ARCHITECTURAL FINISH L TWICKNE5S OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VE1T• WEB (24' O.G. MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ l2) 6) REFER TO ND5 SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR I I/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING * 4'-0' O.C. MAX (2) 2x8 'L' BRACE C1002 FOR FIRST 8'-O' FROM END WALL * 4'O.C. TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) lbd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT a 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PER1 MENT 16d PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) , ` j ®jam I MINIMUM 6' FRO'1 PLATE SPLICES EXT. WALL CONN. 6 NON - LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER AT LEAST W% OF T14E WI=B. 5C155OR GABLE 'T' BRACE TYPICAL NAILING 5CHEDULE5 FOR BUILT-UP COLUMN5 (5 5ECI I I `� W/ 3/16'x2'4 PLATE WASHER BEARING LOCATION (UNEVEN CLG,) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L � SCALE: N.T.S. SEE TYP, WALL SECTION FOR SCALE: KTA A5 PER SCSI 2013 EDITION SCALE: KTS. AS PER HIB 91 SCALE: N.T.S. S5 SCALE: N.T.S. 5� 5rJ 55 ADDITIONAL INFORMATION. 2x4 OUTLOOKER * 24' SCISSOR TRUSS 12 O.G. W/ (2) 10d PER JOINT TOP CHORD BLOCKING FOR 1ST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) Ibd TOE NAILS * EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.G. 2x4 R5 (2)16d PER * 6' O.C. JOINT TYPICAL 12" MAX. 'IL I' 5R,4CING RE =IREI" IENT5 STUD SPACING NO 'L' BRACE (1) 2x4 (URO.) 'L' BRACE 2'xb' (UNAJ 'L' BRACE 24' 010' - 3'-0' 31-0' - 6'-0' 6'-0' 4 GREATER 5C155OR GABLE - (1) 2x8 02 5.PF. s EACH VERTICAL AND (2) 2x8 FULL HEIGHT tv DIAPHRAGM BLOCKING "qkl I I 6.9 I MAX PRE-ENGINEERED OVERLAP TRU55 BRACINCz AT LEAST TWO TRUSS SPACES 6 • OVERLAP 2X4 BRACING* 48' O.C. CONTINUOUS WOOD TRUSSES t0 FIXED LOCATION ATTACHED W/ 2-10d * EA TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP • OR BOTTOM of THE BOttOM CORD) NOTE: CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. ALTERNATE NON -DROP 1) 'L' BRACE MUST EXTEND AT LEAST S090 OF WEB LENGTH EXCEPT, SCISSOR HEIGHT MINIMUM (2) l(od PER JOINT MINIMUM 2x4 TRUSS BRACING GABLE WHICH REQUIRES BRACE TO EXTEND FULL OF GABLE. CR055 5R,4CING DETAIL loe J GABLE END DETAIL 2)'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS 0 4' O.C.. TRU55 5R,4GING OVERLAP DETAIL M_ COSMETIC DROP CEILING FRAMING SCALE: N.T,S. J SCALE: KTA SCALE: N.T.S. 5rJ 5CI55OR TRU55 W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NT5 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 55 � END JACK M 'L I BRACE W/ 10d * 4' O.C. 12 3 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 69 II'-01 MAX. S5 12 OUBLE TOP PLATE 6.9 MAX 'L' BRACE W/ 10d • 4' O.C. 6.9 MAX 5 (SEE SCHEDULE FOR SIZE 5 87 AND LOCATION) • tiA 2X4 LEDGER LE TRUSS COFdJER JACK USP LSTA 18 6 s5 � a. UPLIFT CONNECTIONS — DBL. TOP PLATE � � �-i I F FRAMING tUDS * 16' O.C. CONT. BEARING t. BEARMCs USP WsAIO (TYP) STUDS • Ib O.C. USP SPT24 WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRAG I NG D E T,4 I L is EACH STUD END BRAG LNG DETAIL SCALE: 3/4'=r-V' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION � a USP HtA20 (OR EQUAL) colalEcroRs � MASONRY OR USP RTVoA (OR EaUAL) CONNECTORS * FRAME WALLS 4 USP Rr1 a HIP JACK TO FRAME WALLS MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: KtS. NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 1 DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 O N Z Lu 0� a r, C�Cul zQ�So a(AMLt1 ' amj Z a a M o �¢ t; H— W W3 J O U 12. w �u W F_ LU L1J CL V) _ V) J Q C0 ly V) LW Q O ca m O Zw U F_ Z 04 Z 000 V) O � a- V) 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 = I OBMPH), 3 SEC. GUST, EXPOSURE"C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ©M19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. ®2019 -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 NO. 1.03 / 02.11.19 `J S C7 �E��Nfil. BARB N IL[7 re Q � O w NZ co J Z O Q 'Loc 3 0 W V' Z g oc ?c_�� W Z :2 C9 W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5