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SEE STRUCTURAL NOTES BLFR W/ (2) Ibd NAILS SEE STRUCTURAL NOTES 5AC04AIL W/ (2) ibd NAILS AND NAILING SCHEDULE FOR A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER * 24' SHEATHING DETAIL OUTLOOKER 2x4 FOR SHEATHING DETAIL O.G. (OPTIONAL -SEE OUTLOOKER BAGKNAIL W/ 2x4 OUTLOOKER REFER t0 SECTION J ON ELEVATIONS) SEE STRUCTURAL (2) lbd NAILS • 24' O.C. SHEET 55 FOR X-BRACING * 24' O.C. NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45� .'� 2X4 CONT'L' BRACE TOP CORE) BLOCKING USP RTI6A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR �' FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24' MAX. * EA OUTLOOKER SHEATHING DETAIL USP RT16A OR FIRST FOUR ROWS 3'* 24' O.C_ CMID EQUAL, * EA,, OF TRUSSES FIRST FOUR ROWS OF I HEIGHT OF TRUSSES *EDGES / WOOD TRUSSES TRUSSES * EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 CROSS BRACE OUTLOOKER 4 MAX. EDGES OF USP HGAMI@ W/ (4 / OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE * 8'-01 O.C_ EXTEND * LEAST 9@qo RIDGE FASTENED AT BOLTS 4 (4) SDS / 2x4 RAT RUN USP 8 FROM RIDGE FASTENED At L BRACE t0 EXTEND �/ 2x4 CROSS BRACE I OF WEB LENGTH 4 c�4 * E,A EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ l2) I AT LEAST W% OF WEB 1/4' x 1 1/2' SCREWS / /� BRACING AT 24' APPROX. 6' FROM I NOTCH * BOTTOM 1@d 4 (2) 10d TOE I LENGTH (SEE TABLE) / STUD 1@d TOE NAILS * EA. END O.C. ON TOP OF RIDGE FASTENED AT CHORD (SEE TABLE) NAILS * EA. END ABLE TRUSS / � BOTT. CHORE) EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL -SEE WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1 1/2' COX PLYWOOD OR FOR 4 TRUSS I0d 4 l2)1@d TOE - DIF; FROM LEDGER TP * 48' O.C. FOR THE I 1/I6' OSB SHEATHING SPANS ATTACHED NAILS* EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' I ATTACHED W/ 10d NAILS -- -- W/ 2 - ibd At EA 2X4 STICK LUMBER GYPSUM WALL BOARD FIRST l4) ROWS OF GABLE TRUSS OSB SHEATHING ATTACHED * 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 * 48' O.C. FOR THE FIRST 1 W/ 1@d NAILS * 6' O.C. EDGES I O.C. FIELD or 0.128" x 3" GUN NAILS 1/2 CDX PLYWOOD OR END TYP. TOP 4 (see detail in eng pack for grade) (4) ROWS OF TRUSSES FROM EA. END TYP. 1 1/16' 055 SHEATHING = AND 12' O.G. FIELD BOTTOM ATTACHED I (2) lbd NAILS BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d (2) Ibd NAILS W/ (2) 16-d TOENAILS 2x4 IT' ON TOP OF PANEL 2x4 BLOCKING * 24' 2x4 LEDGER (MATCH BOTTOM CHORD NAILS * 6' O.C. EDGES 2x4 PANEL BLOCKING * 48' BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - 16d 2x4 IT' BLOCKING 2x4 BLOCKING TOENAILS i EA. END SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.G. FOR THE FIRST l4) ROWS lladx3' * d' O.C. CEILING BOARD PER CODE 2x4 BLOCKING: 2'xb' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA END 2x4 IT' ON TOP OF PANEL 5/8' OR i/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR MASONRY WALL 5/8' x 1@' 'J' BOLT * 48' OC. TYP. TOP 4 BOTTOM ATTACHED PER CODE FASTENED WITH 8d COOLER NAILS O.C.HGAI@ * 36' DRYWALL SCREWS 1' OC. O.G. 116d NAIL WEEP SCREED INSTALLED W/ (2)16-d TOENAILS BLOCKING' FASTEN WITH OR i 1/4' LONG DRYWALL SOWS COMPLYINGCEILING 4 W O.C. WALLS 'L' BRACE USP HTA20 OR EQ * 6 -@ O.C. TYPICAL. PER MANUF. 4 FRC 10dx3 * 4 O.G. WITH ASTM CI@@2 FOR FIRST S'-0' FROM END DBL. TOP ARCHITECTURAL FINISH ATTACHED U1/ ALTERNATE USP LSTAIS STRAIGHT STRAP * 4'-0' SECTION R103.12.1 5/6' OR I/2' HIGH STRENGTH STUD WALL 2x4 LEDGER (MATCH BOTTOM WAIL * 4' O.G. 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.C. TYPICAL DROPPED FLAT TOPS OF W/1-I0dxl 1/2' AND TO MASONRY W/ (3) 3/I(o'x 2 1/4' FASTENEDWITH Sd COOLER NAILS TRUSS) USP 6PT24 * EACH STUD EXT, WALL CONK. 'S NON —LOAD HIPS FOR FRAMING TAPGONS. 5ECTI/ '�}� 1 OR I I/4' LONCs DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) O � 2 COMPLYING WITH ASTM Cl@@2 FOR SECTION Ko"3 S�CTiON 4 BEARING LOCATiON rrD—) DOUBLE 'L' BR►�CINC� D��>41L FIRST W-@' FROM END WALL * 4' SCALE: N.T.S. SCALE: N.T.S. SEE Tl'P. WALL SECTION FOR SCALE: 3/4' = 1'-@' 5 DROP HIP DETAIL. SCALE: N.T.S. 5 O.C. TYPICAL 55 5�J ADDITIONAL INFORMATION, 5�J SCALE: N.T.S. S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) Ibd NAILS 20'-0' MAX 20'-O' MAx SCHEDULE FOR SHEATHING DETAIL I. BRACE SEE DEt. J/851 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 IT' BLOCKING 8d * 6'O.0 2 4 BLOCKING W/(2)1@d • �o BCORD LOCKING FIRST FOUR ROWS 45' t 24 MAX. 2x4 OUTL00KER • 24 O.C. WOOD TRUSSES x TOE NAILS *EACH END s 24' O.G. (TYR) X. OF TRUSSES * USP Rt16A OR EQUAL * EA •iI I, EDGES OF 2x4 CROSS BRACE i OUTLOOKER SHEATHING APPROX. 8' FROM I 'L' BRACE TO EXTEND At LEAST TYPICAL RIDGE FASTENED AT W96 OF WEB LENGTH (SEE TABLE) x EACH JOINT W/ l2) 1@d YA I II 4 (2)10d TOE NAILS * 1 GABLE TRUSS EA, END I 1/2' COX PLYWOOD OR 1/16' OSB TRUSS YERt. WEB ll 2x6 P.T. SILL i SHEATHING ATTACHED W/ 10d NAILS * 6' O.G. EDGES AND 12' SPACED * 48' O.C. AX. O G. FIELD BRACING W/(3) I@d x 3' z (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 2x4 PANEL BLOCKING * 48' O.C. FOR THE FIRST I I@dX3' * 3' O.G. THROUGH CHORD • * EACH CONK. * 24 O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WiRE 8'-@' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'xb' P.T. PLATE USP HGAM10 W/(4)-I/4'xl-3/4' (D = 0.148', L = 3') OR EQUAL lD = @201', L = 4 1/2') OR EQUAL NAILS (D = @2@1', L = 4 1/29 OR CORD ATTACHED W/ (2)16-d TOENAILS I INSTALECTION ED PER WEEP SCREED INSTALLED PER WEEPMANU �� BOLTS 4 (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL _ 4 FRC 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) 2x4 IT' ON TOP OF PANEL BLOCKING, MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING a 48' O.G. 'L' BRACE I ibd NAIL ATTACHED W1 10d NAILS ® 4' O.C. TYPICAL k GABLE TRUSS WEB SINGLE 'L' BRACING DETAIL 6 SCALE: N.t,S. S5 DIAPHRAGM BLOCKING 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' * 4' O.G. USP HTA20 * EA. TRUSS NOTE: — — — — TRUSS VERTICAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 6d VERT. WEB (24' O.G. MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE 3) EACH 3@d COMMON NAIL MAY BE REPLACED W/ l2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH AS NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING * 4'-0' O.C. MAX (2) 2x8 'L' BRACE G1002 FOR FIRST 8'-0' FROM END WALL * 4' O.C. TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) ibd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT * 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) IT' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT Ibd PER SIDE OF B.U.C., SAME NUMBER OF ROIL'', SAME SPACING) i 5 C T I Oj� I MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. 6 NON — LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER AT LEAST W% OF THE WEBrL jCISSOR GABLE 'T' BRACE TYPICAL NAILING 5CNEDULE5 FOR BUILT—UP COLUMNS g I I `� W/ 3/16'x2'a PLATE WASHER BEARING LOCATION (UNEVENCLCx.) E SQUIRED MINIMUM PERMANENT TRUSS BRACING, PLAN � 5J SCALE: N.T.S. SEE Tl'P. WALL SECTION FOR SCALE: i`IT5• AS PER SCSI 2013 EDITION SCALE: RTS AS PER HIB 91 SCALE: N.t.S. $r✓- SCALE: N.T.S. CJ>j A...2�J' S� ADDITIONAL INFORMATION. �5 2x4 OUTLOOKER * 24' SCISSOR TRUSS 11 O.G. W/ (2)1@d PER .0%." TOP CHORD BLOCKING FOR IST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) Ibd TOE NAILS * EA END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 RS (2) Ibd PER * fo' O.C. JOINT TYPICAL 1 12" MAX. "L."5R,4C ING REQU I Rf=—MENT5 STUD SPACING NO 'L' BRACE (1) 2x4 (UND) 'L' BRACE 2'xb' (UNA.) 'L' BRACE 24' @'@' - 3'-0' 3'-0' - 6'-0' (W-@' 4 GREATER SCISSOR GABLE - (1) 2x8 02 S.P.F. 6 EACH VERTICAL AND (2) 2x8 FULL HEIGHT a DIAPHRAGM BLOCKING 6.9 I MAX OVERLAP TRUSS BRACING, PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6' OVERT -AP 2X4 BRACING, * 48' O.C. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d * EA TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) MIN. NOTE: CONTINUOUS BOTTOM CORD BRACING 2x4 ALTERNATE NON -DROP t0 ABLESGISSOR MINIMUM (2) i(od PER JOINT MINIMUM 2x4 TRUSS BRACING GAB ERWHICH REQUIRES BRACE EXTEND ULLLBHEIGHT OF GLENGTH CROSS 5R,4CING DET,41L J GABLE END DETAIL 2) V BRACE t0 BE FASTENED TO GABLE STUD WITH 10dx3' NAILS 0 4' O.C_ TRU55 5R,4CiNG OVERL,4P DET,41L. r'j COSMETIC DROP CEILING FRAMING SCALE: N.TS. J SCALE: N.T.S. SCALE: N.TS. 5�J' 5CI55OR 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 4 55 'L' BRACE W/ I@d * 4' O.C. i� (SEE SCHEDULE FOR SIZE 12 AND LOCATION) MAX 6.9 MAX. 'L' BRACE W/ I0d • 4' O.C. 5 (SEE SCHEDULE FOR SIZE 5 AND LOCATION) S5 LE TRUSS Ft 6 6 S5 S5 3 12 OUBLE TOP PLATE 6.9 MAX 2X4 LEDGER USP LSTA 18 UPLIFT CONNECTIONS - TUDS * I6' O.G. CONT. BEARING T. BEARMG DBL. TOP PLATE USP EICsAIm (TYPa S1UD8 • I6' O.C. USP SPT24 �-I IF FiR,41"i INCH HTA20 (OR EQUAL) c u uWOOD FRAMED GABLE END BRACING DETAIL • EACH STUD UM 4rOJEcroRS •MASONRY Cx,48L E END 5R,4C 1 NCB D E T,41 L G 45L E END BRAG INCi D E TJ4 I L SCALE: 3/4'•l'-O' OR USP RT16A (OR EQUAL) CaCECTORS s FRAME MEAN WALL HEIGHT UP TO 30-@' - SEE STRUCTURAL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: KTA MEAN WALL HEIGHT UP TO 30-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WALLS 4 USP Rn . HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION e� DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813,645.9698 www.donscoengineedng.com CA 25948 O N z a ��n c zLn aW ^ L W W� J U a: W Lu F— LU LLl 12 c i _ V) �I I IW Q O C0 m O w U Z Z 00 FF_ N C/) � O CL TO THE BEST OF THE ENGINEERS 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 = tO.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, CM19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR 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 CON NECTION CROSS-REFERENCE TABLE VERSION NO..^1.0VMCl 1.19 } 0 N id') 0 LZ- a 04 o W Y CID J z O W = U Wto QN =� N� W wM 2� }� W � k }yk w* Z Q W = W N W N0� HCL tea_ W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 O O 1 00 LO r--