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SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL U5P RTI&A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER m 24' EA. OUTLOOKER 2x4 FOR SHEATHING DETAILL O.C. (OPTIONAL - SEE BACKNAIL W/ 2x4 OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL 0 24 O.C. g 24' O.G. (2) 16d NAILS _ SHEET S5 FOR X-BRACING NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45 t 2X4 CONT'L' BRACE TOP CORD BLOCKING U5P RTI&A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 24' MAX. a EA. OUTLOOKER SHEATHING DETAIL USP RTI6A OR --,FIRST FOUR ROWS 3's 24' O.C_ CMID �, EQUAL EA. OF TRUSSES / FIRST FOUR ROWS OF OF TRUSSES EDGES TRUSSES EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GROSS BRACE OUTLOOKER 4' MAX. EDGES OF USP HGAM10 W/ (4 , WOOD TRUSSES OF SHEATHING TYP. 2X4 KICKER I 2x8 5YP*2 'L' BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM SHEATHING TYP. 1/4'xl-3/4' WEDGE EXTEND s LEAST 909. RIDGE FASTENED AT ' ' BOLTS E l4J SDS 2x4 RAT RUN 8 -0 O.C_ USP 8 FROM RIDGE FASTENED AT L BRACE TO EXTEND �/ 2x4 GROSS BRACE I OF WEB LENGTH 5PT4 EA. EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ (2) I AT LEAST 9096 OF WEB �� APPROX. 8' FROM I NOTCH 6 BOTTOM 10d E (2) 10d TOE I LENGTH (SEE TABLE) 1/4' x 1 1/2' SCREWS / / \ BRACING At 24' RIDGE FASTENED At CHORD (SEE TABLE) STUD 10d TOE NAILS g EA. END 2X6 FRAMED WALL - SEE NAILS e EA. END , O.C. ON TOP OF EACH JOINT W/ (2) � USP RT3A WITH 8-8d ABLE TRUSS / BOTT. CHORD WALL SECTION FOR SPACING 2x4 PANEL BLOCKING --- BLOCKING 1/2' CDX PLYWOOD OR FOR 4 TRUSS 10d (2)10d TOE - FROM LEDGER TP 9 45' O.G. FOR THE I 1/16' 055 SHEATHING __ __ SPANS ATTACHED NAILS o EA. ENE) Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' ATTACHED W/ 10d NAILS W/ 2 - 16d At EA. GYPSUM WALL BOARD FIRST (4) ROWS OF 2X4 STICK LUMBER I OSB SHEATHING ATTACHED I �+ 6' O.C. EDGES AND 12' TRUSS JOINT 24" O.0 MAX GABLE TRUSS TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING 6 45' O.C. FOR THE FIRST I 1/2' CDX PLYWOOD OR W/ 10d NAILS g 6' O.G. EDGES END TYP. TOP d 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 ( (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 Zx4 BLOCKING o 24' 2x4 LEDGER (MATCH BOTTOM CHORD NAILS 9 6' O.G. EDGES 2x4 PANEL BLOCKING 6 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - 16d 2x4 't' BLOCKING 1Odx3' tv 4' O.G. CEILING BOARD PER CODE TOENAILS g EA. END 2x4 BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.C. FOR THE FIRST (4) ROWS 5/8' OR I/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' 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. 5/8' x 10' 'J' BOLL m 48' O.G. TYP. TOP f BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH 8d COOLER NAILS SP HGAIO 36 DRYWALL SCREWS 1' O.G. 16d NAIL WEEP SCREED INSTALLED W/ (2) lb-d TOENAILS 10dx3' a 4' O.C. OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING t 8' O.C. WALLS ARCHITECTURAL FINISH "L' BR'aCE U5P WTA20 OR EQ, m 6'-O' O.G. TYPICAL. PER MANUF. E FRG WITH A5TM Gl002 FOR FIRST 6-0' FROM END DBL. TOP STUD WALL ATTACHED W/ ALTERNATE USP LBTA18 STRAIGHT STRAP 9 4'-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL Q 4' O.G. TYPICAL PLATE m 4' (SEE TYP. SEC.) 10d NAILS O.G. 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 Sd COOLER NAILS TRUSS) USP SPT24 EACH STUD EXT, WALL GONN. 6NON-LOAD HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) 5 E C T I O N 2 COMPLYING WITH ASTM C1002 FOR SECTION 3 5E CT 1 O1N 5EARING LOCATION rD� DOUBLE V BRACING DETAIL 5 SCALE: N.T.S. 5 FIRSTYPICAL FROM END WALL 9 4' SCALE: N.T.S. �� SCALE: N.T.S. CJ� SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' CJiJ SCALE: N.T.S. S5 DROF HIP DETAIL ADDITIONAL INFORMATION SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) Ibd NAILS 20'-01 MAX 20'-O' MAx SCHEDULE FOR SHEATHING DETAIL 'X' BRACE SEE DET. J/551 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN 2x4 't' BLOCKING Sd 9 6'OC 2 4 BLOCKING W/(2)10d TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f 24' MAX. 2x4 OUTLOOKER 6 24 O.C. WOOD TRU55ES x TOE NAILS g EACH END G 24' O.G. (TYP) OF TRUSSES a I USP RT16A OR EQUAL 9 EA. •II 2 I • I 22Iz EDGES OF 2x4 GROSS BRACE I OUTLOOKER SHEATHING APPROX, 8' FROM I 'L'BRACE TO EXTEND At LEAST TYPICAL RIDGE FASTENED AT 90% OF WEB LENGTH (SEE TABLE) EACHd lg 12 IZ E TOE NAILS I GABLE TRUSS EA. END I 1/2' CDX PLYWOOD OR 1/16' OSB TRUSS VERT. WEB I 2x6 P.T. SILL SILL I SHEATHING ATTACHED W/ 10d NAILS 9 6' O.C. EDGES AND 12' ell w s 45' O.G. X. A I O.C. FIELD BRACING W/(3) 10d x 3' _ (LSPACED (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS M 2x4 PANEL BLOCKING 9 48 O.C. FOR THE FIRST I I0dX3' g 3' O.G. THROUGH CHORD • g EACH CONN. a 24 O.G. 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. BOTTOM I INTO 2'x6' P.T. PLATE USP HGAMIO W/(4)-1/4'xl-3/4' lD = 0.148', L = 3') OR EQUAL lD = 0201', L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 I/2') OR CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS d (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL MANUF. E FRC 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) 2x4 'T' ON TOP OF PANEL BLOCKING MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING tv 48' O.G. a IL 'L" BRACE I 16d NAIL ATTACHED W/ 10d NAILS s1 4' O.G. TYPICAL GABLE TRUSS WEB SINGLE V BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING 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 WTA20 s1 EA. TRUSS ARCHITECTURAL FINISH NOTE: — — — — TRUSS VERTICAL THICKNE55 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/5' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d VERT. WEB (24' O.G. MAX.) U SEE TR155 MANUFACTURER'S TRUSS ENGINEERING /TOP t BOTTOM CHORD GABLE COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH 45TM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING ® 4'-0' O.C. MAX. (2) 2x8 'LBRACE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 63 FOR ADDITIONAL INFORMATION THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE G1002 FOR FIRST 8'-0' FROM END WALL 0 4' O.C. TYPICAL MISSED VERTICAL WEBt USE 5/8'x 10' 'J' BOLT a 32' O.G. SIMP50N MSTAM36 ON OUTSIDE 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 1(od PER SIDE OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) SECTION MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. ,@ NON - LOAD BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER At LEAST W% OF THE WEB. (jGI55OR GABLE T BRACE I W/ 3/16'x2'� PLATE WASHER 5EARING LOCATION (UNEVEN CLG.� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � � T''}=ICAL NAILING SCHEDULES FOR 5UILT-UP COLUMNS 8 AS PER HIB 91 SCALE: N.T.SA 55 5� SCALE: N.T.S. SEE TYP, WALL SECTION FOR SCALE: N.T.S. AS PER 5C51 2013 EDITION SCALE: N.T.S. SCALE: N.T.S. 5 ADDITIONAL INFORMATION. 5 S�J 2x4 OUTLOOKER tv 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's EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 IRS (2) 16d PER Is 6' D.C. < JOINT TYPICAL 1 12" MAX. Nr "L.II 5R/4CII G I\EaUIfRE.I IE.NT,5 {NO STUD SPACING 'L' BRACE (1) 2x4 (UND.) 'L' BRACE 2'xb' (UN.O.) 'L' BRACE 24' 0'0' - 3'-0' 3'-0' - (_0' (o'-O' E GREATER 5GI56OR GABLE - (1) 2x8 02 S.P.1=, G EACH VERTICAL ,AND (2) 2x8 FULL HEIGHT 6 DIAPHRAGM BLOCKING N 6.9 1 MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING OVERLAP WOOD TRUSSES AT LEAST TWO TRU55 SPACES 2X4 BRACING * 48 O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d 6 EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE 50TTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. NOTE- ALTERNATE NON -DROP ST 1) IV 5RACE MUST EXTEND AT 130% OF LUE5 LENGTH MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING GA5LE WHICH REQUIRES BRACEETAO EXTENDFULL HEIGHT OF GABLESCISSOR CRC55 SR,4CINQ DET,41L J GA5LE END DETAIL 2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS 6 4' O.C_ TfRU55 5R,4CING OVEFL,4f DET,41L 1~I COSMETIC DROP CEILING FRAMING SCALE: N.T.S. CJ� SCALE: N.T.S. SCALE: N.T.S. 5 SCISSOR TRUSS W1 DROP CEILING 5RACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS I GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 SS END JACK 'L' BRACE W/ 10d 9 4' O.C. 12 3 (SEE SCHEDULE FOR SIZE 122 AND LOCATION) 6.9 MAX. 6.g MAXMAx 'L' BRACE W/ 10d a 4' O.C. III-0° MAX. 55 OUBLE TOP PLATE 6.9 MAX. 5 (SEE SCHEDULE FOR SIZE 5 g5 AND LOCATION) S5 x w 2X4 LEDGER ABLE TRUSS V CORdER JACK USP LSTA 18 6 S5 w S5 �TUDS 6. WFLIET C1�ONNECTIONS - TOP � 16 O.C. H I F F A I IN� CONT. BEARING T. BEARING DBL. PLATE USP HCsAlO l�,`STUDS a I6' OC. USP SPT24 WOOED FRAMED GA5LE END 5RACING DETAIL USE USP NTA20 EQUAL) NECr.ORS a MASONRY OR USP RTI6A (OR EQUAL) CONNEGiGR& a fRAME WALLS 4 USP RM 0 NIP JACK TO FRAME WALLS G,45 L E END 5R,4C I NCB D E T,41 L C�,45L E END 5i�,4C I NCB DET,41L s EACH STUD SCALE: 3/4'=I'-0' 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 TD 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. Y' DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o 0 N z "' off^ 00 o � z� M LP1 Q � J a ujILL z c+� o < tLIP z; c~i�� W wLu J 0 o %D U Lu W Lu IL V)) Ll.� _ 0 tc) J Q 1 CID Q 0 m QF- m zw U Z O CL V) ZD 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=f0.18) 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. ©2019 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 CUENT 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 VERSIOkjq(I'D3 j/ 02.11.19 '*I' o t: u '7 cn 19� w O w Y m J z 0 w = U W� U' ?11 N 3 Q N = N N VN W uj = 1 � 00 W �' r* W* Z Q "4 W = LLi Lu Ci W ❑ ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH S5 00 O 1 00 CN L0