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SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2) 166 NAILS AND NAILING SCHEDULE FOR USP RT16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 24" SHEATHING DETAIL 0 EA. OUTLOOKER 2'x4' FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE BACKNAIL W/ -2x4 OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS 9 24' 0/C SHEET S5 FOR X-BRACING 6 24' O.G. NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45f ,�� 2X4 GONT'L' BRACE TOP CORD BLOCKING USP RTI&A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2) 106 FOR FIRST FOUR ROWS 24'MAX. ° EA. OUTLOOKER SHEATHING DETAIL USP RTI&A OR FIRST FOUR ROWS 3's 24' O/C. CMID EQUAL EA. OF TRU55E5 FIRST FOUR ROWS OF OF TRUSSES -T EDGES TRUSSES 6 EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2'x4' CROSS BRACE OUTLOOKER 4' MAX. EDGES OF / WOOD TRUSSES 2x8 5YP*2 'L' BRACE TO APPROX. 8' FROM SHEATHING TYP. USP NGAMIm W/ E / OF SHEATHING TYP. 2X4 KICKER 2x4 GROSS BRACE APPROX. RIDGE FASTENED AT 1/4°xl-3/4" WEDGE � O/C. EXTEND LEAST 9m°ro USP 8' FROM RIDGE FASTENED AT 'L' BRACE TO EXTEND �i / 2x4 CROSS BRACE OF WEB LENGTH 4 EACH JOINT W/ (2) I BOLTS l4) SD5 /"1 � 2x4 RAT RUN I NOTCH a BOTTOM SPT4 � EA. EACH JOINT W/ (2) Imd 4 (2) Imd 4 (2) Imd TOE AT LEAST 905- OF WEB 1/4" x 1 1/2' SCREWS / � � BRACING AT 24' APPROX. 8' FROM STUD lmd TOE NAIL5 ,9 EA. END RIDGE FASTENED AT I CHORD (SEE TABLE) I LENGTH (SEE CABLE) / O.G. ON 70P OF 2X6 FRAMED WALL - SEE NAILS EA. END / / EACH JOINT W/ (2) � USP RT3A WITH 8-8d ABLE TRUSS BOTT. CHORD 10dWALL SECTION FOR SPACING 2x4 PANEL BLOCKING I V2' CDX PLYWOOD OR FOR 4 TRUSS NAILS4 -a EA. 70E - •., FROM LEDGER tP 48' O/C FOR THE I 7/16 O5B SHEATHING __ __ SPANS ATTACHED NAILS EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16° ATTACHED W/ lmd NAILS W/ 2 - 16d AT EA. GYPSUM WALL BOARD FIRST l4) ROWS OF 2X4 STICK LUMBER I OSB SHEATHING ATTACHED 1 6' O.G. EDGES AND IZ' TRUSS JOINT 24" O.0 MAX GABLE TRUSS TRUSSES FROM EA. IN LINE WITH JACKS (2) 16d COMMON NAILS 2'x4' PANEL BLOCKING -T 48' O.C. FOR THE FIRST I W/ lmd NAILS 6 6' O.C. EDGE5 I O.G. FIELD or 0.128" x 3" GUN NAILS I/2 CDX PLYWOOD OR END TYP. TOP � (see detail in eng pack for grade) (4) ROWS OF TRUSSES FROM EA. END TYP. I 7/16' 055 SHEATHING I -- _= AND 12' O.C. FIELD BOTTOM ATTACHED I (2) 1601 NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ Imd ! (2) 16d NAILS W/ (2) 111 TOENAILS 2x4 IT' ON TOP OF PANEL 2x4 BLOCKING e 24' 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS 9 (W O.G. EDGES 2x4 PANEL BLOCKING 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8° OR 1/2' HIGH STRENGTH O/G W/ 2 - III 2x4 "T" BLOCKING lmdx3' 6 4' O/C CEILING BOARD PER CODE TOENAILS EA. END SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.G. FIELD O.G. FOR THE FIRST (4) ROWS 2x4 BLOCKING / 2'x6' P.T. SILL NOTCH L BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 1 3/8' DRYWALL NAILS OR 48" O.C. OF TRUSSES FROM EA. ENE) 2x4 'T' ON TOP OF PANEL MASONRY WALL TYP. TOP 4 BOTTOM ATTACHED PER CODE FASTENED WITH Sd COOLER NAILS C' HGA1m 36' DRYWALL SCREWS 7' O/C III NAIL 5/8` x Im' "J' BOLT 48' O.G. WEEP SCREED INSTALLED BLOCKING, FASTEN WITH OR 1 1/4' LONG DRYWALL SCREWS COMPLYING OC CEILING 4 8' O/C WALLS ARCHITECTURAL FINISH L BRACE USP HTA20 OR EQ. '1 6'-m' O.C. TYPICAL. W/ (2) 16-d TOENAILS lmdx3° 4' O/C WITH ASTM Clmm2 FOR FIRST 8 -m FROM END PER MANUF. 4 FRG � � DBL. 70P SCUD WALL ATTACHED lU/ ALTERNATE U5P LSTAIS STRAIGHT STRAP 10 4'-0' SECTION R703.7.2.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 51 4' O/C TYPICAL PLATE 10d NAILS 'm 4' (SEE TYP. SEC.) O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.C. TYPICAL W/7-lmdxl 1/2' AND TO MASONRY W/ (3) 311112 1/4' FASTENEDWITH 86 COOLER NAILS TRUSS) U5P 5PT24 9 EACH STUD EXT. WALL CONN. 'a NON -LOAD DROPPED FLAT TOPS OF HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) S CT I C COMPLYING WITH ASTM ALL FOR SECTION 3 SECTION _ E,4RING LOCATION I� DOUBLE IILII BRACING DETAII_ FIRST 8'-m' FROM END WALL � 4° 5 SCALE: N.T•S. Sj O/C TYPICAL SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-m' SCALE: N.T.S. 55 DROF i iF DETAIL ADDITIONAL INFORMATION. TL SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 111 NAILS SCHEDULE FOR SHEATHING DETAIL 2?�'_m' MAX 2m'-rD" MAX ad (0 `O/C 2 x 4 BLOCKING W/(2) lmd 'X' BRACE SEE DET. J/SS CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 "T" BLOCKING - • TOP CORD BLOCKING FOR FIRST FOUR ROWS 45• + 24" MAX 2'x4'� OUTLOOKER 24 O.G. WOOD TRUSSES TOE NAILS 6 EACH END 6 24' O/C (TYP) OF 5 U5P RT16A OR EQUAL 6 EA. x x12 2I;11 DGESSOF 2x4 GROSS BRACE OUTLOOKER 2 z SHEATHING APPROX. 8 FROM ( "L' BRACE TO EXTEND AT LEAST TYPICAL RIDGE FASTENED At 90io OF WEB LENGTH (SEE TABLE) EACH Imd ° II I2 AILS 4 (2) and TOE N I GABLE TRU55 EA. END ' ' I 1/2' CDX PLYWOOD OR 1/16' 055 TRUSS VERT. WEB t 2x6 P.T. SILL I SHEATHING ATTACHED W/ Imd NAILS -s 6' O.C. EDGES AND 12' SPACED 48' O/C MAX. I O.G. FIELD BRACING W/(3) lmd 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 2x4 PANEL BLOCKING a 48' O.C. FOR THE FIRST I ImdX3 3 O/C THROUGH CHORD " • 6 EACH CONN. 6 24' O/C OF STAGGERED Imd COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-m' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x6' P.t. PLATE USP HGAMIm W/l4)-1/4°xl-3/4' (D = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (D = 0.201', L = 4 1/2') OR CORD ATTACHED W/ (2) 111 TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL _ MANUR 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 - I 51DES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DV 2x4 'T' ON TOP OF PANEL BLOCKING, MOISTURE BARRIER MASONRY WALL r w Li � �r i jx w X 37 61 w 2x4 BLOCKING 6 i48" O.G. L BRACE 16 d NAIL `- ATTACHED W/ 106 NAILS Q 4" O.C. TYPICAL GABLE TRUSS WEB 51NGLE IILII 5RACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING G 48' O/C — ,ABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x I' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' tat 4' O/C U5P HTA20 e 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 8d VERT. WEB (24' O/C MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE 3) EACH 3md COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER t0 NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING ENp BRACING g 4'-0' O.G. MAX. (2) Vx8' 'LI BRACE C1002 FOR FIRST 8'-0' FROM END WALL a 4' O/C TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT 9 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) IT' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 16d PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. LUALL CONN. o NON - LOAD BRACING OF WEB MEMBERS PROVIDED It EXTENDS OVER At LEAST 90% OF THE WEB. II II SECTION MINIMUM 3/16R�'0 PLATE WASM PLATE HCES ER 5E,4RING LOCATION (UNEVEN CLC�.) 5CI55OR CiA5LE T5RACE TYPICAL NAILING SCHEDULES FOR 5UILT-UP OOLUI„INS 8 � REC�2UfRED MINfMl.4M PERM>�NENT TRUSS �3RACINC� PL�4N L AS PER NIB 91 SCALE:: N.T.S. S5 SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BG51 2013 EDITION SCALE: N.T.S. SCALE: N.T.S. ADDITIONAL INFORMATION. S 2'x4' OUTLOOKER 6 24' SCISSOR TRUSS O.G. W/ (2) lmd PER JOINT 12 TOP CHORD BLOCKING FOR 15T MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 111 TOE NAILS -8 EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O/C 2'x4' (2) 111 PER -1 6' O/C RUNNER JOINT TYPICAL I 12" MAX. IILII R;4CI r—:; IREQUIfRE�1EI`tI5 STUD SPACING NO "L° BRACE (1) 2'x4' (U.N.O.) 'L' BRACE 2'x6' (UND.) 'L' BRACE 24' 010' - 3'-0' 3'-0' - 6'-0" 11 4 GREATER SCISSOR CABLE - (1) 21Ix811 112 5.1=.F. im EACH VERTICAL AND (2) 211x&` FULL HEIGHT e DIAPHRAGM BLOCKING 6.9 I MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING AT LEAST TWO TRU55 SPACES 6' OVERLAP 2X4 BRACING 6 48' O.C. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d 6 EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP • OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS CORD MIN. NOTE' BOTTOM BRACING 2'x4' NON-DROF XTEND FULLBHEIGHT MINIMUM (2) 111 PER JOINT MINIMUM 2x4 TRUSS BRACING CROSS 5F, 4C 1NC�; D T,41 L J ,ALTERNATE 0,453E END DETA1L OF G,4BLESCISSOR GABLER WHICH REQUIRES BRAGEETO EST 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS -T 4" O/C. Tj;,'L�55 5R,4C iNr_::I: OVEFL,4f= DET,41 L M COSMETIC DROP CEILING FRAMING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.5. 6C1550R TRUSS W1 DROF CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION I GABLE TRUSS 55 4 SS ILI BRACE W/ lmd a 4' O.C. 12 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.g MAx' 6.9 MAX. ILI RS' (BEC SCHEDULE FORSIZE 5 5 SS AND LOCATION) 55 fsABLE TRUSS 6 6 85 SS 4' 3 SS 12 OUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 UF'L IFT CONNECT I ONS - DBL. TOP PLATE � I f P R,41-1 I N _ �TUD5 16' O.G. CONT. BEARING ONT. BEARING USP HGAIO ITYPJ STUDS 19 111 O.C. USP 5PT24 _ - -- WOOD FRAMED GA5LE END 5RACING DETAIL C�,4 5 L E � N D � �� C 1 NCB D E T,4 I L_ � EACH STUD f USE USP HTA20 (OR EQUAL) CONNECTORS � MASONRY C ,45L E END 5RJ4C IN(Q D E T,41 L SCALE: 3/4'=I'-0' OR SIMPSON RTI&A (OR EQUAL) CONNECTORS is 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 FRAME WALLS 4 USP RT1 a HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK 1P-O" MAX.------ y� Lu `r4 CORNER JACK oc TF if' if b F bRu¢ r5`?AfjQ b# bdb 6#1b9EYA' w. r DAMN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i O 0 N zw O� � 00 p(! M^ �ww^ 1¢—aaM z � F_ o zU W z� w J O o do- U V) Lxu Q W = 3 W O CL 0 LLJ Z Q Q p Q F— Q z w Q Z CIO Z LO 0U L0 n 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 = 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. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LEN NAR CORPORATION. ©2018-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_ 12.19.17 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 t� $mil A'ea"^w N� N .1- ? rr z� . n LLI o 7 w w Lu r H '�It �N NJ w cY 7-10 W 7 >_* Z w = ui W ❑ SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH S5