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__ - _- _ - _ - --LL 1. ■ _.. 1. _- - � _ � i.. � i _ SEE STRUCTURAL NOTES ]ACKNAIL W/ (2)16d NAILSAND NAILING SCHEDULE FOR SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL SP Rt16A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER 9 24' 10 EA. OUTLOOKER OUT FOR SHEATHING DETAILZL O.G. (OPTIONAL - SEE BACKNAIL W/ -2x4 OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2) 16d NAILS ° 24' O/C SHEET 65 FOR X-BRACING � 24' O.G. TOP CORD 45'± 2X4 CONT'L' BRACE NOTES AND NAILING TOP CORD INFORMATION TOP CORD BLOCKING USP RTI6A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ l2) 10d FOR FIRST FOUR ROWS 24' MAx. �' EA. OUTLOOKER SHEATHING DETAIL USP RTI6A OR- �T-FIRST FOUR ROWS 3'g 24' O/C. GMID EQUAL m EA. I OF TRUSSES � � FIRST FOUR ROWS OF OF TRUSSES is EDGES HEIGHT 2 "x4' CROSS BRACE OUTLOOKER 4' MAX.I EDGES OF WOOD TRUSSES TRUSSES 6 EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE I/ USP HGAMIO W/ l4 � OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8' FROM----__,�. SHEATHING T1 P. 1/4'xl-3/4' WEDGE O/G. EXTEND im LEAST 90% � RIDGE FASTENED AT I `' ' BOLTS 4 (4) SDS / 2x4 RAT RUN 2x4 CROSS BRACE OF WEB LENGTH 4 USP 8 FROM RIDGE FASTENED AT EACH JOINT W/ (2) I L BRACE TO EXTEND ,\ � \ 2x4 GROSS 8' FROM I NOTCH g BOTTOM SPT4 g EA. EACH JOINT W/ (2) 10d 4 (2) AT LEAST 90% OF WEB 114' x 1 1/2' SCREWS / � � BRACING AT 24' STUD loci TOE NAILS e EA. END loci 4 (2) 10d TOE I LEN6; ' (SEE TABLE) O.C. ON TOP OF RIDGE FASTENED AT i CHORD (SEE TABLE) 2X6 FRAMED WALL -SEE NAILS 6 EA. END ABLE TRUSS , / \ BOTT. CHORD EACH JOINT T E \ USP RT3A WITH TIP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I U2 GDX PLYWOOD OR FOR 4 TRUSS loci 4 l2)10d TOE - .� FROM LEDGER tP 48' O/C FOR THE I 1/16' 055 SHEATHING _ SPANS ATTACHED NAILS EA. END BLOCKING 1/2' CDX PLYWOOD OR 1/16' ATTACHED W/ 10d NAILS W/ 2 - 16d AT EA. GYPSUM WALL BOARD FIRST l4) ROWS OF 2X4 STICK LUMBER I 24" O.0 MAX I GABLE TRUSS OSB SHEATHING ATTACHED TRUSSES FROM EA. 6 6' O.C. EDGES AND 12' TRUSS JOINT IN LINE WITH JACKS (2) 16d COMMON NAILS 2'x4' PANEL BLOCKING G 48' O.C. FOR THE FIRST W/ 10d NAILS m 6' O.C. EDGES I O.C. FIELD I I/2 CDX PLYWOOD OR END TYP. TOP 4 (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.C. FIELD I (2) 16d NAILS BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS I 1/16 OSB SHEATHING � - BOTTOM ATTACHED 2x4 BLOCKING s1 24' ATTACHED W/ loci (2) 16d NAILS W/ (2) 16-d TOENAILS �,y 2x4 'T" ON TOP OF PANEL O/C W/ 2 - 16d 2x4 'T" BLOCKING 2'x4' LEDGER (MATCH BOTTOM CHORD NAILS 6' O.C. EDGES 2x4 PANEL BLOCKING g 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STR/1 ENGTH TOENAILS g EA. END SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' o 4' 0/0 CEILING BOARD PER CODE 2x4 BLOCKING NOTCH 'L' BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD - W/ 1 3/8' DRYWALL NAILS OR 48' O.G. 2'x6' P.T. SILL OF TRUSSES FROM EA. END 2x4 7 ON TOP OF PANEL SP HGAIO 9 36' MASONRY WALL Irod NAIL 5/8' x 10' 'J' BOLT g 48' O.C. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH 8d COOLER NAILS DRYWALL SCREWS 1 O/G WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C.CEILING 4 8' O/G WALLS "L' BRACE USP HTA20 OR EQ, ,�1 6'-O' O.C. TYPICAL. W/ (2) 16-d TOENAILS 10dx3' o 4' O/C ARCHITECTURAL FINISH ATTACHED4L4�'. PER MANUF. 4 FRG WITH ASTM C1002 FOR FIRST 8'-0' FROM END DBL. TOP -STUD WALL ALTERNATE USP L5TA18 STRAIGHT STRAP 9 4'-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH BOTTOM WALL 4' O/C TYPICAL PLATE 10d NAILS (SEE TYP. SEC.)O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.C. TYPIC DROPPED FLAT TOPS OF W/1-10dxl 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4' FASTENEDWITH Sd COOLER NAILS TRUSS) USP 5PT24 o EACH STUD - EXT. WALL CONN. 'a NON -LOAD HIPS FOR FRAMING TAPCONS. OR 1 1/4' LONG DRYWALL SCREWS GABLE TRUSS WEB (GIRDER NOT DROPPED) SECTION 2 COMPLYING WITH ASTM CI00®FOR 5�CT101�1 3 5ECTION — 4 BEARING LOCATION D p��g�� "�° gR>4GINC� DEVIL FIRST 8 0 FROM END WALL 5 SCALE: N.T.S. 5� O/C TYPICAL SCALE: N.T.S. �� SCALE: N.T.S. �� SEE TYP. WALL SECTION FOR SCALE: 3/4' = I'-0' CJJ SCALE: N.T.5. 55 DROP H I P DETAIL ADDITIONAL INFORMATION. SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS 20'-0' MAX 20'-0' MAX SCHEDULE FOR SHEATHING DETAIL ad g (01O/C 4 BLW/l2) loci 'X' BRACE SEE DET. J/S51 T-CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'T" BLOCKING 2 x OCKING - • - TOP CORD BLOCKING FOR FIRST FOUR ROWS 45 t 2'x4' OUTLOOKER 24' MAX. 9 24' O.G. WOOD TRUSSES TOE NAILS 6 EACH END 9 24' O/C (TYP) OF TRUSSES a I USP RTI&A OR EQUAL G EA. "II I • I EDGES OF 2x4 CROSS BRACE I OUTLOOKER SHEATHING APPROX. 8' FROM I 'L' BRACE TO EXTEND AT LEAST TYPICAL RIDGE FASTENED AT 90% OF WEB LENGTH (SEE TABLE) • EACH JOINT W/ (2) loci II I� 4 (2)10d TOE NAILS ,9 I GABLE TRUSS EA. END I 1/2' CDX PLYWOOD OR 1/16' 05B TRUSS VERT. WEB l 2x6 P.T. SILL I SHEATHING ATTACHED W/ loci NAILS a 6' O.C. EDGES AND 12' n SPACED 6 48' 0/CMAX. I O.C. FIELD BRACING W/(3) 10d 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 g 48' O.G. FOR THE FIRST I 10dX3 9 3 O/C THROUGH CHORD • EACH GONN. is 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. BOTTOM I INTO 2'x6' P.T. PLATE USP HGAMIO W/(4)-I/4'xl-3/4' lD = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (ID= 0201', L = 4 1/2') OR CORD ATTACHED W/ (2) 16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS 4 (4) SDS 1/4' MOISTURE BARRIER NOTES: EQUAL MANUF. 4 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 _-L SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKING, MOISTURE BARRIER MASONRY WALL 2x4 BLOCKING 6 40' O.G. X "L' BRACE I 1(od NAIL '- ATTACHED W/ 10d NAILS 6 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE V BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING 9 48' O/CrrqzE7I_,,-GA5LE 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 - -- -- --- - -- — — — — TRUSS VERTICAL FASTEN WITH 10dx3' 9 4' O/C USP HTA20 a1 EA. TRUSS ARCHITECTURAL FINISH NOTE: 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.) U SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO 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 END BRACING 9 4'-0' O.C. MAX. (2) 2'x8' 'L' BRACE G1002 FOR FIRST 8'-0' FROM END WALL 9 4' O/C TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) lfod COMMON NAILS. (ONE INTO EACH OUTSIDE FACE ' " 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 16d PER SIDE 5/8 x BOLT to 32 O.C. SIMPSON MSTAM36 ON OUTSIDE . . D BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST W% OF THE WEB. b T BRA r OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) MINIMUM 6' F J FROM PLATE SPLICES EXT. WALL CONNe NON - LOAD SCISSOR GABLE CE TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g �� W/ 3/16'x2'0 PLATE WASHER BEARING LOCATION (UNEVEN CLCO REa RED MINIMUM PERMANENT TRUSS BRACING PLAN L � 5�J SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI 2013 EDITION SCALE: N.T.S. AS PER H15 91 SCALE: N.T.S. S5 SCALE: N.T.S. IS5 ADDITIONAL INFORMATION. 55 55 2'x4' OUTLOOKER 9 24' SCISSOR TRUSS III (2) 1 d JOINT 12 O.G. / 0 PER TOP CHORD BLOCKING FOR IST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) 16d TOE NAILS Q EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O/C 2'x4' (2) 16d PER 9 6' O/C RUNNER JOINT TYPICAL 12" MAX. "L." BRACING RE= I RE1„IENT5 STUD SPACING NO 'L' BRACE (1) 2'x4' (UN.O.) 'L' BRACE 2'x6' (UN.O.) 'L' BRACE 24' 0'0' - 3'-0' 3'-0' - 6'-0' 6'-0' 4 GREATER 5GI55OR GABLE - (1) 2"x8" 02 S.P.F. 6 EACH VERTICAL AND (2) 2 "xV FULL HEIGHT 6 DIAPHRAGM BLOCKING (0.9 MAX. PRE-ENGINEERED OVERLAP TRUSS BRAGINCY AT LEAST TWO TRUSS SPACES _ 6' __. OVERLAP 2X4 BRACING 9 48' O.C. CONTINUOUS WOOD TRUSSES 70 FIXED LOCATION ATTACHED W/ 2-10d 10 EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN. NOTE: ALTERNATE NON -DROP 1) L BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR MINIMUM (2) 1(od PER JOINT MINIMUM 2x4 TRUSS BRACING CR055 GABLE END DETAIL GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L." BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS 6 4" O/C. TRUSS BRACING OVERLAP DETAIL M COSMETIC DROP CEILING FRAMING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 5E� SCISSOR TRUSS W1 DROP CEILING BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION I GABLE TRUSS S5 4 S5 'L' BRACE W/ 10d 9 4' O.C. 12 (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAx. 6.9 MAX. 'L' BRACE lU/ loci + 4' O/C 5 (SEE SCHEDULE FOR SIZE 5 g5 AND LOCATION) 85 ABLE TRUSS 6 6 SS S5 a. 3 12 SS OUBLE TOP PLATE 6.CJ MAX. 2X4 LEDGER USP LSTA 18 UPLIFT CONNECTIONS - ----------� TUDS g 16' O.G. DBL. TOP PLATE +� I P _FRA1"l INS ----- -- WOOD FRAMED GABLE END BRACING DETAIL STUDS + I6 O.C. CONT. BEARING T. BEARING USP HGAIm (TYP.) USP SPT24 GABLE END BRACING D E: T A I L + EACH STUD USE USP HTA20 (OR EQUAL) CONNECTORS 6 MASONRY GABLE END BR,4C ING DET,41 L SCALE: 3/4'=I'-O' OR SIMPSON RT16A (OR EQUAL) CONNECTORS ® 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 I USP RT1 + HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION END JACK MAX_ ----I1'-0' -- * * Lu y� CORNER JACK Q Q z U ■ * DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com CA 25948 o 0 N z " -' O� Z 0 to M OCD In aweCe ^ z �adr>n 0' � z W WC) J J � U w Q Fes— CD J (/) d Q Lu J z Q 0 O 0 ~ Q Z LUu F- Z Z cn O cL0 12 cn 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 = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRTITEN CONSENT FROM LEN NAR CORPORATION. ®2018 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND DATE DE_S_C_RIPTION 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 N (o * - co 1L f _ w Cam= uj 4n `O �N dw QN =� W Lu( _10 W r Z LL = LLI F3 <) ": W El SHEET TITLE: TRUSS BRACING DETAILS AND NOTES SHEET INFORMATION: JOB NO.: 381320 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH S5