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SEE STRUCTURAL SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS IG NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL Tx4" OUTLOOKER7 @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SCHEDULE FOR L SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORDOR SHEATHING DETAIL EA. OUTLOOKER 2'vx4" O.C. (OPTIONAL - SEE BLOCKING F x OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL ROWSOF 45 24" MAX. TOP CORD BLOCKING 45*± 2X4( 2X4 CONT"L" BRACE TOP CORD BLOCkING USP RT16 OR EQUAL @ 0DOUB1 NOTES AND NAILING TRUSSES @ \-USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od FOR FIRST FOUR ROWS 24" MAX. EA. OUTLOOKER SCHEDULEFOR EDGESOF 2x4 CROSS BRACE EQUAL @ EA. ROWS OF TRUSSES @ T@ 24" O/C. CMID OFTRUSSES @EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) 2x4CROSSBRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) EA. END @ 48" O.C. APPROX, 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2x6 P.T. TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od USP RT3A WITH 8-8d LL SECTION FOR SPACING 7/16" OSI3 SHEATHING FINAILS & (2)1 Od TOE NAILS @ *,.,*/ 1, FROM LEDGER TP 2x4 PANEL BLOCKING 1 ATTACHED W/ 1 Od EA. END "'- BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE @ 6" O.C. EDGES 1 GYPSUM WALL BOARD GABLE TRUSS /-OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ T O.C. EDGES TRUSSES FROM EA. 1 0dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & CORD ATTACHED W/ (2) 16-d TOENAILS ATTACH ED W/ 10d NAILS I DQI (2) 16d NAILS B INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING (d 48"A 2x4 BLOCKING W/ (2) 16-d TOENAILS 2x4 "T" ON T6P OF PANEL RIOCKING\ \-WEEP SCREED :1 SLOPE OF ADJACENT SCISSOR TRUSS) X O.C. FIELD O.C. FOR THE FIRST (4) ROWS -V L �2x4 FASTEN WITH 10dx3" @ 4" O/C SPACED - INSTALLED PER MANUF. 2"x6"P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END "T" ON TOP OF PANEL @ 48" O.C. � 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 611 FROM--"" MOISTURE BARRIER USP HTA20 OR EQ. @ 6-101" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-1 0dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) NOTE: IF EMBEDDED SECTION TAPCONS. SECTION STRAP MISSED VERTICAL SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. � �5 SCALE: N.T.S. SCALE: N.T.S. REFER TO DETAIL J --��ON SHEET S5 FOR SEE STRUCTURAL- X-BRACING, AND TOP NOTES AND NAILING SP HGAM10 W1 (4) CHORD BLOCKING 00 00 SCHEDULE FOR SHEATHING DETAIL 4"xl-3/4" WEDGE INFORMATION OLTS & (4) SDS 1/4" Ill. 2 2"x4" CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES ;0 2 00 4 ± APPROX. 8" FROM RIDGE FASTENED AT /7- 2X4 RAT RUN BRACING - x EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 112" 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W1 (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 - 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W1 (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF l( B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" � S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS AUUI I IUNAL INI-UKMA I IUN. Tx4" OUTLOOKER @ 24" - O.C. W1 (2) 10d PER JOINT IINIMUM 2x �ROSS BRACING 3EE PLAN FOR r OCATIONS) 1 0dx3" OIC TOENAIL 6" O/C RUNN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" 0. C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 p :7 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. BACKNAIL W/ (2) 2x4 OUTLOOKER F16d NAILS @ 24" O/C TOP CORD —F BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER EDGES OF SHEATHING TYP. -.L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) /�GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD . V4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC I 2x4 BLOCKING-",, x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE - ATTACHED W/ 10d NAILS @ 4" O.C. TYPI AL GABLE TRUSS WEB DOUBLE 1" BRACING DETAILJ��5 SCALE: N.T.S. S5) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED --16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB ` SINGLE 1" BRACING DETAIL/"- 6 SCALE: N.T.S. DIAP BLOCKING @ 48" O/C ,-GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" 1" BRACE FASTENED WITH (3) SECTION 16d PER SIDE SCALE: N.T.S. SCISSOR GABLE "T" BRACEr7 AS PER HIB 91 SCALE: N.T.S. \,_ S5 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 1 Od x 3" @ EACH CONN. @ 24" O/C _MOISTURE BARRIER BOND BEAM "-�MASONRYWALL "'�ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) Tx4" (U.N.O.) 1" BRACE 2"x6" (U.N. 0.) 1" BRACE 24" 01011- 31-01- 3'-0"- 61-0" 6-101" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C - F16d NAILS @ 24" O/C WOOD TRUSSES TOPCORD BLOCKING FOR x USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. BRACE TO EXTEND rl" AT LEAST 90% OF WEB LENGTH (SEE TABLE) A L TRUSS 1/2" CDX PLYWOOD OR 7/16" x (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SAND 12" O.C. FIELD M10W/(4)-3/16"x1-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 - SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL--' L�L L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 0dx3" @ 4" O/C (2) 12d TOENAILS SECTION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 1 Od @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN a z LU a. a! 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Uj - - - 9 9 9 z LU LU 0 9 Zlt d LU 9 9 d- LU NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED Wf 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION go z 0 0 (0 z (0 0 2 z < l 0) CD CL co Ln (D CU =; 0 Q) Cn -Fu 4-J LU 0 z 00 0 Lij V) :D E c," rd-0 C-, C) - co - LU CO co C14 E (D :S clo 0 0 co 0 34 'Con a) 0-0 0 0 0 0- co < LO A I 8 D, co p to cn Cn N co LO 0,,-�,C#�! e 10 10 0 z .<7 C,4 j ; , > < 0— z F 1:1 El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) Z 0 14 4-j C:) Lr) 1 5 1.0 C) > c) rn U-) (0 Ln (n .= Lr) LL CL fu U 0- z 00 z E z C:) WLU —j C:) 0, 0 Ln LU z z 0 0 U 0 z 0 W , uj z U z L4 Lu 8 co z 8 N Z Z 0*1 Cj) 0 U z Vq =2 z 0 -0 D fu UJI 0 > C: U U') fu 0 zo < 5 Z� U- z ui LLW� z< < Lr) CN4 0 c� z z r-j Z) 0 Cy I F, � LLJ -j L0 < g WE =0) 0 z vu 0 uj c) Ln < Z z ce z < z U) Z M 0 LIJ < Ln z rn V-4 V) SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION No' 10 SHEET NO. S5 - - - - -------------- 11;