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SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER7 @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" BLOCKING FOR OUTLOOKER FIRST FOUR 24" O.C. ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ T-0" O/C. EXTEND @ LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 1003" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ V-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. I,, 55 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL TOP CORD BLOCKING USP RT1DUN EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 24"MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE • 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48-A 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4'T' ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 REFER TO DETAIL J BACKNAIL W/ (2) 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL 16d NAILS @ 24 O/C X-BRACING, AND TOP ^ NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR USP HGAM10 W/ (4) INFORMATION `D a0 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"xl-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" 1 1 1 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES ;, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " EACH JOINT W/ (2) ItAT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 ^ 1 1 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS "- -- TRUSS SPANS . ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW ^ @ 48" O/C FOR THE (2)16d NAILS W/ 1OSB SHEATHING ATTACHED (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C W/ 2 -16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED =>>r SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS CONNECTION 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 2x4'?" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS - . EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR 2"x4" WOOD TRUSSES OCATIONS 10dx3" 0/C @ TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT .,.,,...,......... .... • ..,.....,........ ........ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 vv11 r . u&_r%F.".c+ GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"0/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" - WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL WI (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. 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 (2)16d NAILS 2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C SP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2x4 BLOCKING 2x4 wr BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x47" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB --i SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM —MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. 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 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) ...,......",...,... ..... ,..,,-,,,, ...., @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0• MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. p ✓,9 C'f M CORNERJACK C7 Y a a W z x 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. III � 1�■II � �Illoll� I■■II 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 9� LTOP & 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 W/ 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 CO Z cn Z z FIAJJ o.. z w O w V) r U �� F—Lu E ' 8 L°N O u = go Q� g A ' B D. OR INH W ��-. t9 F " 0 Z'A OIL •2 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 Sth 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. O Z iN 0a)t-NNNN, �CAMO M Q M Ln U_ CL z3 �° W J 0 J d- �6z wz oo z$�tQia� z in LU W J a zo o Ln N Ln 0001 Q U r13zC) 2 W a� J N Mz6i p Un8 U. Z Uj .. O .. Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-2862 SHEET NO. S5