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SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND W/ (2) 16d NAILS SHEATHING DETAIL 2"X4" OUTLOOKER @ 24" O.C. 7 7CKNAIL NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ TOPCHORD — — SHEATHING DETAIL EA. OUTLOOKER 7 21*x4l' BLOCKING FOR�jl.,�_ 0 N LOOKER FIRST FOUR 7 x — nr/ @ 24" O.C. ROWSOF 45' 24" MAX. TOP CORD BLOCKING — 41*± 45*± 2X4 CONT"L" BRACE TRUSSES @ 71 USP RT1 6 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od EDGES OF 2x4 CRO§S BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24- O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL@ RIDGEFASTENEDAT 1" BRACE TO EXTEND SHEATHING TYP. X4 K KERN 2X4 KICKER 2x8 SYP#2 1" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ _O�F @ 8'-0" O/C. 8 O/C EXTEND @ LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ /r LENGTH (SEE TABLE) 2x4CROSSBRACE WEB LENGTH & NOTCH @ EA. END @ 48- O.C. APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. ABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES WSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 7/16"OSB SHEATHING CE3 I W-1i UN THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 1 Od NAILS INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD L @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING7� WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4- O/C SPACED 1, INSTALLED PER MANUF. 2"4" P.T. SILL NOTCH 1" 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. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. 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 VERT. WEB (24" O/C MAX.) W/7-1 0dx1 1/2' AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. SECTION r2 STRAP MISSED VERTICAL SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. � �5 SCALE: N.T.S. \,, �5 REFER TO DETAIL J E__ ZN ,,--,---ON SHEET S5 FOR X-BRACING, AND TOP Cn CHORD BLOCKING W/ ;0 00 USP HGAM 10 (4) 1/4"x1-3/4" WEDGE INFORMATION C.0 BOLTS & (4) SDS 1/4" x 1112" SCREWS WOOD TRUSSES 2 00 00 /,,,--2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS 4LI� ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 BLOCKING @ 24" (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 O/C W/ 2 - 16d TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL 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 BEARNG LOCATION Koo'D� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF '� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" ss j ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 1INIMUM 2x I 'ROSS BRACING -�7� �1� 3EE PLAN FOR 7 OCATIONS) 1063" O/C @ 2"x4' TOENAILJ 61- O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT 711YA11 MIN RIPF: M/.qr, CROSS BRACING DETAIL I i SCALE: N.T.S. � S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.�. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING G BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL - TOP CORD BLO(_ USP RT16 OR EQUAL @ NOTES AND NAILING FIRST FOUR ROWS EA. OUTLOOKER SCHEDULEFOR EFOR OFTRUSSES@ EDGES I �fE SHEATHING DETAIL OF SHI OF SHEATHING TYPICAL 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 Ir-112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1 Od NAILS @ 6- O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED T 2x4 PANEL BLOCKING @ 48" - 2x4 BLOCKING M kf_j I U-U I VC114MIL0 O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END A- _\-2x4'7 ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C - F16d NAILS @ 24" O/C WOOD TRUSSES TOPCORD BLOCKING FOR tM42�� USP RT1 6 OR FIRST FOUR ROWS xi EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF V SHEATHING TYP. BRACE TO EXTEND rl" AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16l:INAILS-� OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. ES AND 12" O.C. FIELD USP HGAM 10 W/(4)-3/16"xl -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--/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 SCALE: N.T.S. �Ii5� ` MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 V BRACE W1 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER /_16d NAILS @ 24" O/C TOPCORD BLOCKING FOR USP RT1 6 OR FIRST FOUR ROWS EQUAL @ e. OF TRUSSES @ EA OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLETRUSS 1/2" CDX PLYWOOD OR �7/16" OSB SHEATHING ATTACHED W/ 1 Od 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 \-USPHGA10@36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2x4 BLOCKING-,.", —2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W�' X�, 1 Od NAILS @:41 O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAILK�5� SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4- 0. TYPICAL GABLE TRUSS WEB --/ SINGLE 1" BRACING DETAII_r6_'N� SCALE: N.T.S. \�, �5 DIAPHRAGM BLOCKING @ 48" 1 O/C /-GABLE TRUSS ITICAL USP SPT24 @ EACH STUD (2) 2"x8" 1" BRACE FASTENED WITH (3) SECTION r4 16d PER SIDE SCALE: N.T.S. ��5� 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) 10d x 3" @ EACH CONN. @ 24" O/C \-MOISTURE BARRIER \-BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. 0 NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1"BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 31-0" - 6'-01' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #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. @ EACH STUD ENDJACK 1 V-0" MAX. CORNERJACK 0 LU z CC 0 HIP FRAMING REFERENCE PLAN a z 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 0 14 1111M IN NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' 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 ITOP & 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 0 0 z ce) —0 z (D < (nv) z Cz 00 Q) C—r.) (D(10 4--J Lu U- - E 0 0 ca Cl) V) 0 CD 10 C) Co r- C14 G)m LU E 8 0) M a mm !! :2 cc,) 0.2, qj 0 U (0 4) LL 00 -co 0 2 i:�- CLI 0) -le < 00) Ch CLr LC) 0 q ox Ci -A I ED. N* C, 11,D, C Wjj I C04, .8 -4 U_ r_ 01� < 4 r U Z L— 5 V�� LO 4: Con) - * r_ luz- "14 0 'is 10� 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. z 0 1-� C:) U) %D C) > V) z M Ln < C U_ U" CL --s z >� � U (a 0.00 z E z LU 0 W _j 0 %D 0 z z a- .z tLAL, 0 0 10:Nizoico, �E 2: Z Z z 0 z W, 15 u.1 _j 0. U 0 Lo U LU C:) V_ 0 z z LH C11 Ln C%4 r'4 Ln 0 z Lu 0 0 0 < < U lu- t�; M- 2 0 z,, W fo L_ Z z or- z &� �zrz 2� LU :, 0 uoj <z 8 0 LU 1-.; Wi 6 OLL Z< j< CVY) - z z< 0 _j Uj LLI < c) ro LL z LU > 0 Z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-1426 SHEET NO. S5