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Y SP HGAM10 W/ (4)- 4"x1-3/4" WEDGE OLTS & (4) SDS 1/4" 1 1/2" SCREWS SEE STRUCTURAL SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" �OUTLOOKER @ 24 O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE BLOCKING FOR OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL- ROWS 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ ES USP OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRQ BRACE L @ EQUAL @ EA. ROWS OF TRUSSES @ W@ 24" 0/C. CMID OF TRUSSES @ 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 BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACH JOINT W/ (3) 10d A AT LEAST S WEB @ 8'-0" O/C. EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2}10d TOE NAILS @ E% A LENGTH (SEE TABLE) 2x4 CROSS BRACE 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. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING � 7/16" OSB SHEATHING & 2 10 NAILS @ •• � TP 2x4 PANEL BLOCKING ° ATTACHED END BROCK NGGER BLOCKING 1/2" CDX PLYWOOD OR 7/16" /C FOR THE FIRSTO(4) NAILS @ 6" O.. EDGES O.C.E GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED 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 @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING • AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILSTNT {2)16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48"A 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4'7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. 2"x6" P.T. SILL �� „ NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. WEEP SCREED INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS @ ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB 0/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 2 SECTION (a�� WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. CJ'CJ SCALE: N.T.S. SS SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR `= SEESTRUCTURAL— ON AND TOP r M NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `O 00 SHEATHING DETAIL Ill. 1/ ". 2"x4" CROSS BRACE WOOD TRUSSES 0o I0 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 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 W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.207", L = 41/2") 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 51/2" LAG SCREWS OR EQUAL W/ (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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 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 WOOD TRUSSES OCATIONS) 10dx3" O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 12' MAX JOINT .,.,,. , ,,............. , , .,.,..,.,, ... �, 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 1 95� 12 6.9 1 MAX. , SCALE: N.T.S. S5 GABLE TRUSS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 'IL" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. BACKNAIL W/ (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 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ i0d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J 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 J 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 RCHITECTURAL FINISH EXT. WALL CONN. 0NON - LOAD CLG. BEARING LOCATION UNEVEN � ) E 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"4" (U.N.O.) "L" BRACE 24" 010" - T-0" 3'-0" - V-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS 8d @ 6"O/C - WOOD TRUSSES 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" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 112" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL-' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1063" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 -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:3W--l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN a z W a z 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. W ----w ... 4 0 Iz o ' o �t 0 W w 9O r 9 o T o g w 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 d /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 W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL 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 IERI 0 zo z Q z V) 0 (n 4--J w 0 Li-' C o o Co mCN U Lll �M m M ~ U ? N 020 fU - ILL 00 O U� Y 0)fl.o Lo O 'TQ rn M 0 A� a Do N-C-B -D-C e �q�i44� a i i +��r too itsa � • `gam 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. O 0 Z o � 1. > �+ rn O M Q o Ln •L a. cnLA Q L LL ocv 000 d �� Z � LU -iC 0 �z �o z a �¢oa ��UO U O wci p W z J 0 'a z� U-) C ¢ U zZ 0 a fu Lr'iLLjg o ? N U r^ / V C 'RJ V Z ¢J Q W o "- oz < o� U.- y.� N �r LL oQoa z Q d- a ono Z N Lazo W _! LA W aWO~ �aLL1 LL �0Wo lli Q LL¢Q ~ O �O 00 <C Z Z ¢WZ k L az o 2 ¢z rn SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO. 10 SHEET NO. S5