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SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS 2x4 BLOCKING 2x4 "T' BLOCKING NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL SHEATHING DETAIL @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" "L" BRACE TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE ATTACHED W/ BLOCKING FOR OUTLOOKER ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ 4" FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ 24 TYPICAL ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB EDGES 2x4 BRACE EQUAL @ EA. ROWS TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAI L 5 IN SHEATHING APPROX. 8" FROM RO OUTLOOKER EDGES OF O HEIGHT "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE EQUAL @ EA. OUTLOOKER OF TRUSSES @ 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. 2x4'T' BLOCKING 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ @ 8'-0" 0/C. EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT 2x4 CROSS BRACE WEB LENGTH &NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) (E10 RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10dEACH TOE NAILS END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 2x4 BLOCKING @ 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 10d & (2) 10d TOE LENGTH (SEE TABLE ) 48" O.C. SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED 16d NAIL • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS 4" O.C. @° — _j ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS 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. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS „ ,f SINGLE L BRACING DETAIL s THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2)16d NAILS BOTTOM ATTACHED SCALE: N.T.S. S5 INTO 2x6 P.T. PLATE " " 2x4 LEDGER MATCH BOTTOM CHORD 2x4 PANEL BLOCKING 48 2x4 BLOCKING ( @ 6" O.C. EDGES AND 12" @ W/ (2)16-d TOENAILS 2x4'7 ON TOP OF PANEL 2x4'7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS ) O.C. FIELD O.C. FOR THE FIRST 4 ROWS () BLOCKING, FASTEN WITH 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 10dx3" @ 4" 0/C DIAPHRAGM CK BLOCKING BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. GABLE TRUSS 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 DBL. TOP STUD WALL PLATE TRUSS VERTICAL O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" 0/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) USP SPT24 @EACH STUD (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED TAPCONS. SECT 10 N FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 2 SECTION 3 SECTION 4 WEB; USE SCISSOR GABLE "T" BRACE 7 MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 BACKNAIL W/ 2 2x4 OUTLOOKER 84 @ 611O/C 2 4 BLOCKING W/ 2 10d 20'-0" MAX "X" BRACE SEE DIET. J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. A () REFER TO DETAIL J SEE STRUCTURAL 16d NAILS @ 24" 0/C TOE NAILS EACH END X- SHEET , FOR M r, " NOTES AND NAILING TOP CORD WOOD TRUSSES 24" O/C (TYP) @ X-BRACING, AND TOP � SCHEDULE FOR BLOCKING FOR SP HGAM10 W/ (4) CHORD BLOCKING N INFORMATION to SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 4 x1-3/4 WEDGE EQUAL @ EA. OF TRUSSES @ OLTS & (4) SDS 1/4" 11 1/ " 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF 1 1/2" SCREWS WOOD TRUSSES �° 00 &0 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS z --LU -- TRUSS SPANS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING W/ 3 10d x 3" a. ATTACHED W/2 -16d OSB SHEATHING ATTACHED () @ _ • 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 FI 48" (4) FOR THE (2) 16d NAILS W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C 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. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4° MOISTURE BARRIER 2x4 L 2 KIN (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & _<�,. JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 r= 1/2" SCREWS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED _- =�.r } SEE PLAN FOR BOND BEAM 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) }�`t MASONRY WALL I 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 "T" ON TOP OF PANEL ` �- - ARCHITECTURAL FINISH NOTE: OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD 10dx3" @ 4" O/C (2) 12d TOENAILS CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CON N . @ NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CON N. @ NON - LOAD RACING PROVIDED ITEXTEN7 BRACING MAY BE USED DS OVER AT LEAST 90% OF THE WEB. N PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES p B.u.c., SAME NUMBER OF ROWS, SAME SPACING)("8BEARING LOCATION UNEVEN CLG SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION 9 . ) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. S5 SrJ ADDITIONAL INFORMATION. SCISSOR TRUSS t 45° 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2)10d PER JOINT 6.9 MAX. MINIMUM 2x I OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING .I I� 11 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) CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 ALTERNATE NON -DROP NOTE: GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL J SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 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. SCISSOR TRUSS SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE s.9 Mom' END JACK ° S5 AND LOCATION) 6.9 MAX. "L" BRACE W/ 10d 4" O/C 12 DOUBLE TOP PLATE @ 6,9 MAX. 5 (SEE SCHEDULE FOR SIZE 1 V-0" MAX. 5 g5 AND LOCATION) S5 2X4LEDGER GABLE TRUSS �60 � USP LSTA 18 s o 9C,� S5 S5 Y CORNER JACK DBL. TOP PLATE \-STUDS@16"O.C. IL Q z o TUDS 16" O.C. @ ° - - a ° --- _ -- -- UU 1— CONT. BEARING ONT. BEARING USP HGA10 (TYP.) USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL @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 MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OLO z M — o z Q v, z 4-J w .`j — w Q ("10 = ~ 80 :A In U M w — 8 W C f0 C', W t7 M O o0 _ ai z- o'i^ ¢m Sao A ' B Dof "ra ngy I �Opppp•j •SE r Ty oim W f�.Uj �•» � QC 0 �• ��•�'5r Swo `Q Q j +.t UE w.►SI\ oW r ��s„11l�1 o ❑❑ 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 Z fV0 Ors 0 M O M fpLn it1 cn •L d- Q LL Ufa Q � � z z § Z � J � W d- J W� za fa oo �M �8 K O J LL1WI d' z z a8 E_ � � M w �3 O 'p ;a 0 U z o J "I 41 N u- zLL4�o:J ^ Z J Ln di P ��6� afio W M V_ 2: Q Q Z War z Ln Z L m O W rn T-4 a c=n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2n0 SHEET NO. S5