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2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 BLOCKING 2x4 "T" BLOCKING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND F MING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48" O.C. 16d NAIL "L" FASTENERS. (MIN. FIRST 4 BAYS) MAX 9.1 AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. MIN. FIRST 4 BAYS) UNSUPPORTED, ( AND FASTENERS. (MIN. FIRST 4 BAYS) BRACE SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9"SEE 10/S5 IF >9"SEE 10/S5 BACKNAIL w/ (2)16d NAILS MAX, 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" ATTACHED W/ 10d NAILS 4" @ SCHEDULE FOR SHEATHING DETAIL 2 16d NAILS () BACKNAIL w/ 2 16d NAILS () SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 UNSUPPORTED, O.C. TYPICAL SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9"SEE 10/S5 GABLE TRUSS WEB 45' ± SEE STRUCTURAL 45°±A DETAIL DOUBLE 1" BRACING DETAIL 5 NOTES AND NAILING SCALE: N.T.S. S5 2x4 CROSSBRACE SCHEDULE FOR 2x4 "T" BLOCKING APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 BLOCKING @ EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM 48" O.C. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND "L" 16d NAIL EA. END 48" O.C. •' @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB BRACE ATTACHED 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 1 Od & () SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH SEE TABLE) W/ 10d NAILS @ 4" O.C. • SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL SEE WALL ( NAILS @ EA. END GABLE TRUSS TYPICAL ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ; SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR GABLE TRUSS WEB ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48 0/C FOR THE (2) 16d „ 7/16 OSB SHEATHING rr rr NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS SINGLE L BRACING DETAIL 6 AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. O. 6. O.C. EDGES AND 12" S5 10dX3" @ 3" 0/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6 O.C. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD SCALE: N.T.S. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD (2)16d NAILS W/ (2) 16d TOENAILS 2x4 T' ON TOP OF PANEL " DIAPHRAGM 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR NOTCH "L" BRACE HERE 2x BLOCKING BLOCKING FASTEN WITH BLOCKING @ 48" 0/C FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. @ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C GABLE TRUSS @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS VERTICAL 1/2"x 8" "J"BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1!2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 1Od PLATE SPLICES w! 3/16"x2" PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD 2 2x8" "L" BRACE ( ) NOTE: IF EMBEDDED SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 SECTION 3 SECTION 4 SCISSOR GABLE "Trr BRACE WEB, USEMSTAM36w/(7) O.C. MAX) w/ MIN. 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. S5 S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX NTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J UNSUPPORTED, 8d @ 6 0!C 2 x 4 BLOCKING w/ (2) 10d ON SHEET S5 FOR r AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9"SEE 10/S5 WOOD TRUSSES @ X-BRACING, AND TOP r= F "' SEE STRUCTURAL 24" O/C (TYP) EACH END CHORD BLOCKING N - NOTES AND NAILING x x INFORMATION � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 ' 1/ (2)16d NAILS WOOD TRUSSES �° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT -"L" RACE TO EXTEND AT 24" O.C. ON TOP OF 12-t 1 1 2 EACH JOINT wl (3) AT BEAST 90%OF W B BOTT. CHORD FOR 4 X. 10d & (2) 10d TOE LENGTH (SEE TABLE) Z -- -- TRUSS SPANS NAILS @ EA. END GABLE TRUSS BRACING w/ (3)10d x 3" AT ATTACHED W/ 2 -16d 1/2" CDX PLYWOOD OR 7116" AT EA. TRUSS JOINT 2x4 PANEL BLOCKING • EACH CONN. 24" O/C (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 OSB SHEATHING ATTACHED @ SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0!C FOR THE (2)16d NAILS W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) 2x4 BLOCKING @ 24" D = 0.148", L = 3" OR EQUAL D - 0.207 , L - 41/2') OR EQUAL FIRST (4) ROWS OF MOISTURE BARRIER W/ ( - - ) (D = 0.207 , L = 41/2) OR EQUAL ( _ _ E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO (4)1/4"x1 1/2" SDS 0!C w/ (2) 16d TRUSSES FROM EA. SCREWS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TO BLOCKING & 4 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TITEN TO CMU () MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) wl (2) 16d TOENAILS CONNECTION MASONRY WALL 1 /4"x2 3/4" a IZ TITEN TO CMU ARCHITECTURAL FINISH ) NOTE: TOP CHORD 2x4 #2 SYP BRACING 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 ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) @ 16" O.C. MAX. FOR FIRST (4) 2x4 "T" ON TOP' PANEL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ = THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING EXT. WALL CON N . COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2) 12d TOENAILS 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CONN. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SECTION BEARING LOCATION (UNEVEN CLG.) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 — E ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI SCALE: N.T.S. S5 S5 ADDITIONAL INFORMATION. SCISSOR TRUSS G 45°A i 12" 12 SEE RSH SCHEDULE 6.9 MAX. FOR ATTACHMENT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) TOENAIL w/ 2X4 #2 SYP BLK'G @ 16" O.C. (2) 16d NAILS (2) 16d PER (2) 10d x 0.131" JOINT TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING ON ON No NMI- MMI 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) XO.131" @ 8" O.C. CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 ALTERNATE NON -DROP MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL J GABLE END DETAIL 1O SCALE: N.T.S. S5 TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 BRACE TO EXTEND FULL HEIGHT OF 2) "L" BRACE TO BE FASTENED TO GABLE 3) SEE 6/S5 FOR MORE INFO. GABLE. STUD WITH 10dx3" NAILS @ 4" O/C. SCISSOR TRUSS SCALE: N.T.S. SJ W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 4 "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE 6.s MAX. END JACK � S5 12 6.9 MAX. AND LOCATION) "L" DOUBLE TOP PLATE MAX. BRACE W/ 10d @ 4" O/C 59 rMAX. (SEE SCHEDULE FOR SIZE 11'-0" 6, 5 35 AND LOCATION) S5 SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 2X4 LEDGER GABLE TRUSS 'yo SIMPSON LSTA18 0 6 6 35 Y CORNER JACK S5 a Q z° e a ° a d a • . a ° a , a ° • °a as e ° ° Q U CONT. BEARING DBL. TOP PLATE\-STUDS@16"O.C. SIMPSON SP2 w/ (12) TUDS @ 16" O.C. WOOD FRAMED GABLE END BRACING DETAIL ----- — — CONT. 1BEARING HIP FRAMING REFERENCE PLAN 10d NAILS AT EACH GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION STUD 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. N 0 N N N 0 C) �s ,� : • Cr • LU yi F :�:• 7,:� Uj e v-r •: s U /U 1`i PA- \1�S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W v E LO o om p O cNo ti xt O N r a J �� j 0 '5 C?N it u w a to cn - ° QN M V LL r.0 N (n Z 0 Z Y � � a m coy co w O � O � M ��pjO' W r a Z N M Z 0LL ER N 0 N C)0 M z N M 0 z C z o Q : J N ^ C7 L ! z aC3 v (.D o w � m U 0 — � w o0 N w a- U c E L U ml ill U o 0 • ®� o w M M m o � Z a � J LL E =o Zo QN Q O o0 Z® oca a K OD a� OU 0 °a o L w o ¢o wWC-4 � �_ c 0� m� oLL J 1w N < a 0� Zz 5� Q wLL 0 a v>w Tr �& oz a =3 o w ;O O C zIa a ti � 3 > Lo O m ca C� L N ' J CN L.L ° U CD ' N T— = CO 000 04 r— co .. E w C'7 E (V 0 Z Co Z N E O C a U J Q —� JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. S5