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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 #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. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX' 9 SEE SCHEDULE - RSH ON FRAMING SHEET FOR SHEATHING [(MIN. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS FIRST 4 BAYS UNSUPPORTED, ) AND FASTENERS. (MIN. FIRST 4 BAYS) 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" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILINGi\ IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 45°± DETAIL 45' t SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CROSSBRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3) 10d / EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2) 1Od TOE NAILS @ / "L" & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3)10d & (2) 10d (NOT REQ'D WHEN / AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 10d & () FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (END d TOE NAILS @ EA. .• BLOCKING 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS •• 7/16" OSB SHEATHING GYPSUM WALL BOARD � SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE / (2) 16d 7/16" OSB SHEATHING 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 AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ 16d TOENAILS 7OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� O. 6 O.C. EDGES AND 12" 10dX3" @ 3" 0/C (2) 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2 16d NAILS () W/ (2) 16d TOENAILS \ 2x4 "T" ON TOP OF PANEL 2x4 T ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2 x6 P.T. SILLNOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. EEE:�� THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITHI. SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 N- INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 C MAX w/ MIN 4" EMBEDMENT IN KO BLOCK - SIMPSON SP2 w/ (12) 10d 2x4 BLOCKING 2x4 'IT" 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 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 DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER rl MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS FASTENED WITH 3 NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH ) STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION r2 SECTION 3 SECTION rT� WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" SCISSOR GABLE "T" BRACE 7 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S.CALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. TITEN ON OUTSIDE . S5 S5 REV. 06.08.22 S5 S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 10/S5 X-BRACING, AND TOP `o SEE STRUCTURAL CHORD BLOCKING N 00 NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED ATEXTEND zzi BLEAST AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT 0o OF WEB BOTT, CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE LENGTH (SEE TABLE) ATTACHED W/ 2 -16d NAILS EA. END °� GABLE TRUSS 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 2x4 PANEL BLOCKING E 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0 FOR THE (2) 16d NAILS W/ 1Od NAILS @ 6" O.C. W/ 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 FIRST (4) ROWS OF E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. (4) 1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & :r JACK TRUSS SCREWS 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 TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS _,:: CONNECTION 1/4"x2 3/4" TITEN TO CMU 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) 2x4 T ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" 0/C 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION -- SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 11NIMUM 2x ,ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_� SCALE: N.T.S. 12" SH SCHEDULE ATTACHMENT t SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. 15 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP - MINIMUM (2) 16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL r M SCALE: N.T.S. S5 GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTAw/(4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" 0/C (TYP) • Z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" 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" - S-0" S-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 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4,k1 1/2" SDS^l ^ SCALE: 3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 51MN5UN 5F LWl (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ci w d O o O Z C� w w m - < 0 o ' O C1 w Q o Q O o w NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL_N� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 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) 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 N O Q o J —=i ai C b w ® a0o 4U Q70WX 5ILLa °-0R) U ��Y �gg 0 in p � C 4W us " 1 ocd N 5 � a o U � To the best of the Engineers 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. W 4 O N 8 o N U �_o C C 7 a0 co11 LL fA WrNic M Lu a a Z 5 Z _ ��rn r mo 300 0 o > c0 � uJ m J xU,Co LLl� Z ?0W N Cl)Z U O F Z OU ❑❑❑ W Ur <z N J. r, o G_ ° V 0 LL, o �v) c N N r UML cT a J - e ' U o 0 J< M M SS v ¢ Z Q " _. L _� <. z` Zo , - oa 1—t� j O I 0 L,O � U 0 CD CID�i t 2 H w� Q az cw ro , a= 3a 0' 9� o° Z z - �Z L VJ s 3 x �� a W ? M �t N �+ 0 3 p N > (O L J m m Q ^�^11 L 00 G co O r— 0 J Y r— CT^ Y T U) M W m T 0) I � N r Q CD T E E 00Z o m Z E r E E tl U J Q J JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. S5