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2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS-\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO§ BRACE SCHEDULE FOR SHEATHING DETAILY 2 4 KICKER 2x8 SYP#2 1" BRACE TO 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX T' IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 APPROX. 8 FROM RIDGE FASTENED AT X @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , �- DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 1Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (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 EA. END @ 48" O.C. '• LENGTH (SEE TABLE) RIDGE FASTENED EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS 10 EACH JOINT w/ 3 10d & () SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOEL--- LENGTH (SEE TABLE) o SILL 1/2" CDX PLYWOOD OR 2 10d TOE NAILS @ EA. O FROM LEDGER TO BLOCKING 2x FRAME WALL (SEE WALL NAILS EA. END @ GABLE TRUSS ' 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS l! �� 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED FIRST (4) ROWS OFATTACHED w/ 10d NAILS 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.LS @ 6" O.C. EDGES AND 12" 10dX3" @ 3" 0/C 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 &O.C. BOTTOM ATTACHED FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O 2 16d NAILSINTO W/ (2) 16d TOENAILS2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48 O.C. FOR 2x BLOCKING cm BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/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 @ 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 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. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 C MAX /MIN 4" EMBEDMENT IN KO BLOCK SIMPSON SP2 w/ (12) 10d 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ 7 () w - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD 2 2"x8" "L" BRACE J ( ) FASTENED WITH NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE WEB, USE MSTAM36w/(7) O.C. MAX) w/MIN. 4" 7 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 SCALE: N.T.S. 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" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 1 O/S5 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2 4 RAT RUN BRACING AT 24" O.C. ON TOP OF 1 1 2" RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3) ; AT LEAST 90% OF WEB ip TRUSS SPANS 10d & (2) 10d TOE LENGTH (SEE TABLE) ATTACHED W/ 2 -16d `� j� NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT U1 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (2) 2 x4' LAMINATIONS W/ (1) ROW (3) 2" x4" LAMINATIONS W/ (1) ROW (3) 2" x 6' LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA �_ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS W/ 10d NAILS @ 6" O.C. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 4 1/2") OR EQUAL FIRST (4) ROWS OF It W/ 0/C w/ (2) 16d - (D = 0.207", L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD (4)1/4"xi 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & 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. �a 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/ 10dx3" @ 4" 0/C (2)12d TOENAILS LL 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" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS / 8 \ 9 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri 12 6.9 MAX. SCALE: N.T.S. TOENAIL t (2) 16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S rJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 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. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 `—CONT. BEARING GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (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)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \_BRACING w/ (3)10d x 3" AT EACH CONN. @ 24 0/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" - T-0" T-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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE TRUSS STUDS @ 16" O.C. SCALE: 3/4"=1'-0" SCALE: N.T.S. MEAN WALL HEIGHT UP TO W-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (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. d w G'J w 0 v o l 0 l z o w o , 0 o o ---- ' X Q J ---- d — — — w NOTE: /TOP 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 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) 10d 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•: < �- cb � �O1E8S\0� r � "ell !!`�/rytd tll,i k'Ax`\ \\\ 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 Engineers signature and seal. N W a E o `° r-x 8 N V (a p N W J CN mga LL G U) Co to xt w L� a w w a Z Z _ Y Y oo_ ° O LU W Z U) Cj d 00 o J n N M z d' rn O ZO U U N W �� z N M o� o z o v QCz N c+� o Cl3 a w � m C) O un �cn w o � Wm U � 8 �.. = w zwig } U _ 0 M o • m �mN o J w 3 z J E d O E w� �� �o z© DI U a= ro CL O XO a¢ o D o 0Q az o cli N L wo Q O rw m U) C:oY - �m FO OLL U) J to �z n N oa ZZ go U <o x ao oLL r— r� a10 O w z¢T�US ar O O 2 �� > O ai rn m C� L � N 0) �� Q O �1 U 0 Q (� w` Q r pCN �. LO T� 0 Q T E N c o Z f0 z E O cn a E 0 _j Q o JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. S5 II �I li-TTr i— T_ r