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:c n N J {QN� O N :z LID t5T B S N i 12 9 0 Q N S E E 2 I v a 0 v L= N N N 0 a N N N 7E rA SIMPSON HGAMI( W/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 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. 9e AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS � 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. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 911 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 1O/S5 Z. Pi DI I NAILING SCHEDULE FOR SHEATHING 45°t / DETAIL 45° t SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR "L" APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT 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)1Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-l" OR LENGTH (SEE TABLE) SILL 1/2"CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL SHORTER)TRUSS 7/16" OSB SHEATHING END 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" O/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/ (2)16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. & �� @ 6" O.C. EDGES AND 12" 10dX3" @ 3" 0/C 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 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. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING I If 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 - 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SIDS 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 CO.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24,-GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. �'15� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M SEE STRUCTURAL X-BRACING, AND TOP CHORD BLOCKING N NOTES AND NAILING INFORMATION to SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES tD 1/ ^ (2)16d NAILS � 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2 1 1 2^ RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 4t AT EA, TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW 2x4 PANEL BLOCKING (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 48" O/C FOR THE 2 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ ( ) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ FIRST (4) ROWS OF O/C w/ (2) 16d (D - 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 9, 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 SPACE AS SHOWN FOR 3 PLY 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 "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 AS PER HIB 91 SCALE; N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "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. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" >< SEE PLAN FOR TITEN TO CMU :�_4 ONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T' ON TOP OF PANEL LJ 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,WITH �2� 1 BLOCKING 4" O/C (2) NON — LOAD BEARING LOCATIONrDBOU CMOSAMEINUMBER OF ROWS, SAME SPACING) NG LS. (ONE INTO EACH OUTSIDE FACE OF F ) TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" ADDITIONAL INFORMATION. 2�5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 41NIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. TOENAIL (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 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" - 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 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 61S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) �VVIV I. DCFIRII\ll - GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiQ o C7 a q0� CORNERJACK Y W Z O U HIP FRAMING REFERENCE PLAN w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C \.-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: -/TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. E S5 614, q qql L ji I I■ ��II Floori111111111 1111� 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 o N a+ � W N o o �- � c+ C l0 V N rn 0 N r A ✓ O co CCN g =_ d u G E 4 u 0 .00111111 lift • �� 1r0 rr N 0� .. G,�S•SS10Nh �� 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages Deering Engineers signature and seal. rn W a 8 " 6 r=- � m Lo - to A, , 1? 8 M Q It C J LL aw � �LLLL a Z `�; d L to g ? Zg O W tp o LL = OU h W � - z z (Z N �(1) CD LL 4-J (n C]I U � 0 w g N4i c �V)Ln rz U a w U 0 Of Q � � ttpp w z r■ � E g a4 O oLL '® !— g� O RY, �. wo �U °z z H �O wg �� v NC: <o m� z �� a z S s. 4° zz W 8 3 <� ixo v zzi a1 v 3 LOLO M i co LO LO T- m m LO r � � N Ln l ca LL Ch O L0 N CV Q j r C) 11- o Z m Z rn r ECD a U � Q U JOB NO : 23-00524 SCALE : AS NOTED SHEET NO. S5