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I I — — U) -At 9 C) r1l LO LO rr V) E5 :;E 93 CD 01 .9 LZ C14 C:' C14 C14 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. wl (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 - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 91. AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, S IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS MAX ' 9" BACKNAIL w/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS--\ IF >9" SEE 1 O/S5 BACKNAIL vl�/ 16d NAIL UNSUPPORTED, MAX. 9" 7 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTE UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL I 11= >01, _qPP 1 n/-Czr% NAILINU 45*± X x DETAIL 45* SEESTRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE-\ 2x4 CRO§S BRACE SCHEDULE FOR "L" APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAILY 2X4 KICKER 2x8 SYP#2 BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" O/C. Etwl EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT W/ (3) 1 Od EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2X4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ & (2)1 Od 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 S I M PSON H2.5A W/ (10) 8d EACH JOINT W/ (3) 10d & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB r 2x8 P.T. S GABLE TRUS EACH JOINT W/ (3) 10d & FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-l" OR LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. /0 1 BLOCKING 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /�1/2" CDX PLYWOOD OR /-7/16" ATTACHED W/ 10d GABLETRUSS CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE (2) 16d OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ,,-1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAIL S ATTACHED W/ 1 Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS �7'�_ OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C NAILS @6"O.C. AND 12" O.C. FIELD O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) I \W/10d EDGES AND 12" O.C. FIELD (2) 16d NAILS W/ (2) 16d TOENAILS 2X4 "T" ON TOP OF PANEL 2x4 "T" ON T6P OF PANEL BLOCKING",, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2X4 PANEL BLOCKING @ 48' 0 r FORN 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEPSCREED 1/2" x 8" "J" BOLT @ 48" O.C.. \ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1063" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS SCREWS TO "J" MOISTURE BARRIER SIMPSON META12 W/ (7) 1 Odxl 1/2" NAILS AT 6-101" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES wl 3/16"x2" 0 PLATE WASHER T BLOC�_ O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS MOISTURE BARRIER L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD NOTE: IF EMBEDDED SIMPSON META1 2 W/ (7) 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"X2 1/4- TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) , I STUD WALL (SEE TYP. SECI.) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24- GABLE WEB SECTION- SECTION r3 SECTION r4 WEB, USE MSTAM36 w/ (7) O.C. MAX) W/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. � �5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. �5 SCALE: N.T.S. �5 TITEN ON OUTSIDE REV. 06.08.22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - IRSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" —REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF IF >9" SEE 10/S5 X-BRACING, AND TOP Cn SEE STRUCTURAL CHORD BLOCKING ;o ;o NOTES AND NAILING INFORMATION SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/-/ 11 2 (2) 16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM RAT RUN BRACING EI RIDGE FASTENED AT "L" BRACE TO EXTEND ,,,--2x4 AT 24" O.C. ON TOP OF I lie EACH JOINT w/ (3) 0 0 rATLEAST90%OFWEB BOTT. CHORD FOR 4 TRUSSSPANS 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) TRUSS ATTACHED W/ 2 -16d 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 �_GABLE 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" O/C FOR THE (2) 16d NAI LS W/ 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF ES AND 12" O.C. FIELD O/C w/ (2) 16d TRUSSES FROM EA. (4) 1/4"xl 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 ONNECTION 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 DQ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'7ON TOP OF PANEL-/ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ T_j� EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 0) Ntrt:M I U NUO Or-1, I 1UN I D.a FOR AL&A I IVINML INrUMMIA I 1UN 1 Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION LL SEE TYP. WALL SECTION FOR SCALE: 3/4" =: V-101" � �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ("8� K"'�9 __Ii� ADDITIONAL INFORMATION. SCALE: N.T.S. �5 SCALE: N.T.S. �5 IINIMUM 2x �ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. � S5 TOENAIL i (2) 16d NA 12" 3H SCHEDULE kTTACHMENT 2 SYP BLK'G @ 16" O.C. J 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. �,��5 GABLE TRUSS 5 BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 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 r �m SCALE: N.T.S. � S5 "U'BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) N. 8d @ TO/C WOOD TRUSSES SIMPSON HGAM 1 OKTA w/ (4) 1/4"xl 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) 1 Od x 3" AT Y EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. �� S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0-0" - 31-0" T-O" - 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3- SDS SCREWS TO PLATES (TYP.) I— /—GABLE TRUSS —STUDS @ 16' D.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU 0 CORNER JACK LU z IX 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @:4�" O.C. TYPICAL GABLE TRUSS WE137 DOUBLE 1" BRACING DETAIL SCALE: N_T_S 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED - 16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB ` SINGLE 1" BRACING DETAIL/_6 SCALE: N.T.S. "I'S �' DIAPHRAGM BLOCKING @ 48" O/C rn;j /,-GABLE TRUSS I.t--= I I Ir TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 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) 7' 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. _'N� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 C2 M W C-4 th 2 =6 E cc 2 W11 02 to 'n CL E 0 SN' IaRo W/V (j: CLA N. FL �A ee To the best of the Engineers knowledge, 7—orm—ation 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. E C') 8 C� 0 To N 0 LL Lu Cjo LL I IL W Z 'D (L C14 0 - ;-) xo W I . M Z� 0 Z CO < Er 0 0 < z 0 < 4-J L.0 0 LU V) C14 E 8 C) 0 Of En < CC) M. .9 Z� __j U_ gE z % 0 C' I- ro Q E < M 0 00 00 0 0% z< C> cf> M t x Z �z CA) z 0 0 z z 1z < W 2. 8 Cn < �- 0, � 2M 1z <0 �u W C3 W 'z z M 0 W 0 z 0 C:) > (0 L0 LO < 0 CL 04 co CV) =3 N CY) C:) Cr 0 U 0 CN M LO < CA co 0 0) ca C'4 CD Lo 00 U_ LO 63 LO C:) < 00 E ce) 0 z E CN W E M 0 0 'a _j < _j JOB NO: 23-00516 SCALE : AS NOTED SHEE7 NO. S5