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a; L0 0 �14 C14 ZE LO V) 2:i C14 LO U') S, 19 U) CIO E E 0 < t7' 9 r D 15 C:I 15 C�l C'4 Lo ki 15 ?M- Cn 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. wl (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 10/S5 BACKNAI L wl (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' SEESTRUCTURAL x NOTES AND NAILING SCHEDULE FOR 2x4 CROIS BRACE SHEATHING DETAIL 2X4 KICKER 2x8 S P#2 1" BRACE TO APPROX 8" FROM 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" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, [ MAX, I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 NAILING SCHEDULE FOR SHEATHING-i DETAIL . DOUBLE TOP PLATE 2"1 CROSS BRACE EXTEND AT LEAST 90% OF RIDGE FASTENED AT @ 8'-0" O/C. I IT" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT X4 EACHJOINTW/(3) 10d 2 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 1" BRACE TO EXTEND LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2) 10d EACH JOINT W/ (3) AT LEAST 90% OF WEB EA. END @ 48" O.C. SIMPSON H2.5A W/ (10) 8d TOE NAILS @ EA. END 10d & (2) 1 Od TOE 2x8 P.T. GABLE TRUSS EACH JOINT W/ (3) 10d & LENGTH (SEE TABLE) FROM LEDGER TO NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL GABLE TRUSS 7/16"OSB SHEAININIJ END SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING /-1/2" CDX PLYWOOD OR ATTACHED W/ 10d C11YP1qUM WALL BOARD GABLETRUSS ,,-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 ATTACHED 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. NAILS @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS W/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD 2"x4" LEDGER (MATCH BOTTOM CHORD BOTTOM ATTACHED THROUGH CHORD EDGES AND 112"O.C. FIELD (2) 16d NAILS SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS 2X4 'IT" ON TOP OF PANEL (2 11 6d LS K.-N A) INTO 2"x6" P.T. PLATE 2x4 'IT" ON TOP OF PANEL 2"x6" P.T. SILL NOTCH IT" BRACE HERE BLOCKING, FASTEN WITH R1 OCKING-\'�' 2X4 PANEL BLOCKING @48"() C- FOR-'�' 2x BLOCKING \-WEEP SCREED It --- - - -------- THE FIRST (4) ROWS OF TRUSSES 10dx3" @ 4" O/C FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. 2X4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM t k SIMPSON HGA10KT W/ 1/4"XII 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 W/ (7) 10dxl 1/2" NAILS AT 6-01' L t.] J. INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" 0 C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON SP2 W/ (12) 1 Od O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER L2X4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 W/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NAILS AT EACH STUD NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ T-10" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL C3 __N� WEB, USE MSTAM36 W/ (7) SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION SECTION SECTION O.C. MAX) W/ MIN. 4" r2 r4 SCALE: N.T.S. SCALE: N.T.S. 1 Old NAILS & (4) 1/4"X2 1/4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE SCALE: N.T.S. '\'15� ��5� ��5 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 1 O/S5 X-BRACING, AND TOP SEE STRUCTURAL NOTES AND NAILING CHORD BLOCKING ;0 00 x INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w WOOD TRUSSES (2) 16d NAILS ao 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING , RIDGE FASTENED AT 1" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT W/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE EE TABLE) TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT 2x4 PANEL BLOCKING --- e /� (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 @ 48" O/C FOR THE OSB SHEATHING ATTACHED (2) 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS SIMPSON HGAM10KTA 1, W/ 1 Od NAILS @ 6" O.C. 2X4 BLOCKING @ 24" FIRST (4) ROWS OF (D = 0,148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL W/ (D = 0.207", L = 4 1/2") OR EQUAL O/C W/ (2) 16d TRUSSES FROM EA. ES AND 12" O.C. FIELD 11 1 (4) 1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: JACK TRUSS END TYP. TOP & 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) MASONRYWALL 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2X4 'IT" 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 1 OdXT' @ 4" O/C 2X4 BLOCKING W/ (2) 12d TOENAILS [J.— NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-13" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS SECTION rg ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6 MAX. .9 S5 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 6" OVERLAP AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 314" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH BEARING LOCATIOq(UNEVEN CLG.) rE EXT. WALL CONN. NON - LOAD SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" 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" - T-O" T-01' - 6-10" 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. 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \--STUDS @ 16" O.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 HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DE 2x4 BLOCKING-,,,,,, 2x4 'IT" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLETRUSS EB DOUBLE 1" BRACING DETAI SCALE: N.T S 2X4 'IT" BLOCKING 2X4 BLOCKING @ D4 L W 48" O.C. /--16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(j) SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ITICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX La �q L 01 1111� 1114 CL 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 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 01.1 2 Cn C= M.- LU CL C=) CLII`� :z 0011�1 2. W -cc �S' ff _0 llz� N� ':�; J-z L n %� ' "'c: 0, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Roricla Building Code - as an Is on. ng nee s signa ure an a is on y or the tructurai engineering portions of the drawing pages bearing Engsineer's signature and seal. W '�t E 0 8 FA 0 F� 1 co U) r� ZR C4 0 '! I C-: U� _-, Co LL U_ Lu I a- z 0 'S Nd 1% W C� 0 cc I,- ox W 0 2 co z & co C) c� nz 3 04 < < z 0 W 171 "Om V) W q) 4-1 Uj 0 V) Ln (a U3 E = E CD z z < ce E C�_ 8 E i� 0 00 0* 0 E C14 t. .0 �z �z C/) C C: z '0 j) to zo z 0- co 5 0 3A > 1121-0 LO LO 6 0) 2 W 0 co CIO T_ 0 0 CIO LO < 0 1 C\I C:) b L0 M < ':t 6 z z E Cn CL E 16 _j < JOB NO 22-06`472 SCALE AS NOTED SHEET NO. S5 Is,