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SIMPSON HGAMV w/ (4) 1/4"xl 1/2" SDS 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) MAX 911 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS rIF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 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 APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. ••• LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO Sib 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '• BLOCKING 7116" OSB SHEATHING ENDt�xz ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED • THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 j DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/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 @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 N N X-BRACING, AND TOP N " SEE STRUCTURAL rri CHORD BLOCKING N NOTES AND NAILING 00 00 x Ix INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS li� NAILS @ EA. END 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS 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) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S6 "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. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL 2X4 BLOCKING W/ 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" O/C (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) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2) 16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 1, l" 1. ULP11lll Yt.7 GABLE END BRACING DETAIL 12" SH SCHEDULE ITTACHMENT i SYP BLK'G @ 16" O.C. 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 CJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE 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 rM SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FPOM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "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. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO —� TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 112" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "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-O" - 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 HGAIOKT w/ (4)1/4„x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE.3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w IL \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP 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 BOTTOM CHORD GABLE END BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ T-O" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �` 1 2x4 BLOCKING—,,, 2x4 "T" 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" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C177 GABLE TRUSS . . i TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 - 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. C'l w w0 0 o 0 z o w W � m - 0 o 0 v of w — — — — ' o � — — — — o � w AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION OCT 2 8 2022 -E Virtual Review Assist, Inc. Plans . Review completed and approve for compliance with the 2020 FBE 7th Edition by Debra Anne Klahr PX2300 2X4 LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. N o N N ° } s oa �' «t ,` LO o y 5 y1 00 lO pry W ..z a Cz W w W 0 z C^n` N L0 ; E o � W L r^' M N 6 f�' N '_ V) U -0 00 M Y/ 2 0 2 o �} °� 0 a "o •N .� w N #t i o E �. w uj (j W o H WI-Q ��' �QYz� z 0 Q Q C) ��X�ZO�0z�U000HQO ozoi2oomzz 0 ocn°O COWCl' mod>zYOZz�0W° -' U) Z QI--wog��-�wp2EUQ 0W o 0 oQzq�¢ �¢LL O O z N O� 0 p cM co LO Q �� F_ W a. CM Z CU Wz� J O O N N 0 N 1 ti N ) o t CD Coo V CO T— CO CD N O O f N N o O N N CDCD N N N N CV CD N L O N N CO O— Ili Op p— A N O C'7 N 1 4 O 1 CD 1 & CD 1 O r 1 O f 1 r CD 1 CO O x C 1 N� > o CD NM�u;�ti o C) C) CD CD L 1 00 r^ VJ z Z O own C) _ � V��o w 0 F—O�a a ZWF- 0� Q =m0z r z N `�O�?J 00 �2zOf a. z z LL. N w (V OQ2z Q ULZU) z � z �QO � U 00a tr z z z J W N N O LAST PLOT DATE Jul. 21, 22, z O STRUCTURAL — J DETAILS