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SIMPSON HGAM10KTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 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. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ (2) 16d NAILS 7 IF >9" SEE 10/S6 UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 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) BACKNAI L w/ (2) 16d NAILS 45*± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" UNSUPPORTED AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 I BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45* SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER KI�OKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @4 _0 C& @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE 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 wl (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Cd & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING END 7/16" OSB SHEATHING ATTACHED W/ 10d I GYPSUM WALLBOARD GABLE TRUSS [��1/2" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12"O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6' O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL /x /_ SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/161, OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS � . . 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T'ON TOP OF PANEL BLOCKING;�' 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED 2x4 "T" ON TOP OF PANEL @ 48- O.C. FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 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 META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1� TRUSS VERTICAL WEB (24,- GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. '\. �5 TITEN ON OUTSIDE 2x4 #2 SYP BLKG @ 16' O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEESTRUCTURAL— CHORD BLOCKING ;0 NOTES AND NAILING x x INFORMATION CID 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl,:y (2) 16d NAILS -WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' EACH JOINT W/ (3) It BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSSSPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS 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" O/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 = 4 1/2') 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 Fl� -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 I I (SPACE AS SHOWN FOR 3-PLY) -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION r3 SCALE: N.T.S. �, �5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W1 10d NAILS @ 6" O.C. E O.C. FIELD JACK TRUSS EE PLAN FOR ._!%J��SCONNECTION OF THE LAST LAMINATION 2x4 "T"ON TOP OF PAKIE 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 L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION r9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0 ADDITIONAL INFORMATION. SCALE: N.T.S. 1\ �5 SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" tSH SCHEDULE ITTACHMENT 2 SYP BLKG @ 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 ri 0 SCALE: N.T.S. 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 MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 V BRACE W/ 10d @ 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" FROM 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 10/S6 1" 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 1 Odx3" @ 4" O/C SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24�%. C SIMPSON SP2 w/ (112) 1 Od DBL. TOP PLATE NAILS AT EACH STUD , 1 STUD WALL (SEE TYP. SEC.) SECTION 4� SCALE: N.T.S. 8d @ 6"O/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) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 10d x 3" AT \\EACH CONN. @ 24' O/C -MOISTURE BARRIER _BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH 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 1" BRACE (1) 2'x4" (U.N.O.) "L" BRACE 2"x6"(U.N.O.) 1" BRACE 24" 010" - T-O" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) '-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 TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Er w 0 Er CORNERJACK LU z Er 0 HIP FRAMING REFERENCE PLAN z w 2x4 BLOCKING-,,""" --2x4'T'BLOCKING 16d NAIL @ 481, O.C. "L" BRAC E ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL v V GABLE TRUSS WE DOUBLE "L" BRACING DETAIL SCALE: N.T.S. 2x4"T" BLOCKING 2x4 BLOCKING @ 48"O.C. 4L "L" BRACE ATTACHED ---16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKI NG @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"-7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 'X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD 13RACING 2X4 MIN, Li q M1L M MM 11111 1111111� � cl: 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 BRACINC 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 (" L� 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 W1 DROP CEILING BRACING DETAIL MIEAN 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 AUG VIRTUAL w 0, SS I S' Virtua; Rav iew and 8PPrc Plans RevIeW G 7th for compliance with tj te 202, _,0 F B � Edition by Debra Anne Klahr PX2300 C14 04 0 C14 24 V j E, 00 z Lu :c 0 Uj z U-) E 0 08 4) L. '0 -5, M "Z Gi CY) C-4 mom Ln C6 ZD) C3 - U M V) U '03 C: E OM 2 _g 00 75 U_ 8 0 < < d'q LU C OCO:> E �v2 — �- CL LU Uj (!) LLI w LU U3 w 0 w _j 0: _j < 0 w w 2 R '0'- w < z of z <W��00 0 w U_ 0 U_ _j 0� < 0 0) <0x_j Q� D 0 Z U_ U_ 9 a) 0 Z 2 0 I._;� FE 0 0 z Z) 0 0 0 0 z a(nwLuo 0 0 0 9 _>v56w�w_0w'w<0N _j( aozyc3zz W<FO z 5 w z 0 W L) (L a- LL. J�< 0 w wamo < U_ < 0 < LL C:) z LLJ 9 P 4.1 > U) p (0 0 0 �� M 0 z < U) CO P-- _j M U) z < w < LO (r 0- cri < >- oo Z z w w _j Q C:) (0 C14 CN C:) C14 r1L C14 11 C) o6 (D v- 00 v- 0 04 C) 04 0 " C14 04 0 0 N I 0 N I 0 CNI I 0 CN 0 CA 0 CN I 0 CN I 0) �4 co 9 Lo ob 9 A v- C14 C) Cn 4 C) C) CD C5 6 c:, (6 0 0 N Lo >4) C) C) C) 0 4 0 CD C) CN. Cn. Ui (6 r': ,it Cr CO U) Z z Q 0 w U) w w 0 5: 0 0 0 00-0 0 LO -0 V) 0 X W 5 a. = z W F- L_ < z IX �- jx w Z) 1.— Ir 000-2 F- = Z F- 0 W z 3: 00 w 0 Z X Z Z ILL 0-4 w 0 < < F- A 2 Z 2 < (L) 0- >- w 0) z z z < 0 z 0 :5 00 0 z z z w C14 0 N LAST PLOTDATE @ > Jul. 21, 22 0 STRUCTURAL DETAILS