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SIMPSON HGAM1( W/ (4) 1/4"x1 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/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS? IF >9" SEE 10/S6 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 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/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACESCHEDULEFOR APPROXROMSHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 RIDGE FASTENED AT S EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACEWEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS 1 AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d EA. END @ 48" O.C. SIMPSON H2.5A w/ 10 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & ( ) TOE NAILS @ EA. END SILL (2)1Od TOE NAILS @ EA. FROM LEDGER TO • 1/2" CDX PLYWOOD OR END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 1 AND 1 " 3. O.C.. FIELD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C.I L`Ty AND 12 O.C. FIELD THROUGH CHORD SLOPE D ADJACENT SCISSOR TRUSS)EDGES AND 12" O.C. FIELD (2) 16d NAILS INTO 2"x6" P.T. PLATE 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 FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/MIN. 4" EMBEDMENT IN KO BLOCK - 1 Odx3" @ 4" O/C PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER4 MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION SECTION WEB, USE MSTAM36 w/ (7) � O.C. MAX) w/ MIN. 4" 2 3 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCKIN"TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj 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 MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 10/S6 X-BRACING, AND TOP N M M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 00 00 x x INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 111 2' 1 / ". WOOD TRUSSES (2) 16d NAILS `° 0o 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 12" 1 1 2" RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3) 10d & (2) 10d TOE AT LEAST 90% OF WEB TRUSS SPANS NAILS @ EA. END LENGTH (SEE TABLE) GABLE 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 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 2x4O/C L(2) IN 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE FIRST (4) ROWS OF 2 () 16d NAILS W/ 10d NAILS @ 6" O.C. (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 TRUSSES FROM EA. E ES AND 12" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION 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 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 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 1Odx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP, WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SCJ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" `SH SCHEDULE ,TTACHMENT t 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. S5 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. Srj "L" 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 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA1OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (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" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x811 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 HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `STUDS @ 16" O.C. 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 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 i 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. \ DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) ❑ z w \-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 O 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) 0 CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING - � O 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS 0 I.-: co O BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. Q ( co n REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L to 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 7 rCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cM N g � o 00 9q Lo 4r C-0 If' e gk2 Z5 Nd� c a w s 0 w 0 z ¢ = (1)i C) co U ai �� N D NU M _002 Um w• W S M L o yr.o -2 O 0 m •� 'o N U w QN � CD �-o d d w LU 0 o w o 1�t w m - < o — — — — o o ¢ -- — — — — o o Q T� �. o = CU w w AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACINGDETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION F- ❑ZwOIw0ofQzL1j �~f- LU �0 Zg�CD gOIxcnU_0 U_ J¢O QQ QaxJIO20°�� °000mocn�ooz O O J U Z Y❑ Z Z LL Q W d U) 0 Z ¢¢WOW1 05-wzi3 U❑¢ oQ o 0 oQ<T_ w a � �~ O O Z N SCALE: N.T.S. S5 Q W Q L~ f— 0� IZ cM IZ q5; — Z U z� W W� J O 2X4 BRACING @ 48" O.C. CONTINUOUS TO CO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) N CM .•. M N CD N O N r ,O 04 r O N O N O COSMETIC DROP CEILING FRAMIN Virtual! Review Assist, inc. O C6 O 0')o O Plena Review completed and app for vord"eace with ov T- � co �;N = O O N O N CN N N N the 2020 F8E 7t hY Rebra Anne Klahr PX230 E idii'®a 1� O N O: N 1 O 1-- N j 1 O N 1 O N I O N O N SCALE: NTS Lo 0) N 001 O ; L(i T- 00 O M T 04 O M ® d' 0 CD O CD O O r T' 0 (D 0 o N1^ �1 J > O O'O N : M O d O to O (o O I` ' n �^ 00 VJ Z Z O O+ WUF-'- OWf/J w 2X4 LEDGER O V �OLIJ c Q �d SIMPSON LSTA18 Lo 0 Q w HLLJ ~ co 0 Z WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION rn V O > J Z N 00 >-�Z°W }o'er M oQa� U- � w c11 OZ 0 U�z� z �Qo ryQ U O"J O a Z z z J W M O O T— LAST PLOT DATE > May. 9, 23 Z.�i O d STRUCTURAL — J DETAILS rii