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SEE STRUCTURAL NOTES BACKNAIL W/ (2) Ibd NAILS SEE STRUCTURAL NOTES BACKNAIL W/ (2) Ibd NAILS AND NAILING SCHEDULE FOR USP R716A OR EQUAL AND NAILING SCHEDULE SHEATHING DETAIL 2x4 OUTLOOKER • 24' • EA. OUTLOOKER 2x4 FOR SHEATHING DETAIL O.C. (OPTIONAL - SEE BACKNAIL W/ • 2x4 4 O.C. OUTLOOKER REFER TO SECTION J ON OUTLOOKER ELEVATIONS) SEE STRUCTURAL (2)16d NAILSF SHEET 65 FOR X-BRACING • 24' O.G. NOTES AND NAILING TOP CORD INFORMATION TOP CORD 45`� 2X4 CONT'L' BRACE TOP CORD BLOCKING USP RTI&A OR EQUAL SCHEDULE FOR BLOCKING FOR BLOCKING FOR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 24'MAX. • EA. OUTLOOKER SHEATHING DETAIL USP RTI6A OR FIRST FOUR ROWS FIRST FOUR ROWS OF 3'• 24' O.C_ CMID OF TRUSSES • EDGES EQUAL • EA. OF TRUSSES • � � � / TRUSSES •EDGES I HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GROSS BRACE OUTLOOKER 4' MAx. EDGES OF OF SHEATHING TYP. 2X4 KICKER I 2x8 SYP"2 'L' BRACE t0 2x4 CROSS BRACE APPROX. APPROX. 8' FROM USP HGAM10 W/ l4 , WOOD TRUSSES • 8'-0' O.C_ EXTEND • LEAST W% RIDGE FASTENED AT SHEATHING TYP. 1/4'xl-3/4' WEDGE � 2x4 CROSS BRACE OF WEB LENGTH t USP 8 FROM RIDGE FASTENED At EACH JOINT W/ (2) I L BRACE TO EXTEND\ \� I SPT4 • EA EACH JOINT W/ l2) 10d t (2) AT LEAST 90`'o OF WEB BOLTS t l4) Sr.*SS 2x4 RAT RUN APPROX. 8' FROM NOTCH a BOTTOM 10d t (2)10d TOE 1/4' x 1 1/2' SCREWS � BRACING AT 24' STUD 10d TOE NAILS a EA. END I LENGTH (SEE TABLE) / O.C. ON TOP OF RIDGE FASTENED AT CHORD (SEE TABLE) NAILS • EA. END EACH JOINT W/ (2) I USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE ABLE TRUSS BOTT. CHORE) WALL SECTION FOR SPACING I/2' CDX PLYWOOD OR 10d t 11�0d TOE - � FROM LEDGER TP 2x4 PANEL BLOCKING I FOR 4 TRUSS ' Y. • 48' O.G. FOR THE I 1/I6' OSB SHEATHING SPANS ATTACHED NAILS • EA END BLOCKING 1/2' CDX PLYWOOD OR 1/ib' FIRST (4) ROWS OF ATTACHED W/ 10d NAILS W/ 2 - 16d At EA. 2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED I • 6' O.C.EDGES AND 12' 24" O.0 MAX TRUSSES FROM EA.TRUSS JOINT IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING • 48' O.G. FOR THE FIRST I I/2' CDX PLYWOOD OR W/ 10d NAILS • 6' O.G. EDGE$ ENE) TES TOP t I O.C. FIELD (see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. I 1/16' OSB SHEATHING AND 12' O.C. FIELD BOTTOM ATTACHED I (2) Ibd NAILS BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d DOI(2) 16d NAILS W/ (2) I6-d TOENAILS 2x4 'T' ON TOP OF PANEL 2x4 BLOCKING • 24' 2x4 LEDGER (MATCH BOTTOM CHORD NAILS • 6' O.G. EDGES 2x4 PANEL BLOCKING ® 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/8' OR 1/2' HIGH STRENGTH O.C. W/ 2 - Ibd 2x4 't' BLOCKING 10dx3' • 4' O.G. CEILING BOARD PER CODE TOENAILS • EA END 2x4 BLOCKING SLOPE OF ADJACENT SCISSOR TRUSS) AND 12 O.C. FIELD O.C. FOR THE FIRST (4) ROWS 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD W/ 13/8' DRYWALL NAILS OR • 48' O.G. 2'xb' P.T. SILL NOTCH 'L' BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL PER CODE FASTENED WITH 8d COOLER NAILS P HGAIO • 36' MASONRY WALL 5/8' x 10' 'J' BOLT • 48' O.G. WEEP SCREED INSTALLED �P• TOP t BOTTOM ATTACHED BLOCKING, FASTEN WITH DRYWALL SCREWS 1' O.C. 16d NAIL W/ (2) lb-d TOENAILS 10dx3' • 4' O.G. OR I 1/4'LONG DRYWALL SCREWS COMPLYING O.C.CEILING t 8' O.G. WALL$ ARCHITECTURAL FINISH 'L' BRACE USP HTA20 OR EQ. • V -0' O.C. TYPICAL. PER MANUF. t FRG WITH ASTM CI002 FOR FIRST 8'-0' FROM END DBL. TOP ATTACHED W/ ALTERNATE USP LSTAI8 STRAIGHT STRAP • 4'-0' SECTION R103.12.1 5/6' OR 1/2' HIGH STRENGTH PLATE STUD WALL 2x4 LEDGER (MATCH BOTTOM WALL • 4 O.C. TYPICAL (SEE TYP SEC) 10d NAILS 4 O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.G. tYPICAL DROPPED FLAT TOPS OF W/1-10dx1 1/2' AND TO MASONRY W/ (3) 3/I(o'x 2 1/4' FASTENEDWITH 8d COOLER NAILS ASS) USP SPT24 • EACH STUD EXT, WALL GONN, 6 NON -LOAD HIPS FOR FRAMING TAPCONS. �I OR 1 1/4' LONG DRYWALL SCREWS c t * I * I GABLE TRUSS WEB (GIRDER NOT DROPPED) 6 E C T I O `� 2 COMPLYING WITH ASTM C1002 FOR JE C I I OI � 3 SrE CT I OI �l 4 BEARING LOCATION FIRST 8'-0' FROM END WALL • 4' K`D DOUBLE 'L' BRACING DETAIL g SCALE: N.T.S.J� O.C. TYPICAL SCALE: N.T.S. SCALE: N.T.S. CJ� SEE TYP. WALL SECTION FOR SCALE: 3/4' = I'-0' CJ� SCALE: N.T.S. S5 DROP HIP DET,4IL ADDITIONAL INFORMATION SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) I(od NAILS SCHEDULE FOR SHEATHING DETAIL 2m�-O' MAX 20'-ID' MAX 8d • 6'O.C. 2 x 4 BLOCKING W/(1)10d T. BRACE SEE DET. J/S5-LI VC-ONTINUOUS BOTTOM CHORD BRACING 1X4 MIN. 2x4 'T' BLOCKING TOP CORD WOOD TRUSSES TOE NAILS • EACH END • n BLOCKING FOR 45' f 24' MAX. 2x4 OUTLOOKER • 24' O.G. (TYP) • a, FIRST FOUR ROWS 24 O.C. OF TRUSSES • I USP RTIbA OR EQUAL • EA. EDGES OF 2x4 CROSS BRACE OUTLOOKER •I 2�, I .SWEATH11_i APPROX. 8' FROM I 'L' BRACE TO EXTEND AT LEAST `9 TYPICAL RIDGE FASTENED At EACH JOINT W/ (2) 10d `�% OF WEB LENGTH (SEE TABLE) • I II x t (2A0d TOE NAILS • I GABLE TRUSS EA. END 1 1/2' CDX PLYWOOD OR 1/16' OSB >x< 2x6 P.T. SHEATHING ATTACHED W/ 10d TRUSS VERT. WEB ll SILL i NAILS • 6' O.G. EDGES AND 12'm N BRACING W/l3)10d x 3' SPACED • 48' O.G. X. O.G. FIELD i (2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING • 48' O.C. FOR THE FIRST I I • • EACH CONK. • 24' O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 10dX3 • 3 O.G. THROUGH CHORD 8'-0' OF END WALL FROM EA. END TYP. BOTTOM I INTO 2'x(o' P.T. PLATE USP HGAM10 W/(4)-1/4'A-3/4' (D = 0.148', L = 3') OR EQUAL lD = 0201', L = 4 1/2') OR EQUAL NAILS lD = 0201', L = 4 1/2') OR MOISTURE BARRIER CORD ATTACHED W/ (2)16-d TOENAILS I WEEP SCREED INSTALLED PER WEDGE BOLTS t (4) SDS 1/4' NOTES: EQUAL _ MANX. t FRC SECTION R103.12.1 x 1 1/2' SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA x 5 1/2' LAG SCREWS OR EQUAL - SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 'T' ON TOP OF PANEL BLOCKINGMOISTURE BARRIER MASONRY WALL, 2x4 BLOCKING • 48' O.G. �- 'L' BRACE I 16d NAIL AtTACHED W/ I 10d NAILS 0 4' O.G. TYPICAL k GABLE TRUSS wEB SINGLE 'L' BRACING DETAIL SCALE: N.T.S. S5 DIAPHRAGM BLOCKING • 48OZ. IABLE TRUSS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SOWS OR EQUAL FASTEN WITH 10dx3' • 4' O.G. USP HTA20 • EA. TRUSS NOTE: — — — — TRUSS VERTICAL ARCHITECTURAL FINISH THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d VERT. WEB (24' O.G. MAX.) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGNEERNCs TOP t BOTTOM CHORD GABLE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACINCs • 4'-0' O.C. MAX (2) 2x8 'L' BRACE C1002 FOR FIRST 8'-0' FROM END WALL • 4' O.C. TYPICAL MISSED VERTICAL WEBt USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3) ibd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT • 32' O.G. SIMPSON MSTAM36 ON OUTSIDE 2) 'T' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL. PERMANENT Ibd PER SIDE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION MINIMUM 6' FROM PLATE SPLICES EXT. WALL GONN. '@ NON - LOAD BRACING OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SCISSOR GABLE 'T' BRACE TYPICAL N,4ILING SCHEDULES FOR BUILT-UP COLUMNS g W/ 3/16'x2'b PLATE WASHER BE�4RINC LOCATION (UNEVEN CLC.) REQUIRED MINIMUM PERMANENT TRUSS SRACING PLAN L CJ� SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE. 9T•SA�5� AS PER BCSI 1013 EDITION SCALE: N.T.S. PER HIB 91 SCALE: N.T.S. 85 SCALE: N.T S. CJiJ cj�j ADDITIONAL INFORMMATION. x 2x4 OUTLOOKER • 24' SCISSOR TRUSS O.G. W/ (2) 10d PER JOINT TOP CHORD BLOCKING FOR 1ST MINIMUM 2x FOUR ROWS OF TRUSSES, USING CROSS BRACING (2) Ibd TOE NAILS • EA. END (SEE PLAN FOR LOCATIONS) 10dx3' O.C. 2x4 RS (2) Ibd PER • 6' O.C. JOINT TYPICAL 12" MAX. "L." BRACING RE aU I RE MENTS STUD SPACING NO 'L' BRACE (1) 2x4 (UN.O.) 'L' BRACE 2'xb' (UXO.) 'L' BRACE 24' 010' - 3'-0' 3'-0' - 6'-0' 6'-0' t GREATER SCISSOR GABLE - (1) 2x8 02 S.P.F. 9 EACH VERTICAL AND (2) 2x8 FULL HEIGHT 6 DIAPHRAGM BLOCKING '01 N 12 6.9 MAX. PRE-ENGINEERED OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6' OVERLAP 2X4 BRACING • 48'O.C. CONTINUOUS WOOD TRUSSES TO FIXED LOCATION ATTACHED W/ 2-10d • EA TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. NOTE:1) ALTERNATE NON -DROP 'L' BRAE MU5T EXTEND AT LEA5T cJ% OF WE MINIMUM (2) Ibd PER JOINT MINIMUM 2x4 TRUSS BRACING GABLE WHICH REQUIRES BRACE TO EXTEND ULLBHEIGHT OF GABLLENGTH E. CROSS 511R,4CING DET,41L- J GABLE END DETAIL 2)'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS a 4' O.C_ TRUSS 5R,4CING OVERL-,4P DET,41L. M COSMETIC DROP CEILING FRAMING SCALE: N.T.S. CJ�J SCALE: N.T.S. SCALE: N.T.S. CJ�J' SCISSOR TRUSS W1 DROP CEILING BR,AGING DETAIL MEAN WALL HEIGHT UP TO 30'-0' SCALE: NITS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION s5 s5 END JACK 'L' BRACE W/ 10d • 4' O.G. 12 3 (SEE SCHEDULE FOR SIZE 12 69 �' ll'-O" MAx. 12 AND LOCATION) 6.9 MAX 'L' BRACE uU 10d • 4' o.C. # OUBLE TOP PLATE 6.9 MAX. g (SEE SCHEDULE FOR SIZE 5v5 AND LOCATION) S5 tiA 2X4 LEDGER LE T CORNER JACK USP LSTA 18 °v5 _IL W UPLIFT CONNECTIONS - ,,.. DBL. TOP PLATE � I P FR,41" I I NG TUD$ • 16' o G. T. BEARING CON BE R NG T. BEARn� , , �,,� (�, _mDS • 16, OL. �, SPn4 WOOD FRAMED GABLE END BRAG LNGDETAIL G,4 B L- E END B R4 C I NG D E T,41 L- • EACH STUD G,4B L E END B R,4 C I NG D E: T,41 L- SCALE: 3/4'-1'-0' MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION USE USP HTA20 (OR EQUAL) CONNECTORS • MA50NR1' OR USP RT16A (OR EQUAL) CONNECTORS 0 FRAME WALLS 4 USP RM • HIP JACK TO FRAME WALLS MEAN WALL HE IWT UP t0 30'-C' - SEE STRUCTURAL SCALE: N.T.S. NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. O O CV 0 1 b