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USP HGAM10 W/ (4 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/ x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND - TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TRUSSES @ "L" BRACE TO EXTEND EDGES OF 2x4 CRO BRACE AT LEAST 90% OF WEB SHEATHING APPROX. 8" FROM LENGTH (SEE TABLE) TYPICAL @ RIDGE FASTENED AT USP RT16 OR 1/2" CDX PLYWOOD OR 48" O.C. EACH JOINT W/ (3) 10d EQUAL @ EA. 7/16" OSB SHEATHING MAX. & (2)10d TOE NAILS @ OUTLOOKER ATTACHED W/ 10d EA. END @ 48" O.C. NAILS @ 6" O.C. EDGES GABLE AND 12" O.C. FIELD TRUSS VERT. WEB TRUSS 15# FELT SPACED @ 48" 0/C MAX. PAPER BACK METAL 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 2x6 P. PARGE COAT OF CORD ATTACHED W/ (2)16-d TOENAILS SILL CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. 2x4 "T" ON TO OF PANEL BLOCKING, U.N.O. AT EXT. FRAME FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. WALLS. SEE ELEVATION SHEETS FOR TEXTURES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG 10dX3" @ 3" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR THROUGH CHORD FIRST 8'0" FROM END WALL @ 4" O/C TYPICAL INTO 2"x6" P.T. PLATE 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM WEEP SCREED PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER INSTALLED PER MANUF. NOTE: IF EMBEDDED SECTION 1 MOISTURE BARRIER STRAP MISSED VERTICAL SCALE: N.T.S. WEB; USE USP HTA20 @ EA. TRUSS MSTAM36 ON OUTSIDE VERT. WEB (24" O/C MAX.) EFER TO SECTION SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL EA, OUTLOOKER TOP CORD BLOCKING 45°± FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. 2X4 KICKER @ 8'-0" 0/C. 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END "N GYPSUM WALLBOARD] 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL 5/8" x 10" "J" BOLT @ 48" O.C. USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL, ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TAPCONS. SECTION 2 SCALE: N.T.S. Srj A ON SHEET S5.1 OR X-BRACING, AND r `" M OP CHORDCo 00 N - LOCKING JFORMATION 11 ' JOOD TRUSSES zo Co x4 RAT RUN BRACING T 24" O.C. ON TOP OF 1 1 2" 1 1 2" OTT. CHORD FOR 4 RUSS SPANS ,TTACHED W/ 2 -16d T 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 x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL ►/C W/ 2 -16d OENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ,RCHITECTURAL 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) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARI G LOCATION(" COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 41NIMUM 2x 'ROSS BRACING SEE PLAN FOR r 0/C ,OCATIONS) 10dx3"@ r2"x4'TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS , M JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 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) 16-d TOENAILS SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. 2X4 CONT"L" BRACE FASTENED W/ (2) 10d 3"@ 24" O/C. CMID HEIGHT 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF WEB LENGTH & NOTCH @ BOTTOM CHORD (SEE TABLE) USP RT3A WITH 8-8d FROM LEDGER TP BLOCKING 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOUS FINISH TO BE 7/8" THICK FINISH IN THREE COATS. TYP. U.N.O. AT EXT. FRAME WALLS, SEE ELEVATION SHEETS FOR TEXTURES GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD NOTCH "L" BRACE HERE WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL BACKNAIL W/ (2)16d NAILS 2x4 OUTLOOKER @ 24" 24' MAX. O.C. (OPTIONAL - SEE ELEVATIONS) USP RT16 OR EQUAL @ EA. OUTLOOKER DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT USP SPT4 EACH JOINT W/ (2) 10d & (2) @ EA. 10d TOE NAILS @ EA. END STUD 2X6 FRAMED WALL - SEE WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 15# FELT PAPER BACK METAL LATH PARGE COAT OF CEMENTITIOI 2x4 PANEL BLOCKING @ 48" FINISH TO BE 7/8 THK FIN IN O.C. FOR THE FIRST (4) ROWS THREE COATS. TYP. U.N.O. AT OF TRUSSES FROM EA. END EXT. FRAME WALLS. SEE ELEV TYP. TOP & BOTTOM ATTACHED SHEETS FOR TEXTURES W/ (2) 16-d TOENAILS (2) 16d NAILS 2x4 LEDGER (MATCH BOTTOM 2x4 BLOCKING CHORD SLOPE OF ADJACENT 2x4 "T" ON TOP OF PANEL TRUSS) BLOCKING, FASTEN WITH 10dx: @ 4" O/C SECTION 3 SCALE: N.T.S. S5 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIALS TOP CORD BLOCKING FOR 2x4 OUTLOOKER BACKNAIL W/ (2) FIRST FOUR ROWS SEE STRUCTURAL 16d NAILS @ 24" O/C OF TRUSSES @ NOTES AND NAILING EDGES OF SCHEDULE FOR SHEATHING TYP. SHEATHING DETAIL USP RT16 OR EQUAL @ EA. "L" BRACE TO 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EXTEND AT LEAST APPROX. 8" FROM 90% OF WEB RIDGE FASTENED AT LENGTH (SEE EACH JOINT W/ (2) TABLE) 10d & (2) 10d TOE GABLE TRUSS NAILS @ EA. END 1/2" CDX PLYWOOD OR 2x4 PANEL BLOCKING 7116" OSB SHEATHING @ 48" O/C FOR THE ATTACHED W110d NAILS @ FIRST (4) ROWS OF 6" O.C. EDGES AND 12" O.0 TRUSSES FROM EA. (2) 16d FIELD END TYP. TOP & NAILS 15# FELT BOTTOM ATTACHED PAPER BACK METAL LATH PARGE COAT OF W/ (2) 16-d TOENAILS CEMENTITIOUS FINISH TO BE 7/8" THK FIN IN THREE USP HGA10 @ 36" O.C. COATS. TYP. U.N.O. AT DBL. TOP PLATE EXT. FRAME WALLS. SEE USP SPT24 @ EACH STUD ELEVATION SHEETS FOR TEXTURES STUD WALL (SEE TYP. SEC.) 2x4 T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION 4 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C - 16d NAILS @ 24 0/C WOOD TRUSSES TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED . It W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL- / BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM (2) 16d PER JOINT � MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) -BRACING W/(3) 10d x 3' @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL RCHITECTURAL FINISH 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" 010" - 3'-0" T-0" - 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. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a 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" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS 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, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. — — -- — — w 0 o 0 w ' w m o o 0 � o � o' Q w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL �� /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ 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 U) J W U Z H Q m toWQO_ o W a m 204 5; 1110V z p OJ -.. N w zU. 04¢ CN ~ z l= ¢ Z, > z o O '. O w w z UZ� Zt✓' �3 mz wr w H = H Q In N Lo E %M _W u \ ' 12 Cm N 6 x. Vi V M C., 0 2 0 �o v O o N U — �� ZI_ N w QN 2 V N L 00 io a 'a I-- w Lrin.l W ow ai wow w~Q w� � <me 0 Z O 2 -1 O�� u- U O O O L.L V Q ¢ 7,Coo�oZ"oFoom'z¢c¢> J (�0� �Oa�zYOZzapW=O J a. (A LL Z ¢oW�gla�-�wp�c�)�¢ 0Q o 0 -�QQq¢ O O N Z 0 I— >_(/)O CO QU)Mf` � U) - P, c'M Q >- Q 00 Z >U W Ill .iCD O J d- N CD N CV 0 o N 0 > Lo O Z Z O N c Wor>- owcn U��o N a) z �- o a � > W F- ( 1"[f `r/ Z W F- ~ fY �� Q �m0Z W�/ L I..L 0O III Z LJ T--I Z D_' M OUa�1Z ZZ Z u- gf �' O Q T-4 L Z Z ry Z U -se QU� _O m Z S5 z z J W CO 0 LAST PLOT DATE >N Dec. 21, 16 O STRUCTURAL DETAILS