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— — — — — — — — — — — — — SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. TOP CHORD I I BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TRUSSES @ SIMPSON H10A w/ (18) EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. SHEATHING APPROX. 8" FROM OUTLOOKER TYPICAL @ RIDGE FASTENED AT I I 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND I I MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x6 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR L-------- 7/16" OSB SHEATHING — — — — — — —1 ATTACHEDW/10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SPACED WEEP SCREED @ 48" O.C. INSTALLED PER MANUF. MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) 10dxl 1/2" NAILS AT EA. NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM10KT W/ (4)1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS SIMPSON H10Aw/ (18) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 21'x4" SEE STRUCTURAL NOTES — NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE FOR FIRST FOUR FASTENED W/ (2) 10d 3" ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT EDGES OF SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT W/ SIMPSON H2.5A w/ (10) 8d & (2)10d TOE NAILS @ IL @ FROM LEDGER TO EA. END .' BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD W/ 1Od NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2"x6" P.T. SILL NOTCH "L" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SIMPSON HETA20 w/ (9)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS & (4)1/4"x21/4" TITEN @ 4'-0' O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 BACKNAIL W/ (2)16d NAILS REFER TO DETAIL JTL ON SHEET S5 FOR r SEE STRUCTURAL X-BRACING, AND TOP "' M NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION 10 00 O0 SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES ;o 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS /� ^ NAILS @ EA. END ATTACHED W/ 2 -16d 7�j Lll IJI 2x4 PANEL BLOCKING 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 Wl (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 1Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE OUTLOOKER SP6 FOR 2x6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" 4" MAX O.C. (OPTIONAL - SEE ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)1Od & (2)1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 PANEL BLOCKING @ 48" 2x BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 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 W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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 2x4 "T" ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS 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 BEARING 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"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) j 1 Odx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 'J%jl\ 1. ULlll All liv.7 GABLE END BRACING DETAIL RUNNERS ALTERNATE NON -DROP GABLE END DETAIL 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 SCALE: N.T.S. S5 -MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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/ (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)16d TOENAILS SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) rGABLE 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 HGAI OKT w/ (4) 1/4"xi 1/2" SIDS SCREWS TO TRUSS & (4)1/4"x3" SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.)_)l SECTION 4 SCALE: N.T.S. CJ'S 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/ (4) MOISTURE BARRIER 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-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" 0/C. 3) SEE 6/S5 FOR MORE INFO, SIMPSON HGA10KTw/(4)1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP,) GABLE TRUSS DS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN 0 z w a_ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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"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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 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 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL IN /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 AT 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 '�� \�• s Sit`) � v o '0 " ®®;U`` % Uw Z 0 O w w w Q O Z.= J =emu oaa� Ha(7 w~�n Z �� Bo~Z(DO O ^ U wo_ n Q'o Hoz O wz�o 3gz=a DC w m a 5 m U a >-�zUan b 2~O E (,�KXZw I— LLat �Wg w�w�20 wzwZ�? O LL Z a o U n Z w Z roow wC7zF=o w z _ Ow _ W mu v a w w¢ Q -ate ow N 513: V 00 N m N m Ln o0 mam. &w to 4j L# mmz 5m w w a a m�� W p d L11 p m�� W v1 OC V m0 w w Z W _3 4 N C9 0"� a W z a _4 ° � W w v 0 X a z 3 Lu �Lu " g ��a o `�° Q O z r-i � N O > rn O M a U)M In Ln Ln Q , LL I— CL ce U M a z E 0 wJ � d- mi U) ui Ou) z J uj 0 V z U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO.