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w — — — — — — — — — — — — — SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 1Od x NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES OUTLOOKER 1 12" AT EA STUD (USE @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) BLOCKING FOR 72 FIRST FOUR 2x4 OUTLOOKER @ 24" ROWS OF 45° t 24 MAX. TOP CORD BLOCKINGNKIFKER 2X4 CONT"L" BRACE TOP CORD BLOCKING O.C. (OPTIONAL - SEE 4" MAX. TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOURFASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS ELEVATIONS) EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF , OF SHEATHING TYPICAL DOUBLE TOP PLATE TYPICAL RIDGE FASTENED AT2x8 @ SHEATHING TYP. SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 8" EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND EXTEND AT LEAST 90% OF FROM RIDGE FASTENED AT MAX.O.C. M& (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ 2 1Od & 2 1Od () ( )LENGTH END @ 48" O.C. (SEE TABLE)EA. APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END 2x6 P.T. GABLE TRUSS RIDGE FASTENED ATSILL H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL • 1/2"CDX PLYWOOD OR EACHJOINTW/(2) 10dSIMPSON CH J FROM LEDGER TO SECTION FOR SIZE & SPACING) — — — — _ L — — — — — — — — — -I 7116" OSB SHEATHING & TOE NAILS @ EA END BLOCKING 1/2' CDX PLYWOOD OR 7/16" SIMPSON HGAM10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4'X 3/4" TITEN TO CMU ATTACHED W/ 10d NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD 7 OSB SHEATHING ATTACHED pv r_14� _xTHROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS 6" O.C. (2) 16d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD �° 2x4 PANEL BLOCKING @ 48" 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) (4) FASTEN WITH 1Odx3" @ 4" O/C SPACED 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. EA. END TYP. TOP & BLOCKING, FASTEN WITH MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (9) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER CHORD SLOPE OF ADJACENT 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS) STRAP MISSED VERTICAL O.C. MAX) w/ MIN. 4" GABLE WEB WEB, USE MISMSTSED VE 6 L SECTION 1 EMBEDMENT IN KO BLOCK SECTION K2 SECTION 3 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J ON SHEET S5 FOR N r N r SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP N M NOTES AND NAILING TOP CORD CHORD BLOCKING N BLOCKING FOR INFORMATION �o O0 00SHEATHINGH DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ "' 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES `° ;, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ 2 () o AT LEAST 90 k OF WEB AT 24 A T 24" O.C. ON TOP OF 1 1 2" 10d & (2)10d TOE LENGTH (SEE TABLE) CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING CDX PLYWOOD 7HE 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 @ 48" 0/C FOR THE (2)16d NAILS TT OSB SHEATHING ATTACHED OS W/ 10d NAILS @ 6 O.C. " CKIN) BLOCKING 2x4 BLOCKING @ 24" OF STAGGERED 1Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C 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 & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x 'ROSS BRACING4=� 3EE PLAN FOR 10dx3" O/C OCATIONS) @ 21vx4' TOENAIL 6" O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL l J 1 SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. �.v♦ i . u�nr�n�a GABLE END BRACING DETAIL 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. S5 BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES 10d x 1 12" AT EA. AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2) 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/ 1 Od 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 HGAI OKT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1l4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C 124" 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ O/C (TYP) 0 z w BRACING w/ (3) 1 Od x 3" AT = • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w! (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU Ht--- MASONRY WALL 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. \5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Fill ARCHITECTURAL FINISH NOTE: / L EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S5 "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" 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"O/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES(TVPJ /—GABLE TRUSS h. `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 cr CORNER JACK C7 Y , d Q w z X 0 , 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES 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 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 ��otittetitt�e° s,as.• 3 �® O�� o e ;Llj cf:< a V • r zo Ow w a o a LL= J z u J n �y E Z w W W W m w g 0 U J iy W QH�~ HaZw °C LL5 10 FE W O F Q O QLL=H "2 -0! c� H X: 2F-Q�� Vi W Fg cc 0 Z W W (ZJ 'z"W Z z= r w 0 W W tDw= Q ZZHO m01-{--� W ww 0 U = w w IX,J = U '' ~ cc ' Z) Q —ate o�� V) ¢3 m I� V to N mo M m Lr) 00 mm M mi z m w u.i a a mmmm �"a�„ mmm W _j 0 MEN W v� w w z _ _ "W N to aLu Y z Q U W w u 0 X a z 3 v g a w O z O LD i O Z No o u n U)O > V) M O M Q� MLr) a V)z Ln L z Q Lln F—M cC V o. ,-1 Z ?> E 00 w�-- J U) ui 0cn LU V Z Q U) SCALE: AS NOTED DATE : 05-07-2018 SHEET NO. 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