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SIMPSON HGAM101<1 w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD .�.— BLOCKING FOR�-T FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CROSIBL SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL WI (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. OUT SEE STRUCTURAL NOTES - @ 24" O.C. NAILING SHEATHING DETAIL FOR \ OUTLOOKER OUTLOOKER AND NAILING SCHEDULE - 7@ 24" O.C. FOR SHEATHING DETAIL 45° t 24 MAX' TOP CORD BLOCKING 45•t 2X4 CONT"L" BRACE SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OUTLOOKER EDGES OF • "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C. WEB LENGTH & NOTCH AT •. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .• BLOCKING ATTACHED W/ 10d EA.END NAILS @ 6" O.C. EDGES GYPSUM Vb 4LL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE I IRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. I OTTOM 1/2"CDX PLYWOOD OR 7/16" • THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD — w/ @ EDGES AND 12" O C FIELD 2x4 " T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6' 0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOC < - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w! (7)1 Od NA LS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)114"x21/4" TITEN @ 4'-0" O/C ALIGNED WI -H O.C. MAX) w/ MIN. 4" GABLE WEB 2 STRAP MISSED VERTICAL SECTION '� EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) -SECTION 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 S ;ALE: N.T.S. S5 TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r `•' M ' CHORD BLOCKING N INFORMATION `O 1 1 I WOOD TRUSSES '° ;, ;o 2x4 RAT RUN BRACING i AT 24"O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d i� 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) ROA 3 OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE N AILS O/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 TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL 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 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS rE ADDITIONAL INFORMATION. SCALE: N.T.S. S � 2"x4" OUTLOOKER @ 24"- O.C. W! (2)10d PER JOINT TRI1,T10I PO :ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1Odx3" O/C @ 2"x4" TOENAIL-)6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT ,.,.........,.,............,... ,...,. ..,...,. 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL I J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 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. 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 nvro1 A 11 TM 1100 nrl A/N►le% AT LEAST TWO TRUSS SPACES SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END : SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD NAILS END TYP. TOP & BOTTOM ATTACHED W/ 2 16d TOENAILS TNT(2)16d SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM -�k2x4 T' ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. 15 `-MINIMUM (2)16d PER, DINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING `I----2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 2x4 OUTLOOKER �@ 10d NAILS @ 4" 24" O/C O.C. TYPICAL CORD BLOCKING FOR GABLE TRUSS WEB 7TOP FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL OF TRUSSES @ 5 SCALE: N.T.S. S5 MAX.EDGES OF SHEATHING TYP. 2x4 "T" BLOCKING "L" BRACE TO EXTEND AT LEAST 90% OF WEB 2x4 BLOCKING @ LENGTH (SEE TABLE) 48" O.C. -GABLE TRUSS "L" BRACE ATTACHED 16d NAIL -1/2"CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7/16" OSB SHEATHING TYPICAL xi;LH ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB O.C. FIELD SINGLE "L" BRACING DETAIL 6 -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH SCALE: N.T.S. S5 DIAPHRAGM 1 Odx3" @ 4" O/C BLOCKING @ 48"O/C SIMPSON SP2 w/ (12)10d GABLE TRUSS NAILS AT EACH STUD TRUSS VERTICAL SECTION 3 SECTION r4-"'� SCALE: N.T.S. SCALE: N.T.S.S15 -2x4 OUTLOOKER @ 24" O/C 77TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. I 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" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS 7z SEE PLAN FOR 2x4 BLOCKING W/ :. (2)12d TOENAILS 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)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL FINISH SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU nl:�ARCHITECTURAL EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "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" - T-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. SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) VCONT. BEARING DBL. OP PLATE — \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-O" MEAN WALL HEIGHT UP TC 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN O z w a x (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. �m� n For 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 /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 U) Ix w w¢ W0- Qco = N F- >co . w w o Z0 O w o O C X:cZa `� co O O Z '. w = m O -� ? r, ?~ z a W w z O w a; H of - wOwO� Q J W ca Z HZ LU 0 H =w~o == _Ow HH z <( E > ; o M cq Nu -0-0- 0P ft M r- ro g m•omm, _: _0 O u- W M 0 V C C ^ 11 a o0 W W (9 W O LLI ui w o ►- w►w-Q w�� w2Yz� z Wjg-¢0¢maU-V00'-j0 Q Q V �aoJz,� a°zm°O~�a cycn'r9ozo�oom z uj0 Z aow�N?Wzowulza. L ILL w gP two 00: o 0 oQ a Flu- i O 04 Z W 0 i— O z Q u) c O to 101- c ti QWQLo F--��_M Q }' Q 00 Z U F-- W W -j co co 00 C� 4o O O� O O N � c� ^` � N \W ' �/ Z Z O W fA� W O Vo�o Z 1=03a. ._ �� Q zW�a WF--� Q =m0 LLJ VZ�J M T7 �mzw �O 0—ZZ LL r- O� 00 g } W co)LDQ ■ " Q 7� Z 0 Z ~ U V a 0 _O m a z Z Z LLI WIT CV o LAST PLOT DATE >,r- Apr. 3, 18 a " -4•-0 O STRUCTURAL _I i DETAILS