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F- - - - - - - - - - - - - - - -- I SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS -\ SIMPSON HlOAw/(18) SIMPSON SP4 w/ (6) 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES 4ZDAPr)D)�r.XAlAll HQr: NAILING SCHEDULE FOR SIMPSON Hl OA w/ (18) 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 2"x4" SHEATHING DETAIL OHTI r)nvpp OUTLOOKER 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24 O.C. I-XINU I'VAILINU 0%,nrZUULrZ TOP CHORDOR SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING F 77� FIRST FOUR ROWS OF 45' 24" MAX. 45'± TOP CORD BLOCKING 45'± Xz 2X4 CONT"L" BRACE TOP CORD BLOC'lKING TRUSSES @ \-SIM SONHlOAw/(18) FOR FIRST FOUR FASTEN ED W/ (2) 1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO88 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 TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND X4 K NCKER SHEATHING TYP. ZA4 1 KER x8 YP#2 1" BRACE T 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8" 0- /C. @ 8._o� O/C EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2X4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. F GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A W/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d FROM LEDGER TO L J 7/16"OSB SHEATHING & (2)10d TOE NAILS @ kt/V BLOCKING - - - - - - - - - - - - - - - ATTACHED W/ 1 Od EA. END �\ --D';UM NAILS @ 6" O.C. EDGES -- WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1003" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C, INTO 2"4" P.T. PLATE 2"X4" LEDGER (MATCH BOTTOM CHORD L w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4`7ONTbP OF PANEL RI OCKIN WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 481, O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED W/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (9) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"xZ' 0 PLATE WASHER -SIMPSON HETA20 W/ (9) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 114"x2 1/4" SCALE: N.T.S. �5 SCALE: N.T.S. TITEN ON OUTSIDE I LA L SIMPSON Hl OA w/ (18) PArVKlAll %A///')% lAri KlAll (Z SIMPSON HGAM10KT w/ (4) 1/4"xl 1/2" SIDS SCREWSTO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU I SP8 FOR 2x8 WALL) -_2x4 OUTILOOKER @ 24" 24" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) BLE TOP PLATE x SS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1-1-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES Tw AND 12" O.C. FIELD (2) 16d NAILS 48"A 2x BLOCKING M 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. �5 1 Od x 1 12" AT EA. Wd OUTLOOKER 'REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR NOTES AND NAILING TOPCORD X-BRACING, AND TOP SCHEDULEFOR \x \17 BLOCKING FOR CHORD BLOCKING 00 00 SHEATHING DETAIL FIRST FOUR ROWS tMA INFORMATION OF TRUSSES @ 2 2"x4" CROSS BRACE 24- X. EDGES OF -WOODTRUSSES 60 ZOE APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT 1" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 Od & (2) 1 Od TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END -GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" 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" O/C FOR THE FIRST (4) ROWS OF NAILS (2) 16d NAILS (2) OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. GES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & .16d /,--JACK TRUSS uoo �N TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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/ 1 Odx3" 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. ")t:U I IUN SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 Z. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1 0dx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS v"m JOINT L-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION —.-7— 77 —ill T-T _F7--7-- SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" - OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. � S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) BACKNAIL wl (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" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX, EDGES OF SHEATHING TYP. -1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ,-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 0dx3" @ 4" OIC SIMPSON HGAl OKT w/ (4) 1/4"xl 1/2" --- SIDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SEC.) SECTION 4� SCALE: N.T.S. 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 1 24" O/C (TYP) V7 \\-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C z ui SIMPSON HGAM10KTA w/ (4) \MOISTURE BARRIER 1/4"xl 1/2" SIDS SCREWS TO \\-BOND BLOCKING & (4) 1/4"x2 3/4" 7 BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING-___ 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL l" BRACE ATTACHED W/ 10d NAILS @:4�" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. 6si) 2X4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED /--16d NAIL W/ 10d NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB SINGLE l" BRACING DETAILK 6 SCALE: N.T.S. 1\1 �sl DIAPHRAGM -4 BLOCKING @ 48" O/C ,,-GABLE TRUSS 3 TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. \\ �l 20'-0" MAX 20'-0" MAX "X' BRACE SEE DET, J/S5 CONTINUOUS BOTTOd CHORD BRACING 2X4 MIN. d Lu — — — d Lu 9 ;t 9 9 z Lu w m < 9 0 C) Nr 9 d w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. 0 NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N. 0.) l" BRACE 2"x6" (U.N.O.) l" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-131" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION t;WbUN 6F2 Wl (1;e) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN - -1 -T— LF T--T I —I- -r-I , 5 —1 -ITi-vi m, —, I -T 1 -7— - T-- -F----F 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -7 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 BCS] 1-13 SCISSOR TRUSS /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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 0\1111111//// Lot TRA \N� ,ATRA)V,/ c 46.. cl, _0 or ut z 0 Z p, z o a gwg F-- 0 u - � a �- z Lu L>� u .L: z cl� u M F F- 'o z Ln =2 p z�o 0 0 z z U. co z 0 z LLJ xcu -j w� �- LL . � w=M xw>� cr z) u 00 r-i N J '�D r-4 (.0 C14 cn Wo -J Ln 00 00 Ln Z 1, 0,0 uj uj uj �2 0'0 2� mmm uj "o Lrn, mmm Lu u) -;� 0 z . o = < UJ LU 0 0 > Z < > U Lu L>u< 0 Lo x_j r-z < z r, < Lu Lu LLj 00 -1 co z 0 Lo c:) 0 0 t7l :2 c:) 14 cy) C) ru Ln CL V) 0) Ln L- LL C)L z u CL 00 < § E 100 z z C:) W w c:) ui F- ou) z < LU F- 0 C) z D < rlr U) SCALE: AS NOTED DATE 03-11-2019