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SIMPSON HGAMV <br />W/ <br />(4)1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <br />1 /4"x2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, <br />SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />BACKNAIL w/ (2) 16d NAILS —� <br />45°t <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S6 <br />BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45' t <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO <br />BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />' <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <br />& (2)10d TOE NAILS @ <br />@ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2,5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT 10d & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />AI S <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />• <br />END <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />' <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />ATTACHED <br />SHEATHINGNAILS <br />1OdX3" @ 3" O/C <br />CORD ATTACHED W/ (2)16d TOENAILS <br />w/ 10d NAILS @ 6' O.C. <br />w/ 1 @6" O.C. <br />THROUGH CHORD <br />(�7 <br />2"x4" LEDGER MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT w/ (3) 1 Od & (2) 1Od <br />TOE NAILS @ EA. END <br />2x FRAME WALL (SEE WALL <br />SECTION FOR SIZE & SPACING) <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />(2) 16d NAILS <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR jj[�2x BLOCKING <br />FASTEN WITH 1Odx3" @ 4" O/C SPACED WEEP SCREED „ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />INSTALLED PER MANUF. 1/2' x 8 'J' BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM <br />@ 48" O.C. BLOCKING, FASTEN WITH <br />77A <br />SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS <br />" MOISTURE BARRIER 1 Odx3" @ 4" O/C <br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS <br />NOTE: IF EMBEDDED <br />1Odx1 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB SECTION 2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />10d NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />REFER TO DETAIL J <br />N <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />r <br />r <br />X-BRACING, AND TOP <br />" <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />;0 <br />NOTES AND NAILING <br />INFORMATION <br />`O <br />;0 <br />SCHEDULEFOR <br />Ix <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />-WOOD TRUSSES <br />`� <br />00 <br />1 1 <br />00 <br />1/ <br />2"x4" CROSS BRACE <br />(2) 16d NAILS <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />0 <br />0 <br />BOTT. CHORD FOR 4 <br />10d & (2)10d TOE <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />(2) 16d NAILS <br />-2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") QR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />FIRST (4) ROWS OF <br />O/C w/ (2) 16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />w/ (2)16d TOENAILS <br />i <br />-ARCHITECTURAL FINISH <br />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 <br />i <br />i <br />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT TRUSS) <br />SECTION(a�� <br />SCALE: N.T.S. S5 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING FASTEN WITH 2x4 BLOCKING W/ :.. <br />EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL i <br />(2)16d NA <br />(2) 16d PER <br />JOINT <br />2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />SEE RSH SCHEDULE <br />FOR ATTACHMENT <br />2X4 #2 SYP BLK'G @ 16" O.C. <br />(2)10d x 0.131" <br />TOENAILS EA. SIDE <br />CONT. 2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ('l0 <br />SCALE: N.T.S. S5 <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. cG SCALE: N.T.S. S5 <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />GABLE END BRACING DETAIL <br />SCALE: N.T.S <br />6" OVERLAP <br />M <br />S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />AND FASTENERS. (MIN. FIRST BAYS) <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL I <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT w/ (3) <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />2x4 PANEL BLOCKING <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />W/ (2)16d TOENAILS <br />(2)16d <br />NAILS <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO —� <br />TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. <br />DBL. TOP PLATE SIMPSON SP2 w/ (12)1 Od <br />NAILS AT EACH STUD <br />STUD WALL (SEE TYP. SEC.) <br />SECTION 4 <br />SCALE: N.T.S. S`CJ <br />8d @ 6"0/C <br />WOOD TRUSSES <br />SIMPSON HGAM10KTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2) 1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-O" <br />3'-0" - 6-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />TRUSS <br />@ 16" O.C. SIMPSON SP2 w/ (12) <br />1 Od NAILS AT EACH <br />SCALE: 3/4"=1'-0" STUD <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />END JACK <br />1 l'-O" MAX. <br />LLJ <br />ir <br />0 <br />0- <br />✓9c� <br />Y CORNER JACK <br />U <br />w <br />z <br />Ix <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />7 0 <br />z <br />w <br />\-BRACING w/ (3) 10d x 3" AT <br />EACH CONN. @ 24" O/C <br />\-MOISTURE BARRIER <br />-BOND BEAM <br />-MASONRY WALL <br />ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACINC <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN / `� <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />IN <br />"L" BRACE <br />ATTACHED W/ <br />1Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1 Od NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />Fill <br />Fill <br />Fill <br />Fill <br />Fill <br />Fill <br />FlAirl <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 1 Od AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />RE"iEW ASpS1S /� dY1, <br />v IRTLAI 1 ��\/IC `i4� l."��6'•`� 1C. <br />u <br />a.� <br />Virtua �, nr� <br />ew co,Niere `_ <br />Plans Re\ ,,y� r 3C, n <br />for compliance with n� Klahr PX�3U0 <br />Edition by Debra <br />OF F1 ems,:04 <br />CN <br />N <br />.,404 <br />o <br />00 <br />LO <br />=..- ^J _ <br />_ o <br />w <br />0 <br />z <br />Q <br />a) 6.4) � E <br />0 My i <br />N <br />v V �° m <br />c 2 Q <br />O E 25 <br />} Lo <br />.� 0 8 Q <br />rl iv <br />Z. <br />7W� L E M 9) <br />V a a "o <br />w <br />W <br />w <br />wWQ -< w ezw z <br />co-000�0 <br />�:D <br />�Wy (j <br />w Q <br />Q <br />� 0 <br />U <br />J�¢o�wco <br />��XJZLLLL 0Z2oc�Q� <br />coo90 oFxoom0zZ Q <br />� <br />cl) <br />0 <br />voila jv�wW�_ZLLXQ0 <br />¢�F_ V5Z�wUp�cU)�¢ <br />0w o ozq�a <br />U-Q o u- <br />it <br />O <br />O <br />N <br />Z <br />O� <br />co O <br />CO <br />Q � <br />J <br />c ti <br />l(� <br />F— X CL cM <br />Z V <br />Z?� <br />w <br />wc:) <br />J O <br />J <br />N <br />N <br />O <br />N <br />ti <br />N <br />I <br />O <br />O <br />00 <br />O <br />W <br />00 <br />N <br />O <br />O <br />CD <br />�- <br />CN <br />N <br />o <br />N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />0 <br />N <br />0)00 <br />L6 <br />00 <br />cM <br />1 <br />O <br />d- <br />0 <br />•- <br />0 <br />CA <br />0 <br />O <br />O <br />0 <br />0 <br />E2 <br />�1 ♦ <br />y <br />O <br />O <br />N <br />O <br />M <br />O <br />O <br />LO <br />O <br />Cfl <br />O <br />1- <br />cr <br />00 <br />cn <br />Z Z <br />—z0 <br />O�J <br />_ <br />owv) <br />O <br />Uoro <br />0 (L <br />LO <br />-0vJ <br />Owl <br />a. F--a <br />Q <br />Q <br />Z <br />��� <br />ul <br />� <br />=m=z <br />1.-Z <br />C�ZJ <br />N <br />M <br />w <br />i-< <br />Lu of <br />cY) <br />CL <br />Z <br />Z Z LL <br />(V <br />w N <br />OgZ>z <br />Q <br />V <br />U) Z Z <br />. <br />z <br />Z <br />� Q 00 <br />C) <br />� <br />OU <br />_O <br />co <br />a <br />z <br />z <br />z <br />w <br />O <br />o <br />(V <br />LAST PLOT DATE <br />Apr. 26, 22 <br />Z4_0 <br />O <br />STRUCTURAL <br />— <br />J <br />DETAILS <br />