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CROSS BRACING DETAIL (TYP.)_ <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS-7 <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />O.C. MAXIMUM. <br />3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />NAILS AT EACH TRUSS INTERSECTION. <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />' 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />` MAX & EACH END ALTERNATE BETWEEN EA. TRUSS <br />DIRECTION TYP. <br />CB <br />VVI G- I%ju `w L/'tVl 1 I\VVV •♦LtJ <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />2x8 BLOCKING NAILED @ <br />- EACH SIDE w/ (3) 12d NAILS <br />WHEN REQUIRED w/ (2) <br />SIMPSON HTS20 w/ (24) 10d x <br />1 1/2" NAILS EACH <br />iil <br />:2 <br />TB <br />Z PRE-ENG. TRUSS <br />I <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />:2" <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />PA TRUSS <br />USSES <br />(2) 12D NAILS J <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: 1/2"=l'-0" <br />HIP <br />G.T <br />(2) 2x8 #2 SYP wi <br />O.S.B. FLITCH PI <br />TOP @ TRUSS B <br />U.N.O. ON ROOF <br />PLAN <br />TYPIC <br />WALL <br />NOTE: PENDING BEAM <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />COLUMN w/ (2) SIMPSON <br />HTS20 w/ (24) 10d x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 10d <br />NAILS TO BEAM <br />SUPPORT COLUMN BUILT-UP <br />(2) 2x4's OR 4x4 w/ (2) 10d <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) SIMPSON HETA20 w/ (8) 10d <br />x 1 1/2" NAILS EACH - OR (2) <br />SIMPSON MSTAM36 w/ (7) 10d <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />2 MASONRY WALL 4 <br />SCALE: 1/2" = 1'-0" <br />VERTICAL SCAB 2 x 6 <br />#2 SPF 48" O.C. W/ <br />SIMPSON LSTA18 <br />w/ (12) 10d NAILS SIMPSON HUC410 w/ <br />CENTERED AT <br />14) SEE PLAN L. <br />FOR CANT. <br />(4) <br />16d INTO HEADER & <br />(6) <br />10d TOP & BOTTOM <br />SPLIT TO TIE <br />10d INTO BEAM - SEE <br />OR SIMPSON H2.5A w/ <br />BEAMS TOGETHER <br />ROOF PLAN FOR MORE <br />(10) 8d NAILS <br />INFO <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />WOOD SCREW EACH <br />TRUSS OR SIMPSON <br />H2.5A w/ (10) 8d NAILS <br />AT 48" O.C. <br />BEVEL CUTS <br />(OPTIONAL) <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INFI <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON <br />SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />COMMON BM. TO POST ATTACHMENT <br />A � A <br />SEE PLAN FOR <br />SCALE: 3/4"=V-0" <br />`./ BM. SPLICE OVER <br />CENTER OF POST <br />EXTERIOR <br />ATTACHED <br />SCHEDULE <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />CLIP EACH TRUSS <br />(SEE ROOF PLAN <br />FOR TYPE) <br />FRAME OUT TO <br />BLOCK EDGE <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL a@ ENTRY FRONT WALL <br />SCALE: 1/2" = 1'-0" <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3)16d AT <br />EACH STUD - TOENAIL ROOF AND EXTERIOR <br />EACH TRUSS TO NAILER SHEATHING ATTACHED <br />w/ (3)10d 7—PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />It <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT V-0" WOOD SIMPSON LUS26 w/ (8)10d NAILS <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON <br />C14TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO ZSEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR INDICATED VERIFY WITH PLAN FOR <br />CANT. IF <br />MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO RIDE BEAM 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ 3 LOCATION AND DIRECTION <br />ADDITIONAL INFO. YPN <br />COLUMN SIZE & T. U..O. 1/2" X 41/2" LAG SCREWS ATTACH IF PARALLE SEE 2/D2 FOR <br />2X4 CONT. AT CONC. MASONRY LAG SCREWS INTO END OF EACH <br />0o T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) <br />iE BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />a SCREWS EACH SIDE) (TYPICAL) <br />L <br />N A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF 9 <br />DETAIL @ INTERIOR BEARING v �5" PLAN FOR MORE INFO SCALE: 1/2" _ 1'-0" <br />3 <br />WOOD TRUSS SCALE: 1 /2" = V-0" COMMON B M . ATTACHMENT 18 <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=l'-0" <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />N SCALE: 1 /2"=l'-0" <br />00 <br />VARIES .. ,.�t ", r 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR NAILS AT BASE & SIMPSON <br />SEE <br />N FOR <br />NAILING SCHEDULE OUT <br />= ATTACHED PER ADDITIONAL VALLEY TRUSS SS w/ SIMPSON w/ Od <br />8d NAILS AT SP2 w/ 12 O 10d NAILS AT TOP <br />LOOKER <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4 O.C. INFO. <br />16" O.C. W/ (4) 12d- COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS <br />Q PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES <br />0o STRUCTURAL SHEATHING NAILS TO TRUSS 2 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL STUD <br />E. SCHEDULE PLATE MORE INFO. TRUSS SHEALOW THING ATTACHE <br />) <br />o PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ ___ ____ VARIES SEE PLAN 2X4 BASE PLATE W/ 1/2" PLYWOOD ,. NAILS @ 16" O.C. ALONG W/ <br />E FOR WALL LOCATION SIMPSON LSTA30 w/ �` SIMPSON MTS12 w/ (14) 10d x <br />= ROOF SLOPE <br />c (22) 10d NAILS OR (2) 16d NAILS TO f- _ 1 1/2" NAILS TO BLOCKING <br />WOOD WALL -' SIMPSON MTS12 w/ EACH COMMON y> f @ <br />l r BELOW 16 O.C. <br />14 10d x 1 1/2" NAILS TRUSS/ FRAMING <br />MIN. 2x4 #2 SPF STUDS @ ( .T <br />OR TRUSS, 2X4 CONT. W/ (2) ) TYP TOP &BOTTOM r -- <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. s. <br />� <br />STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD <br />(3) 12d TOENAILS TO - - �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING <br />ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />„ SEE TRUSS PLAN �,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS LOW ROOF TRUSS W/ FLOOR G.T. <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2) 2x6 BLOCKING UNDER <br />MASONRY WALL SEE RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />• @�3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />PLAN FOR MORE 16 O.C. MAX. SEE ROOF PLAN <br />SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END <br />EXTERIOR. 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AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION N0. 5ml <br />SHEET NO. <br />Dal <br />