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CROSS BRACING DETAIL (TYP.) <br />SCALE:NTS <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 IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS <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 vv/ (3) 12d <br />NAILS AT EACH TRUSS INTERSECTION. CB-­�: <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. DB <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />vvl I VU �'w I I I I A%jk_1%j TV L_Lj <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 S I DE W/ (3) 12d NAILS <br />WHEN REQUIRED W/ (2) <br />SIMPSON HTS20 W/ (24) 10d x <br />1 1/2" NAILS EACH <br />TB <br />PRE <br />-ENG.TRUSS <br />t <br />2X4 BLOCKING I <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP <br />MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP, <br />DIRECTION TYP. <br />-----/—WOOD TRUSS <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <br />:33 <br />ROOF <br />SEE SHEATHING <br />PLAN <br />N <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 />TRUSS <br />37A <br />IN <br />HIP <br />G.T <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />1 <br />SCALE:NTS <br />VERTICAL SCAB 2 x 6 <br />#2 SPF 48" O.C. W/ (4) <br />1 Od TOP & BOTTOM <br />OR SIMPSON H2.5A W/ <br />(10) 8d NAILS <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 />2x8 #2 SPF RIDGE BEAM <br />2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od <br />COMMON TOENAILS TO TIE BEAM <br />CONC.MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING 3 <br />SCALE:NTS <br />r3 <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />SIMPSON LSTA18 <br />wl (12) 1 Od NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />')IMPSON HUC410 w/ <br />6d INTO HEADER & <br />Od INTO BEAM - SEE <br />tOOF PLAN FOR MOI <br />4FO <br />SEE FLOOR PLAN FOR <br />OR <br />(2) 2x8 #2 SYP wj <br />O.S.B. FLITCH P1 <br />TOP @ TRUSS 8 <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) 1 Od x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HLIC46 wl (8) <br />16d NAILS TO POST & (4) 10d <br />NAILS TO BEAM <br />SUPPORT COLUMN BUILT-UP <br />(2) 2x4's OR 4x4 wl (2) 1 Od <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) 1 Od <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM Cv RAISED ENTRY <br />MASONRY WALL <br />4 <br />SCALE:NTS <br />kSEE PLAN 6 <br />1 FOR CANT.1 <br />COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />SCHEDULEIPLAN <br />SE <br />7/16" OSB FLITCH PLATE SEE F <br />OOR PLA F: <br />j <br />IZE & NBASE <br />REQ'D ONLY WHEN COLUMN S <br />INDICATED ON BM. CONNECTION INFO <br />OPTION A SCHEDULE/PLAN OPTION B OPTION C <br />COMMON BM. TO POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />SIMPSON MTS18 W/ (14) <br />10d NAILS TYP. U.N.O. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />DDIT <br />(-'k 1AI IKICn <br />(WOOC <br />C <br />SCALE: 3/4"=V-0" <br />A <br />A F <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />MIDDLE <br />BM. SPLICE OVER <br />CENTER OF POST <br />EXTERIOR <br />ATTACHED�i <br />SCHEDULEI <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 PLAN <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL <br />SCALE:NTS <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) 1 Od PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />IF 2x DOUBLE LEDGER, <br />ATTACH FIRST PLY <br />W/ (4) 16d NAILS TO EA. <br />END OF TRUSS THEN <br />ATTACH SECOND PLY <br />W/ (3) ROWS OF 16d <br />NAILS AT 24" O.C. <br />SIMPSON LUS26 W/ (8) 1 Od NAILS <br />OR IF 2 PLY TRUSS SIMPSON <br />ZSEE <br />LUS26-2 W/ (8) 16d NAILS TO <br />v <br />FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />2X10 #2 SYP CONT. LEDGER W/ (3) <br />VERIFY WITH PLAN FOR <br />LOCATION AND DIRECTION <br />1/2" X 4 1/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />SECTION AT LOW <br />ROOF <br />SCALE:NTS <br />VARIES A,4= 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR W/ SIMPSON SP1 W/ (10) 1 Od <br />SEE PLAN FOR <br />ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON <br />8d NAILS AT VALLEY TRUSS <br />NAILING SCHEDULE OUTLOOKER SP2 W/ (12) 1 Od NAILS AT TOP <br />2x4 #2 SPF BRACING @ 4" O.C. INFO. <br />EXTERIOR SHEATHING INFO. <br />16" O.C. W/ (4) 12d 4A COMMON TRUSSES. ATTACHED PER -------- ------ - ---------- 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP TO TRUSS W/ (2) 12d TOENAILS <br />SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE <br />PLATE & (2) 12d END M IN. (2) 2x4 FOR CONNECTION SP1 W/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES <br />STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING <br />BOTTOM CHORD GABL�_ LOW ROOF/WALL< STUD) <br />PLATE MORE INFO. <br />SCHEDULE SHEATHING ATTACHED <br />i <br />s::z PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />4VARIES SEE PLAN <br />///--2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ <br />VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD <br />ROOF SLOPE SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d x <br />(22) 1 Od NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 W/ EACH COMMON BELOW @ 16" O.C. <br />WOOD WALL TRUSS/ FRAMING <br />OR TRUSS. '---2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS <br />TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />NAILS EACH SHEATHING ATTACHED <br />STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON <br />(3) 12d TOENAILS TO PLYWOOD <br />HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN <br />(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. <br />TOP OF WALL OR BEAM \A/ <br />MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYST: FLOOR GIRDER �< <br />TO GABLE TRUSS <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A LOW ROOF TRUSS W/_// (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) <br />INFO. FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />SHEAR TRANSFER SECTION FLOOR CONNECTIONS TO G.T. <br />Gv <br />SECTION AT HIP GABLE <br />EXTERIOR. 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