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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—i <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 />9 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />10 <br />MAX & EACH END ALTERNATE BETWEEN EA. TRUSS <br />DIRECTION TYP. <br />CB <br />m r--1uV `.LV l-r'tVl1 11\VVV vv{-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 SIDE w/ (3) 12d NAILS <br />WHEN REQUIRED w/ (2) <br />SIMPSON HTS20 w/ (24) 1Od x <br />1 1/2" NAILS EACH <br />v M * M 14 <br />TB <br />M <br />7 PRE—ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <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 />�A TRUSS <br />(2) 12D NAILS -- <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL 2 <br />SCALE: 1 /2"=V-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) 1Od 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) 1 Od <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) SIMPSON HETA20 w/ (8) 1 Od <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 a@ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: 1/2" = 1'-0" <br />SIMPSON LSTA18 <br />VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN <br />L. <br />#2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. <br />1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE <br />OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE <br />(10) 8d NAILS 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 FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />FOR COLUMN SIZE INDICATED ON BM. <br />& ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT A <br />SEE ROOF PLAN SCALE: 3/4"=1'-0" <br />FOR BEAM SIZE & <br />CONNECTION INFO. BM, <br />SPLICE OVER <br />CENTER OF POST <br />A A <br />I SEE PLAN FOR /-ib, <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" = V-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)1Od PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />DIAGONAL <br />2x8 #2 SPF RIDGE BEAM <br />SIMPSONLUS26 w/ (8)10d NAILS <br />Y_ <br />AT 8'-0" <br />MAX <br />WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />TRUSS' <br />SIMPSON MTS18 w/ (14) <br />OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />10d NAILS TYP. U.N.O. <br />sEE PLAN FOR SIMPSON <br />LUS26-2 w/ (8)16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d <br />MTS18 <br />w/ (14) <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO RIDE BEAM <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ND CALF <br />1 Od <br />NAILS <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />VERIFY WITH PLAN FOR <br />TYP. <br />U.N.O. <br />LOCATION AND DIRECTION <br />N <br />2X4 CONT. AT <br />CONC. MASONRY <br />ADDITIONAL INFO. <br />1/2" X 41/2" LAG SCREWS ATTACH <br />LAG SCREWS INTO END OF EACH <br />(IF PARALLE SEE 2/D2 FOR <br />T & B CHORD <br />STEEL OR WOOD <br />SUPPORT <br />(WOOD COLUMN SHOWN) <br />MIDDLE <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />BLOCKING INFO) <br />BEARING <br />o <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />•° <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />a <br />A -A ALTERNATE BLOCKING <br />CORNER d <br />SECTION AT <br />LOW ROOF g <br />SEE <br />FOUNDATION <br />DETAIL @ INTERIOR BEARING <br />,, PLAN FOR MORE INFO <br />SCALE: 1/2"=1'-0" <br />3 <br />SCCD <br />ALE: 1/2" = 1'-0" <br />COMMON BM. ATTACHMENTK'j8 <br />WOOD TRUSS <br />92 <br />8 <br />A <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />LID <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />STANDARD HEEL HEIGHT <br />o <br />SCALE: 1 /2"=V-0" <br />VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />w/ SIMPSON SP1 w/ 10 10d <br />( ) <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT VALLEY TRUSS <br />NAILS AT <br />1`Od <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />OUTLOOKER <br />4" O.C. INFO. <br />SP2 w/ (12) NAILSSIMPSON AT TOP <br />EXTERIOR SHEATHING <br />INFO. <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />Q <br />PLATE & (2) 12d END <br />MIN. (2) 2x4 FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />EACH END (BETWEEN TRUSSES <br />�2 <br />STRUCTURAL SHEATHING <br />NAILS TO TRUSS <br />SPF TOP INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABL <br />NAILS TO EACH VERTICAL <br />N <br />ATTACHED PER NAILING <br />BOTTOM CHORD <br />PLATE <br />MORE INFO. <br />TRUSS <br />LOW ROOF/WALL <br />STUD) <br />S <br />E. <br />SCHEDULE <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS 16" O.C. ALONG W/ <br />ROOFS O/PE <br />SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />1 Od NAILS OR <br />(2) 16d NAILS <br />1 1/2" NAIL(22) OCKING <br />WOOD WALL <br />SIMPSON MTS12 w/ <br />EACH COMMON°TO <br />BELOW @ S6" O.C. <br />OR TRUSS. 2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />(14) 10d x 1 1/2 NAILS <br />TYP TOP & BOIT OM <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />TO FLOOR GIRDER <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />• <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />• MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />. NAILS @ <br />ITRUSS <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR <br />PLATE BELOW <br />MASONRY WALL <br />4'-0" O.C. TO GABLE <br />i <br />Y <br />ROOF SYSTEM <br />TOP OF WALL <br />. <br />OR BEAM <br />. BEAM BELOW: SIMPSON HTS20 w/ <br />o <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16 FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN <br />(24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. <br />ij <br />� <br />•' „ <br />W/ 1/2 X8 EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />2 2 FLOOR G.T. <br />() x6 BLOCKING UNDER <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />COMMON TRUSS <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE <br />16" O.C. MAX. <br />SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER <br />INFO. <br />e� <br />SECTION @ FLOOR <br />FOR CONNECTION <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />N <br />EXTERIOR. WALL <br />SECTION <br />@ ENTRY r8 <br />CONNECTION 22 <br />SECTION <br />AT HIP GABLE K12 <br />SECTION @ <br />BUMP OUT 39 <br />SCALE: 3/4" = ,'-0" <br />SCALE: 3/4" = 1'-O" <br />SCALE: 3/4" = 70" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />m <br />U <br />z$ <br />z�z <br />a <br />z <br />Cz <br />to (_D <br />� "' <br />LU <br />0 L <br />E <br />U <br />0) Cce) <br />' eca <br />—8 <br />a� <br />000 <br />= <br />U <br />r"oo <br />N no <br />� o <br />Qm <br />Lo <br />Sao <br />A D• <br />N .C.,.� <br />�,�\\\ltttiilfps <br />0 <br />• <br />s <br />O ' <br />LL <br />f N fh <br />•'p ' F <br />To the best of the Eh l is' atio'n,, <br />belief, the structural plan[41qg��g�7ryy spedirca ions co ned <br />within these drawings cotlpv i¢Ngtpq Qg$�Ripi <br />BuildingCode - Residential 6th Editi � h ln�ear's <br />signature and seal is only for the structural engineering <br />portions ofthe drawing pages bearing Engineer's signature <br />and seal. <br />1f <br />O <br />Z N <br />0 CU N <br />�>-I�Mp <br />fM <br />Q 'p Lr) <br />a cn •� d- <br />Q tLL- <br />z <br />U CL 00 <br />a <br />ZQ� <br />E� <br />� <br />Z � <br />0 <br />W <br />1 <br />tD <br />3 <br />W <br />za <br />W QIram <br />Oz8O <br />Mceu <br />ZLULLI <br />0�z <br />92.j <br />O=u-� <br />inu <br />' <br />^L <br />W <br />z15 <br />O <br />Z O <br />z <br />oC <br />U <br />vi 3 <br />w <br />W <br />Q <br />U <br />= <br />LLI <br />9x <br />8{IJW <br />7 <br />r ZO <br />W <br />o �d <br />N <br />0 <br />z<o <br />�aza3 <br />Q <br />Z <br />W C <br />JO <br />.. <br />FC <br />Z <br />LU <br />E <br />Q <br />z u <br />III <br />N <br />Q <br />Z <br />Q z <br />Z <br />Z <br />U <br />m <br />(N� <br />^i <br />g <br />y <br />W <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />D1 <br />