Laserfiche WebLink
.ri -- . _U `w "rwl I I I ♦vvv TV "_ <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = V-0" <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 <br />SCALE: 1/2"=V-0" <br />HIP <br />G.T <br />(2) 2x8 #2 SYP wj <br />O.S.B. FLITCH PI <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) 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" = V-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONV. FRAMED RIDGE <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />MAY BE NAILED <br />EACH DIRECTION TYP. U.N.O. <br />SIMPSON LSTA18 <br />SEE PLAN <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />yy/MIN. (4) 12d WHEN <br />VERTICAL SCAB 2 x 6 <br />w/ (12) 10d NAILS <br />SIMPSON HUC410 w/ (14) <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />2x8 BLOCKING NAILED @ <br />#2 SPF 48" O.C. W/ (4) <br />CENTERED AT <br />SPLIT TO TIE <br />16d INTO HEADER & (6) <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS <br />EACH SIDE w/ (3) 12d NAILS <br />10d TOP & BOTTOM <br />BEAMS TOGETHER <br />10d INTO BEAM -SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OR SIMPSON H2.5A w/ <br />ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />WHEN REQUIRED w/ (2) <br />(10) 8d NAILS <br />INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />HTS20 w/ (24) 10d x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />1 1/2" NAILS EACH <br />1 1/2" NAILS <br />TEVERY <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />SEE FLOOR PLAN <br />COLUMN SIZE & BASE <br />CONNECTION INFO <br />7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />3rd <br />&ADDITIONAL INFO. <br />SCHEDULE/PLAN <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />RAFTER <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />' ' <br />" <br />OPTION <br />A IND <br />DICATEONBM OPTION <br />B CONNECTION INFO <br />C <br />O.C. MAXIMUM. <br />2x4 SPF 2 (2) #7 x 3-1/2OPTION <br />SCHEDULE/PLAN <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />WOOD SCREW EACH <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB <br />TRUSS OR SIMPSON <br />H2.5A w/ (10) 8d NAILS <br />COMMON <br />B <br />M <br />TO <br />POST <br />ATTACHMENTrA <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />AT 48" O.C. <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />Dg <br />B <br />FOR BEAM SIZE & SCALE: 3/4"=1'-0" <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />CENTER OF POST <br />PRE -ENG. TRUSS <br />A A <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN <br />T P OF <br />FOR <br />AM <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. —� <br />A <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />----/— WOOD TRUSS —J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1 /2"=V-0" <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <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'-0"0.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />CONC.MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING r3 <br />SCALE: 1/2" = V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />SIMPSON MTS18 w/ (14) <br />10d NAILS TYP. U.N.O. <br />SEE FLOOR PLAN FOR — <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />CORNER n VI SEE FOUNDATION <br />X PLAN FOR MORE INFO <br />COMMON BM. ATTACHMENT <br />SCALE: 3/4"=V-0" <br />Wo <br />SIMPSON <br />MTS18 w/ (14) <br />10d NAILS <br />TYP. U.N.O. <br />MIDDLE <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 />EXTERIOR SHEATHING km <br />ATTACHED PER NAILING <br />SCHEDULE11 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ 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) 10d PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />/ I FOR ADDITIONAL INFORMATION <br />SIMPSON LUS26 w/ (8)10d NAILS � <br />OR IF 2 PLY TRUSS SIMPSON <br />LUS26-2 w/ (8) 16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />2X10 #2 SYP CONT. LEDGER w/ (3)VH <br />VERIFY WITH PLAN FOR <br />LOCATION AND DIRECTION <br />1/2" X 41/2" LAG SCREWS ATTACH <br />(IF PARALLE 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 g <br />SCALE: 1/2" = V-0" <br />VARIES .1 XXX 11, 2x <br />ROOF SHEATHING SEE 1/S5 FOR STUDS 16° O ( <br />W/ O.C. <br />10) 10d <br />ATTACHED PER ADDITIONAL SEE PLAN FOR w/ SIMPSONN SP1 wl <br />NAILING SCHEDULE 4 8d NAILS AT VALLEY TRUSS NAILS ATSP2 w/ (1210d NAILS ATTOPOUTLOOKER ( ) <br />4" O.C. INFO. <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING NAILS TO TRUSS <br />ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR LOW ROOF/WALL <br />SCHEDULE PLATE MORE INFO. TRUSS STUD) NAILS T EACH VERTICAL <br />h SHEATHING ATTACHED <br />VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE SIMPSON LSTA30 w/ <br />y: �� � SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR (2) 16d NAILS TO <br />WOOD WALL -s 1 1/2" NAILS TO BLOCKING <br />EACH COMMON' ' <br />SIMPSON MTS12 w! � f� BELOW 16 O.C. <br />OR TRUSS. 2X4 CONT. W/ 2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TRUSS/ FRAMING <br />( TYP TOP & BOTTOM' <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER s' <br />NAILS EACH SHEATHING ATTACHED @ -Z i BELOW 16" O.C. y_s= <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 ( I FLOORING <br />ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN <br />(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. - - - ----- -- <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER 4 <br />�� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR ,. TO GABLE TRUSS 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 />SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. CONNECTIONS TIONS FOR TO G.T. 16d NAILS AT EACH END <br />EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SECTION AT HIP GABLE �12 SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 70" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />Z <br />z� <br />z <br />a <br />01) Z <br />cl <br />cn 0 <br />v, <br />4—J w <br />Ca p <br />O c <br />E <br />U <br />w <br />M ch <br />� r� <br />wh <br />0. <br />" <br />A I <br />BU <br />N C a D C <br />�v <br />z� <br />'�' o p W <br />Z `W <br />U) <br />L.'4' <br />w*��'i <br />rn � <br />W <br />'' •. �.: c <br />L�f' <br />To the best oft nginiWs know o ig , Infgr n, <br />belief, the structu am rtai�a� <br />within these drawin 'Ply FFi14 <br />Building Code - Residen 6 I io <br />4 <br />signature and seal is only for ngineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />0 cu <br />tD <br />ice+ <br />M p <br />M <br />a (/) 'M Ln <br />d- <br />a U) •` <br />a U_ Ln <br />. M <br />oC V a o <br />Q <br />Z <br />W <br />J p <br />d' <br />W <br />�Qa <br />z a <br />�zo <br />EMU <br />mi <br />T <br />V • <br />g z <br />;;lo <br />00 <br />U) <br />$ <br />> <br />oC cu <br />00 <br />N <br />Z <br />_0 <br />F— <br />8 <br />C <br />Ljj <br />O <br />= <br />Ln <br />U) <br />06 <br />j <br />o <br />of <br />ILLJ <br />U0�s <br />U4o <br />ZLU <br />Ln <br />..� <br />Z <br />Z <br />W <br />CC)00 <br />Q1 <br />N <br />Z <br />Z <br />� <br />1 <br />_ <br />0 <br />� <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 3m0 <br />SHEET NO. <br />Dal <br />