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i <br />n <br />L0 <br />CV <br />r <br />00 <br />C) <br />O <br />J <br />M <br />0 <br />I <br />rh <br />i <br />Q <br />Ln <br />N <br />L0 <br />Cr <br />00 <br />J <br />14')'M <br />co <br />I <br />N <br />Cli <br />0 <br />Ln <br />Cr <br />C <br />0 <br />Q <br />3 <br />F <br />Q <br />M <br />0 <br />a <br />E <br />0 <br />L <br />0 <br />J <br />a <br />0 <br />0 <br />U <br />rM <br />O <br />LO <br />ai <br />LEI <br />0 <br />0 <br />M <br />0 <br />0 <br />z <br />W <br />m <br />v <br />- L- I V 4 `W ­1 1 1 1 A- v v- <br />CROSS BRACING DETAIL (TYP.)r1 <br />SCALE: NTS <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 />N TRUSS <br />USSES <br />(2) 12D NAILS —J <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: NTS <br />HIP <br />G.T <br />(2) 2x8 #2 SYP w/ <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 />MASONRY WALL 4 <br />SCALE: NTS <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 />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL 6 <br />SCALE:NTS <br />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLANL. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSONN OH ADER UC410 &/ (14) FOR CANT. <br />IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM - SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED11 <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ASEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT <br />2. AL LBRACINGRGE A(DB,CB,BB) SHOWN ABOVE SSO AS TO AVOID DHIALC�L ANY BE IN ADD ONE TRUSS. ON TO CONTINUOUS EVERY 3rd &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A SCHEDULE/PLAN <br />DICATEDNBM OPTION B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE <br />O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR FOR ADDITIONAL WALLR SECTION <br />TION <br />NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENT A <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. <br />SEE ROOF PLAN SCALE: 3/4"=1'-0" <br />BMSPLICE OVER <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, <br />. <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. <br />PRE-ENG. TRUSS A A <br />2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP ATTACH SECOND PLY <br />EAM <br />MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. TOP F w/ (3) ROWS OF 16d <br />DIRECTION TYP. A o 0 0 0 o NAILS AT 24" O.C. • <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM o 0 <br />AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS <br />MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />SEE FLOOR PLAN FOR INDICATED <br />COMMON TOENAILS TO TIE BEAM COLUMN SIZE & 10d NAILS 2X10 #2 SYP CONT. LEDGER w! (3) VERIFY WITH PLAN FOR <br />2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IFTYP. U.N.O. LOCATION AND DIRECTION <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING <br />PARALLEL SEE 2/D2 FOR <br />BEARING SUPPORT - MIDDLE <br />FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />NY <br />SCREWS EACH SIDE) (TYPICAL) <br />A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g <br />DETAIL @ INTERIOR BEARING 3 5" PLAN FOR MORE INFO SCALE: NTS <br />SCALE: NTS WOOD TRUSS COMMON B M . ATTACHMENT 18 <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: NTS <br />VARIES 7 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER V ADDITIONAL SEE PLAN FOR <br />NAILING SCHEDULE V 8d NAILS AT VALLEY TRUSS � NAILS AT BASE & SIMPSON <br />OUTLOOKER 4" OC. INFO. SP2 w/ (12) 10d NAILS AT TOP <br />. 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS <br />16" O.C. W/ (4) 12d �/C_ —�/L- 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 ti EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING NAILS TO TRUSS <br />ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL <br />BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) <br />SCHEDULE SHEATHING ATTACHED <br />ti PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN y 2x4 BASE PLATE W/ 4 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) 10d NAILS OR (2) 16d NAILS TO <br />WOOD WALL " -"' " ' " " SIMPSON MTS12 w/ EACH COMMON s l y,yf 1 BEL1 BELOW NAILS TO BLOCKING <br />@LS 16 O.C. <br />TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) �p�/�� MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM y f <br />1 16" O.C. W/ EXTERIOR TO FLOOR GIRDER <br />SEE PLAN 16d COMMONS L_— <br />NAILS EACH ` 1 SHEATHING ATTACHED BELOW @ 16" O.C.AA <br />1 r- <br />-• <br />STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: SIMPSON PLYWOOD <br />(3) 12d TOENAILS TO HETA16 w/ (9) 10d n x 1 1/2 NAILS @ FLOORING <br />a° <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS _ <br />ROOF SYSTEM <br />TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS 4'-0" O.C. <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDERH @ <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 s 16" O.C. MAX. 4° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER INFO. ° SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS <br />SCALE: NTS <br />DETAILS & SECTIONS--, <br />02 <br />`" <br />N <br />C" <br />r <br />Z <br />c <br />� W <br />Boo <br />ar o <br />_ CC anX <br />.� � LA- a. <br />N t0 O •- <br />N 9 L N <br />p 16 <br />N <br />Q 2! 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