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*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX <br />BEARING LOCATION, THE <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />BEAM CAN SIT ON TOP OF <br />COLUMN w/ (2) SIMPSON <br />PLAN <br />SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN <br />HTS20 w/ (24) 10d x 1 1/2" <br />JACK <br />SEND <br />TRUSSES W/ (2) 12D NAILS EACH <br />NAILS EACH <br />OR GABLE SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />2X4 BLOCKING TYP' <br />SIMPSON HU46/HUC46 w/ (8) <br />CLIP EACH TRUSS <br />BETWEEN TRUSSES TRUSS <br />(2) 2x8 #2 SYP w/ <br />16d NAILS TO POST & (4) 10d <br />(SEE ROOF PLAN <br />BLOCKING <br />O.S.B. FLITCH PLATE <br />NAILS TO BEAM <br />FOR TYPE) <br />ECT. A -A <br />kA <br />TOP @ TRUSS BRG. <br />FRAME OUT TO <br />U.N.O. ON ROOF <br />SUPPORT COLUMN BUILT-UP <br />BLOCK EDGE <br />PLAN <br />(2) 2x4's OR 4x4 w/ (2) 10d <br />G.T. <br />NAILS @ 8" O.C. EACH PLY <br />SEE DETAIL 4/D1 <br />ADD 2X4 ALONGSIDE <br />(SHOWN AS 4 x 4) <br />FOR BEAM SIZE <br />TOP CHORD WHEN REQ'D <br />(2) SIMPSON HETA20 w/ (8) 10d <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />• <br />TO PREVENT PLYWOOD <br />TYPICAL BLOCK <br />x 1 1/2 NAILS EACH - OR (2) <br />SCHEDULE <br />SPAN FROM EXCEEDING ACK <br />WALL <br />SIMPSON MSTAM36 w/ (7) 10d <br />2x SPF #2 <br />MAX 24" SPAN (EITHER USSES HIP <br />& (4) 1/4"x2 1/4" TITENS EACH <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) G.T <br />TIE BEAM <br />TIE <br />BUILDER FRAME <br />A I - <br />CONTINUOUS LATERAL BRACING- <br />RADIUS <br />NAIL OVER X-BRACE AS SHOWN - <br />AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS <br />(2) 12D NAILS <br />FOR NAILING <br />AT 12" O.C. MAX <br />X-BRACING - 2x4 SPF OR SYP <br />BEAM @ RAISED <br />ENTRY <br />w/ 2-16d @EACH TRUSS WEB <br />CROSS BRACING DETAIL JYP)r_,*_�HIP/RIDGE <br />BLOCKING DETAIL 2 <br />MASONRY <br />WALL 4 <br />KNEEWALL @ ENTRY FRONT WALL <br />s <br />SCALE: 1/2" = l'-0" <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2" = 1'4' <br />SCALE: 1/2" = l'-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />MAY B EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 <br />SIMPSON LSTA18 <br />w/ (12) 1Od NAILS <br />L.SEE PLAN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />(NAIL WHEN <br />IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) <br />2x8 BLOCKING NAILED @ <br />SIMPSON HUC410 w/ (14) <br />CENTERED AT SIMPSON <br />INTO HEADER & (1 <br />SPLIT TIE <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />10d TOP &BOTTOM <br />PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A <br />1Od INTO BEAM - SEE <br />T <br />BEAMS TOGETHER <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />w/ <br />ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />WHEN R <br />WHEN REQUIRED w/ (2) (10) 8d NAILS <br />/ () <br />INFO <br />BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SIMPSSHOULD HTS20 w/ 10d x <br />711 <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />1 1/2" NAILS EACH <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />COLUMN SIZE & BASE <br />SEE FLOOR PLAN CONNECTION INFO <br />7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />2x4 #2 SYP NAILER. NAIL <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 />COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />TO STUDS W/ 3 1 <br />() 6d AT <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN <br />EACH STUD -TOENAIL <br />ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />EACH TRUSS TO NAILER <br />SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 2014, <br />OPTION A INDICATED BM <br />OPTION B CONNECTION INFO <br />OPTION C. <br />w/ (3)10d <br />PER NAILING SCHEDULE <br />O.C. MAXIMUM. <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />WOOD SCREW EACH <br />SCHEDULE/ON <br />SEE 2ND FLOOR WALLR SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />TRUSS OR SIMPSON <br />FOR ADDITIONAL TION <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB H2.5A w/ (10) 8d NAILS <br />COMMON B M TO POST ATTACHMENTKA <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB AT 48" O.C. <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />pg B <br />FOR BEAM SIZE & <br />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 />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A <br />2X4 BLOCKING <br />SEE PLAN FOR <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />TOP OF <br />AM <br />MAX &EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" <br />8 <br />SIMPSONLUS26 w/ (8)10d NAILS <br />A <br />WOOD <br />TRUSS it 2x6 #2 SYP RAFTERS FOR SPANS 4FT <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"O.C. MAX. w/ (3) 10d <br />CANT. IF MTS18 w/ (14) <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />� <br />COMMON TOENAILS TO RIDE BEAM <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />INDICATED 10d NAILS <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />VERIFY WITH PLAN FOR <br />N <br />2X4 CONT. AT CONC. MASONRY <br />ADDITIONAL INFO. <br />TYP. U.N.O. <br />LAG SCREWS ATTACH <br />LOCATION AND DIRECTION <br />(IF PARALLE SEE 2/D2 FOR <br />N <br />T & B CHORD STEEL OR WOOD <br />(WOOD COLUMN SHOWN) <br />LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />BEARING SUPPORT <br />MIDDLE <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />O <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />m <br />.O <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />A -A ALTERNATE BLOCKING <br />CORNER <br />SECTION AT <br />LOW ROOF 9 <br />SEE <br />FOUNDATION <br />DETAIL @ INTERIOR BEARING <br />" PLAN FOR MORE INFO <br />SCALE: 1 /2" = V-0" <br />3 <br />SCALE: 1/2" = V-0" <br />COMMON BM. ATTACHMENT 18 <br />WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />-9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />N <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />0 <br />SCALE: 1 /2"=1'-0" <br />VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE VS5 FOR <br />SEE PLAN FOR <br />w/ SIMPSON SP1 w/ 10 10d <br />( ) <br />ATTACHED PER <br />ADDITIONAL <br />8d <br />NAILS AT VALLEY TRUSS <br />NAILS AT BASE & SIMPSON <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE <br />OUTLOOKER 4" <br />O.C. INFO. <br />SP2 w/ (12)10d NAILS AT TOP <br />EXTERIOR SHEATHING <br />INFO. <br />0 <br />16" O.C. W/ 4 12d <br />() COMMON TRUSSES. <br />ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />a <br />TOENAILS TO TOP SEE TRUSS PLAN <br />PLATE & 12d END � <br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE <br />TO TRUSS W/ 2 12d TOENAILS <br />( ) <br />STRUCTURAL SHEATHING <br />(2) MIN. (2) 2x4 FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />ao <br />N <br />ATTACHED PER NAILING <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABL <br />LOW ROOFNVALL <br />STUD) NAILS TO EACH VERTICAL <br />o <br />SCHEDULE <br />BOTTOM CHORD PLATE <br />MORE INFO. <br />TRUSS <br />SHEATHING ATTACHED <br />a <br />VARIES SEE PLAN <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS 1 ALONG W/ <br />°� <br />o <br />ROOFS SVARIESWLOPE <br />SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ 14 10d x <br />( ) <br />_ <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />1 1/2" NAILS TO BLOCKING <br />c <br />WOOD WALL <br />SIMPSON MTS12 w/ <br />EACH COMMON <br />TRUSS/ FRAMING <br />BELOW @ 16" O.C. <br />i <br />OR TRUSS. 2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />(14) 10d x 1 1/2" NAILS <br />TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />TO FLOOR GIRDER <br />an <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />• MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />4 <br />• <br />HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL , <br />4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM <br />TOP OF WALL ; <br />OR BEAM <br />. BEAM BELOW: SIMPSON HTS20 w/ <br />s <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16 FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN a,. <br />(24)10d x 1 1/2" NAILS @ 4'-0" O.C. <br />a <br />i <br />►° �� n <br />W/ 1/2 X8 EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />a <br />TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />°' <br />MASONRY WALL SEE @ 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 16" O.C. MAX. <br />�° <br />SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />!2 <br />SHEAR TRANSFER <br />INFO. �� <br />SECTION @ FLOOR <br />FOR CONNECTION <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />N <br />CONNECTIONS TO G.T. <br />°� <br />EXTERIOR. WALL <br />SECTION ENTRY 8 <br />CONNECTION 22 <br />SECTION AT HIP GABLErj_2-�SECTION <br />BUMP OUT <br />M <br />39 <br />SCALE: 3/4" = l'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = l'-0" <br />SCALE: 3/4" = l'-0" <br />SCALE: 3/4"=1'-0" <br />DETAILS & SECTIONS <br />u, <br />C9 <br />z (- <br />-13 <br />z <br />a <br />U) z0 <br />4--J w <br />C6 p <br />Ow <br />V) <br />jr- <br />ra <br />�~ <br />U <br />904� <br />w <br />F— <br />= to <br />-0 <br />O N <br />U tNA <br />tL 2 <br />� � <br />0 <br />i <br />¢m <br />o <br />B D. <br />y�ln, <br />co <br />n;.!.. <br />11>N'�' " <br />W <br />LU �t <br />00 <br />Z <br />IUL W <br />r <br />F L <br />To the best of the Engineer"' <br />nginee s qqry dge, inpf�orma <br />belief, the structural plans and sp6i21Y7 <br />within these drawings comply with the "222h7 lorWe <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />i <br />O <br />Z N <br />OCUN <br />►>i U M CDM <br />vi•Ld' <br />l3 <br />C Ln <br />< C LL <br />U M <br />Q � � <br />Z <br />WU.j <br />CD <br />J C:) <br />d' <br />W � <br />za <br />L'ZO� <br />UZ � <br />.��. �5 W <br />i <br />*—� <br />U) <br />Z <br />Uz <br />0j <br />0 <br />Z <br />C <br />ai <br />M <br />L <br />p <br />o� <br />w <br />U <br />= <br />^ <br />J <br />Q <br />o <br />Q o <br />9 8 <br />2N <br />�.._ <br />L.0 <br />16 N <br />Z <br />W <br />Ln <br />w <br />Q <br />Z <br />L <br />Z <br />t—u <br />gii <br />dc"8 <br />z <br />z <br />N <br />N <br />00 <br />O <br />(� <br />4Z <br />W <br />rn <br />V-4 <br />a <br />cn <br />= <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO° 4mO <br />SHEET NO. <br />Dal <br />