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CROSS BRACING DETAIL (TYP)r1 <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER 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 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 />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE , ^ <br />DIRECTION TYP. <br />G <br />N <br />S <br />0 <br />0 <br />N <br />N <br />00 <br />as <br />0 <br />0 <br />J <br />N <br />0 <br />N <br />I <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 />CB <br />VV! G-IVV `W L-Al,l I It1VVV VVL-U <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) 10d x <br />1 1/2" NAILS EACH <br />�3 <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP__ <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT, A -A <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 />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />VERTICAL SCAB 2 x 6 <br />#2 SPF 48" O.C. W/ (4) <br />10d 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'-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 LSTA18 <br />w/ (12) 10d NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />SCALE: 1 /2"=V-0" <br />(2) 2x8 #2 SYP % <br />O.S.B. FLITCH Pl <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 aC� RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: 1/2" = 1'-0" <br />SIMPSON HU0410 w/ (14) <br />,LSEE PLAN <br />'I FOR CANT. <br />16d INTO HEADER & (6) <br />10d INTO BEAM- SEE <br />ROOF PLAN FOR MORE <br />71 <br />INFO <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />OSB FLITCH PLATE <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN <br />FOR <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION A INDICATED ON <br />SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT �a> <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 />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />A A <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0" <br />.u.. <br />MIDDLE <br />BM. SPLICE OVER <br />CENTER OF POST <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 <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />KNEEWALL <br />2X4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3) 16d AT <br />EACH STUD - TOENAIL <br />EACH TRUSS TO NAILER <br />W/ (3)10d <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />SCALE: 1/2' <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />SIMPSON LUS26 w/ (8) 10d NAILS � <br />OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN <br />LEDGER AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION <br />1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH BLOCKING INFO) <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />SCREWS EACH SIDE) (TYPICAL) — <br />SECTION AT LOW ROOF 9 <br />SCALE: 1/2" = V-0" <br />W <br />VARIES <br />2x STUDS @ 16" O.C. <br />G <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN <br />w/ SIMPSON SP1 w/ (10) 10d <br />W <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT VALLEY TRUOSS <br />NAILS (T 12 )ASE & SIMPSON 10d NAILS AT TOP <br />SP2 w/ <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />EXTERIOR SHEATHING <br />OUTLOOKER <br />INFO. <br />4" O.C. 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 <br />NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END TRUSSES <br />Q <br />STRUCTURAL SHEATHING <br />PLATE & 2 12d END <br />O <br />MIN. (2) 2x4 <br />FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />(BETWEEN <br />o <br />ATTACHED PER NAILING <br />NAILS TO TRUSS <br />SPF TOP <br />INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABL <br />LOW ROOF/WALL <br />(2) 12d NAILS TO EACH VERTICAL <br />STUD ) <br />o <br />SCHEDULE <br />BOTTOM CHORD <br />PLATE <br />MORE INFO. <br />TRUSS <br />SHEATHING ATTACHED <br />o <br />E <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />00 <br />CD <br />VARIES W/ <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 />E <br />ROOF SLOPE <br />SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />_ <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />1 1/2" NAILS TO BLOCKING <br />WOOD WALL <br />SIMPSON MTS12 w/ <br />EACH COMMON <br />BELOW @ 16" O.C. <br />OR TRUSS. <br />2X4 CONT. W/ (2) <br />MIN. 2X4 #2 SPF STUDS @ <br />14 10d x 1 1/2" NAILS <br />( ) <br />TRUSS/ FRAMING <br />TYP TOP &BOTTOM <br />SEE PLAN <br />16d COMMONS <br />16" O.C. W/ EXTERIOR <br />TO FLOOR GIRDER <br />o <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />xx <br />o <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />• MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />o <br />(3) 12d TOENAILS TO <br />ae. HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR <br />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 />• <br />MIN. 2X4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN <br />a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />i <br />°' <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR <br />SEE PLAN FOR <br />� � TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />2 2x6 BLOCKING UNDER FLOOR G.T. <br />( ) <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION <br />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 <br />TRANSFER <br />INFO. <br />� °� <br />SECTION @ FLOOR <br />FOR CONNECTION <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />o <br />CONNECTIONS TO G.T. <br />EXTERIOR. <br />WALL � <br />SECTION <br />ENTRY <br />8 <br />CONNECTION <br />22 <br />SECTION <br />AT HIP GABLErj� <br />SECTION@ <br />BUMP OUT 39 <br />M <br />- <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" <br />= V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"=V-0" <br />W <br />Q <br />DETAILS & SECTIONS <br />tD r <br />M <br />g <br />N <br />< <br />a <br />Ln 0 <br />Q) C <br />�-' UJJ <br />.Q LU <br />01- <br />E <br />o <br />C�%i <br />0 <br />m^ <br />U <br />'� <br />s g <br />c � <br />N a M <br />HE <br />E <br />_ <br />U� <br />�L`� <br />of° <br />01-o <br />MEN= <br />a� <br />� 0 <br /><c m <br />it ao <br />® <br />® <br />N C'B.D.00 <br />rrr <br />N <br />k26 <br />44 <br />�' <br />AF <br />L <br />W �LW <br />� • .'' <br />jZ F E S �'���NN <br />S <br />To the best of the Engineer's knowle ge, in ormation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <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 />?t <br />0 <br />z No <br />O 2 N <br />P�4 O <br />rn <br />M <br />a��'n <br />2E <br />L <br />LI� <br />z <br />IT00 <br />W <br />J <br />d- <br />Mj <br />�z <br />�Q <br />za <br />a� <br />Oz8OL� <br />ZUj <br />00, O - <br />aOln <br />8'-A, <br />/� <br />W <br />to o <br />L <br />a� <br />0 <br />Z O <br />a Z <br />zZ <br />> <br />z <br />a1 <br />U <br />U <br />O06 <br />"� <br />z <br />V <br />= <br />L� <br />o �- <br />0 <br />J <br />W <br />X8 w22 <br />fV <br />or- ao< <br />zwoz:¢ <br />Wi <br />Q <br />V_ <br />z <br />g�xo <br />Ogg <br />w <br />J <br />ri6-Fz <br />L <br />ri <br />v, Z 8 <br />LJ J <br />u <br />N <br />Q <br />Z <br /><&Z <br />z <br />a�z <br />aLj <br />m <br />fV <br />z <br />J <br />Jo <br />aZ <br />rn <br />� <br />� <br />= <br />z <br />ri <br />d. <br />(n <br />SCALE: AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />D1 <br />