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rri c- I vu `w I I I r r "_ <br />CROSS BRACING DETAIL (TYP.)�- <br />SCALE: 1/2" = 1'-0" <br />SEE ROOF <br />PLAN SHE <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 />(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 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 />2 MASONRY WALL 4 <br />SCALE. 1/2 = 1-0 <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 11 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" = 1-0 <br />101 <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AO" O C <br />1. <br />WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />AY NAIL <br />IL <br />MAY EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 <br />SIMPSON LSTA18 <br />w/ (12) 10d NAILS <br />L.SEE PLAN L. <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />MIN. (4) WHEN <br />#2 SPF 48" O.C. W/ (4) <br />SIMPSON HUC410 w/ (14) <br />CENTERED AT <br />FOR CANT. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP &BOTTOM <br />SPLIT 16d INTO HEADER & (6) <br />TIE <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ <br />T 10d INTO BEAM - SEE <br />BEAMS TOGETHER ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />WHEN REQUIRED w/ (2) (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" N <br />1 1/2" NAILS EACH <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE BASE <br />OSB FLITCH PLATE <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />SEE FLOOR PLAN CONNECTION INFO <br />REQ'D ONLY WHEN <br />REQ' <br />2x4 #2 SYP NAILER. NAIL <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 />TO STUDS w! (3) 16d AT <br />2. <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />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 />SCHEDULE/PLAN <br />SEE FLOOR PLAN FOR <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 20'-0" <br />DICATNBM <br />OPTION A <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"SEE <br />WOOD SCREW EACH <br />SCHEDULE/PLAN <br />2ND FLOOR WALL SECTION <br />3. <br />ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />TRUSS OR SIMPSO <br />FOR ADDITIONAL INFORMATION <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB L <br />w/ (10) 8d NAILS <br />COMMON B M . TO POST ATTACHMENT <br />/� <br />4. <br />ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />AT " O.C. <br />AT 48 <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />SEE ROOF PLAN <br />SCALE: 3/4"=1'-0" <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB B <br />FOR BEAM SIZE & <br />BM. SPLICE OVER <br />5. <br />PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A A <br />o, <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 />BE7M <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />e <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />SI N <br />SIMPSON LUS26 w/ (8) 10d NAILS <br />AT 8'-0" WOOD <br />MAX TRUSS * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />SIMPSON MTS18 w/ (14) <br />IF 2 PLY TRUSS SIMPSON <br />N <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 />CANT. I 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 />2X4 CONT. AT CONC. MASONRY <br />ADDITIONAL INFO. <br />TYP. U.N.O. <br />1/2" X 41l2" LAG SCREWS ATTACH <br />LOCATION AND DIRECTION <br />(IF PARALLE SEE 2/D2 FOR <br />T & B CHORD STEEL OR WOOD <br />(WOOD COLUMN SHOWN) <br />LAG SCREWS INTO END OF EACHFLOOR <br />BLOCKING INFO) <br />BEARING SUPPORT <br />MIDDLE <br />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 />m <br />LO <br />A -A ALTERNATE BLOCKING <br />CORNER <br />SECTION AT LOW ROOF 9 <br />SEE <br />FOUNDATION <br />DETAIL INTERIOR BEARING <br />5„ PLAN FOR MORE INFO <br />SCALE: 1/2" _ ,'-0" <br />SCALE: 1/2" _ V-0" <br />COMMON B M ATTACHMENT �18 <br />WOOD TRUSS <br />. <br />a <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SUPPORT <br />WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />C1, <br />SCALE: 1 /2"=V-0" <br />� <br />VARIES -T�,, �1 -, ,_,.... 7r �„ <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />x <br />SEE 1/S5 FOR <br />PLAN OSS <br />w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT VALLEY EY TRUEE <br />NAILS AT) <br />&NAILS <br />= <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />OUTLOOKER <br />4" O.C. INFO. <br />ATSIMPSON <br />SP2 w/ 12 10d NAILS AT TOP <br />1 Od <br />F <br />EXTERIOR SHEATHING <br />INFO. <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE <br />- <br />TO TRUSS W/ (2) 12d TOENAILS <br />a <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />r EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />AT BASE SEE J/S6 FOR <br />(2) 12d NAILS TO EACH VERTICAL <br />N <br />ATTACHED PER NAILING <br />BOTTOM CHORD PLATE <br />MORE INFO. <br />TRUSS <br />TRUSS <br />LOW ROOF/WALL <br />STUD ) <br />a <br />SCHEDULE <br />SHEATHING ATTACHED <br />E <br />1.2 <br />VARIES SEE PLAN <br />2x4 PLATE W/ <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />VARIES W/ <br />- FOR WALL LOCATION <br />BASE <br />1/2" PLYWOOD <br />_ <br />NAILS @ 16" O.C. ALONG W/ <br />o <br />ROOF SLOPE <br />SIMPSON LSTA30 w/ <br />-> SIMPSON MTS12 w/ 14 10d x <br />f ( ) <br />_ <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />-f=�� <br />1 1/2" NAILS TO BLOCKING <br />o <br />= <br />WOOD WALL <br />- - - MTS12 w/ <br />EACH <br />EACH COMMON <br />TRUSS/ FRAMING <br />f j` r'" <br />__ <br />BELOW 16' O.C. <br />°; <br />OR TRUSS. 2X4 CONT. W/ (2) <br />MIN. 2X4 #2 SPF STUDS @ <br />16" O.C. W/ EXTERIOR <br />- (14) 10d x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />TYP TOP &BOTTOM <br />-r- <br />SEE PLAN 16d COMMONS <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />j" <br />-- <br />xx <br />TYP. T&B <br />PER NAILING SCHEDULE & <br />LPLATE <br />• MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />cSTUD <br />(3) 12d TOENAILS TO <br />- - I.. <br />al HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />TRUSS OR <br />OL SEE PLAN FOR BELOW <br />MASONRY WALL <br />4'-0" O.C. TO GABLE TRUSS <br />FLOORING <br />11 <br />ROOF SYSTEM <br />TOP OF WALL <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />OR BEAM <br />SEE TRUSS PLAN <br />. BEAM BELOW: SIMPSON HTS20 w/ <br />(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />- - — - <br />{ <br />- - <br />TO GABLE TRUSS <br />CL <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />A <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <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 />SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER <br />INFO. .� <br />SECTION @ FLOOR <br />FOR CONNECTION <br />CONNECTIONS TO <br />16d NAILS AT EACH END <br />N <br />EXTERIOR. WALL <br />SECTION ENTRY 8 <br />CONNECTION r22'IIIIIIIIIIIIIIII"�K12 <br />SECTION AT <br />HIP GABLE <br />G.T. <br />SECTION BUMP OUT 39 <br />M <br />7 <br />SCALE: 3/4" = VI <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = VI <br />SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />C9 <br />_zo <br />z�z <br />a <br />V) z <br />4­­J W <br />C6 0 <br />0 w <br />tN 0,_ <br />= <br />o <br />�� U <br />w <br />m� <br />§P <br />' <br />$ <br />cc Cl) <br />O oQ <br />C) <br />¢ <br />Ci <br />F <br />V " •� vlSl� <br />LL e�ag <br />uj <br />a <br />`' Ga ' ' <br />a. <br />C? <br />liz! 6 <br />LL 64 <br />aP <br />f� <br />0 <br />S S 1 O <br />,, <br />and <br />To the best of the Englnee AlcLltid�iTO <br />belief, the structural plans an s j� �ea-nWined <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 5th 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 />O <br />0 <br />Z <br />I� <br />O <br />:Ee <br />� V) <br />M <br />Q U) f0 Ln <br />Ln <br />LLL <br />ILL <br />z <br />iY U>► a � <br />Q O <br />C, <br />E <br />W <br />J CD <br />a <br />�BU0 <br />Lu <br />C J <br />o � <br />V y l <br />U) <br />L <br />0 <br />Z <br />z <br />°C <br />U <br />N <br />W <br />CIO <br />O <br />= <br />Cn <br />< <br />*UJ <br />o <br />o <br />012 <br />�3 <br />z <br />J <br />,-'a <br />Ln <br />rl <br />LJJ <br />zg <br />U. <br />a <br />m <br />y' <br />z <br />z <br />t <br />w <br />� <br />�j <br />o <br />00 <br />g <br />uj <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />D1 <br />