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CROSS BRACING DETAIL (TYP.) <br />SCALE:NTS <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. CB <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. DB—,�" <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS <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) 1 Od x <br />1 1/2" NAILS EACH <br />7 <br />TB <br />PRE-ENG. TRUSS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — <br />MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. —� <br />----LWOOD TRUSS J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />WOOD <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 />Qk 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 <br />MAX 24" SPAN (EITHER PACK <br />PUSSES 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 />1 Od 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"O.C. MAX. w/ (3) 1 Od <br />COMMON TOENAILS TO TIE BEAM <br />2X4 CONT. AT—/ CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING 3 <br />SCALE:NTS <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:NTS <br />iIMPSON HUC410 w/ <br />6d INTO HEADER & <br />Od INTO BEAM - SEE <br />2OOF PLAN FOR MOI <br />NFO <br />SEE FLOOR PLAN FOR <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) 1 Od x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 1 Od <br />NAILS TO BEAM <br />SUPPORT COLUMN BUILT-UP <br />(2) 2x4's OR 44 w/ (2) 1 Od <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) SIMPSON HETA20 w/ (8) 1 Od <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 />SEE PLAN <br />FOR CANT.' <br />COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON B <br />SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT <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 />CANTILEVER IF <br />INDICATED <br />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE:NTS <br />SCALE: 3/4"=V-0" <br />I r-. <br />BM. SPLICE OVER <br />CENTER OF POST <br />EXTERIOR <br />ATTACHED <br />SCHEDULE <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 />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL aC� ENTRY FRONT WALL <br />SCALE:NTS <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) 1 Old PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />1F 2x DOUBLE LEDGER, <br />ATTACH FIRST PLY <br />w/ (4) 16d NAILS TO EA. <br />END OF TRUSS THEN <br />ATTACH SECOND PLY <br />w/ (3) ROWS OF 16d <br />NAILS AT 24" O.C. <br />SIMPSON LUS26 w/ (8) 10d NAILS —/ <br />OR IF 2 PLY TRUSS SIMPSON <br />Z <br />LUS26-2 w/ (8) 16d NAILS TO V1 P <br />SEE FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />LOCATION AND DIRECTION <br />1!2" X 41/2" LAG SCREWS ATTACH <br />(IF PARALLEL 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 9 <br />SCALE:NTS <br />dk VARIES T»_ _ 1��--t2-- 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER ADDITIONAL SEE PLAN FOR <br />NAILS AT BASE & SIMPSON <br />8d NAILS AT VALLEY TRUSS <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 1Od NAILS AT TOP <br />EXTERIR SHE <br />16" O.C. W/ (4) 12d — _ 4 COMMON TRUSSES. ATTACHEOD ERATHING INFO. y 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP — 4�_ 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 <br />NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR <br />BOTTOM CHORD PLATE MORE INFO. GABLE S D) NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING <br />SCHEDULE TRUSS LOW ROOFM/ALL STUD) <br />_ SHEATHING ATTACHED <br />VARIES SEE PLAN j PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/gk <br />FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16 O.C. ALONG W/ <br />ROOF SLOPE -- SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x <br />EACH COMMON 1 1/2" NAILS TO BLOCKING <br />=Ta- SIMPSON MTS12 w/ �� / BELOW @ 16" O.C. <br />WOOD WALL / <br />MIN. 2x4 #2 SPF STUDS @ (14) 1Old x 1 1/2" NAILS TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2)— TYP TOP & BOTTOM / _ <br />SEE PLAN 16d COMMONS @ / z` ` <br />16 O.C. W/ EXTERIOR TO FLOOR GIRDER <br />NAILS EACH <br />SHEATHING ATTACHED BELOW 16 O.C. <br />STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD <br />a <br />,� <br />3 12d TOENAILS TO � H TA1 w/ 1 d x 1 1/2 NAILS O I <br />SEE PLAN FOR PLATE BELOW - - FLOORING <br />E 6 (9) 0 @ <br />TRUSS OR MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM TOP OF WALL OR <br />BEAM <br />SS PLAN a, • (2 A Od x 10 2 SNALS @ 4 OSON SO C20 l - — <br />s <br />D MIN. 2X4 #2 SYP P.T. PLATE 9L t16 FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS 1 <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR 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 p 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPECS FOR 16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS <br />DETAILS & SECTIONS <br />/ <br />Z N <br />M <br />z <br />Q _ <br />J CrJ <br />� N <br />(�I <br />L ! /� (D C <br />r O <br />11 <br />VCz <br />(n Y <br />0. <br />Ewa <br />U Q <br />Ow <br />N E <br />�N <br />� � o <br />U <br />E g <br />! <br />_~ <br />N <br />Q � � <br />�0 <br />s�o <br />N N <br />6� <br />z <br />Z_ c <br />/�/�dz� <br />Uj <br />1" <br />1"a ' _�' z <br />Z 4 -.as ¢g 04 <br />0 <br />0 y c c " 6;a <br />Ern a''3 4 <br />4f - N r) <br />WL . <br />w\�`\`11�►� r/////Jig �) o <br />•, <br />-J (j <br />Coll <br />CC j <br />_ <br />CA <br />�R O F E S S\O �����\` <br />\\ <br />1%%0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />oz <br />co <br />w <br />Z <br />a <br />ECU <br />F- @ <br />- <br />wz <br />XO <br />U <br />Qs <br />a <br />U0 <br />O <br />o �q <br />z <br />O <br />N � <br />i <br />a� <br />W a <br />o <br />ao <br />w z <br />Z <br />=Y <br />Nm <br />' 0 <br />o2 <br />z <br />_ <br />to J <br />a <br /><W <br />z <br />a <br />8 <br />o <br />'0 <br />W <br />T <br />U <br />w <br />a' <br />F k <br />_� <br />� <br />O <br />_ <br />< F <br />� O <br />a <br />co <br />O. a <br />O1: <br />C O <br />0 <br />^L <br />W <br />■> <br />N <br />r <br />M <br />_ <br />Q <br />C o a <br />N <br />2 <br />-r-- <br />o <br />0) <br />J o <br />Lf0 <br />r <br />M o� <br />t-- <br />ai <br />M <br />T co CV <br />M <br />o <br />Z <br />z <br />E O Cn <br />E <br />cc <br />a <br />0 Q o <br />JOB <br />NO: 19-5906 <br />SCALE : AS NOTED <br />SHEET NO. <br />D1 <br />