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CROSS BRACING DETAIL (TYP.), <br />SCALE:NTS <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 CONV. FRAMED RIDGE <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE W/ MIN. (4) 12d WHEN <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS <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. Cg <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. Dg <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS <br />YYI L-I V4 `W "!" 11 11\VVV YYLLJ <br />1 <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 />'T <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 — <br />DIRECTION TYP. ALTERNATE <br />1 CHORD AT ALL HAND FRAMED AREAS TYP. <br />-----Z—WOOD TRUSS —J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />OL VARIES W/ <br />ROOF SLOPE <br />2X4 CONT. W/ (2) <br />16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />—TRUSS OR <br />ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL <br />SCALE:NTS <br />DIAGONAL - <br />AT 8'-0" <br />MAX <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 />G OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />Y 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 WUSSES 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"O.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO TIE BEAM <br />CONC. MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING r3 <br />SCALE:NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OL VARIES <br />2X4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d <br />TOENAILS TO TOP — <br />PLATE & (2) 12d END MIN. (2) 2x4 <br />NAILS TO TRUSS FPLA EOP <br />BOTTOM CHORD <br />SEE PLAN FOR <br />TOP OF WALL <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />MIN. 2X4 #2 SPF STUDS @ <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />PLATE BELOW <br />a MIN. 2X4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />PLAN FOR MORE p 16" O.C. MAX. <br />INFO. <br />SECTION @ ENTRY s <br />SCALE:NTS <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 INFf <br />SCALE: NTS <br />(2) 2x8 #2 SYP wj <br />O.S.B. FLITCH Pl <br />TOP @ TRUSS E <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 44 w/ (2) 1 Od <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"x21/4" TITENS EACH <br />BEAM @ RAISED ENTRY <br />MASONRY WALL r4 <br />SCALE:NTS <br />SIMPSON HUC410 w/ (14) <br />16d INTO HEADER & (6) <br />10d INTO BEAM - SEE <br />ROOF PLAN FOR MORE <br />INFO <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />CONNECTION INFO <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION A <br />OPTION B CONNECTION INFO — <br />SCDHEDULDE/PLANM <br />COMMON BM. TO <br />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 />CORNER <br />2x4 STUDS w/ SIMPSON <br />SP1 w/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <br />A A <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />SEE FOUNDATION <br />PLAN FOR MORE INFO <br />COMMON BM. ATTACHMENT <br />SCALE:NTS <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 BASE PLATE W/ <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />16" FLOOR SYSTEM —' FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION a@ FLOOR <br />CONNECTION 22 <br />SCALE:NTS <br />SCALE: 3/4"= V-0" <br />H <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />TRU <br />i1f►�ii�A'��irI�Z�1 <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />SEE PLAN <br />FOR CANT. <br />t-7/16" OSS FLITCH PLATE <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />OPTION C <br />`./ BM. SPLICE OVER <br />�� CENTER OF POST <br />MIDDLE <br />8d NAILS AT <br />4" O.C. <br />SEE PLAN FOR <br />VALLEY TRUSS <br />INFO. <br />�• MASONRY WALL BELOW: SIMPSON <br />°.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN '°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />TO GABLE TRUSS <br />Q COMMON TRUSS <br />° SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE rj� <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 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 />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL s <br />SCALE:NTS <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 />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 <br />LUS26-2 w/ (8)16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />VERIFY WITH PLAN FOR <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 />LOW ROOF/WALL <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />2x STUDS @ 16" O.C. <br />W/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />SP2 w/ (12) 10d NAILS AT TOP <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END ( BETWEEN TRUSSES <br />(2) 12d NAILS TO EACH VERTICAL <br />STUD) <br />2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON MTS12 w/ (14) 10d x <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />LOW ROOF TRUSS W/--" <br />Z- (2) 2x6 BLOCKING UNDER <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION @ <br />BUMP OUT 39 <br />SCALE:NTS <br />PLYWOOD <br />FLOORING <br />FLOOR G.T. <br />SEE PLAN <br />DETAILS & SECTIONS <br />o <br />0 <br />8 <br />z�g <br />_ <br />z <br />J M <br />d h <br />m <br />to z <br />� W o <br />o <br />W <br />N I <br />N 2 <br />LL, <br />[28 0 <br />NEI <br />>� <br />U o <br />c � � <br />Q 8 <br />r• <br />Q <br />4m <br />N N <br />0 <br />Z g w z <br />5 <br />W <br />inW � � �ti•o a <br />N i N <br />. <br />.� <br />v <br />�} �o •� OFrn <br />s <br />'.� <br />L0 <br />2 <br />•, • • S S 10N <br />N\ <br />�` <br />/r1111 I I I I11104� <br />To the best of the Engineer's 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 />CO <br />M <br />.9 <br />o <br />w <br />Z <br />u <br />Q 0 <br />zo <br />0° <br />}� <br />Z® <br />9 ro <br />E <br />M° <br />a¢ <br />❑a <br />_° <br />O� <br />O <br />CV <br />L <br />Qz <br />o <br />�❑CJ) <br />wz <br />m� <br />a� <br />(Q <br />Z <br />¢ <br />O <br />O LL <br />J <br />am <br />w <br />~°o�d <br />gz <br />z <br />go <br />W <br />Q <br />LL <br />a <br />NW <br />�- <br />o <br />w� <br />>O <br />a <br />mi <br />co <br />cl <br />z¢ <br />r <br />ova <br />= O <br />0 <br />W <br />co <br />co <br />_ <br />CD <br />Q <br />C o <br />N <br />�. <br />a <br />LO <br />O C <br />fn <br />V <br />O <br />T M <br />T— <br />� <br />M M QI <br />o <br />m <br />z <br />T ui <br />E O <br />Z <br />ca <br />= <br />a <br />E <br />0 a o <br />_ <br />_° <br />JOB <br />NO: 19-5332 <br />SCALE: AS NOTED <br />SHEET NO, <br />D 1 <br />