Laserfiche WebLink
3 <br />CROSS BRACING DETAIL (TYP.) <br />SCALE:NTS <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED <br />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. pg <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />YY/ L-IVV � Ll1V11 11\VVV YY LLJ <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 />TB <br />PRE-ENG. TRUSS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. 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 />----y-WOOD TRUSS -j <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <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 />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 />�A TRUSS <br />HIP <br />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 />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 />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 INFt <br />SCALE: NTS <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <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) 1 Od 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) 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) 1Od <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM a@ 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 SC EDULDE/PLANM <br />OPTION B CONNECTION INFO <br />COMMON BM. TO <br />POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />A A <br />SEE PLAN FOR <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 />o <br />o <br />CORNER <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 />SCALE: 3/4"=1'-0" <br />1 <br />SEE PLAN <br />FOR CANT. <br />I-7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />OPTION C <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 PLAN <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 <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)1 Od <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 />VERIFY WITH PLAN FOR <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />LOCATION AND DIRECTION <br />1/2" X 4 1/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 202 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 g <br />SCALE: NTS <br />VARIES 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 NAILS AT BASE & SIMPSON <br />NAILING SCHEDULE OUTLOOKER VALLEY TRUSS ( ) <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 8d NAILS AT SP2 w/ 12 10d NAILS AT TOP <br />4" O.C. INFO. <br />16" O.C. W/ (4) 12d _41COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS <br />STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END ( BETWEEN TRUSSES <br />NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. LOW ROOF/WALL STUD) <br />SCHEDULE TRUSS SHEATHING ATTACHED <br />VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE FOR WALL LOCATION <br />SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR (2) 16d NAILS TO TO <br />WOOD WALL - - SIMPSON MTS12 w/ EACH COMMON BELOW @ NAILS <br />6" O.C. <br />BLOCKING <br />OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM <br />7 <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. <br />STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD <br />(3) 12d TOENAILS TO a°. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN a (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. <br />o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE 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. SPEC'SCONNECTIONS <br />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 />N <br />O <br />N <br />O <br />'�•• <br />,•�� '.�/aid <br />0 �. <br />5 <br />.C3o <br />do P <br />; <br />cOF.. <br />• <br />a� <br />y���` <br />.�'�'� ,off...' <br />J�fJB 1.i A09 <br />`s, <br />r0 >! <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />0 <br />.:: IN <br />o E oo <br />O M Q c0 I� it <br />8 <br />�d <br />N <br />` 0 <br />WH <br />' 61 �LL <br />n c . wa <br />rn�- U- W <br />ai CNi V LL a Y <br />JLLu-a <br />Z <br />L V <br />0 <br />rLu <br />N CO �o <br />7 mm J <br />WUj <br />rn <br />Z <br />,..:.,. LL <br />a <br />M Z O <br />z <br />do U <br />F W <br />❑❑❑ <br />M <br />z N <br />o g <br />z N <br />z � � <br />a <br />J <br />r• <br />V) <br />Z a <br />`o <br />[n LL <br />° <br />U <br />O W o <br />- c <br />.n <br />Lu <br />` <br />— _ E <br />3 <br />I <br />=1e <br />= L � <br />�o <br />C rn w <br />Q N m <br />r_ <br />�w <br />M <br />Ch <br />m ¢ <br />p <br />z <br />Z <br />Q <br />;= E <br />O <br />E <br />Wo <br />Q� <br />Z® <br />v <br /><� <br />o� <br />03 B <br />CL <br />Xo <br />uo <br />uO <br />N N <br />4% L <br />a <br />wo <br />¢❑ <br />dz <br />r� <br />(6 <br />Z <br />Y <br />� <br />mo <br />O <br />o <br />zz <br />_ C <br />O <br />n2W <br />oa <br />a 0 <br />Q 7 <br />n <br />NW <br />ww <br />.1O <br />o1 <br />z <br />9 <br />=i-r� <br />>° <br />o <br />d <br />_< <br />o <br />°� <br />O <br />>� <br />J <br />0 <br />L <br />� <br />CN <br />O <br />' <br />> <br />O <br />C)Q <br />m <br />CD <br />O <br />'� <br />E04 <br />V <br />T <br />(6 O <br />Lo <br />= N <br />r <br />Ln <br />M <br />LO <br />r= <br />N <br />C8 <br />rn N <br />r <br />rn <br />N <br />C") <br />o <br />z <br />m <br />z <br />E O <br />(n <br />cc <br />E <br />C <br />a <br />U _j <br />¢ 0 <br />JOB <br />NO: <br />21-2025 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D1 <br />