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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. 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. 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 />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 />:2 <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 />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <br />DIAGONAL - <br />AT V-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />111UNI&I <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 />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />K <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE:NTS <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 r <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 PAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INFI <br />HIP <br />G.T <br />(2) 2x8 #2 SYP wi <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) 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) 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 <br />SCALE:NTS <br />SIMPSON HUC410 w/ (14 ) <br />SEE PLAN <br />FOR CANT. <br />16d INTO HEADER & (6) <br />10d INTO BEAM - SEE <br />ROOF PAN FOR MORE <br />INFO <br />SEE FLOOR PAN FOR <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />jl� <br />INDICATED ON BM. <br />SCHEDULE/PAN <br />7/16" OSB FLITCH PATE <br />SEE FLOOR PLAN <br />FOR <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION A INICATED ON B. SCDHEDULE/P ANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENTrA <br />SEE ROOF PAN <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 PAN FOR <br />SEE PAN FOR <br />CANTILEVER IF <br />INDICATED <br />CORNER SEE FOUNDATION <br />PAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE:NTS <br />SCALE: 3/4"=V-0" <br />SIMPSON <br />MTS18 w/ (14) <br />10d NAILS <br />TYP. U.N.O. <br />MIDDLE <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 PLAN <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL N 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)10d PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />IF 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 />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 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 g <br />SCALE:NTS <br />VARIES ,-, , ,1�- 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER --�- ADDITIONAL NAILS AT BASE & SIMPSON <br />NAILING SCHEDULE N OUTLOOKER VALLEY TRUSS <br />8d NAILS AT SP2 w/ (12) 10d NAILS AT TOP <br />2x4 #2 SPF BRACING y 4" O.C. INFO. <br />@ EXTERIOR SHEATHING INFO. <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS <br />'�- TO TRUSS W/ (2) 12d TOENAILS <br />TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE - EACH END ( BETWEEN TRUSSES <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS <br />STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR <br />ATTACHED PER NAILING BOTTOM CHORD GABL SHEATHING ATTACHED STUD) NAILS TO EACH VERTICAL <br />SCHEDULE PLATE MORE INFO. TRUSS LOW ROOFNVALL <br />ASE <br />VARIES SEE PLAN " PER NAILING SCHEDULE NAIBLS @ PLATE <br />ALONG W/ <br />VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W! <br />SIMPSON LSTA30 w/ 1/2 PLYWOOD � ( ) <br />ROOF SLOPE SIMPSON MTS12 w/ 14 10d x <br />(22) 10d NAILS OR (2) 16d NAILS TO s <br />1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ EACH COMMON rs BELOW @ 16" O.C. <br />WOOD WALL TRUSS/ FRAMING r- <br />14 10d x 1 1/2" NAILS <br />@ ( ) TYP TOP &BOTTOM j ? <br />SEE PLAN 16d COMMONS TO FLOOR GIRDER <br />OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. r" r <br />STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON <br />(3) 12d TOENAILS TO -� HETA16 w/ 9) 10d x 1 1/2" NAILS @ PLYWOOD <br />°' ( 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 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS LOW ROOF TRUSS W/ /// 2 2x6 BLOCKING UNDER FLOOR G.T. <br />C'� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR () SEE PLAN <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ <br />PLAN FOR MORE e 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END <br />EXTERIOR. WALL � SECTION ENTRYr8'�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 />N <br />N <br />N <br />N � , <br />o <br />�t <br />p W <br />m r- o <br />mr- <br />cPave�.r <br />...�myc <br />w C u" t1 <br />m o ... <br />N <br />d 1 <br />dew <br />� C, <br />a It: <br />3 '- <br />a� <br />d M <br />N a' <br />c E <br />ro 0 <br />0- J <br />`,�,.�•���ovv/v <br />- U - +,P ,V� -V <br />z <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 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />y N d8 9 <br />�0 - 4 <br />18 <br />N <br />'10M 4. <br />0 Q M LL <br />a 9LLU_ '� a <br />Z a x <br />EY C c O <br />W <br />m <br />w <br />W Z N 22 ; 0 <br />M Z <br />J <br />ZCL <br />z <br />z � <br />z ti <br />Q Q <br />J — <br />l/1 Z a <br />0 <br />U <br />fC3 w <br />.0 o <br />yzul c <br />ruN <br />Q Y <br />�� <br />t <br />o <br />w <br />E <br />a <br />i <br />Q <br />E OO <br />? <br />40 <br />Q <br />o a <br />E <br />&o <br />0 <br />zo <br />N <br />~ <br />(� C <br />W S <br />Q. <br />Z. <br />Uj <br />Q J <br />mM <br />OLL <br />NO <br />z <br />J <br />Q� <br />�$ <br />r� <br />a <br />¢� <br />g <br />az <br />W <br />�W <br />CrI� <br />p <br />w <br />N. <br />v <br />ilk <br />3 <br />.0OLO <br />> CD <br />� <br />LO <br />a� <br />La <br />^ <br />CID <br />MO <br />M <br />Cr <br />O <br />Y <br />m <br />al <br />04 <br />LO <br />N <br />fV <br />O <br />O <br />T <br />L0 <br />CM <br />Q M <br />U) <br />r <br />ui <br />E <br />z <br />c <br />E r v y <br />n. <br />U 0 Q p <br />-d <br />JOB <br />NO: 22-06470 <br />SCALE: AS NOTED <br />SHEET NO. <br />D1 <br />