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E5 <br />Q <br />ZW <br />rn <br />LO <br />;U <br />Cr <br />0 <br />0 <br />J <br />N <br />M <br />0 <br />I <br />LO <br />v <br />0 <br />a <br />M <br />0 <br />J <br />N <br />00 <br />0 <br />I <br />v <br />0 <br />3 <br />a <br />N <br />N <br />v <br />a <br />E <br />co <br />E <br />0 <br />C <br />N <br />GJ <br />ri <br />e <br />U <br />.o <br />a <br />0 <br />U <br />J <br />LZ <br />N <br />N <br />0 <br />0 <br />Na <br />O <br />0 <br />m <br />v <br />cn <br />CROSS BRACING DETAIL (TYP.)je`_1 <br />SCALE:NTS <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE <br />NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAIL <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 />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 />PRE-ENG. TRUSS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />' <br />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. —� <br />----LWOOD TRUSS <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 />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 JACK <br />MAX 24" SPAN (EITHER USSES 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 (a� INTERIOR BEARING <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />SCALE:NTS <br />SIMPSON LSTA18 <br />w/ (12) 1Od 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 />)IMPSON HUC410 w/ <br />6d INTO HEADER & <br />Od INTO BEAM - SEE <br />(OOF PAN FOR MOI <br />VFO <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) 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 />MASONRY WALL 4 <br />SCALE:NTS <br />L.SEE PLAN <br />FOR CANT. <br />COLUMN SIZE & BASE L-7/16" OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A SCHEDULDE/P ANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT <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 n SEE FOUNDATION <br />PAN FOR MORE INFO <br />5" <br />X <br />COMMON BM. ATTACHMENT <br />SCALE:NTS <br />SCALE: 3/4"=V-0" <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 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) 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 />v <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 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 />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 <br />8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON <br />NAILING SCHEDULE OUTLOOKER SP2 w/ (12) 10d NAILS AT TOP <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 4" O.C. INFO. <br />16" O.C. W/ 4 12d INFO. 2x BLOCKING BETWEEN STUDS <br />() COMMON TRUSSES.TATTACHED PER <br />TOENAILS TO TOP 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 NAILS TO TRUSS <br />ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL <br />SCHEDULE BOTTOM CHORD LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL <br />PLATE MORE INFO. TRUSS STUD) <br />TSHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN 2x4 BASE PLATE W/ <br />VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ EACH COMMON <br />WOOD WALL BELOW @ 16 O.C. <br />MIN. 2X4 #2 SPF STUDS r % (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) 16" O.C. W/ EXTERIOR @ TO FLOOR GIRDER TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. <br />STUD TYP. T&B (3) 12d TOENAILS TO __ MASONRY WALL BELOW: SIMPSON <br />PER NAILING SCHEDULE & - <br />°<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD <br />FLOORING <br />TRUSS OR SEE PLAN FOR PLATE BELOW <br />- MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />°� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS 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 o 16" O.C. MAX. Q° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />S H EAR T RAN S F E R CONNECSPEC'STIONS INFO. ° SECTION @ FLOOR FOR CONNECTION MANUF. CONNECTIONS <br />FOR 16d NAILS AT EACH END <br />TO G.T. <br />EXTERIOR. WALL 7 SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLErj_-\�2SECTION @ BUMP OUT 39 <br />SCALE: NTS SCALE:NTS SCALE: NTS SCALE: NTS SCALE: NTS <br />DETAILS & SECTIONS <br />c*r <br />�w <br />e� <br />C%4 <br />d� <br />> W <br />r <br />o a <br />® <br />c6 C_� N <br />N R C1 i <br />a► a co <br />@'r N � <br />g d <br />j <br />2,C <br />y .5 4 <br />' 3 cc <br />.w W. <br />=a <br />'— <br />0 <br />\ <br />0 <br />Q ' v <br />��'✓i��,�OPESSIOV%P <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />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 <br />signature and seal. <br />H <br />W <br />0E <br />s,8 <br />p <br />Lo4 <br />o m <br />A7 — W a) N C <br />H <br />6m� LL <br />Q <br />C J u_ LL W <br />J LL_ D <br />•f. <br />N <br />W� <br />� N GO3: 0 <br />rn m i. <br />Z <br />LIL <br />t°�C <br />co co z Q � <br />N O U 8 <br />W <br />El 171 <br />'lima <br />0 0 <br />Z m NQQ <br />Z o Q <br />Q <br />J <br />N <br />— N <br />M <br />z <br />0 <br />QJ <br />a) <br />0 0 <br />� <br />`V <br />W m <br />° <br />U <br />O <br />N <br />w o <br />(e✓ N <br />U <br />W J <br />l _ E <br />I <br />L <br />Q N O <br />ti <br />o <br />w <br />M <br />m <br />�z <br />oa <br />Z <br />Z <br />J <br />LL <br />,6 E <br />=o <br />oo <br />> ry <br /><� <br />o <br />E u <br /><o <br />Z® <br />o� <br />(6 <br />XU <br />U <br />&¢ <br />U <br />so <br />oQ <br />r <br />N <br />0 <br />¢. <br />w <br />L <br />to <br />co <br />_ <br />z <br />U <br />y <br />m, <br />O <br />O� <br />Z <br />z <br />co (v <br />J <br />m <br />0 <br />Q W <br />gz <br />o¢ <br />a0 <br />W <br />U <br />LL <br />NW <br />z1 <br />o <br />ONJ co <br />w <br />-0 <br />a <br />z0 a <br />OU � <br />eO <br />> (O <br />LO <br />LO <br />ca <br />2 <br />=3 O <br />Q <br />I <br />Y <br />r <br />U) <br />im <br />in <br />� <br />Q� <br />O <br />N <br />CD <br />N <br />T <br />� <br />LO <br />T <br />VT♦ <br />I <br />Q <br />� <br />r <br />w <br />co <br />o <br />z <br />z <br />E r <br />co <br />d <br />E <br />U J <br />i <br />Q <br />rz <br />4) <br />JOB <br />NO: <br />22-08312 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D1 <br />1 I Ali � <br />