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Q <br />LID <br />— <br />rc3 <br />CV <br />L0 <br />0 <br />Q' <br />O <br />0 <br />N <br />0 <br />J <br />r— <br />_N <br />CD <br />0 <br />I <br />N <br />a <br />1.0 <br />Ln <br />cV <br />rD <br />LO <br />L <br />C> <br />0 <br />0 <br />0 <br />0 <br />N <br />0 <br />I <br />N <br />N <br />L0 <br />O <br />L0 <br />a <br />cn� <br />a <br />3 <br />Q <br />N <br />O <br />i <br />a <br />r° <br />CD <br />0 <br />i <br />a <br />0 <br />v <br />J <br />rh <br />0 <br />0 <br />0 <br />0 <br />a <br />M <br />0 <br />L <br />LO <br />im <br />Q <br />Of <br />W <br />a <br />0 <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 />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP <br />G.T <br />(2) 2x8 #2 SYP wi <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 4x4 w/ (2) 1 Od <br />NAILS @ 8" Oi.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) 1 Od <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />CROSS BRACING DETAIL (TYP.)r_,_' HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL r6 <br />SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS Il <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 />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 <br />TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS — SEE PLAN <br />( ) w/ MIN. (4) 12d WHEN CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) 16d INTO HEADER & (6) <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE <br />PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS BEAMS TOGETHER <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIMPSON HTS20 w/ (24) 1 Od x (10) 8d NAILS INFO <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 1 1/2" NAILS EACH SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL ( SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE REQ' OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. - SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A S DICATEDE/ON P NNM OPTION B CONNECTION INFO OPTION C. w/ (3) 1Od PER NAILING SCHEDULE <br />O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SEE 2ND FLOOR WALL SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACHTRUSS OR SIMPSON FOR ADDITIONAL INFORMATION <br />NAILS EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT A <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. <br />SEE ROOF PLAN SCALE: 3/4"=V-0" IF 2x DOUBLE LEDGER, <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & BM. SPLICE OVER <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST <br />PRE-ENG. TRUSS (OPTIONAL) A A EN(D OF TRUSS THEN <br />2X42X4 BLOCKING SEE PLAN FOR ATTACH SECOND PLY <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF EAM <br />MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d <br />NAILS AT 24" O.C. • <br />DIRECTION TYP. A • <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 1 Od NAILS • <br />MAX TRUSS �t �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS <br />COLUMN SIZE & 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR <br />2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TYP. U.N.O. LOCATION AND DIRECTION <br />1/2" X 41/2" LAG SCREWS ATTACH IF PARALLEL SEE 2/D2 FOR <br />WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH <br />T & B CHORD BEARING SUPPORT STEEL OR WOOD ( MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />° SCREWS EACH SIDE) rl"(TYPICAL) <br />A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF 9 <br />DETAIL @INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS <br />L4 <br />5" <br />WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT r18 <br />PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: NTS <br />VARIES 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 1Od <br />ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON <br />2x4 #2 SPF BRACING NAILING SCHEDULEAOUTLOOKER 4d0 AILS AT INFO.VALLEY TRUSS ( ) d NAILS AT TOP <br />SP2 w/ 12 10 <br />@ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER TO TRUSS W/ (2) 12d TOENAILS <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE <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 SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING BOTTOM CHORD GABL LOW ROOF/WALL <br />SCHEDULE PLATE MORE INFO. TRUSS STUD <br />) <br />SHEATHING ATTACHED <br />VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ 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 MTS 2 w/ (14) 10d x <br />1 1/2" NAILS TO BLOCKING <br />WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. <br />14 1 x 1 1/2" NAILS TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ ( ) Od TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. <br />STUD TYP. T&B PER NAILING SCHEDULE & • • MASONRY WALL BELOW: SIMPSON <br />(3) 12d TOENAILS TO - - a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ ! PLYWOOD <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING <br />ROOF SYSTEM TOP OF WALL OR BEAM EA • BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />p 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 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 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 @ ENTRY $ 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 />cn <br />e <br />d <br />c,4 o <br />$gym <br />d o® <br />c E <br />o <br />a w <br />0 <br />a'4'69 of @�it 58I7o/s <br />P' <br />S `' s <br />•'•., <br />Lai <br />%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 2020 Florida Building Code - <br />Residential 7th Edition. 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