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a <br />my <br />S <br />i <br />tF <br />LO <br />N <br />O <br />J <br />to <br />- <br />00 <br />c. <br />Q <br />rn <br />N <br />0 <br />CID <br />00 <br />I <br />0 <br />i <br />3 <br />FV- <br />Q <br />N <br />O <br />ip <br />E <br />N <br />O <br />0 <br />J <br />fn <br />A2 <br />LZ <br />U <br />O <br />cg <br />0 <br />i <br />a <br />0 <br />w <br />LZ <br />0 <br />0 <br />C <br />N <br />0 <br />0 <br />N <br />O <br />V.1 <br />vvr c- r vu tw "r l r I r wvv v v <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: NTS <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 />PA TRUSS <br />SSES <br />(2) 12D NAILS - I <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: NTS <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) 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 aC� RAISED ENTRY <br />MASONRY WALL 4 <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 PLAN <br />FOR BEAM SIZE <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />VBUILDERFRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL s <br />SCALE: NTS <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY NAILED <br />EACH DIRECTION TYP. U.N.O. <br />SIMPSON LSTA18 <br />SEE PLAN <br />TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER N. VERTICAL SCAB 2 x 6 <br />( w/ MIN. (4) 12d WHEN <br />w/ (12) 10d NAILS <br />SIMPSON HUC410 w! (14) <br />L. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />#2 SPF 48" O.C. W/ 4 <br />2x8 BLOCKING NAILED @ <br />CENTERED AT <br />SPLIT R TIE <br />16d INTO HEADER & (6) <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS <br />10d TOP &BOTTOM() <br />EACH SIDE w/ 3 12d NAILS <br />() <br />BEAMS TOGETHER <br />10d INTO BEAM - SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OR SIMPSON H2.5A w/ <br />ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />WHEN REQUIRED w/ (2) (10) 8d NAILS <br />INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />ON HTS20 w/ (24) 10d x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />1 1/2" N <br />1 1/2" NAILS EACH <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACEDFA <br />SEE FLOOR PLAN <br />COLUMN SIZE & BASE <br />CONNECTION INFO <br />7l16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />2x4 #2 SYP NAILER. NAIL <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />ANY ONE TRUSS. <br />'k <br />COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />TO STUDS w/ (3) 16d AT <br />A LARGE AREA SO AS TO AVOID OVERLOADING <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SCHEDULE/PLAN <br />SEE FLOOR PLAN FOR <br />EACH STUD -TOENAIL \ <br />ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />RAFTER <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />EACH TRUSS TO NAILER <br />SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />OPTION <br />DICATEONBM <br />A <br />OPTION B CONNECTION INFO <br />PT I O A V I C <br />OPTION <br />w/ (3) 10d <br />PER NAILING SCHEDULE <br />O.C. MAXIMUM. <br />2x4 SPF 2 (2) #7 x 3-1/2"I- <br />WOOD SCREW EACH <br />SCHEDULE/PLAN <br />SEE 2ND FLOOR WALL SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />OR SIMPSON <br />FOR ADDITIONAL INFORMATION <br />NAILS AT EACH TRUSS INTERSECTION. CB ----TRUSS <br />H2.5A w/ (10) 8d NAILS <br />COMMON B M TO POST ATTACHMENT <br />A <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />AT 48" O.C. <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB <br />B <br />FOR BEAM SIZE & <br />SCALE: 3/4"=V-0" <br />IF 2x DOUBLE LEDGER, <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />CENTER OF POST <br />ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />w/ (4) 16d NAILS TO EA. <br />PRE-ENG. TRUSS <br />A <br />A <br />r <br />END OF TRUSS THEN <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. <br />ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN FOR <br />TOP OF 8 ET9___q�7_ <br />ATTACH SECOND PLY <br />MAX 8, EACH END ALTERNATE CHORD <br />AT ALL HAND FRAMED AREAS TYP. <br />w/ (3) ROWS OF 16d <br />DIRECTION TYP. <br />A <br />NAILS AT 24" O.C. <br />DIAGONAL <br />2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" <br />WOOD <br />SIMPSON LUS26 w/ (8) 10d NAILS <br />ZSEE <br />MAX <br />TRUSS <br />-jC 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />SIMPSON MTS18 w/ (14) <br />OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />10d NAILS TYP. U.N.O. <br />SEE PLAN FOR SIMPSON <br />LUS26-2 w/ (8)16d NAILS TO <br />FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d <br />SEE FLOOR PLAN FOR - _Jam._= <br />CANTILEVER IF MTS18 w/ (14) <br />INDICATED <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM <br />COLUMN SIZE & <br />10d NAILS <br />TYP. U.N.O. <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />VERIFY WITH PLAN FOR <br />LOCATION AND DIRECTION <br />2X4 CONT. AT <br />-- CONC. MASONRY <br />ADDITIONAL INFO. <br />1/2" X 4 1/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 202 FOR <br />T & B CHORD <br />STEEL OR WOOD <br />(WOOD COLUMN SHOWN) <br />LAG SCREWS INTO END OF EACHFLOOR <br />BLOCKING INFO) <br />BEARING SUPPORT <br />MIDDLE <br />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 />A -A ALTERNATE BLOCKING <br />CORNER A <br />SECTION AT LOW ROOF 9 <br />SEE <br />FOUNDATION <br />DETAIL @ <br />INTERIOR BEARING <br />51 <br />PLAN FOR MORE INFO <br />SCALE: NTS <br />3 <br />J <br />SCALE: NTS <br />COMMON B M . ATTACHMENT $ <br />WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: NTS <br />VARIES <br />„-�«�< r-�7 y y-y-7 y <-<-x ems--7 Y r <br />�---- ROOF SHEATHING <br />SEE 1/S5 FOR <br />2x STUDS @ 16" O.C. <br />w/ SIMPSON SP1 w/ (10) 10d <br />A <br />SEE PLAN FOR <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT VALLEY TRUSS <br />i NAILS BASE & SIMPSON <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />OUTLOOKER <br />4 O.C. INFO. <br />` <br />h <br />(T <br />SP2 w/ 12 10d NAILS AT TOP <br />16 O.C. W/ (4) 12d <br />TOENAILS TO TOP <br />�/L -�/1� �- COMMON TRUSSES. <br />-;.�-- SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />INFO. <br />mac" <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS Wl (2) 12d TOENAILS <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END <br />\ <br />MIN. (2) 2x4 <br />FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />NAILS TO TRUSS <br />SPF TOP <br />INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABLE <br />ti <br />(2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING <br />BOTTOM CHORD <br />PLATE <br />MORE INFO. <br />TRUSS <br />LOW ROOF/WALL <br />K <br />STUD) <br />SCHEDULE <br />SHEATHING ATTACHED <br />\� <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />VARIES W/ <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE <br />SIMPSON LSTA30 w/ <br />�; <br />SIMPSON MTS12 w/ (14) 10d x <br />-__ <br />(22) 10d NAILS OR <br />r <br />r <br />1 1/2" NAILS TO BLOCKING <br />WOOD WALL <br />�_ <br />SIMPSON MTS12 w/ <br />EACH COMMON <br />' <br />BELOW @ 16" O.C. <br />OR TRUSS. <br />--2X4 CONT. W/ (2) <br />\ <br />- MIN. 2x4 #2 SPF STUDS @ <br />- <br />- <br />(14) 10d x 1 1/2' NAILS <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />SEE PLAN <br />16d COMMONS <br />NAILS EACH <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />r'r <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />. MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />°< <br />HETA16 w! (9) 10d x 1 1/2" NAILS @ <br />FLOORING <br />TRUSS OR <br />SEE PLAN FORI <br />PLATE BELOW <br />MASONRY WALL <br />4'-0" O.C. TO GABLE TRUSS <br />- <br />ROOF SYSTEM <br />TOP OF WALL <br />OR BEAM <br />. BEAM BELOW: SIMPSON HTS20 w/ <br />---MIN. <br />- <br />SYSTEM DER <br />NAILS @ 4 0 O.C. <br />W/ 1 /2 X8 EPDXY ANCHOR <br />SEE PLAN OR SEEPLANT OR <br />TOGABLETRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY <br />WALL SEE@ <br />3" FROM EACH END & <br />DIRECTION CONNECTION <br />-COMMON TRUSS <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR <br />MORE16" <br />O.C. MAX. <br />�' <br />SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER <br />INFO. <br />SECTION aC� FLOOR <br />FOR CONNECTION <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />16d NAILS AT EACH END <br />EXTERIOR. WALL <br />SECTION @ ENTRY g <br />CONNECTION 22 <br />SECTION AT <br />HIP GABLE 12 <br />SECTION @ BUMP OUT 39 <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />DETAILS <br />& SECTIONS <br />8 O <br />r•�L6 3• <br />X <br />..\�, <br />U <br />�O <br />FLO <br />OFE S S1ONP\ <br />/"//III I I I11' 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 2017 <br />Florida Building Code - <br />Residentlal 6th 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 />Q <br />bE D <br />O N N iC <br />'m <br />V <br />0 <br />� N <br />:1 LoQ1 J W <br />M <br />Qy <br />rn I u_ a <br />M M 2s W <br />C <br />LL. 2 O- Q' <br />m 5 rt <br />L, <br />O <br />L{�`�� m o <br />m <br />W��pjO1 <br />�j rON� <br />o <br />LLco <br />Nz�oN <br />M <br />V <br />z <br />N <br />Q <br />00 00� <br />W <br />z W <br />z <br />63 <br />Q <br />-J <br />ll � <br />0M <br />LL <br />T <br />V <br />L.0 <br />TC <br />O <br />w s <br />(N <br />C- <br />V) <br />i <br />C) <br />s o0 <br />r_ <br />M <br />z <br />IX <br />w <br />z <br />J <br />U_ <br />4p <br />z o <br />a <br />� <br />C6 <br />O <br />o <br />°w& <br />Z <br />N <br />t_ <br />�Qo� <br />Paz <br />Q <br />�z <br />�J <br />C <br />�Y <br />�o <br />9fri <br />Zrj <br />Q� <br />�w <br />CD <br />� <br />=cMLn <br />N <br />ILL <br />�o <br />'M� <br />c <br />LO <br />Y <br />.. <br />O <br />Q <br />(O <br />.� <br />p <br />ct <br />T <br />(0 C) <br />r N <br />T <br />r <br />LO <br />04 <br />r <br />E <br />CV <br />" <br />Z <br />z <br />E O <br />M <br />= <br />a <br />U _j <br />ai <br />Qa 0 <br />0 <br />JOB <br />NO: <br />20-8076 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D 1 <br />