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3 <br />a <br />00 <br />Ln <br />r'M <br />LO <br />c <br />cn <br />0 <br />0 <br />0 <br />3 <br />h <br />r"O') <br />I <br />a <br />co <br />00 <br />0 <br />v <br />CN <br />0 <br />O <br />M <br />0 <br />3 <br />M <br />N <br />0 <br />I <br />u7 <br />0 <br />0 <br />c <br />Q <br />cV <br />0 <br />i <br />O <br />E <br />C <br />N <br />i <br />f2 <br />CL <br />U <br />U <br />.o <br />U <br />i <br />t <br />3 <br />i <br />O <br />U <br />3 <br />ti <br />N <br />N <br />0 <br />0 <br />a <br />CV <br />O <br />M <br />N <br />cm <br />U) <br />m <br />v <br />cn <br />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 wit 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. Dg <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS <br />rrl c- 1 vu ­1 1 1 1 1- r <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 />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 A CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. <br />---L—WOOD TRUSS —' <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />2X4 COS <br />T&BCF <br />OOD <br />BUSS <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) 2x8 #2 SYP wi <br />O.S.B. FLITCH PI <br />TOP @ TRUSS B <br />U.N.O. ON ROOF <br />PLAN <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 />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 />(2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING <br />TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE <br />WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 <br />SSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. <br />21 . <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 />ONC.MASONRY <br />TEEL OR WOOD <br />EARING 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) 1Od NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHEF <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INFi <br />SCALE:NTS <br />'IMPSON HUC410 w/ <br />6d INTO HEADER & <br />Od INTO BEAM - SEE <br />ZOOF PLAN FOR MOI <br />vFO <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE:NTS <br />.. - • . . - —:aim�� <br />SEE PLAN <br />FOR CANT. <br />7/16" OSB FLITCH PLATE <br />CONNECTION INFO 'REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN F77 <br />OR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />SCHEDULE/PLAN OPTION I O N B M CONNECTION INFO <br />OPTION A OPTION C <br />COMMON BM. TO POST ATTACHMENT <br />SEE ROOF PLAN <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 PLAN FOR <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />CORNER SEE FOUNDATION <br />PAN FOR MORE INFO <br />a <br />5" <br />XY <br />COMMON BM. ATTACHMENT <br />SCALE: NTS <br />SCALE: 3/4"=V-0" <br />BM. SPLICE OVER <br />�� CENTER OF POST <br />MIDDLE <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL a@ ENTRY FRONT WALL <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) 10d <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 />SCALE: NTS <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 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 <br />r 2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER <br />ADDITIONAL <br />8VALLEY TRUSS <br />d NAILS AT <br />NAILS (T BASE & SIMPSON <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />OUTLOOKER <br />4" O.C. INFO. <br />SP2 w/ 12 10d NAILS AT TOP <br />EXTERIOR SHEATHING <br />INFO. <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON <br />NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END <br />MIN. (2) 2x4 <br />FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING <br />NAILS TO TRUSS <br />SPF TOP <br />INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABL <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 />STUD) <br />SCHEDULE <br />SHEATHING ATTACHED <br />VARIES SEE PLAN <br />j <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />VARIES W/ <br />FOR WALL LOCATION <br />� <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS 16 O.C. ALONG W/ <br />@ <br />ROOF SLOPE <br />SIMPSON LSTA30 w/ <br />I SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />1 1/2" NAILS TO BLOCKING <br />WOOD WALL <br />SIMPSON MTS12 w/ <br />EACH COMMON <br />TRUSS/ FRAMING <br />BELOW @ 16" O.C. <br />OR TRUSS. <br />2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />1)NAILS <br />TYP TOP &BOTTOM <br />SEE PLAN <br />16d COMMONS <br />16" O.C. W/ EXTERIOR <br />T0F FLOOR GIRDER <br />NAILS EACH <br />SHEATHING ATTACHED <br />! <br />BELOW @ 16" O.C.xx <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />J <br />• MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />-- --- <br />a HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />FLOORING <br />TRUSS OR <br />OIL SEE PLAN FOR <br />PLATE BELOW <br />- -- -- - ' - <br />MASONRY WALL <br />,' 4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM <br />TOP OF WALL <br />OR BEAM <br />• BEAM BELOW: SIMPSON HTS20 w/ <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN <br />d, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR <br />SEE PLAN FOR <br />^. TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION <br />CONNECTION <br />COMMON TRUSS <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE <br />16" O.C. MAX. <br />�° SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />S H EAR <br />T RAN S F E R <br />INFO. <br />�� <br />SECTION @ FLOOR <br />FOR CONNECTION <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL � <br />SECTION <br />ENTRY <br />8 <br />CONNECTION <br />22 <br />SECTION <br />AT 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 />c <br />Cs 0 , <br />f <br />C" <br />Q <br />n >•? <br />f <br />de y <br />i .5../. <br />1� <br />0CL <br />�= <br />0 0 <br />tcS J, 0 . <br />l'n, <br />0W <br />N <br />N <br />O <br />N <br />M <br />N <br />:= o <br />r <br />4=s- <br />a <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 <br />Florda Building Code - <br />Residential 7th Edition. 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