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CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />CONY. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />MAYBE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. (4) 1 WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />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. <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. <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. <br />Cn <br />CD <br />N <br />0 <br />N <br />i <br />a <br />M <br />N <br />0 <br />0 <br />J <br />N <br />I <br />�I <br />a <br />co <br />11 <br />00 <br />z-WOOD TRUSS -J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1 /2"= V-0" <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />VARIES W/ <br />ROOF SLOPE <br />2X4 CONT. W/ (2) <br />16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />/TRUSS OR <br />/ ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL K7 <br />SCALE: 3/4" = V-0" <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />VVr r--IVu `W L_r%%. [ I I f1V VJ TV L—LJ <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 />CONT. ROOF SHEATHING AT TRUSS TOP - <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. 'r—_ <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 />Ck OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�'A TRUSS <br />HIP <br />G.T <br />(2) 12D NAILS AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: 1 /2"=V-0" <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 />1r1�3�tPi <br />BEAM aC� RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE. 1/2 - 1 -0 <br />SIMPSON LSTA18 <br />VERTICAL SCAB 2 x 6 <br />#2 SPF 48" O.C. W/ (4) <br />w/ (12) 10d NAILS <br />CENTERED AT <br />SIMPSON HUC410 w/ <br />16d INTO HEADER & <br />(14) <br />1. SEE PLAN <br />FOR CANT. <br />10d TOP & BOTTOM <br />SPLIT TO TIE <br />10d INTO BEAM - SEE <br />(6) <br />OR SIMPSON H2.5A w/ <br />BEAMS TOGETHER <br />ROOF PLAN FOR MORE <br />(10) 8d NAILS <br />INFO <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 RIDE BEAM <br />2X4 CONT. AT CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL a@ INTERIOR BEARING <br />SCALE: 1/2" = V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />VARIES <br />2x4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d _ <br />TOENAILS TO TOP - <br />PLATE & (2) 12d END MIN. (2) 2x4 <br />NAILS TO TRUSS SPF TOP <br />BOTTOM CHORD PLATE <br />3 <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />AjkVARIES SEE PLAN <br />FOR WALL LOCATION <br />MIN. 2x4 #2 SPF STUDS @ <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALLiT <br />MIN. 2x4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE16" <br />O.C. MAX. <br />INFO. <br />SECTION ENTRY <br />r8 <br />SCALE: 3/4" = V-0" <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE —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 FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />INDICATED ON BM. CONNECTION INFO ^ f1T 1 r% A 1 I <br />OPTION A SCHEDULE/PLAN <br />OPTION B <br />COMMON <br />BM. <br />TO <br />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 r A <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />CORNER — SEE FOUNDATION <br />PLAN FOR MORE INFO <br />f5� <br />COMMON BM. ATTACHMENT <br />SCALE: 3/4"=V-0" <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE <br />SP1 w/ (10) 10d NAILS u <br />AT BASE SEE J/S6 FOR ti <br />MORE INFO. y <br />2x4 BASE PLATE W/ <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />`ter ` rl SIMPSON MTS12 w/ <br />- - - - (14) 10d x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r22"� <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"=V-0" <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />1 <br />GABLE <br />TRUSS <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />BM. SPLICE OVER <br />CENTER OF POST <br />MIDDLE <br />SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />TYP TOP & BOTTOM <br />• MASONRY WALL BELOW: SIMPSON <br />°.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />TO GABLE TRUSS <br />a COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE 12 <br />SCALE: 3/4" = V-0" <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 DETAIL 4/D1 <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 />KNEEWALL a@ ENTRY FRONT WALL <br />SCALE. 1/2 - 1 -0 <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 />I < 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 SEE FLOOR FRAMING PLAN <br />LEDGER AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION <br />1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH BLOCKING INFO) <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />SCREWS EACH SIDE) (TYPICAL) <br />SECTION AT LOW ROOF g <br />SCALE: 1/2" <br />2x STUDS @ 16" O.C. <br />W/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />SP2 w/ (12) 10d NAILS AT TOP <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END ( BETWEEN TRUSSES <br />v (2) 12d NAILS TO EACH VERTICAL <br />LOW ROOF/WALL STUD) <br />SHEATHING ATTACHED y <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON MTS12 w/ (14) 10d x <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />PL <br />YWOOD <br />FLOORING <br />--- <br />LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4"=V-0" <br />DETAILS &SECTIONS <br />,. <br />0 <br />(D <br />zC <br />z <br />Q <br />I <br />E3 <br />--- <br />�z® <br />Ln U' <br />4) c <br />4--J W <br />C� o <br />Ln <br />0 =3 <br />E <br />V <br />mU I — <br />M <br />W <br />_ <br />0 ch <br />C .2 M <br />U <br />�N.co <br />co m� <br />Q <br />A ,< O <br />AI <br />"caoc <br />611 <br />m• <br />(qV�_6 _® <br />a r' <br />N <br />o <br />-0U;6 01 <br />� UI <br />a <br />-, <br />. <br />W <`o� <br />S <br />/IlIsIIE!' <br />'b <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. 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