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01 <br />_39t <br />0 <br />ce, <br />�5 <br />- <br />LO <br />Cr <br />Cn <br />Q <br />9 <br />co <br />r-n <br />Z2 <br />LO <br />91 <br />C) <br />C'*, <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 wl M IN� (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE I <br />T 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 />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <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. <br />DB <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />I <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. <br />A <br />-----Z-WOOD TRUSS -j <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />vvl I WM ­�l I I I lw­ v V­ <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 21-01' O.C. <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />2X4 CONT. AT <br />T & B CHORD <br />WOOD <br />TRUSS <br />,-ROOF <br />SEE <br />SHI <br />SHEATHING <br />PLAN 1. <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 />TRUSS <br />3;�'A <br />(2) 2x8 #2 SYP w) <br />O.S.B. FLITCH P1 <br />TOP @ TRUSS 8 <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) 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" 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) S I M PSON H ETA20 w/ (8) 1 Od <br />ATTACHED PER NAILING <br />TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 <br />WALL SIMPSON MSTAM36 w/ (7) 1 Od <br />SSES HIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. <br />G.T <br />(2) 12D NAILS - <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: NTS <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 />H2.5A W/ (10) 8d NAILS <br />TRUSS OR SIMPSON <br />AT 48" O.C. <br />(OPTIONAL) <br />BEVEL CUTS <br />2x8 #2 SPF RIDGE BEAM <br />2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />THAN 4 FT @ 2'-0"0. C. MAX. W/ (3) 1 Od <br />COMMON TOENAILS TO TIE BEAM <br />CONC.MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING r-3 <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) 1 Od NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />3IMPSON HUC41 0 w/ <br />6d INTO HEADER & ( <br />Od INTO BEAM - SEE <br />=17 PLAN FOR MOI <br />NFO <br />r I L <br />SEE FLOOR PLAN FOR <br />TIE BEAM <br />BEAM RAISED ENTRY <br />MASONRY WALL <br />r4 <br />SCALE:NTS <br />L.SEE PLAN L. <br />FOR CANT <br />I I <br />COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />CONNECTION INFO <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />Rj <br />0 <br />REQ'D ONLY WHEN COLUMN SIZE& BASE <br />INDICATED ON BW CONNECTION INFO <br />OPTION A SCHEDULE/PLAN OPTION B. OPTION C. <br />COMMON BM. TO POST ATTACHMENT rA <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />SIMPSON MTS1 8 W1 (14) <br />1 Od NAILS TYP. U.N. 0. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <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) 1 Od <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) 1 Od NAILS <br />OR IF 2 PLY TRUSS SIMPSON <br />LUS26-2 W/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN <br />LEDGER AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X1 0 #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 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 <br />SCALE:NTS <br />,llii-N VARIES 2x STUDS @ 16" O.C. <br />I-F ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 wl (10) 10d <br />x SEE PLAN FOR <br />ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON <br />8d NAILS AT VALLEY TRUSS <br />SP2 W/ (12) 10d NAILS AT TOP <br />NAILING SCHEDULE OUTLOOKER <br />2X4 #2 SPF BRACING @ 4" O.C. INFO. <br />EXTERIOR SHEATHING INFO. <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON TO TRUSS W/ (2) 12d TOENAILS <br />NAILING SCHEDULE <br />EACH END (BETWEEN TRUSSES <br />PLATE & (2) 12d END -MIN FOR CONNECTION SP1 W/ (10) 1 Od NAILS (2) 12d NAILS TO EACH VERTICAL <br />STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR GABL <br />ATTACHED PER NAILING BOTTOM CHORD (2) 2X4 LOW ROOFMAL STUD) <br />SCHEDULE PLATE MORE INFO. TRUSS <br />SHEATHING ATTACHE <br />x- PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />A-, VARIES W/ IkVARIES SEE PLAN //--2x4 BASE PLATE W1 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ <br />---------- FOR WALL LOCATION <br />SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d X <br />\F ROOF �LOPE 3� <br />(22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 W/ EACH COMMON BELOW @ 16" O.C. <br />WOOD WALL-\ MIN. 2X4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING <br />OR TRUSS. '---2X4 CONT. W/ (2) XXI TYP TOP & BOTTOM <br />SEE PLAN 16" O.C. W/ EXTERIOR TO FLOOR GIRDER <br />16d COMMONS <br />A xx <br />STUD TYP. T&B PER NAILING SCHEDULE & <br />L '�PLYWOOD <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. <br />MASONRY WALL B�Lbw: SIMPSON <br />(3) 12d TOENAILS TO HETA16w/(9)l0d�1 1/2"NAILS@ FLOORING <br />TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLt fRUSS <br />A <br />ROOF SYSTEM BEAM BELOW: SlOkN HTS20 W/ <br />SEE TRUSS PLAN <br />MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTE (24) 1 Od x 1 112 <br />TOP OF WALL . It, M OR BEAM NAIL� @ 4'-0" O.C. Z <br />FLOOR GIRDER I <br />W1 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UN�DER �tOR G.T. <br />MASONRY WALL SEE, @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL wl SEE PLAN <br />44. <br />PLAN FOR MORE 16" O.C. MAX, SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) <br />tv MANUF. SPEC'S FOR <br />INFO. FOR CONNECTION 16d NAILS AT EACH END <br />SHEAR TRANSFER SECTION @ FLOOR CONNECTIONS TO G.T. <br />ABLE <br />SECTION AT HIP G <br />EXTERIOR. WALL SECTION @ ENTRY (8'� CONNECTION r2 2 K'�l 2�, SECTION @ BUMP OUTr3q <br />SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NITS <br />DETAILS & SECTION <br />C3 <br />cr. <br />w <br />�&�tE C= <br />Cj C L'� C <br />Coll C4 <br />C14 <br />72 >< <br />E. <br />9 <br />CU <br />CL <br />C. <br />.0 k;" <br />/V <br />NN <br />Qj <br />C=0 <br />L <br />;!p <br />% S S 10 V, <br />I I 10\1 <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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