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01 <br />LO <br />LS <br />C14 <br />C) <br />L0 <br />CD <br />0 <br />M <br />C'4 <br />zi-) <br />C) <br />_j <br />L0 <br />CN <br />CD <br />LO <br />C> <br />C" <br />CD <br />I <br />to <br />L0 <br />C� <br />L0 <br />L0 <br />Cr <br />cl) <br />C..) <br />tz <br />PI) <br />C14 <br />a> <br />E <br />FS <br />E <br />0 <br />9 <br />A, <br />0 <br />C-4 <br />CD <br />LO <br />r,e) <br />C14 <br />C) <br />CN <br />LO <br />SEE ROOF <br />PLAN SHEATHING <br />_E `_'u <br />A N� SHI <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <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 />,;'A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING PACK <br />MAX 24" SPAN (EITHER �ZUSSES HIP <br />SIDE OR BOTH IF REQ'D) I' N7CG-.T <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP @ TRUSS B <br />U.N.O. ON ROOF <br />PLAN <br />TYPIC <br />WALL <br />NOTE: PENbING 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 />(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 />RFAM nn RAIRM FNTRY <br />CROSS BRACING DETAIL JYP.)(�_,� vvj �- I UU �w I I I vv"� HIP/RIDGE BLOCKING DETAIL MASONRY WALL KNEEWALL @ ENTRY FRONT WALLr6 <br />SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS <br />EXTERIOR,' <br />ATTACHED <br />SCHEDULE <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 />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 1,SEE PLAN L. <br />w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) — FOR CANT <br />2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 1 Od INTO BEAM - SEE <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A wl BEAMS TOGETHER ROOF PLAN FOR MORE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIMPSON HTS20 w/ (24) 1 Old x (10) 8d NAILS INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH SEE FLOOR PLAN FOR <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE& BASE OSB FLITCH PLATE <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED 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 L INDICATED ON BM. TO STUDS w/ (3) 16d AT <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. & ADDITIONAL INFO. L___ SCHEDULE/PLAN <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd ___--7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROO AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-10'. OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C w/ (3) 1 Od PER NAILING SCHEDULE <br />O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION <br />NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON BM. TO POST ATTACHMENT (A <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B AT 48" O.C. SEE ROOF PLAN 11= 1 1-0.. <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 4 K� FOR BEAM SIZE & SCALE: 3/4 M. SPLICE OVER F 2x DOUBLE LEDGER, <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A �� A w/ (4) 16d NAILS TO EA. <br />2X4 BLOCKING z SEE PLAN FOR END OF TRUSS THEN <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP --/ TOP OF BEAM ATTACH SECOND PLY <br />MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d <br />DIRECTION TYP. NAILS AT 24" O.C. <br />A <br />DIA NAL_ 4—/ 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 1 Od NAILS <br />AT 8'-0" x ­@—�—WOOD <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18w/(14) OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS 1 Od NAILS TYP. U.N. 0. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od CANTILEVER IF MTS1 8 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 1 Od NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR <br />COLUMN SIZE & TYP. U.N. 0 . LOCATION AND DIRECTION <br />2X4 CONT. A —CONC.MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) <br />BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT <br />0. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />.0 SCREWS EACH SIDE) (TYPICAL) <br />A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF <br />r PLAN FOR MORE INFO SCALE:NTS <br />DETAIL @ INTERIOR BEARING 5" <br />SCALE:NTS COMMON BM. ATTACHMENT � �18 <br />----------ZWOOD TRUSS J A 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 />,ik VARIES 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 1 Od NAILS AT TOP <br />NAILING SCHEDULE OUTLOOKER <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. <br />16" O.C. W/ (4) 12d i I 2x BLOCKING BETWEEN STUDS <br />­14 L COMMON TRUSSES. ATTACHED PER --------- <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END —MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES <br />1 NUU I UN/AlL Orlr—/-X ININU <br />NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WAL STUD) <br />SCHEDULE 1_�, SHEATHING ATTACHE <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />J� <br />VARIES W/ jjkVARIES SEE PLAN 2X4 BASE PLATE W/ 1/2" PLYWOOD— NAILS @ 16" O.C. ALONG W/ <br />FOR WALL LOCATION SIMPSON LSTA30 w/ <br />ROOF SLOPE SIMPSON MTS12 W/ (14) 10d x <br />(2) 16d NAILS TO <br />(22) 1 Od NAILS OR 1 1/2" NAILS TO BLOCKING <br />A EACH COMMON <br />WOOD WALL—\ BELOW @ 16" O.C. <br />1 (14) 1 Od x 1 1/2" NAILS <br />MIN. 2X4 #2 SPF STUDS @ SIMPSON MTS1 2 W/ TRUSS/ FRAMING <br />OR TRUSS. '--2X4 CONT. W/ (2) TYP TOP & BOTTOM <br />16" O.C. W/ EXTERIOR TO FLOOR GIRDER <br />SEE PLAN 16d COMMONS —1 <br />SHEATHING ATTACHED BELOW @ 16" O.C. <br />PER NAILING SCHEDULE & Y WALL BELOW: SIMPSON PLYWOOD <br />NAILS EACH '4 . —_ \_ I xx <br />STUD TYP. T&B MASONR <br />(3) 12d TOENAILS TO :dl HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ <br />FLOORING <br />TRUSS OR OL SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/---// Z(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 r_ A I r_ 114 -;, I U 114 1_3 r_ r_ 1 1­1 U Z) SIMPSON LUS24-2 w/ (16) <br />INFO. FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />SHEAR TRANSFER SECTION @ FLOOR SECTION AT HIP GABLE CONNECTIONS TO G.T. <br />EXTERIOR. WALL SECTION @ ENTRY K8N� CONNECTION r22�� SECTION @ BUMP OUTr'39"'� <br />SCALE:NTS SCALE: NTS SCALE: NTS SCALE:NTS 77 SCALE: NTS <br />DETAILS & SECTION <br />U3 <br />LW <br />). <br />C= <br />L; C, <br />cc <br />- cj C,4 <br />5 a >-4 <br />_; = C3- <br />Cc <br />p .:c <br />cc <br />cn <br />CO <br />% N%j%W <br />BRO <br />N <br />�A S <br />0. <br />U <br />q <br />FLO <br />N� <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 />Florida Building Code - <br />Residential 7th Edition. 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