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q <br />/1 P'1 .r% e% e% n r1 A /-1 1 S I /1 A r T A I I /-T\ / r1 <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 w/ 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. CB <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />YY/ r--IVW IW 1,-r1Vi I I I\V VV YYLI,.) <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 />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �TB <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, pg B <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. ----\ . A A . <br />v <br />v <br />LO <br />1-0 <br />0 <br />LO <br />00 <br />i <br />3 <br />m <br />s <br />LO <br />0 <br />J <br />M <br />00 <br />In <br />1 <br />00 <br />E <br />0 <br />S <br />n: <br />1 <br />-----/-WOOD TRUSS-J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />VARIES W/ <br />ROOF SLOPE <br />WOOD WALL-\ <br />OR TRUSS. 2X4 CONT. W/ (2) <br />SEE PLAN 16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />- TRUSS OR <br />ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL <br />SCALE:NTS <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />TRUSS <br />:393 <br />SEE ROOF <br />PLAN F 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 />HIP <br />G.T <br />(2) 12D NAILS --I <br />AT 12" O.C. MAX <br />11 1 r1 / r1 1 rl% e% r• r% 1 tl% r1 1/ 1 w I e% r1 r- T A I I <br />SCALE:NTS <br />(2) 2x8 #2 SYP wj <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) 1Dd <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 @ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE:NTS <br />SIMPSON LSTA18 <br />VERTICAL SCAB 2 x 6 <br />wI (12)10d NAILS <br />SIMPSON HUC410 w/ (14) <br />L.SEE PLAN <br />#2 SPF 48" O.C. W/ O 4 <br />CENTERED AT <br />16d INTO HEADER & (6) <br />FOR CAN <br />10d TOP & BOTTOM <br />SPLIT TO TIE <br />10d INTO BEAM - SEE <br />OR SIMPSON H2.5A w/ <br />SEAMS TOGETHER <br />ROOF PLAN FOR MORE <br />(10) 8d NAILS <br />INFO <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN <br />RAFTER <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A <br />OPTION B CONNECTION INFO <br />OPTION C <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />C EDULE/PLANM <br />SCHEDULED <br />WOOD SCREW EACH <br />TRUSS O10)8dSIMPSON <br />OL <br />H2.5A w/ (10) 8d N <br />NAILS <br />COMMON BM. TO POST ATTACHMENT <br />A <br />AT 48" O.C. <br />SEE ROOF PLAN <br />SCALE: 3/4"=1'-0" <br />BEVEL CUTS <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />CL CENTER OF POST <br />(OPTIONAL) <br />A A <br />I <br />SEE PLAN FOR <br />I <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'-O"O.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO TIE BEAM <br />2X4 CONT. AT-/ CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING <br />SCALE:NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />ROOF SHEATHING <br />ATTACHED PER <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />TOENAILS TO TOP SEE TRUSS PLAN <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />BOTTOM CHORD PLATE <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />MIN. 2x4 #2 SPF STUDS @ <br />16" O.C. W1 EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />e <br />MIN. 2x4 #2 SYP P.T. PLATE <br />�.'. <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />o <br />9' <br />16" O.C. MAX. <br />INFO. <br />SECTION <br />@ ENTRY <br />$ <br />SCALE:NTS <br />SIMPSON MTS18 w/ (14) -� <br />10d NAILS TYP. U.N.O. SEE PLAN FOR <br />CANTILEVER IF <br />SEE FLOOR PLAN FOR INDICATED <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />.av , <br />•a. <br />CORNER d SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />/Y <br />COMMON BM. ATTACHMENT <br />SCALE:NTS <br />SEE 1/S5 FOR- <br />ADDITIONAL <br />OUTLOOKER <br />EXTERIOR SHEATHING INFO. <br />ATTACHED PER <br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE <br />SP1 w/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR GABL <br />MORE INFO. TRUSS <br />2x4 BASE PLATE W/ <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />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 22 <br />SCALE:NTS <br />° <br />SIMPSON <br />MTS18 w/ (14) <br />10d NAILS <br />TYP. U.N.O. <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />8d NAILS AT <br />4" O.C. <br />SEE PLAN FOR <br />VALLEY TRUSS <br />INFO. <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 (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />TO GABLE TRUSS <br />COMMON TRUSS <br />4o.SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE rj_2_'� <br />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 DETAIL 4/D1 <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL 6 <br />SCALE: NTS <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3)16d AT <br />EACH STUD - TOENAIL <br />ROOF AND EXTERIOR <br />EACH TRUSS TO NAILER <br />SHEATHING ATTACHED <br />w/ (3)10d <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <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 />• <br />SIMPSON LUS26 w/ (8) 10d NAILS <br />OR IF 2 PLY TRUSS SIMPSON <br />ZSEE <br />LUS26-2 w/ (8)16d NAILS TO <br />FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FORLOCATION <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />AND DIRECTION <br />1/2" X 41/2" 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 ROOF 9 <br />SCALE: NTS <br />LOW ROOF/WALL <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <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 />(2) 12d NAILS TO EACH VERTICAL <br />STUD) <br />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 />PLYWOOD <br />FLOORING <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:NTS ��j <br />DETAILS &SECTIONS <br />X, <br />0 <br />E3 <br />to C� <br />4 <br />C6 a <br />.V <br />0 L <br />10 <br />e <br />m <br />F_ s <br />~— 8 <br />0M <br />m M <br />N-25MCI <br />o00 <br />C) 2 <br />� 0 <br />�U_00 <br />00 <br />Q. <br />¢0) <br />C/3 <br />Loav <br />aQ o <br />A I <br />ED. <br />'�V <br />'�'l 1 <br />/r <br />p <br />.w <br />UI O 3 "I <br />+� Z W gN6z w z <br />d_ M <br />W>a'LLo a <br />ti _ z <br />a <br />Z ¢ pcG Oc4 <br />O <br />M <br />C <br />N o <br />LLz yME�' <br />W a N<M a <br />O U OO <br />www.rns ❑ ❑ <br />�N\N <br />�� <br />01" E S S I O e. F <br />��S <br />11011r/t1111110��t`� <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />€z <br />WQ <br />�x <br />i5 <br />W<IrM <br />Pz00 <br />Z W g <br />Lu <br />1�0 <br />Co <br />'^ <br />W <br />L <br />> <br />z <br />O <br />zz <br />zz <br />z <br />,� <br />z <br />Q <br />I— <br />c) <br />5 <br />= <br />a. <br />W <br />W <br />a <br />O <br />`J <br />06 <br />J W <br />f <br />= <br />C/) <br />J� <br />o PZ <br />o <br />P <br />W <br />LL, <br />.aaaZ-C <br />1 ` <br />a Q <br />a <br />Q <br />~� f�g <br />L5 <br />8=0 <br />Z <br />Z <br />& <br />W <br />J <br />Ln <br />?--I <br />�Uj" <br />F <br />Ll.l <br />18 <br />a d <br />O <br />00 <br />Q <br />Z <br />z <br />Paz <br />DNS <br />k <br />Ln <br />Z <br />o <br />m <br />oo <br />_ <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4v0 <br />SHEET NO. <br />D1 <br />