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01 <br />00 <br />L0 <br />O <br />LO <br />c <br />S <br />rN-- <br />Cr <br />J <br />0 <br />I <br />m <br />00 <br />M <br />LO <br />cn <br />B <br />J <br />0 <br />I <br />L0 <br />L <br />v <br />Cn <br />"L <br />Q <br />I� <br />d <br />E <br />F2 <br />N <br />O <br />Cc <br />J <br />N <br />12 <br />0 <br />CUI <br />0 <br />a <br />a <br />0O <br />LZ <br />N <br />0 <br />0 <br />0 <br />a <br />N <br />N <br />15 <br />0 <br />a <br />m <br />v <br />N <br />SEE ROOF <br />PLAN SHE <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 />N 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 />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 />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />(2) 12D NAILS } <br />AT 12" O.C. MAX <br />BEAM @ RAISED ENTRY <br />CROSS BRACING DETAIL JYP)r—,'�' HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL r4 KNEEWALL @ ENTRY FRONT WALL 6 <br />SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS <br />SSES <br />HIP <br />G.T <br />TYPIC <br />WALL <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 44 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 />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.MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN <br />w/ MIN. (4) 12d WHEN �� CENTERED AT SIMPSON HUC410 w/ (14) FOR cANT.'� <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) 16d INTO HEADER & (6) <br />2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM - SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x7 <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL <br />COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. IL — SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O PT I O N A S DICAT DlP N BM OPTION B. CONNECTION IN, OPTION C. w/ (3) 10d PER NAILING SCHEDULE <br />O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION <br />NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENTrA FOR ADDITIONAL INFORMATION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. <br />SEE ROOF PLAN SCALE: 3/4"=1'-0" <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, <br />BM. SPLICE OVER <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 END OF TRUSS THEN <br />2X4 DIAGONAL AT 8'-0" O.C. SEE PLAN FOR ATTACH SECOND PLY <br />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM w/ (3) ROWS OF 16d <br />DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. <br />A NAILS AT 24" O.C. • <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD � SIMPSON LUS26 w/ (8) 10d NAILS <br />MAX TRUSS iC �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR <br />COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION <br />2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BILOCKINGINFO) E 2/D2 FOR <br />BEARING SUPPORT - MIDDLE <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 />A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF rg <br />DETAIL @ INTERIOR BEARING <br />3 f5/ PLAN FOR MORE INFO SCALE: NTS <br />WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT 18 <br />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 />VARIES _ 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR ( ) <br />ATTACHED PER ADDITIONAL SEE PLAN FOR l w/ SIMPSON SP1 w/ 10 10d <br />8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON <br />NAILING SCHEDULE SP2 w/ 12 10d NAILS AT TOP <br />OUTLOOKER LOOKER ) <br />INFO. <br />2x4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d _.AIL � COMMON TRUSSES. EXTERIOR SHEATHING INFO. <br />" ATTACHED PER � 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP —�— �— SEE TRUSS PLAN 2x4 STUDS w/ SIMPSONNAILING SCHEDULE11 <br />TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END MIN. 2 2x4 ' FOR CONNECTION SP1 w/ 10 10d NAILS ` EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING NAILS TO TRUSS O ( ) 7 1 (2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR ` t <br />PLATE MORE INFO. TRUSS LOW ROOF/WALL ' STUD) <br />SCHEDULE - - SHEATHING ATTACHED ^ 2x BASE PLATE W/ (2) 12d <br />- VARIES SEE PLAN <br />% PER NAILING SCHEDULE �i <br />VARIES W/ _ 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE - FOR WALL LOCATION SIMPSON LSTA30 w! 1/2 PLYWOOD = SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR (2) 16d NAILS TO <br />WOOD WALL � EACH COMMON I -I �� 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ �� j BELOW @ 16" O.C. <br />TRUSS/ FRAMING 1 <br />(14) 10d x 1 1/2" NAILS ; <br />61 O.C. W/ EXTERIOR @ TO FLOOR GIRDER <br />OR TRUSS. 2X4 CONT. W/ 2 <br />SEE PLAN 16d COMMONS) — SHEATHING ATTACHED BELOW 16 O.C. TYP TOP &BOTTOM_ - <br />NAILS EACH @ <br />STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD <br />(3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2 NAILS @ FLOORING <br />TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL 7 4'-0" O.C. TO GABLE TRUSS ' <br />y <br />ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />a.. --- -- - -- <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />°P W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER INFO. �D SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END <br />EXTERIOR. WALL SECTION @ ENTRY r8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS <br />SCALE: NTS <br />DETAILS & SECTIONS <br />C� a <br />W <br />c <br />cc <br />3a� <br />is a� u d <br />o <br />CC <br />� U <br />.y, <br />o. <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />rn <br />H s <br />ao �3 <br />04 � <br />U0 r <br />W N <br />fi a <br />�N0O LL <br />m . 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