Laserfiche WebLink
-v <br />m <br />w <br />00 <br />N <br />LO <br />J <br />0 <br />M <br />i <br />m <br />S8 <br />CV <br />Cr <br />C <br />0 <br />J <br />�p <br />Q <br />N <br />M <br />v <br />L <br />C <br />En <br />O <br />H <br />N <br />N4 <br />FL <br />0 <br />s <br />C <br />i <br />a <br />a <br />0 <br />0 <br />J <br />N <br />N <br />n <br />0 <br />N <br />S <br />W <br />S <br />0 <br />CROSS BRACING DETAIL (TYP.) <br />SCALE:NTS <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGEMAY 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 />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSSI _�_i <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS <br />1 <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 />TB <br />PRE-ENG. TRUSS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — <br />MAX &EACH END ALTERNATE e CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. <br />��— WOOD TRUSS <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <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 <br />SCALE:NTS <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <br />SEE ROOF <br />PLAN 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 />(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 />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 TIE BEAM <br />CONC. MASONRY <br />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 />VARIES <br />2X4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d <br />TOENAILS TO TOP <br />PLATE & (2) 12d END — <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />��-- <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 WALL <br />; <br />a <br />—MIN. <br />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 />16" O.C. MAX. <br />INFO. <br />SECTION @ ENTRY <br />r8 <br />SCALE:NTS <br />SIMPSON LSTA18 <br />w/ (12) 10d NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />HIP <br />G.T <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: 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 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 />BEAM @ RAISED ENTRY <br />2 MASONRY WALL 4 <br />SCALE:NTS <br />SIMPSON HUC410 w/ (14) <br />SEE PLAN <br />1 FOR CANT. <br />16d INTO HEADER & (6) <br />10d INTO BEAM - SEE <br />ROOF PLAN FOR MORE <br />INFO <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />7/16 OSB FLITCH PLATE <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />INDICATED ON BM, <br />SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN <br />FOR <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION AINDICATD ON B. SCHEDULE <br />C EDUE E/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO 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 F A <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 />2X4 STUDS w/ SIMPSON <br />SP1 w/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />BASE PLATE W/ <br />r2X4 <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />SIMPSONMTS12w/ <br />(14) 10d x 1 1/2" NAILS <br />71 <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE PLAN FOR <br />SEE PLAN FOR <br />DIRECTION <br />CONNECTION <br />SECTION @ FLOOR <br />CONNECTION <br />r22"� <br />SCALE: NTS <br />SCALE: 3/4"=V-0" <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />TRUSS <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <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 />'d \_9 MASONRY WALL BELOW: SIMPSON <br />4.. 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 />COMMON TRUSS <br />40.SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE <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 PLAN <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL MY ENTRY FRONT WALL <br />SCALE:NTS <br />2X4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3) 16d AT <br />SEE 2ND FLOOR WALL SECTION <br />EACH STUD - TOENAIL ROOF AND EXTERIOR <br />EACH TRUSS TO NAILER 7SHEATHING ATTACHED <br />W/ (3) 10d PER NAILING SCHEDULE <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 />SIMPSON LUS26 w/ (8) 10d NAILS —j <br />OR IF 2 PLY TRUSS SIMPSON <br />LUS26-2 w/ (8) 16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X10 #2 SYP CONT. LEDGER w/ 3 <br />() <br />LOCATION AND DIRECTION <br />1/2" X 41/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 202 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 />� <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 />L PLYWOOD <br />FLOORING <br />T. <br />LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G <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 <br />DETAILS &SECTIONS <br />N <br />d <br />Z <br />C3 <br />a <br />a_= o <br />C m cj, <br />N <br />m x <br />�o <br />N -O C Z <br />Q W CN <br />3= " <br />w E <br />d� � <br />3:# ` <br />W u u <br />H a� <br />_ E <br />. , <br />< ate. �,•......,, <br />`�•. <br />` .•��`J�. <br />'00- <br />FLQNN <br />-i <br />I'l <br />'!'�zr'1�11111 <br />l ! 1111�e�oti���\�, <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 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />d� <br />a <br />o <br />N <br />0 <br />0 <br />N c <br />Co <br />0 <br />ANC <br />ari <br />4 <br />aj M . . LL <br />-S LL w <br />_ <br />�� a 5 <br />{a� <br />9Ao� <br />rI <br />W <br />2 Or 0 <br />-9 <br />Z <br />IL <br />i-W" 01 <br />� MZ a <br />Z <br />N OU U <br />W <br />❑❑ <br />(D 2 V <br />0 <br />z � <br />J <br />tZ � <br />N <br />-- 1 <br />z10 <br />�N <br />v <br />p a <br />U <br />0 <br />w 9 <br />un <br />U � <br />W � <br />.® <br />Q <br />< <br />N O1 <br />M <br />ch <br />z <br />Z <br />s <br />riU_ <br />ra E <br />¢ <br />� ¢O <br />a 8 <br />o <br />' <br />Z 0o <br />os <br />a�2 <br />u0 <br />zcr� <br />g <br />rz <br />(n <br />C$ <br />C: <br />ao <br />iV <br />m0 <br />i <br />zz <br />z <br />J <br />�a <br />> <br />w <br />�b <br />O g <br />K O <br />NZ <br />? <br />o <br />¢ <br />IIIIIIIIIIIII� <br />' <br />a <br />° <br />O <br />> L0 <br />L0 <br />Q <br />c� <br />CIDCL <br />O <br />O <br />p <br />Y <br />T <br />-6 <br />U) G <br />J <br />N <br />m <br />L✓n <br />T <br />* j <br />O <br />u- <br />'d <br />0) <br />O <br />C37I <br />coM <br />O <br />00 <br />CN <br />m CD <br />L 0 <br />CV <br />00 <br />00 ^ <br />r <br />LO <br />0 <br />Z <br />cc <br />m <br />E T <br />N <br />c <br />a <br />v � <br />ui <br />a o <br />JOB NO: <br />23-06141 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />D1 <br />