Laserfiche WebLink
CROSS BRACING DETAIL (TYP.)r1 <br />SCALE:NTS <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE <br />ED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAIL <br />w/ MIN. (4) IL 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. 4CB <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. Dg <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS <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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - <br />MAX &EACH END ALTERNATE , A CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. <br />----L-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 />.: - <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 r7 <br />SCALE:NTS <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <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 />�A TRUSS <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 USSES HIP <br />SIDE OR BOTH IF REQ'D) C. <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 />2X4 CONT. ATE 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 />OIL VARIES <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 FSPFTEOP INFORMATION. <br />BOTTOM CHORD <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />MIN. 2x4 #2 SPF STUDS @ <br />If 16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />OL SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALLto <br />MIN. 2x4 #2 SYP P.T. PLATE <br />4W/ <br />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 <br />@ ENTRY 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 INFI <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP @ TRUSS E <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 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 />2 MASONRY WALL 4 <br />SCALE: NTS <br />L. <br />3IMPSON HUC410 w/ (14) SEE PLAN <br />FOR CANT. <br />6d INTO HEADER & (6) <br />0d INTO BEAM - SEE <br />1OOF PLAN FOR MORE <br />VFO <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSS FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON <br />SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT (A <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 />AA <br />SEE PLAN FOR <br />0. <br />O <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />COMMON BM. ATTACHMENT <br />SCALE:NTS <br />SCALE: 3/4"=V-0" <br />lu. <br />MIDDLE <br />BM. SPLICE OVER <br />CENTER OF POST <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 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 />EACH TRUSS TO NAILER <br />W/ (3)10d <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) 10d NAILS - • <br />OR IF 2 PLY TRUSS SIMPSON <br />LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN <br />LEDGER AND J/S6 FOR MORE INFO. <br />2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR <br />1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION <br />LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR <br />FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />SCREWS EACH SIDE) (TYPICAL) <br />SECTION AT LOW ROOF 9 <br />SCALE:NTS <br />2x STUDS @ 16" O.C. <br />SEE 1/S5 FOR SEE PLAN FOR <br />w/ SIMPSON SP1 w/ (10) 10d <br />ADDITIONAL <br />8d NAILS AT <br />VALLEY TRUSS <br />NAILS AT BASE & SIMPSON <br />SP2 w/ (12) 10d NAILS AT TOP <br />OUTLOOKER 4" O.C. <br />INFO. <br />EXTERIOR SHEATHING <br />INFO. <br />2x BLOCKING BETWEEN STUDS <br />ATTACHED PER <br />2X4 STUDS w/ SIMPSON <br />NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />AT SASE SEE J/S6 FOR <br />GABL <br />(2) 12d NAILS TO EACH VERTICAL <br />MORE INFO. <br />TRUSS <br />LOW ROOF/WALL <br />STUD) <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ <br />EACH COMMON <br />BELOW @ 16" O.C. <br />(14) 10d x 1 1/2" NAILS <br />TRUSS/ FRAMING <br />TO FLOOR GIRDER <br />TYP TOP & BOTTOM <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 />�• 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 a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />TO GABLE TRUSS <br />a COMMON TRUSS <br />° SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE rj� <br />SCALE:NTS <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS W/--"' <br />Z- (2) 2x6 BLOCKING UNDER- FLOOR G.T. <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION <br />.BUMP OUT 39 <br />SCALE: NTS <br />DETAILS &SECTIONS <br />0 <br />p <br />CC a <br />O W <br />= � <br />_ag <br />m <br />ILI�,�� <br />In <br />Nf O f4 <br />E_. <br />0:.� <br />� .C3 <br />_ E <br />a <br />i 111 NJl/� j <br />,\,``\`�,1q►I <br />�R0It <br />®- • �,N <br />�G <br />5 O� <br />CMG 4t-4 <br />S <br />R0FFSS%0'1 <br />��•�IIJJJI it I lilt`�,���`` <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />H <br />W -,or F <br />5co 8(00 <br />, _ <br />O rLN -. N <br />t; � <br />0!n NO0 �2. <br />* t� <br />0 �r�v z2SS � <br />.4 C -r 5 k LLJ <br />� LL 5 a <br />— "0 d 2 <br />11 <br />0 <br />.� ��6 <br />1 Lam.E, o <br />N <br />U) <br />Do <br />Z NZ ¢ J <br />ILW <br />,n N <br />V= OU <br />W ❑❑ <br />to <br />M co <br />CO <br />z N co <br />O <br />z W <br />QryO <br />prp Q <br />r_ <br />VI <br />V) zCz <br />w <br />V <br />O,,, $ <br />N N <br />�N U) <br />ww <br />v <br />t <br />W � <br />- E <br />AU), <br />o <br />N Ol <br />J� <br />W <br />M <br />M <br />z <br />p <br />Z <br />G <br />E <br />zo <br />>M <br />z o <br />Z® <br />CL o <br />E U <br />w� <br />z <br />oa <br />F— r0 <br />g o <br />a�°Z <br />00 <br />z <br />�� <br />�% �— <br />0 <br />L <br />cn C <br />O <br />G . <br />z< <br />W <br />mO <br />z <br />U <br />F <br />W <br />2 <br />W <br />can <br />A <br />a <br />m ti <br />m <br />a= <br />�3 <br />J <br />J <br />Q¢ <br />�o <br />v <br />qI <br />E <br />3 <br />0 <br />y0 <br />= <br />> CSC <br />Lid <br />LO <br />m <br />m <br />2 <br />,•-� <br />Q <br />c� <br />LO <br />CM <br />Ise, <br />Cr 0 <br />CD <br />U) m � <br />N <br />m <br />ULO <br />Q� <br />p 1 N <br />0) <br />CD <br />LO <br />LO <br />r <br />Q t r <br />r <br />r <br />'^ M <br />u , <br />o <br />z <br />m <br />Z <br />iri <br />EN <br />E <br />c� Q o <br />JOB <br />NO: 23-00519 <br />SCALE : AS NOTED <br />SHEET NO. <br />D 1 <br />