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3 <br />Cr <br />a <br />m <br />`v <br />< <br />t2 <br />a <br />9 <br />co <br />co <br />CAD <br />0 <br />I <br />m <br />L <br />v <br />0 <br />Q <br />r2 <br />M <br />0 <br />0 <br />t <br />N <br />i <br />O <br />a <br />Y <br />Q <br />N <br />a <br />E <br />H <br />N <br />x <br />v <br />J <br />y <br />a� <br />r7 <br />E <br />D <br />v <br />U <br />v <br />0 <br />a <br />a <br />0 <br />U <br />J <br />Cq <br />N <br />LO <br />4: <br />0 <br />0 <br />0 <br />a <br />0 <br />0 <br />4 <br />v <br />v� <br />/1r%/1e%e% r1r% A /"%1w 1&'% r%r-T A 11 /T\/r% <br />SCALE:NTS <br />TRUSS NOTES: <br />CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE <br />MAY B <br />TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED <br />( 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 />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 />v ITI * IT 14 <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT —TB <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 16B <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 />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - <br />^ CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. —� <br />'---/—WOOD TRUSS -J J <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 />WOOD <br />TRUSS <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />2X4 BLOCKING TYP. <br />BETWEEN TRUSSES TRUSS <br />SECT A A TA <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) G.T <br />(2) 12D NAILS --' <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE:NTS <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 c@ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE:NTS <br />VERTICAL SCAB 2 x 6 <br />SIMPSON LSTA18 <br />w/ (12) 10d NAILS <br />SIMPSON HUC410 W/ (14) <br />SEE PLAN L. <br />FOR CANT. <br />#2 SPF 48" O.C. W/ (4) <br />CENTERED AT <br />16d INTO HEADER & (6) <br />10d TOP & BOTTOM <br />SPLIT TO TIE <br />10d INTO BEAM - SEE <br />OR SIMPSON H2.5A w/ <br />BEAMS TOGETHER <br />ROOF PLAN FOR MORE <br />(10) 8d NAILS <br />INFO <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. AT-/ CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING r3 <br />SCALE:NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />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 SPF TOP INFORMATION. <br />BOTTOM CHORD PLATE <br />ARIES SEE PLAN <br />FOR WALL LOCATION <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 />MIN. 2x4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE o <br />16" O.C. MAX. <br />INFO. ° <br />SECTION,j@ ENTRY <br />r8 <br />SCALE:NTS <br />��j <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />FOR COLUMN SIZE INDICATED ON BM. <br />& ADDITIONAL INFO. SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON SCHEDULE/PLAN M OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT A <br />SEE ROOF PLAN <br />SCALE: 3/4"=1'-0" <br />FOR BEAM SIZE & <br />CONNECTION INFO. BM. SPLICE OVER <br />F-1 <br />CENTER OF POST <br />I SEE PLAN FOR /-6 <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 />o° e <br />CORNER SEE FOUNDATION <br />Lt PLAN FOR MORE INFO <br />A <br />COMMON BM. ATTACHMENT ( �18 <br />SCALE:NTS <br />1/ -bill" <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 s <br />SCALE:NTS <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3) 16d AT <br />EACH STUD - TOENAIL ROOF AND EXTERIOR <br />EACH TRUSS TO NAILER SHEATHING ATTACHED <br />w/ (3) 10d 7__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 />• <br />SIMPSON LUS26 w/ (8) 10d NAILS <br />ZSEE <br />OR IF 2 PLY TRUSS SIMPSON <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 FOR <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />LOCATION AND DIRECTION <br />1/2" X 4 1/2" 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 g <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 />V TR <br />USS RUSS <br />NAILS AT BASE & SIMPSON <br />OUTLOOKER 4" O.C. <br />INFO. <br />SP2 w/ (12) 10d NAILS AT TOP <br />EXTERIOR SHEATHING <br />INFO. <br />ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />2x4 STUDS w/ SIMPSON <br />NAILING SCHEDULE <br />if <br />TO TRUSS W/ (2) 12d TOENAILS <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />AT BASE 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 wl (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 />-- - <br />-— <br />(14) 10d x 1 1/2" NAILS <br />TRUSS/ FRAMING <br />TO FLOOR GIRDER <br />TYP TOP & BOTTOM <br />j <br />BELOW @ 16" O.C.xx <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 />UCOMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE rj_2� <br />SCALE:NTS <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS W/� L (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 <br />DETAILS & SECTIONS, <br />C14 , <br />o <br />d <br />g, <br />cc o <br />o ' <br />��,�o�•c�, dlg l l lidllf/�r � <br />J �® <br />FLO <br />RO�ESS%0� <br />\`\11 <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, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a) <br />W �E <br />a <br />et 8 <br />/a <br />V W N 00 <br />0y � N <br />YI , '2 R J <br />(♦7 Qj CNM "t <br />Q J LL w <br />CO <br />J u LL a- <br />0 <br />Z - �d d <br />cc O <br />t <br />W 0 <br />w <br />Zam <br />L U WZCC) Z0 <br />ZONM <br />ML . . < <br />oOU <br />0 <br />V M � <br />N M <br />� O <br />Z N <br />z o � <br />N <br />V) Z �o <br />6 0 <br />LL <br />4- Cn <br />Q m <br />U <br />0 o <br />L.0 <br />N <br />N (_ <br />U <br />J <br />_ e <br />L <br />15 <br />U o N <br />c <br />Q <br />Q <br />Nco <br />o <br />w <br />CO <br />Z <br />� <br />E <br />zo <br />�'' <br />>� <br />0o <br />Z® <br />Q O <br />U <br />H � <br />a <br />< 0 <br />z� <br />00 <br />�oU <br />CL <br />o E <br />N ro <br />L¢ <br />U <br />rF <br />do <br />¢o <br />U <br />O� <br />az <br />�z <br />� <br />N C <br />o <br />Y <br />m g <br />o <br />Z <br />(`/i a� <br />J <br />iz <br />> <br />¢ w <br />Cn <br />o <br />as <br />_ <br />W <br />U � <br />�2 <br />x <br />JCO <br />aF <br />'_ <br />to <br />Ir <br />Mw <br />za <br />$ <br />o3 <br />°O <br />= <br />In <br />> CU <br />LO <br />Li J <br />m <br />� <br />Q <br />M <br />:3 MO <br />M <br />CS <br />O <br />Y <br />m <br />0° <br />LO <br />¢I <br />CN <br />CV <br />LnT <br />r— <br />Q LO <br />T <br />o <br />Z <br />E <br />E <br />C <br />a <br />c0 _j ¢ o <br />JOB <br />NO: 22-06466 <br />SCALE : AS NOTED <br />SHEET NO. <br />D 1 <br />