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0 <br />A <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: N.T.S. <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 />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 />YY/ G-IVu `L" Ll1V11 I\V VV YY L4 <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 />ITI I-M 14 <br />TB <br />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 />A CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. —� <br />----/- WOOD TRUSS <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: N.T.S. <br />PORCH SLAB SEE <br />FOUNDATION PLAN <br />I <br />EXTEND <br />SLAB 1 1/2" <br />(2) #5's CONT. T&B w/ <br />#3 STIRRUPS AT 4'-0" <br />WHEN DEPTH <br />EXCEEDS 30" <br />GRADE <br />04 <br />PORCH SILL 15 <br />SCALE: N.T.S. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />TRUSS <br />M <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) #7X 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 RAFTERS FOR SPANS 4FT TO 8FT <br />2X4 RAFTERS FOR SPANS LESS THAN <br />4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO 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 />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />FOR B <br />SEE FLOOR PLAN --' SEE PLAN FOR <br />RG. OR REQ'D STAIR INFO. <br />NON-BRG. WALL IF CONCRETE STAIRS <br />FORMED & POURED <br />W/ (1) #5 EACH STEP <br />2'1 <br />a <br />w <br />411 <br />z <br />^ <br />U) <br />• <br />a <br />N <br />PORCH SLAB SEE <br />FOUNDATION PLAN <br />w <br />(2) #5's CONT. T&B <br />ai <br />z <br />W/ #3 STIRRUPS AT <br />N z <br />4'-0" WHEN DEPTH <br />'- <br />EXCEEDS 30" <br />LOWER OR <br />GARAGE SLAB <br />1,_411 <br />SEE PLAN <br />LARGE <br />STEP <br />DOWN <br />17 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. 4-- <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 />SES <br />(2) 12D NAILS —I' <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: N.T.S. <br />HIP <br />G.T <br />WOOD POST. SEE FLR <br />PLAN FOR SIZE & BASE <br />CONNECTION <br />PORCH SLAB SEE <br />FOUNDATION PLAN <br />1'-4" <br />SEE <br />PLAN <br />EXTEND <br />SLAB 1 1/2" <br />(2) #5's CONT. T&B w/ <br />#3 STIRRUPS AT 4'-0" <br />WHEN DEPTH <br />EXCEEDS 30" <br />ENTRY PORCH SILL �14 <br />SCALE: N.T.S. <br />WOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN <br />FOR COLUMN INFO <br />WOOD OR MASONRY <br />INTEGRATE MASONRY <br />ABOVE MASONRY <br />KNEEWALL INTO CMU BASE OR <br />PIER SEE FLOOR <br />MAIN HOUSE PER ELEVATION IF <br />PLAN FOR COLUMN <br />REQUIRED <br />INFO <br />MASONRY KNEE WALL MAX 3 <br />COURSES w/ TOP K.O. COURSE <br />CM BASE W/ (1) #5- <br />II w/ (1) #5 CONT. FILLED CELL <br />VERTICAL EACH <br />REQ'D @ MID SPAN MAX 6'-8" <br />CORNER FILLED <br />MAX 3 <br />SOLID. SEE ELEV. <br />COURSE <br />FOR BASE SIZE <br />T=MMM <br />(3) #5's EA. WAY- <br />J� ju I • <br />811 <br />SLAB PORCH SLAB SEE <br />LEVEL FOUNDATION PLAN <br />TOP COURSE TO <br />BE CHAIR BLOCKS. <br />ENTIRE BASE TO <br />BE FILLED SOLID <br />SEE ELEV. FOR <br />BLK HGT. <br />#5 REBAR CONT <br />@ SLAB LEVEL <br />EXTEND SLAB <br />1 1/2" BEYOND <br />BLOCK FACE <br />EXTEND <br />SLAB 1 1/2" <br />SEE CUT (2) #5's CONT. T&B w/ �, z <br />CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" <br />MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH <br />ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" <br />TO DRAIN WATER <br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN <br />ENTRY PORCH SILL �16 <br />SCALE: N.T.S. <br />SIMPSON LSTA18 <br />W/ NAILS <br />_ <br />SIMPSON HUC410 w/ (14) <br />CENTERED AT <br />16d INTO HEADER & (6) <br />LIT O <br />SPLIT TO TIE <br />10d INTO BEAM - SEE <br />BEAMS TOGETHER <br />I ROOF PLAN FOR MORE <br />INFO <br />SEE FLOOR PLAN FOR <br />SEE PLAN <br />FOR CANT. <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION IN 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 />INDICATED ON BM. CONNECTION INFO r1 nT 1 r'1 A 1 n <br />OPTION A SCHEDULE/PLAN <br />OPTION B <br />EXTERIOR SHEATHING <br />COMMON <br />BM. <br />TO <br />POST ATTACHMENT <br />ATTACHED PER SEE ROOF PLAN <br />NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. <br />CONNECTION INFO. BM. SPLICE OVER <br />2x4 BASE PLATE W/ <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />r r' 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: N.T.S. <br />2x4 STUDS w/ SIMPSON - <br />SP1 w/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <br />i <br />SIMPSON (2) HTS20 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 />T P FB AM <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />0 <br />CORNER- SEE FOUNDATION <br />I [�PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE: N.T.S. <br />ju <br />SIMPSON (2) <br />HTS20 w/ (14) <br />10d NAILS <br />TYP. U.N.O. <br />CE CENTER OF POST <br />MIDDLE <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 K7 <br />SCALE: N.T.S. <br />2x4 #2 SYP NAILER. NA <br />TO STUDS w/ (3) 16d @ <br />EACH STUD - TOENAIL <br />EACH TRUSS TO <br />NAILER w/ (3) 10d <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 w/ <br />(3) ROWS OF 16d NAILS <br />AT 24" O.C. <br />ROOF AND EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />VERIFY FLOOR JOIST W/ RIM <br />BOARD OR FLOOR GABLE W/ <br />FRAMING PLAN <br />SIMPSON LUS26 w/ (8) 10d • <br />NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN <br />SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. <br />NAILS TO LEDGER VERIFY WITH PLAN FOR <br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION <br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR <br />INTO END OF EACH FLOOR BLOCKING INFO) <br />TRUSS, 24" O.C. MAX. (AT EACH <br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL <br />EACH SIDE) (TYPICAL) <br />SECTION AT LOW ROOF 9 <br />SCALE: 1/2" = V-0" <br />COMMON TRUSS <br />W/ INTERIOR BRIG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />RUSS/ <br />J OP WALL <br />EE PLAN <br />Y2" CDX PLYWOOD OR %fi' O.S.B. MIN. (2) 2x8 #2 SYP <br />SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR <br />OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS <br />ABOVE W/ 8d NAILS @ 4" O.C. IN <br />FIELD, EDGES & BOUNDARIES --- <br />,� 2x4 #2 SPF STUDS @ <br />-� 12" O.C. W/ USP SPT22 <br />@ BASE & SPT24 @ <br />h TOP <br />2x4 #2 SYP P.T. PLATE W/ <br />EPDXY ANCHOR OR <br />2„ J-BOLT OR Y2" TITEN HD <br />ANCHOR @ 24" O.C. W/ <br />SEE PLAN MAX. I. MIN. 6" EMBEDMENT <br />24" STEPS - - <br />SEE PLAN FOR OPT. <br />STAIR INFO. IF j •< <br />CONCRETE STAIRS 4 <br />FORMED & POURED e SIB HOUSE <br />W/ (1) #5 EACH STEP <br />c a <br />(2) #5's CONT. T&B <br />e1 W/ #3 STIRRUPS AT <br />4 4'-0" WHEN DEPTH <br />4. EXCEEDS 30" <br />GARAGE OR <br />LOWER SLAB <br />SEE PLAN <br />SECTION-@ GARAGE MONO 21 <br />SCALE: N.T.S. <br />ze <br />a <br />_ <br />in <br />;; �G <br />O <br />w <br />e o <br />o � = <br />• <br />c'ovm <br />]1 N <br />&A- <br />N C d <br />�o <br />y N <br />a <br />3 <br />mo.�d <br />Z E <br />d�wQ <br />3 <br />3 ` <br />>- o <br />d <br />y "EL <br />R o <br />ri, v <br />w <br />I"; <br />�- <br />FLOW <br />�..`.�ti'���� <br />fill II€ ll"i�'1`, <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 <br />Florida Building Code - <br />Residentlai <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 />N <br />4 <br />�E�pS <br />8 � <br />p N N� <br />Lo <br />y c <br />aV <br />Q <br />'m LL uJ <br />r tZL' u-W <br />0 <br />a <br />ai I W <br />u- o ° a <br />z <br />�� <br />�- z <br />'q_ <br />cc <br />t :12mNt; & 9 <br />Wr°n2�O1 <br />a00 z <br />to N M Z N F <br />Z <br />O V ❑❑❑ <br />W <br />(D 2 <br />z N <br />z � <br />z � � <br />ti <br />V) <br />Cl) <br />z <br />(V <br />o <br />�U_. <br />O <br />V) <br />c <br />c� <br />a <br />= d <br />c <br />< <br />a� Q <br />sl� <br />o <br />� <br />K <br />Z <br />�E <br />o <br />ou <br />a� <br />E <br />E U <br />FrO ry <br />Wz <br />a <br />Z® <br />n <br />w j <br />g6 <br />g <br />a:iw <br />Z <br />LE_ <br />Y <br />x <br />z�� <br />v <br />>Z <br />Wr <br />W <br />gg <br />N W <br />�I <br />9 <br />a <br />° <br />4 Q <br />Z <br />>M <br />0 <br />m <br />co <br />� <br />N <br />CO L-0 <br />T <br />r- <br />Ln <br />r� <br />Cr <br />c <br />T <br />O <br />N <br />Qi <br />M O <br />L0 <br />N <br />Q <br />� N <br />T <br />0-P <br />E <br />N <br />� T <br />M tM <br />�; L <br />o <br />? <br />Z <br />E T <br />c <br />a <br />0 <br />¢ o <br />JOB <br />NO: <br />23-06107 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />D1 <br />(MONO) <br />