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0 <br />v <br />U <br />-8 <br />a> <br />Ez <br />N <br />N <br />M <br />0 <br />O <br />a <br />N <br />N <br />co <br />0 <br />W <br />Q <br />m <br />v <br />cn <br />CROSS BRACING DETAIL (TYP) <br />SCALE: N.T.S. <br />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C. <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. <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 2x8 BLOCKING NAILED @ <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIMPSON HTS20 w/ (24) 10d x <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 11 1/2" NAILS EACH <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. �C <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 TB <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB g <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 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP <br />MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. „ <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <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 />CONC. MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />PROVIDE 2X4 MIN. BLOCKING AT <br />O 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 <br />MAX 24" SPAN (EITHER A USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />Z <br />O <br />w'I <br />J <br />W <br />W <br />W <br />cn <br />SCALE: N.T.S. <br />WOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN <br />FOR COLUMN INFO <br />INTEGRATE M <br />KNEEWALL IN <br />MAIN HOUSE <br />REQUIRED <br />I ' <br />MASONRY KN <br />COURSES w/ <br />W/ (1) #5 CONT <br />IREQ'D @ MID <br />I <br />I <br />r <br />I <br />I <br />I <br />ASONRY <br />TO CMU BASE OR <br />PER ELEVATION IF <br />EE WALL MAX 3 <br />TOP K.O. COURSE <br />. FILLED CELL <br />SPAN MAXll <br />Alk MAX 3 <br />COURSE <br />WOOD POST. SEE FLR <br />PLAN FOR SIZE & BASE <br />CONNECTION SEE <br />-� PLAN <br />EXTEND <br />_ a _ SLAB 1 1/2" <br />- - (2) #5's CONT. T&B w/ <br />411 #3 STIRRUPS AT 4'-0" <br />PORCH SLAB SEE - <br />WHEN DEPTH <br />- 17 <br />FOUNDATION PLAN -;j EXCEEDS 30" <br />- GRADE <br />z <br />N <br />ENTRY PORCH SILL 14 <br />SCALE: N.T.S. <br />WOOD OR MASONRY <br />ABOVE MASONRY <br />PIER SEE FLOOR <br />PLAN FOR COLUMN <br />INFO Ld <br />CMU BASE W/ (1) #5 <br />VERTICAL EACH <br />CORNER FILLED I I <br />SOLID. SEE ELEV. <br />FOR BASE SIZE <br />(3) #5's EA. WAY-\ <br />rr <br />SEE CUT "'I ,, a "I'm r . r wr 7 <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" 1'-4" <br />TO DRAIN WATER <br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN <br />ENTRY PORCH SILL 16 <br />SCALE: N.T.S. <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 />A -A ALTER NATEi BLOCKING <br />SIMPSON LSTA18 <br />w/(12)10dNAILS 16d INTO HUC4ER&/(6)4) <br />CENTERED AT <br />L.SEE PLAN L. <br />FOR CANT. <br />R <br />DETAIL aC� INTERIOR BEARING <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />10dINTO BEAM -SEE <br />( ROOF PLAN FOR MORE <br />1 <br />INFO <br />SCALE: N.T.S. <br />WOOD TRUSS <br />SEE FLOOR PLAN FOR <br />A <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />COLUMN SIZE & BASE <br />CONNECTION INFO <br />7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />SCALE: N.T.S. STANDARD HEEL HEIGHT <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SCHEDULE/PLAN <br />SEE FLOOR PLAN FOR <br />REO'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION <br />A INDICATED ON <br />OPTION <br />B <br />CONNECTION INFO OPTION <br />C <br />PORCH SLAB SEE <br />EXTEND <br />FOUNDATION PLAN <br />SLAB 1 1/2" <br />T7� <br />(2) #5's CONT. T&B w/ <br />4'' <br />#3 STIRRUPS AT 4'-0" <br />- - - <br />WHEN DEPTH <br />- <br />EXCEEDS 30" <br />-- GRADE <br />- Z <br />CV - <br />- T <br />1r-4 �' <br />PORCH SILL r15 <br />SCALE: N.T.S. <br />SEE FLOOR PLAN SEE PLAN FOR <br />FOR BRG. OR REQ'D STAIR INFO. <br />NON-BRG. WALL IF CONCRETE STAIRS <br />FORMED & POURED <br />W/ (1) #5 EACH STEP <br />2 <br />w <br />- - �4,r z <br />Q <br />J <br />- <r <br />-- <br />I <br />PORCH SLAB SEE�� N <br />FOUNDATION PLAN - W <br />LLJ <br />to z <br />W 1J(2) #5rs CONT. T B <br />° <br />W/ #STIRRUPSAT _ 3N <br />4'-0" WHEN DEPTH <br />• <br />EXCEEDS 30" -_ LOWER OR <br />GARAGE SLAB <br />1'-4" SEE PLAN <br />LARGE STEP DOWN 17 <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 />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2X4 BASE PLATE W/ <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />- - <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION c; FLOOR <br />CONNECTION 22 <br />SCALE: N.T.S. <br />COMMON BM. TO POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />0 <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 />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />X� <br />COMMON BM. ATTACHMENT <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />MIDDLE <br />BM. SPLICE OVER <br />CENTER OF POST <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 7 <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 I • <br />NAILS OR IF 2 PLY TRUSS --1 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" = 1'-0" <br />%2' CDX PLYWOOD OR Y16" O.S.B. <br />SHEATHING REQ'D FROM BOTTOM <br />OF WALL TO ROOF SHEATHING <br />ABOVE W/ 8d NAILS @ 4" O.C. IN <br />FIELD, EDGES & BOUNDARIES — <br />SEE PLAN MAX. <br />24" STEPS - <br />SEE PLAN FOR OPT. <br />STAIR INFO. IF <br />CONCRETE STAIRS <br />FORMED & POURED <br />W/ (1) #5 EACH STEP <br />GARAGE OR <br />LOWER SLAB <br />SEE PLAN <br />SECTION <br />SCALE: N.T.S. <br />® 4 4 c. <br />CV Z <br />T <br />COMMON TRUSS <br />W/ INTERIOR BRIG.SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />MIN. (2) 2x8 #2 SYP <br />HEADER. SEE Q/S4 FOR <br />REQ'D CONNECTIONS <br />2x4 #2 SPF STUDS @ <br />12" O.C. W/ USP SPT22 <br />@ BASE & SPT24 @ <br />TOP <br />2X4 #2 SYP P.T. PLATE W/ <br />V EPDXY ANCHOR OR <br />J-BOLT OR %2 TITEN HD <br />ANCHOR @ 24" O.C. W/ <br />MIN. 6" EMBEDMENT I <br />MAIN HOUSE <br />SLAB <br />(2) #5's CONT. T&B <br />W/ #3 STIRRUPS AT <br />4'-0" WHEN DEPTH <br />EXCEEDS 30" <br />GARAGE MONO/ 21 <br />013 <br />CV. <br />a <br />Cv <br />C" <br />CV -a <br />Cz <br />Cc n, <br />__=m>< <br />N CcC s- <br />dQ <br />S.S!�.. <br />v m <br />Lam® <br />.n Q <br />E <br />5 p <br />0. <br />C <br />CM <br />C), <br />0 <br />CV <br />00 <br />0 <br />L[k2".01 O <br />�''o�'4 <br />,i•JO <br />�. <br />P' S� <br />� • Lam' -� <br />STATE OF <br />>�X, <br />_ <br />ado✓\� �i" 0 <br />. <br />i .a <br />, r' <br />ijg f,f10, <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 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 />0 <br />W � p <br />Q th U N W v <br />_ N 001 <br />0 n co N co 0 LL <br />N tnti�a LL w <br />to v a a <br />a co w <br />a JLLti a z <br />Z <br />Z_y 0 <br />L o O <br />'FU m <br />N tD J < <br />W U) aj J Z <br />W <br />zN ch z O H <br />CL <br />CC <br />o DO❑ <br />W <br />U 0 <br />Z N Cl <br />o0 <br />93 <br />Q <br />¢ o <br />Ln <br />ca <br />s <br />LU <br />a = <br />U — <br />0,.g <br />_Q)V) cil- N <br />v <br />°I•" <br />J E <br />_ � v <br />¢ ry m <br />o <br />J< <br />w <br />M <br />O <br />z <br />Q <br />V- <br />:? <br />U <br />W� <br />° <br />o00 <br />E <br />o¢o� <br />¢ w <br />� <br />Qo <br />Wz <br />ao <br />U <br />m� <br />O <br />J <br />2 <br />¢`5 <br />aw <br />�z <br />O4Q <br />ao <br />�w <br />o <br />w¢ <br />R <br />a=O <br />o <br />0 �CD <br />= <br />co <br />0 <br />i <br />V <br />rn <br />m <br />c� <br />00 <br />N <br />LO <br />.-. <br />QCr <br />o <br />J <br />N <br />>CO . <br />N <br />a--+ LL <br />O <br />� <br />Y <br />P1 m c) <br />LO <br />N <br />Q <br />r <br />E <br />Cp � j <br />c00Z <br />d <br />f0 <br />z <br />Vi <br />E (DCa <br />aU <br />E <br />Co <br />J Q f] <br />c <br />a) <br />JOB NO: 23-02469 <br />SCALE: AS NOTED <br />SHEET NO. <br />D 1 <br />(MONO) <br />