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o, <br />i <br />W <br />I <br />0 <br />m <br />0 <br />N <br />v <br />Cn <br />Q <br />N <br />to <br />0 <br />3 <br />0 <br />0 <br />0 <br />I <br />i <br />>U <br />7 <br />Q <br />rn <br />o <br />c <br />i <br />Q <br />M <br />ON <br />i <br />a <br />0 <br />E <br />0 <br />_ <br />v <br />C <br />J <br />y <br />w <br />o <br />CL <br />U <br />i <br />U <br />0 <br />a <br />0 <br />U <br />3 <br />Lz <br />N <br />0 <br />O <br />0 <br />O <br />a <br />N <br />0 <br />N <br />0 <br />i <br />i= <br />m <br />v <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. Cg <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. pg <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS <br />VY/ L-rvu `W Lrl'J§ I I I1V..,.., YY Lw <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 />IT[ 111 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 />DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. <br />'--/—WOOD TRUSS -J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: N.T.S. <br />PORCH SLAB SEE EXTEND <br />FOUNDATION PLAN SLAB 1 1/2" <br />(2) #5's CONT. T&B w/ <br />4" <br />#3 STIRRUPS AT 4'-0" <br />TWHEN DEPTH <br />EXCEEDS 30" <br />° <br />GRADE <br />77� <br />• Ii N Z <br />V-4" <br />PORCH SILL 15 <br />SCALE: N.T.S. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <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 />C * 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. AT-/ 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 />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 />" <br />- -- 4 z <br />PORCH SLAB SEE � N <br />FOUNDATION PLAN Iw <br />2 <br />z <br />1. <br />., . .. . . I :� 9; <br />(2) #5's CONT. T&B <br />W/ #3 STIRRUPS AT N z <br />4'-0" WHEN DEPTH , r <br />EXCEEDS 30" LOWER OR <br />GARAGE SLAB <br />1'-4" SEE PLAN <br />LARGE STEP DOWN 1 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />3 <br />2X4 STUDS w/ SIMPSON <br />SP1 w/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <br />SEE ROOF <br />PLAN SHEATHING <br />fi <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 />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�7A TRUSS <br />USSES <br />(2) 12D NAILS — <br />AT 12" Q.C. MAX <br />HIP/RIDGE BLOCKING DETAIL r2 <br />SCALE: N.T.S. <br />z <br />0 <br />w <br />J <br />W <br />w <br />w <br />Cn <br />HIP <br />G.T <br />WOOD POST. SEE FLR <br />PLAN FOR SIZE & BASE <br />CONNECTION 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 />PORCH SLAB SEE WHEN DEPTH <br />7 <br />FOUNDATION PLAN - - EXCEEDS 30" <br />GRADE <br />7 NZ <br />1'4' <br />ENTRY PORCH SILL 14 <br />SCALE: N.T.S. <br />FrWOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN <br />FOR COLUMN INFO WOOD OR MASONRY <br />ABOVE MASONRY <br />INTEGRATE M <br />KNEEWALL IN <br />L; MAIN HOUSE <br />REQUIRED <br />' <br />MASONRY KN <br />L= <br />COURSES w/ <br />W/ (1) #5 CON <br />1 REQ'D @ MID <br />I <br />I <br />FA <br />I <br />ASONRY <br />T. <br />TO CMU BASE OR <br />PIER SEE FLOOR <br />PER ELEVATION IF <br />PLAN FOR COLUMN <br />INFO <br />EE WALL MAX 3 <br />TOP K.O. COURSE <br />CMU BASE W/ (1) #5 <br />FILLED CELL <br />VERTICAL EACH <br />SPAN MAX 6'-8" <br />CORNER FILLED <br />Ak MAX 3 <br />SOLID. SEE ELEV. <br />I <br />COURSE <br />FOR BASE SIZE <br />(3) #5's EA. WAYIT <br />Ak SLAB <br />PORCH SLAB SEE <br />E <br />- <br />FOUNDATION LAN <br />N PLAN <br />---'' <br />(2) #5's CONT T&B w/ <br />_ z <br />Cq <br />CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T <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 />1'-4" <br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN <br />ENTRY PORCH SILLr16 <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 />SIMPSON LSTA18 <br />W/ (12) 10d NAILS <br />SIMPSON HUC410 w/ (14) <br />I <br />SEE PLAN L. <br />FOR CANT. <br />CENTERED AT <br />SPLIT TO TIE <br />16d INTO HEADER & (6) <br />BEAMS TOGETHER <br />10d INTO BEAM - SEE <br />ROOF PLAN FOR MORE <br />INFO <br />- <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION A <br />INDICATED ON B <br />OPTION B CONNECTION INFO <br />OPTION C <br />SCHEDU E/PLANM <br />COMMON BM. TO POST ATTACHMENTKT� <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />SCALE: N.T.S. <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />2x4 BASE PLATE W/ <br />Lil <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />SIMPSON MTS12 w/ <br />x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />- <br />i <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE PLAN FOR <br />SEE PLAN FOR <br />DIRECTION <br />CONNECTION <br />SECTION @ <br />FLOOR <br />CONNECTION r22N� <br />SCALE: N.T.S. <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 />oe <br />o <br />CORNER SEE FOUNDATION <br />JAI PLAN FOR MORE INFO <br />5" <br />ZZ <br />COMMON BM. ATTACHMENT <br />SCALE: N.T.S <br />MIDDLE <br />CENTER OF POST <br />to <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. rJ..* <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 />Y2' 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 />�. <br />® ° 4 A <br />1 GARAGE OR r g <br />LOWER SLAB <br />SEE PLAN <br />COMMON TRUSS <br />W/ INTERIOR BRG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />USS/ <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 />EPDXY ANCHOR OR <br />2„ J-BOLT OR %2' TITEN HD <br />ANCHOR @ 24" O.C. W/ <br />MIN. 6" EMBEDMENT <br />lk A <br />d A <br />A ° <br />° <br />�O A <br />° <br />MAIN HOUSE <br />° SLAB <br />a 1 <br />`1 A. <br />(2) #5's CONT. T&B <br />° w/ #3 STIRRUPS AT <br />A V 4 <br />a 4'-0" WHEN DEPTH <br />' ° EXCEEDS 30" <br />iA g Q, <br />° <br />° <br />V-4" <br />SECTION GARAGE MONO 21 <br />SCALE: N.T.S. <br />CIV <br />M <br />ffl C?CN <br />a <br />a o ro <br />t <br />a_ <br />0>a�� <br />fj. :t: '-z <br />cc :�r i-I cc <br />. d-a <br />=e <br />d <br />CL v <br />IS <br />ILI <br />11-0 <br />[CL • <br />40 <br />NWv I- <br />f C l <br />�� <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 Flor9da Building Code - <br />Residential 7th Edition. 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