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_R <br />LO <br />0 <br />C, <br />LO <br />C=! <br />LO <br />:5 <br />U) <br />i� <br />1�0 <br />C14 <br />C) <br />C�4 <br />E <br />E <br />9 <br />SN <br />LO <br />LO <br />129� <br />_-5; <br />M <br />CIO <br />CROSS BRACING DETAIL (TYP.)- <br />SCALE: N.T.S. <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE <br />MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ M IN. (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 />__W1 <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. DB--<-,--- <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT <br />SEE TYP <br />TRUSS BLOCKING DETAILS <br />VVI I wu �'w ­�l I I I A— v v <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.C. <br />2x8 BLOCKING NAILED @ <br />EACH SIDE W/ (3) 12d NAILS <br />WHEN REQUIRED w/ (2) <br />SIMPSON HTS20 W/ (24) 1 Od x <br />1 1/2" NAILS EACH <br />. <br />. <br />PRE-ENG. TRUSS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP <br />MAX& EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A I I <br />----/-WOOD TRUSS <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 />7-(2) #5's CONT. T&B w/ <br />4"' #3 STIRRUPS AT4'-O" <br />WHEN DEPTH <br />EXCEEDS 30" <br />GRADE <br />------ <br />SILL � �15 <br />PORCH <br />SCALE: N.T.S. <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />TRUSS <br />#2 SPF 48" O.C. W/ (4) <br />VERTICAL SCAB 2 x 6 <br />1 Od 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 @ Z-O"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 />CL <br />Ld <br />41, <br />< <br />z U) <br />C14 <br />PORCH SLAB SEE --- <br />FOUNDATION PLAN Lu <br />U-1 <br />U) 2 z <br />7 2 LU <br />(2) #5's CONT. T&B <br />z <br />W/ #3 STIRRUPS AT CN <br />2 <br />4'-0" WHEN DEPTH <br />-LOWER OR <br />EXCEEDS 30" <br />GARAGE SLAB <br />SEE PLAN <br />OWN <br />LARGE STEP D rl 7*'� <br />SCALE: N.T.S. <br />SCALE: N.T.S <br />2X4 STUDS W/ SIMPSON <br />SP1 W/ (10) 1 Od NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <br />ROOF <br />SEE <br />SHEATHING <br />PLA <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />E '"'u <br />AN SHI <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 />K <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 />TRUSS <br />�'A <br />HIP <br />G.T <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />z <br />0 <br />§ <br />-1 <br />ULI <br />Uj <br />Uj <br />U) <br />SCALE: N.T.S. <br />WOOD POST. SEE FLR <br />PLAN FOR SIZE & BASE <br />CONNECTION -,,"TTSEE <br />P LAN <br />/-EXTEND <br />SLAB 1 1/2" <br />(2) #5's CONT. T&B w/ <br />4" <br />#3 STIRRUPS AT 4'-0" <br />WHEN DEPTH <br />PORCH SLAB SEE :7 <br />EXCEEDS 30" <br />FOUNDATION PLAN <br />ADE <br />% <br />1'4' <br />ENTRY PORCH SILL <br />SCALE: N.T.S. <br />WOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN Ll <br />FOR COLUMN INFO WOOD OR MASONRY <br />V <br />INTEGRATE M <br />KNEEWALL IN <br />MAIN HOUSE <br />REQUIRED <br />MASONRY KN <br />COURSES W/ <br />W/ (1) #5 CONT <br />REQ'D @ MID <br />ASONRY <br />TO CMU BASE OR <br />PIER SEE FLOOR <br />PER ELEVATION IF <br />PLAN FOR COLUMN <br />L <br />INFO <br />EE WALL MAX 3 <br />1 <br />lop <br />OP K.O. COURSE <br />CMU BASE W1 (1) #5 <br />. FILLED CELL <br />VERTICAL EACH <br />SPAN MAX 6'-8" <br />CORNER FILLED <br />\IN <br />MAX 3 <br />SOLID. SEE ELEV. <br />I <br />COURSE <br />FOR BASE SIZE <br />(3) #5's EA. WAY <br />- <br />x <br />V_ <br />Ak SLAB <br />PORCH SLAB SEE <br />FOUNDATION PLAN <br />EVEL <br />(2) #5's CONT T&B W/ <br />7— <br />. <br />04 <br />MIN 3" x 3" WEEP HOLE <br />SEE CUT <br />CONTRACTOR TO INSTALL #3 STIRRUPS AT 4 <br />SECTION FOR <br />WHEN DEPTH <br />ALONG w/ PITCHING SLAB MORE INFO <br />EXCEEDS 30" <br />TO DRAIN WATER <br />KNEEWALL OPT. (ELEV TO INDICATE) <br />MASONRY COLUMN <br />ENTRY PORCH SI <br />L L <br />SCALE: N.T.S. <br />SIMPSON LSTA18 <br />W/ (12) 1 Od NAILS <br />SIMPSON HUC410 w/ (14) <br />CENTERED AT <br />16d INTO HEADER & (6) — <br />SPLIT TO TIE <br />10d INTO BEAM - SEE <br />BEAMS TOGETHER <br />ROOF PLAN FOR MORE <br />INFO <br />SEE FLOOR PLAN FOR <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 />—EXTE <br />ND SLAB <br />1 1/2" BEYOND <br />BLOCK FACE <br />EXTEND <br />SLAB 1 1/2" <br />kSEE PLAN <br />FOR CANT <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 />SCHEDULE/PLAN <br />& ADDITIONAL INFO. ____--7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR —+— <br />REQ'D ONLY WHEN COLUMN SIZE& BASE <br />INDICATED ON BM. CONNECTION INFO t-N f)r I f-N K I n <br />OPTIO <br />A <br />0 <br />SE <br />SCHEDULE/PLAN <br />OPTION B <br />EXTERIOR SHEATHING <br />COMMON <br />BM. <br />TO <br />POST ATTACHMENT <br />ATTACHED PER <br />SEE ROOF PLAN SCALE: N.T.S. <br />NAILING SCHEDULE FOR BEAM SIZE & <br />BM. SPLICE OVER <br />CONNECTION INFO.--\ <br />2X4 BASE PLATE W/ <br />SIMPSON LSTA30 W/ <br />(22) 10d NAILS OR <br />>< <br />SIMPSON MTS1 2 W/ <br />xx <br />(14) 1 Od x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <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 r22"'� <br />SCALE: N.T.S. <br />S I M PSON (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 <br />�A <br />SEE PLAN FOR <br />TOP OF JEAM <br />..' 1, <br />— —1 <br />- <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />0 <br />0 <br />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE: N.T.S. <br />IN <br />MIDDLE <br />CENTER OF POST <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />gd--� VARIES W/ <br />X 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 />SHEARTRANSFER <br />EXTERIOR. WALL (7 <br />SCALE: N.T.S. <br />2x4 #2 SYP NAILER. NA <br />TO STUDS W1 (3) 16d @ <br />EACH STUD - TOENAIL <br />EACH TRUSS TO <br />NAI LE R w/ (3) 1 Od <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 W1 <br />FRAMING PLAN <br />SIMPSON LUS26 W/ (8) 1 Od <br />NAILS OR IF 2 PLYTRUSS --j <br />SEE FLOOR FRAMING PLAN <br />SIMPSON LUS26-2 W/ (8) 16d <br />NAILS TO LEDGER AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION <br />(4) 16d NAILS ATTACH NAILS <br />(IF PARALLE SEE 2/D2 FOR <br />INTO END OF EACH FLOOR <br />BLOCKING INFO) <br />TRUSS, 24" O.C. MAX. (AT EACH <br />=--MASONRYWALL <br />SIDE OF G.T. INSTALL (4) NAILS <br />EACH SIDE) (TYPICAL) <br />SECTION AT LOW ROOF <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 />4. <br />GARAGE OR 2Z <br />LOWER SLAB <br />SEE PLAN <br />F <br />_ADAfl_� n <br />COMMON TRUSS <br />W/ INTERIOR BRG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />OP WALL <br />"4%EE PLAN <br />MIN. (2) 2x8 #2 SYP <br />HEADER. SEE Q/S4 FOR <br />R E <br />REQ'D CONNECTIONS <br />��r <br />x <br />2x4 #2 SPF STUDS @ <br />1 2 <br />12" O.C. W/ USP SPT22 <br />_;2 <br />@ BASE & SPT24 @ <br />T( <br />TOP <br />2x4 #2 SYP P.T. PLATE W/ <br />Y8" EPDXY ANCHOR OR <br />J-BOLT OR Y2" TITEN HD <br />2"' <br />I <br />ANCHOR @ 24" O.C. W/ <br />V'c <br />MIN. 6" EMBEDMENT <br />V_ <br />4 <br />7-.X` ------- 7 <br />4 X - ------ 7 <br />4 <br />4 <br />I MAIN HOUSE <br />! SLAB <br />(2) #5's CONT. T&B <br />W/ #3 STIRRUPS AT <br />o <br />4 <br />4'-0" WHEN DEPTH <br />EXCEEDS 30" <br />A <br />�A <br />V-4" <br />SECTION GARAGE MONO( 21 <br />SCALE: N.T.S. <br />C__1 <br />cra <br />0�' <br />cc <br />to -1� cz; <br />C- <br />3 <br />e <br />"S <br />to <br />0 <br />"'v, <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. 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