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i <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: N.T.S. <br />TRUSS NOTES: <br />CONY. 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. 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 />1 <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 />TB <br />PRE-ENG. TRUSS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - <br />MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. —� <br />-----1-WOOD TRUSS -� <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: N.T.S. <br />PORCH SLAB SEE <br />FOUNDATION 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 />GRADE <br />PORCH SILL 15 <br />SCALE: N.T.S. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />WOOD <br />TRUSS <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 />Ck OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />K <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP <br />G.T <br />WOOD POST. SEE FLR <br />__T <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 />14" #3 STIRRUPS AT 4'-0" <br />PORCH SLAB SEE WHEN DEPTH <br />EXCEEDS 30" <br />FOUNDATION PLAN <br />- - GRADE <br />N Z <br />1-4 <br />HIP/RIDGE BLOCKING DETAIL 2 <br />ENTRY <br />PORCH SILL <br />SCALE: N.T.S. <br />14 <br />SCALE: N.T.S. <br />WOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN <br />VERTICAL SCAB 2 x 6 <br />FOR COLUMN INFO <br />WOOD OR MASONRY <br />TOP COURSE TO <br />#2 SPF 48" O.C. W/ (4) <br />INTEGRATE MASONRY <br />ABOVE MASONRY <br />BE CHAIR BLOCKS. <br />10d TOP &BOTTOM <br />KNEEWALL INTO CMU BASE OR <br />PIER SEE FLOOR <br />ENTIRE BASE TO <br />OR SIMPSON H2.5A w/ <br />MAIN HOUSE PER ELEVATION IF <br />PLAN FOR COLUMN <br />( <br />BE FILLED SOLID <br />(10) 8d NAILS <br />1 = <br />REQUIRED <br />I MASONRY KNEE WALL MAX 3 <br />INFO <br />= <br />COLLAR TIE <br />EVERY 3rd <br />Z <br />RAFTER <br />Q <br />2x4 SPF 2 (2) #7X 3-1/2" <br />WOOD SCREW EACH <br />w <br />TRUSS OR SIMPSON <br />w <br />H2.5A w/ (10) 8d NAILS <br />AT 48" O.C. <br />BEVEL CUTS I <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 />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING r <br />SCALE: N.T.S. <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 />127 <br />a. <br />4" <br />II : <br />Uj <br />Z � <br />. <br />I <br />a N <br />PORCH S LAB SEE <br />FOUNDATION PLAN <br />w <br />(2) #5's CONT. T&B <br />..° <br />Z <br />~, w <br />W/ #3 STIRRUPS AT <br />CN z <br />4'-0" WHEN DEPTH - <br />T <br />EXCEEDS 30" <br />LOWER OR <br />GARAGE SLAB <br />1, <br />SEE PLAN <br />LARGE STEP <br />DOWN <br />17 <br />SCALE: N.T.S. <br />1 ' 1 <br />COURSES w/ TOP K.O. COURSE <br />CMU BASE W/ (1) #5 <br />SEE ELEV. FOR <br />1 1 <br />w/ (1) #5 CONT. FILLED CELL <br />VERTICAL EACH <br />BLK HGT. <br />1 1 <br />REQ'D @ MID SPAN MAX 6'-8" <br />CORNER FILLED <br />1 <br />1 <br />1 1 <br />Ak MAX 3 <br />SOLID. SEE ELEV. <br />#5 REBAR CONT <br />COURSE <br />FOR BASE SIZE <br />@ SLAB LEVEL <br />- - - <br />(3) #5's EA. WAY <br />EXTEND SLAB <br />1 1/2" BEYOND <br />1 <br />BLOCK FACE <br />IT1 <br />EXTEND <br />1 I <br />I <br />SLAB 1 1/2" <br />Ak SLAB <br />PORCH SLAB SEELEVEL <br />FOUNDATION PLAN <br />ln� <br />RADE <br />SEE CUT <br />(2) #5's CONT. T&BzCONTRACTOR <br />TO INSTALL <br />SECTION FOR <br />#3 STIRRUPS AT 4MORE <br />MIN 3" x 3" WEEP HOLE <br />WHEN DEPALONG <br />w/ PITCHING SLAB <br />INFO <br />EXCEEDS <br />TO DRAIN WATER <br />KNEEWALL OPT. <br />(ELEV TO INDICATE) <br />MASONRY COLUMN <br />ENTRY PORCH SILL <br />16 <br />SCALE: N.T.S. <br />SIMPSON LSTA18 <br />NAILS <br />----------- r----------� <br />SIMPSON HUC410 w/ (14) <br />I <br />SttF'LAN <br />CENT REDA <br />CENTERED AT <br />I I <br />I I 16d INTO HEADER & (6) - I <br />1 <br />I <br />FOR CANT. <br />SPLIT TO TIE <br />I <br />I 10d INTO BEAM - SEE <br />I <br />I <br />BEAMS TOGETHER <br />I <br />I <br />I ROOF PLAN FOR MORE I <br />I <br />I <br />I <br />I <br />I <br />1 INFO <br />I <br />SEE FLOOR PLAN FOR <br />I <br />I <br />I COLUMN SIZE & BASE I <br />I <br />I <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN <br />I <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />FOR COLUMN SIZE <br />L_ — <br />I <br />J L_ <br />I <br />J <br />I <br />--- <br />--- <br />INDICATED ON SM. <br />& ADDITIONAL INFO. <br />— <br />SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN OR <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION A INDICATED ON <br />OPTION <br />B <br />CONNECTION INFO OPTION C <br />SC EDULE/PLANM <br />COMMON BM TO POST ATTACHMENT <br />r� <br />EXTERIOR SHEATHING A <br />- - - <br />ATTACHED PER <br />2X4 STUDS w/ SIMPSON NAILING SCHEDULE <br />SP1 w/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <br />i <br />2x4 BASE PLATE W/ <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />SIMPSON MTS12 w/ <br />1- - - (14) 10d x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />_ V \I__ <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION aC� FLOOR <br />CONNECTION 22 <br />SCALE: N.T.S. <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <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 <br />A A <br />SEE PLAN FOR <br />WAM IV <br />I <br />I <br />I <br />I <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />SEE FOUNDATION <br />�� PLAN FOR MORE INFO <br />COMMON BM. ATTACHMENT 1 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SIMPSON (2) <br />HTS20 w/ (14) <br />10d NAILS <br />TYP. U.N.O. <br />MIDDLE <br />SM. 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 r7 <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" = 1'-0" <br />+_ <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 />COMMON TRUSS <br />W/ INTERIOR BRIG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />RUSS/ <br />P WALL <br />EE PLAN <br />MIN. (2) 2x8 #2 SYP <br />HEADER. SEE Q/S4 FOR <br />REQ'D CONNECTIONS <br />ti I 2x4 #2 SPF STUDS @ <br />_j- 12" O.C. W/ USP SPT22 <br />Y @ BASE & SPT24 @ <br />TOP <br />2X4 #2 SYP P.T. PLATE W/ <br />V EPDXY ANCHOR OR <br />v J-BOLT OR Y2' TITEN HD <br />21 ANCHOR @ 24" O.C. W/ <br />SEE PLAN MAX. MIN. 6" EMBEDMENT <br />24" STEPS a • <br />SEE PLAN FOR OPT. A- '— <br />STAIR INFO. IF <br />CONCRETE STAIRS Q <br />FORMED & POURED MAIN HOUSE <br />W/ (1) #5 EACH STEP SLAB <br />.4. y •1 <br />i . (2) #5's CONT. T&B <br />�! w/ #3 STIRRUPS AT <br />a 4'-0" WHEN DEPTH <br />EXCEEDS 30„ <br />GARAGE OR z <br />LOWER SLAB <br />SEE PLAN <br />V-4" <br />SECTION GARAGE MONO 21 <br />SCALE: N.T.S. <br />O o <br />ti <br />0- <br />.r <br />X <br />M LL d- <br />rr+ <br />N <br />� N N N <br />� c <br />� _ Q <br />Q O 3 <br />U N <br />3 •( <br />w�a�Q-0 <br />w �Ec. <br />M O O <br />W <br />> > a y.. <br />S E <br />J <br />o/� <br />"fi RO�'ESStO <br />P <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and speciRcations contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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