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III I II 11 i!I1 i1 n�'.i ' rffi utl LIP 1 L- - i 1 <br />CROSS BRACING DETAIL (TYP.)r1 <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. 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. 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 />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 />ITT 111 14 <br />TB <br />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 />�L WOOD TRUSS <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: N.T.S. <br />PORCH SLAB SEE <br />FOUNDATION PLAN <br />4" <br />• <br />L 1 <br />V-4" <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 />N <br />T <br />PORCH SILL 15 <br />SCALE: N.T.S. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS <br />i vu `w ­1 1 1 1 wvv r r uu <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. AT—/ CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />2X4 BLOCKING TYP. <br />BETWEEN TRUSSES TRUSS <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 PACK USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS --y <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: N.T.S. <br />WOOD POST. SEE FLR <br />PLAN FOR SIZE & BASE <br />CONNECTION <br />4 <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 />RADE <br />= z <br />�g <br />2 ENTRY PORCH SILL r14 <br />SCALE: N.T.S. <br />WOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN <br />FOR COLUMN INFO WOOD OR MASONRY <br />INTEGRATE MASONRY ABOVE MASONRY <br />KNEEWALL INTO CMU BASE OR PIER SEE FLOOR <br />MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN <br />REQUIRED INFO <br />MASONRY KNEE WALL MAX 3 <br />COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 <br />W/ (1) #5 CONT. FILLED CELL VERTICAL EACH <br />REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED <br />I I MAX 3 SOLID. SEE ELEV. I I <br />_ COURSE FOR BASE SIZE <br />I— — (3) #5's EA. WAY <br />x <br />i 8 <br />SLAB PORCH SLAB SEE <br />Ak 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 />(2) #5's CONT. T&B w/ �, z <br />CONTRACTOR TO INSTALL SEE CUT #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 r16 <br />SCALE: N.T.S. <br />SIMPSON LSTA18 <br />A -A ALTERNATE BLOCKING w/(12)10dNAILS SIMPSONHUC410w/(14) — — <br />CENTERED AT ( 16d INTO HEADER & (6) <br />DETAIL @INTERIOR BEARING SPLIT TO TIE 10dINTO BEAM -SEE <br />3 BEAMS TOGETHER ( ROOF PLAN FOR MORE <br />INFO <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 <br />FOR BRIG. OR <br />NON-BRG. WALL <br />2' <br />4" <br />PORCH SLAB SEE <br />FOUNDATION PLAN <br />SEE PLAN FOR <br />REQ'D STAIR INFO. <br />IF CONCRETE STAIRS <br />FORMED & POURED <br />W/ (1) #5 EACH STEP <br />(2) #5's CONT. T&B wcri'-' <br />W/ #3 STIRRUPS AT z <br />4'-0" WHEN DEPTH <br />EXCEEDS 30" LOWER OR <br />GARAGE SLAB <br />1'-4" SEE PLAN <br />LARGE STEP DOWN 17 <br />SCALE: N.T.S. <br />SEE PLAN <br />FOR CANT. <br />SEE FLOOR PLAN FOR <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 />& ADDITIONAL INFO. SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />O PT I O N A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C. <br />1 <br />EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT KA <br />ATTACHED PER SEE ROOF PLAN <br />2X4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. <br />10 10d NAILS BM. SPLICE OVER <br />SP1 w/ <br />( ) CONNECTION INFO. ! CENTER OF POST <br />AT BASE SEE J/S6 FOR <br />MORE INFO. A A <br />SEE PLAN FOR <br />TOP OF EAM <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 SIMPSON (2) HTS20 w/ (14) SIMPSON (2) <br />� <br />10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) <br />BELOW @ 16" O.C. CANT. IF 10d NAILS <br />SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />CORNER SEE FOUNDATION <br />SECTION @ FLOOR 5" PLAN FOR MORE INFO <br />CONNECTION 22 COMMON BM. ATTACHMENT 18 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <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 Ea.• <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 rl <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 />COMMON TRUSS <br />W/ INTERIOR BRG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />- - RUSS/ <br />- -- - OP WALL <br />EE PLAN <br />%2' CDX PLYWOOD OR 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 ----�k <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 />2 J-BOLT OR Y2' TITEN HD <br />ANCHOR @ 24" O.C. W/ <br />SEE PLAN MAX. MIN. 6" EMBEDMENT <br />24" STEPS , y - -v y <br />SEE PLAN FOR OPT. I ° ° - --' <br />STAIR INFO. IF ° , <br />CONCRETE STAIRS a. <br />FORMED & POURED MAIN HOUSE <br />° . °: SLAB <br />W/ (1) #5 EACH STEP <br />(2) #5's CONT. T&B <br />° w/ #3 STIRRUPS AT <br />ram,, < a ° 4'-0" WHEN DEPTH <br />+GA <br />-n :'e -e $ °a 4. EXCEEDS 30" <br />RAGE OR z <br />LOWER SLAB <br />SEE PLAN <br />1'-4" <br />SECTION GARAGE MONO 21 <br />SCALE: N.T.S. <br />(D .r- c) <br />N <br />_ O <br />N <br />00 <br />(-. 'tr <br />O <br />-r J <br />I � <br />UI) <br />- u y <br />c <br />U N <br />- 0_ 0 <br />L <br />c 0 ;n O O <br />Q ::3 U <br />� _t__ <br />>>�0W <br />= <' <br />' <br />Q <br />'• <br />S <br />E L 0 : 4, <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 />Residential 7th Edition. 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