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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. 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 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 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 />— -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 />— CV <br />PORCH SILL 15 <br />SCALE: N.T.S. <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />2X4 COf <br />T&BCF <br />WOOD <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 />A —A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING r3 <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 />2 <br />'�''� • w <br />A " <br />-- - <br />-I 4 �" A z N <br />PORCH SLAB ISEE <br />FOUNDATION PLAN w <br />- Z <br />(2) #5's CONT. T&B 1-1 <br />w/ #3 STIRRUPS AT CN z <br />r _ <br />4'-0" <br />WHEN DEPTH -- <br />• LOWER OR <br />EXCEEDS 30" <br />GARAGE SLAB <br />V-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 />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <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 />�A TRUSS <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: N.T.S. <br />WOOD POST. SEE FLR__T <br />PLAN FOR SIZE & BASE <br />CONNECTION SEE <br />PLAT <br />EXTEND <br />^ _ SLAB 1 112° <br />• (2) #5's CONT. T&B w/ <br />- 4 #3 STIRRUPS AT 4'-0" <br />PORCH SLAB SEE WHEN DEPTH <br />7 <br />FOUNDATION PLAN - EXCEEDS 30 <br />GRADE <br />° T <br />1 -4 <br />ENTRY PORCH SILL 14 <br />SCALE: N.T.S. <br />WOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN <br />FOR COLUMN INFO <br />WOOD OR MASONRY <br />INTEGRATE MASONRY <br />ABOVE MASONRY <br />KNEEWALL INTO CMU BASE OR <br />PIER SEE FLOOR <br />MAIN HOUSE PER ELEVATION IF <br />PLAN FOR COLUMN <br />I <br />REQUIRED <br />INFO <br />1 1 <br />MASONRY KNEE WALL MAX 3 <br />= <br />1 i <br />COURSES w/ TOP K.O. COURSE <br />CMU BASE W/ (1) #5 <br />1 1 <br />w/ (1) #5 CONT. FILLED CELL <br />VERTICAL EACH <br />z I I <br />REQ'D @ MID SPAN MAX 6'-8" <br />CORNER FILLED <br />O i i <br />MAX 3 <br />SOLID. SEE ELEV. <br />1 <br />1 <br />1�11 r 1 _-_ <br />----_--- COURSE <br />FOR BASE SIZE <br />1 <br />1 <br />J 1 1 <br />- - " - <br />(3) #5's EA. WAY <br />1 <br />1 <br />w 1 <br />1 <br />1 <br />w 1 <br />w <br />1 <br />d - <br />ISEE <br />1 <br />1 � <br />1 <br />1 SLAB <br />PORCH SLAB <br />_ t o <br />A <br />" LEVEL <br />FOUNDATION PLAN <br />Iv °1Q <br />A <br />aA <br />SEE CUT <br />(2) #5's CONT. T&B w/ <br />I _� - <br />- N z <br />CONTRACTOR TO INSTALL <br />SECTION FOR <br />#3 STIRRUPS AT 4'-0" <br />MIN 3" x 3" WEEP HOLE <br />MORE INFO <br />WHEN DEPTH <br />ALONG w/ PITCHING SLAB <br />EXCEEDS 30" <br />V-4" <br />TO DRAIN WATER <br />KNEEWALL OPT. <br />(ELEV TO INDICATE) <br />MASONRY COLUMN <br />ENTRY PORCH SILL r16 <br />SCALE: N.T.S. <br />SIMPSON LSTA18 <br />w/ (12) 10d NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHER <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 />------------ SEE PLAN <br />SIMPSON HUC410 w/ (14) � � � FOR CANT. <br />I I 16d INTO HEADER & (6) <br />I 10d INTO BEAM - SEE I I <br />I I ROOF PLAN FOR MORE I I I <br />I I l <br />I INFO <br />I I I j l <br />SEE FLOOR PLAN FOR 1I <br />I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN I CONNECTION INFO I I I REQ'D ONLY WHEN <br />FOR COLUMN SIZE L_ J I I I INDICATED ON BM. <br />&ADDITIONAL INFO. --- — — -- I--- — -----� I---- — ----- SCHEDULE/PLAN <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 />1 (14) 10d x 1 1/2" NAILS <br />j 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 a� <br />FLOOR <br />CONNECTION r22*� <br />SCALE: N.T.S. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON B <br />SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT rA� <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 />A F_� A <br />SEE PLAN FOR <br />TOP OF BEAM <br />I <br />® I <br />I <br />-J <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />0 <br />CORNER A SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />XX <br />COMMON BM. ATTACHMENT <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />m <br />BM. SPLICE OVER <br />CL //— CENTER OF POST <br />MIDDLE <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 <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 />%2' CDX PLYWOOD OR %6" 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 />d' <br />GARAGE OR <br />LOWER SLAB <br />SEE PLAN <br />d <br />CV z <br />r <br />COMMON TRUSS <br />W/ INTERIOR BRG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />RUSS/ <br />A-qtOP WAL <br />`FSEE PLAN <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 Y TITEN HD <br />ANCHOR @ 24" O.C. W/ <br />MIN. 6" EMBEDMENT <br />e' - <br />�CaXd''�4 a <br />A. <br />e <br />4 MAIN HOUSE <br />d <br />. SLAB <br />4, <br />(2) #5's CONT. T&B <br />W/ #3 STIRRUPS AT <br />a a 4'-0" WHEN DEPTH <br />EXCEEDS 30" <br />9 n. <br />a <br />1'-4" <br />SECTION GARAGE MONO 21 <br />SCALE: N.T.S. <br />0 <br />cue - <br />�` <br />e <br />® <br />�a <br />E <br />-�'C M M N <br />H C <br />3 ti <br />L <br />ro� <br />m a� sa <br />e <br />WIV <br />Cr ^ :) <br />0 <br />`C14 <br />O r E S 1'a . <br />S <br />/l�f�titlliR�6�» <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 />Flonda Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />� R. 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