Laserfiche WebLink
IM11"0I1" <br />W <br />42 <br />0 <br />i <br />m <br />N <br />C9 <br />S <br />0 <br />0 <br />J <br />co <br />0 <br />I <br />Cr <br />0 <br />3 <br />C <br />a <br />N <br />N <br />0 <br />E <br />H <br />co <br />E <br />O <br />0 <br />i <br />v <br />i <br />'o <br />i <br />U <br />a <br />z <br />N <br />0 <br />i <br />0 <br />J <br />CD <br />CL <br />S <br />i <br />Q <br />rR <br />CROSS BRACING DETAIL (TYP.)rl <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 />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 />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 CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. <br />----L-WOOD TRUSS J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: N.T.S. <br />-PORCH SLAB SEE <br />FOUNDATION PLAN <br />4" <br />11-411 <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 />AT8'-0" <br />MAX <br />WOOD <br />TRUSS <br />T <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 />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 <br />SEE PLAN FOR <br />FOR BRG. OR <br />REQ'D STAIR INFO. <br />NON-BRG. WALL <br />IF CONCRETE STAIRS <br />FORMED & POURED <br />W/ (1) #5 EACH STEP <br />W- <br />— 14'�[\' <br />z to <br />v <br />PORCH SLAB SEE <br />04 <br />a <br />FOUNDATION PLAN <br />w <br />Rr <br />(2) #5's CONT. T&B <br />:.,, •. <br />�. <br />w/ #3 STIRRUPS AT <br />iv z <br />4'-0" WHEN DEPTH <br />'- <br />EXCEEDS 30" z <br />LOWER OR <br />GARAGE SLAB <br />V-4„ <br />SEE PLAN <br />LARGE STEP <br />DOWN <br />1 � <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />LK <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 <br />MAX 24" SPAN (EITHER A USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS 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 SEE <br />—� PLAN <br />I EXTEND <br />_ SLAB 1 1/2" <br />4�� (2) #5's CONT. T&B w/ <br />- #3 STIRRUPS AT 4'-0" <br />WHEN DEPTH <br />PORCH SLAB SEE 7 <br />FOUNDATION PLAN EXCEEDS 30" <br />t •. - N z D <br />1'4' <br />2 ENTRY PORCH SILL 14 <br />SCALE: N.T.S. <br />WOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN <br />FOR COLUMN INFO WOOD OR MASONRY <br />O MASONRY <br />z <br />O <br />w <br />J <br />w <br />w <br />w <br />INTEGRATE M <br />KNEEWALL IN <br />MAIN HOUSE <br />REQUIRED <br />MASONRY KN <br />COURSES w/ <br />W/ (1) #5 CON <br />I ' REQ'D @ MID <br />I <br />( <br />I <br />ASONRY AB VE <br />T. <br />TO CMU BASE OR PIER SEE FLOOR <br />PER ELEVATION IF PLAN FOR COLUMN <br />INFO <br />EE WALL MAX 3 <br />TOP K.O. COURSE CMU BASE W/ (1) #5 <br />FILLED CELL VERTICAL EACH <br />SPAN MAX 6'-8" CORNER FILLEDAk <br />MAX 3 SOLID. SEE ELEV. I <br />COURSE FOR BASE SIZE <br />(3) #5's EA. WAY <br />- _ Vo < <br />PORCH SLAB SEE <br />Ak SLAB <br />FOUNDATION PLAN <br />LEVEL <br />(2) #5's CONT T&B w/ = <br />z <br />CONTRACTOR TO INSTALL SEE CUT - • ° <br />MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4 -0 <br />MORE INFO WHEN DEPTH <br />ALONG w/ PITCHING SLAB EXCEEDS 30" 1_4 <br />TO DRAIN WATER <br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN <br />ENTRY PORCH SILLr16 <br />SCALE: N.T.S. <br />SIMPSON LSTA18 <br />W/ (12) 1Od NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />'IMPSON HUC410 w/ (14) <br />6d INTO HEADER & (6) <br />Od INTO BEAM - SEE <br />(OOF PLAN FOR MORE <br />VFO <br />SEE FLOOR PLAN FOR r-- <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 />FOR CANT. <br />COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C <br />EXTERIOR SHEATHING <br />ATTACHED PER SEE ROOF PLAN <br />NAILING SCHEDULE FOR BEAM SIZE & <br />CONNECTION INFO. <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 <br />BELOW @ 16" O.C. <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r22%N� <br />SCALE: N.T.S. <br />COMMON BM. TO POST ATTACHMENT <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 A <br />SEE PLAN FOR <br />P OFWAM <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />CORNER G SEE FOUNDATION <br />PLAN FOR MORE INFO <br />COMMON BM. ATTACHMENT <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 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. r. <br />1 <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 s <br />SCALE. 1/2 - 1 -0 <br />Y2' CDX PLYWOOD OR Y/s' 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 />SCALE: N.T.S. <br />BM. SPLICE OVER <br />CL CENTER OF POST <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 />SIMPSON (2) <br />HTS20 w/ (14) <br />10d NAILS <br />TYP. U.N.O. <br />a <br />MIDDLE GARAGE OR <br />LOWER SLAB <br />SEE PLAN <br />COMMON TRUSS <br />W/ INTERIOR BRG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />MIN. (2) 2x8 #2 SYP <br />HEADER. SEE Q/S4 FOR <br />REQ'D CONNECTIONS <br />I <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 />J-BOLT OR Y2 TITEN HD <br />2 <br />ANCHOR @ 24" O.C. W/ <br />• <br />MIN. 6" EMBEDMENT <br />4.�^4' <br />a : . <br />•' ° <br />° •' <br />MAIN HOUSE <br />SLAB <br />.'w . <br />d4. <br />(2) #5's CONT. T&B <br />° <br />w/ #3 STIRRUPS AT <br />a <br />e d <br />-04'" WHEN DEPTH <br />a . ` d <br />EXCEEDS 30" <br />r'.• • e.._a. <br />a <br />° <br />V-4" <br />SECTION GARAGE MONO 21 <br />SCALE: N.T.S. <br />N <br />N <br />co <br />c%4 <br />Q <br />C W <br />Ito <br />aR C-1 <br />o m x . <br />.r �u.a <br />•y d C cc <br />4 N <br />d <br />dog <br />rx- 11 cv <br />�y c© <br />� � T <br />'n �- <br />o <br />d <br />u <br />��s�\````�Rollrr�r�����01'4" <br />'��' <br />- U O�O�F <br />,f �. ........ <br />��•�''!f/rrll IIt6'1������� <br />To the best of the Engineer's knowledge, informaton 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />g <br />o 8$ <br />0(a <br />e Q] N <br />(ii <br />0 <br />-NO ' # LL <br />0Mv <br />r J LL W <br />LL W <br />v' <br />Z <br />[1 <br />to LL <br />— p Y <br />r- 0 50 <br />W <br />o2�� <br />�� <br />IL W <br />2 m w <br />ZN <br />O U � y <br />W <br />00 <br />Z N � <br />z <br />z <br />Q <br />z <br />Co. <br />v0 <br />Q) <br />4-, <br />LU <br />V <br />(D <br />� <br />O <br />w s <br />N <br />c m <br />�N <br />F- V7 <br />w <br />F- L O <br />x O <br />Q <br />—0 <br />sm <br />co <br />M <br />w <br />zM <br />r= <br />Q- E <br />EE <br />U <br />0 <br />2� <br />;¢ <br />O <br />2N <br />�o <br />�® <br />• <br />��- <br />6W <br />R ° <br />U <br />W O <br />°% <br />z <br />o <br />N <br />i <br />�� <br />o <br />Sao <br />wZ <br />ate+ <br />coC <br />C <br />y o <br />m� <br />I ° <br />iz <br />Z <br />> Z <br />F z <br />3 <br />IL <br />0.° <br />U <br />�w <br />Wz <br />C.)¢¢� <br />j <br />N <br />F <br />O� <br />w° <br />Y <br />1 0 <br />>i <br />IT <br />ii <br />24 <br />O° <br />L <br />= <br />o <br />x <br />0 <br />°' <br />M <br />T <br />c� <br />CID '— <br />O <br />T <br />T <br />'^ U <br />v, m <br />LO <br />O <br />I� <br />'� <br />N <br />N <br />N <br />Q <br />� <br />T <br />ai <br />N <br />� <br />j <br />(V <br />y (� <br />c <br />Z <br />Z <br />E o <br />E <br />m <br />2 <br />to <br />c0 _j <br />¢ cc <br />JOB <br />NO: <br />22-08308 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />D1 <br />(MONO) <br />