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t-- <br />r <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 />BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) IL 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. 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 />♦.. -ivu lw L_rwl I iIwvv rr�� <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) 1Od x <br />1 1/2" NAILS EACH <br />TB <br />PRE-ENG. TRUSS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - <br />DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. <br />�LWOOD 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 />(2) #5's CONT. T&B w/ <br />4" <br />#3 STIRRUPS AT 4'-0" <br />WHEN DEPTH <br />EXCEEDS 30" <br />_ GRADE <br />• ZV ZZ_ <br />1'4' <br />PORCH SILL 15 <br />SCALE: N.T.S. <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS <br />:32 <br />C V <br />VERTICAL SCAB 2 x 6 <br />#2 SPF 48" O.C. W/ (4) <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 @ 2'-0"0.C. MAX. w/ (3) 1Od <br />COMMON TOENAILS TO BEAM <br />2X4 CONT. AT-J 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 />4" <br />- <br />FW- <br />Z to <br />• <br />a N <br />PORCH SLAB SEE <br />FOUNDATION PLAN <br />W <br />W <br />U) <br />Z <br />(2) #5's CONT. T&B _ <br />EE <br />~, <br />W/ #3 STIRRUPS AT <br />z <br />4'-0" WHEN DEPTH <br />T <br />EXCEEDS 30" <br />LOWER OR <br />GARAGE SLAB <br />1'4" <br />SEE PLAN <br />LARGE <br />STEP DOWN <br />17 <br />SCALE: N.T.S. <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 />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />Y A TRUSS <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />JACK <br />MAX 24" SPAN (EITHER tRUSSES 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 />z <br />O <br />Q <br />W <br />W <br />W <br />W <br />WOOD POST. SEE FLR <br />PLAN FOR SIZE & BASE <br />CONNECTION SEE <br />—� PLAN <br />EXTEND <br />- -- - — -- - -3c = SLAB 1 1/2" <br />- - (2) #5's CONT. T&B w/ <br />- 4„ <br />#3 STIRRUPS AT 4'-0" <br />PORCH SLAB SEE WHEN DEPTH <br />7 FOUNDATION PLAN EXCEEDS 30" <br />C'RADE <br />•, N cZ_ <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 <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 />1 1 <br />INFO <br />_ <br />1 1 MASONRY KNEE WALL MAX 3 <br />1 1 <br />= <br />COURSES w/ TOP K.O. COURSE <br />CMU BASE W/ (1) #5 1 <br />1 <br />1 1 w/ (1) #5 CONT. FILLED CELL <br />VERTICAL EACH <br />1 1 REQ'D @ MID SPAN MAX 6'-8" <br />CORNER FILLED I�r <br />Ak 1 i MAX 3 <br />SOLID. SEE ELEV. <br />- <br />1 �1 <br />------- <br />j---- <br />1 <br />1 <br />1 <br />11 j <br />11 1 <br />1 1 <br />1 <br />1 <br />1 <br />i <br />i <br />COURSE FOR BASE SIZE <br />(3) #5's EA. WAY j 711111 <br />-- • <br />PORCH SLAB SEE <br />Ak SLAB - _ - <br />FOUNDATION PLAN <br />LEVEL <br />2 #5' CONT T&B / <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 />CONTRACTOR TO INSTALL SEE CUT O s w N z <br />SECTION FOR #3 STIRRUPS AT 4'-0" - <br />MIN 3" x 3" WEEP HOLE <br />ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH <br />TO DRAIN WATER EXCEEDS 30" <br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN <br />ENTRY PORCH SILLrls <br />SCALE: N.T.S. <br />SIMPSON LSTA18 <br />w/(12)10dNAILS <br />POST ATT E T <br />----------� F-----------7 <br />SttF'LAN <br />CENTERED AT <br />SIMPSONHUC410w1(14) <br />I I I <br />I <br />FOR CANT. <br />SPLIT TO TIE <br />I I 16d INTO HEADER & (6) <br />I <br />I I <br />BEAMS TOGETHER <br />10d INTO BEAM - SEE <br />I I 1 <br />I I <br />I I ROOF PLAN FOR MORE I <br />I I <br />I INFO <br />I I <br />I <br />SEE FLOOR PLAN FOR <br />I I <br />I <br />' <br />I I COLUMN SIZE & BASE I <br />I I <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN <br />I CONNECTION INFO <br />I I <br />REQ'D ONLY WHEN <br />FOR COLUMN SIZE <br />L J I <br />L_ <br />I I <br />J <br />INDICATED ON BM. <br />& ADDITIONAL INFO. <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 />M OPTION <br />B CONNECTION INFO <br />OPTION C <br />SCHEDULE/PLAN <br />COMMON BM TO <br />EXTERIOR SHEATHING AC H M N A <br />ATTACHED PER SEE ROOF PLAN <br />NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. <br />CONNECTION INFO. <br />2x4 BASE PLATE W/ <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />SIMPSON MTS12 w/ <br />- <br />(14) 10d x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />j 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 aC� <br />FLOOR <br />CONNECTION r22"'� <br />SCALE: N.T.S. <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 SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />XX <br />COMMON BM. ATTACHMENT <br />SCALE: N.T.S. <br />BM. SPLICE OVER <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) 1Od <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) 1 Od <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" = V-0" <br />COMMON TRUSS <br />W/ INTERIOR BRG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />USS/ <br />Y2' CDX PLYWOOD OR %s" 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 <br />- • -• <br />�-_�. --L_ -_-mac._ l.. _-�, :_ ��-.� �- < 1-_ <"c _�.. _•� <br />. - • <br />MIDDLE GARAGE OR <br />LOWER SLAB <br />SEE PLAN <br />p � <br />2x4 #2 SPF STUDS @ <br />—�-��-- <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 />MIN. 6" EMBEDMENT <br />° <br />e' <br />d E a .. )C ➢ <br />e ° <br />° <br />MAIN HOUSE <br />e .. <br />c e' <br />SLAB <br />d a e_ <br />(2) #5's CONT. T&B <br />° <br />e a e <br />w/ #3 STIRRUPS AT <br />I <br />. a e <br />4'4' WHEN DEPTH <br />e e. d <br />° .e. d, <br />EXCEEDS 30" <br />° e 8 e." <br />N Z ° <br />• a. <br />i' ° . <br />11-41t <br />SECTION <br />SCALE: N.T.S. <br />GARAGE MONO/ 21 <br />en <br />tV <br />0 <br />R <br />to <br />o t 0 <br />a;z <br />a <br />o <br />C A V N <br />- m <br />N C W d <br />N-� N M <br />N O fp <br />d Qv L Q <br />= <br />a 3 <br />C <br />•�-' as <br />� <br />N F. <br />C <br />m <br />a G <br />�i l4 SiCiCi�ikl/!j(i <br />!�J/ <br />6 <br />�<'J\�c� <br />• EL`� <br />s4 <br />�JFES510� \\ <br />r <br />r��`�!`tf 6I I1 4 i tletl�tii\�`\ <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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