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CROSS BRACING DETAIL (TYP.) <br />SCALE: NTS <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />CONV. FRAMED RIDGE <br />MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSSi <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. <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. <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />MAX &EACH END ALTERNATE , <br />DIRECTION TYP. , <br />c <br />a> <br />v <br />x <br />g <br />d- <br />d- <br />I <br />x <br />0 <br />0 <br />0 <br />�- <br />I <br />00 <br />��� WOOD TRUSS -' <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: NTS <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />�� %1:71�y�i�/� <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: 3/4" = 1'-0" <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />rri c.- i vu lw �i--w� i i i wvv r v w <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 />CONT. ROOF SHEATHING AT TRUSS TOP - <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />2X4 CONT. AT <br />T & $CHORD <br />TRUSS <br />SEE ROOF <br />PLAN � SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Gz OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />___-__- <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER ACK <br />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: NTS <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) #7 x 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 />„k „� 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO TIE BEAM <br />CONC. MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL aC� INTERIOR BEARING 3 <br />SCALE: NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />VARIES <br />2x4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d <br />TOENAILS TO TOP <br />PLATE & (2) 12d END - <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />MIN. (2) 2x4 <br />SPF TOP <br />PLATE <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />� MIN. 2x4 #2 SPF STUDS @ <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />� ; <br />MIN. 2x4 #2 SYP P.T. PLATE <br />> <br />'. <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />� 0 <br />16" O.C. MAX. <br />INFO. <br />° <br />SECTION <br />ENTRY <br />8 <br />SCALE; 3/4" = 1'-0" <br />SIMPSON LSTA18 <br />w/ (12) 10d NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INFc <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP @TRUSS 8 <br />U.N.O. ON ROOF <br />PLAN <br />TYPIC <br />WALL <br />NOTE: PENDING BEAM <br />BEARING. LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />COLUMN w/ (2) SIMPSON <br />HTS20 w/ (24) 10d x 1 1 /2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 10d <br />NAILS TO BEAM <br />SUPPORT COLUMN BUILT-UP <br />(2) 2x4's OR 4x4 w/ (2) 10d <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) SIMPSON HETA20 w/ (8) 10d <br />x 1 1/2" NAILS EACH - OR (2) <br />SIMPSON MSTAM36 w/ (7) 10d <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM aC� RAISED ENTRY <br />2 MASONRY WALL 4 <br />SCALE: 1/2" = 1'-0" <br />SEE PLAN <br />iIMPSON HUC410 w/ (14) FOR CANT. <br />6d INTO HEADER & (6) <br />Od INTO BEAM -SEE <br />tOOF PLAN FOR MORE <br />NFO <br />SEE FLOOR PLAN FOR <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'[) ONLY WHEN COLUMN SIZE & BASE <br />0 PT I O N A SCHEDUEDE/PLANM O PT I O N B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT �a� <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />SIMPSON MTS18 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 />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />CORNER � SEE FOUNDATION <br />° PLAN FOR MORE INFO <br />5" <br />X�I' <br />COMMON BM. ATTACHMENT <br />SCALE: NTS <br />2x4 STUDS w/ SIMPSON <br />SP1 w/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <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 />(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 aC� FLOOR <br />CONNECTION 22 <br />SCALE: NTS <br />SCALE: 3/4"=1'-0" <br />SEE 1 /S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />lC� <br />TRUSS <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP &BOTTOM <br />�� BM. SPLICE OVER <br />CENTER OF POST <br />MIDDLE <br />SEE PLAN FOR <br />8d NAILS AT � VALLEY TRUSS <br />4" O.C. INFO. <br />`-• MASONRY WALL BELOW: SIMPSON <br />a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />MASONRY WALL .� � � 4'-0" O.C. TO GABLE TRUSS <br />OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />. TO GABLE TRUSS <br />Q � COMMON TRUSS <br />° SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE 12 <br />SCALE: 3/4" = 1'-0" <br />EXTERIOR ; <br />ATTACHED <br />SCHEDULE <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />CLIP EACH TRUSS <br />(SEE ROOF PLAN <br />FOR TYPE) <br />FRAME OUT TO <br />BLOCK EDGE <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL a� ENTRY FRONT WALL <br />SCALE. 1/2 - 1 -0 <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3) 16d AT <br />EACH STUD -TOENAIL ROOF AND EXTERIOR <br />EACH TRUSS TO NAILER SHEATHING ATTACHED <br />w/ (3)10d PER NAILING SCHEDULE <br />FOR ADD TIONALVINFORMATION <br />SIMPSO(� LUS26 w/ (8) 10d NAILS � <br />OR IF 2 PLY TRUSS SIMPSON <br />LUS26-2 w/ (8) 16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />LOCATION AND DIRECTION <br />1/2" X 41/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />SECTION AT LOW <br />ROOF 9 <br />SCALE: NTS <br />LOW ROOFNVALL� <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />C� <br />2x STUDS @ 16" O.C. <br />w/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />SP2 w/ (12) 10d NAILS AT TOP <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END (BETWEEN TRUSSES <br />(2) 12d NAILS TO EACH VERTICAL <br />STUD) <br />2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON MTS12 w/ (14) 10d x <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS W/---� <br />� (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />EXTENSION SEE TRUSS. <br />SIMPSON LUS24-2 w/ (16) <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION <br />BUMP OUT. 39 <br />SCALE: 3/4"=1'-0" <br />DETAILS &SECTIONS <br />��r <br />z� <br />0 <br />-� <br />z� <br />z <br />Q <br />`� z <br />t/') C.9 <br />�_ p <br />�V — <br />0 "' <br />� <br />� <br />o <br />�� <br />U <br />o 0 <br />m �- <br />W � <br />F- <br />q) M <br />m M <br />�� <br />C..) <br />oho <br />�"� <br />�o <br /><t <br />Sao <br />m <br />�o <br />A 1 <br />B D® <br />��°B°° <br />N �D <br />.-+ N_ <br />.w � � � <br />v � O N N <br />Z lil M��z w z° <br />� <br />�. � j �'J- o W <br />a � " c.i <br />� �' a <br />W V >=LLo <br />�W -��� <br />Z <br />N o�� � <br />� <br />� � � <br />Z � <br />Q N a M� Q <br />W <br />o� � o <br />t��%���li ❑ ❑ <br />��ovti Iry ��>/ <br />�`�\��y\� <br />.` q-�r'�ySE• <br />�'; <br />ti `� <br />:� <br />G <br />--� � e to : -ti► <br />= � ' ---� h� � Q • S <br />-: <br />�, .,' J r. <br />1 <br />/a�����/j�'A� <br />O`F E S S� O ,������ <br />��/�r/�tl 111114tt����' <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />�� <br />4600 W. Cypress St, Suite 200 � Tampa, FL 33607 <br />www. 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O <br />SHEET NO. <br />D1 <br />