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SEE ROOF <br />PLAN SHEATHING <br />fi <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. -r=-- <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Qk OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />,/A TRUSS <br />USSES <br />HIP <br />G.T <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) 1 Od x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 1 Od <br />NAILS TO BEAM <br />SUPPORT COLUMN BUILT-UP <br />(2) 2x4's OR 4x4 w/ (2) 1 Od <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) 1 Od <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />(2) 12D NAILS —Y <br />AT 12" O.C. MAX <br />BEAM @ RAISED ENTRY <br />CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 <br />SCALE: NTS SCALE: NTS SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" <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 />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />CONV. FRAMED RIDGE <br />MAYBE 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. TRUSS <br />0 <br />r- <br />LO <br />91 <br />I <br />00 <br />i <br />m <br />LO <br />N <br />0 <br />v <br />0 <br />N <br />0 <br />J <br />�Ico <br />E <br />0 <br />00 <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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE , <br />DIRECTION TYP. —� <br />_—z-WOOD TRUSS -J <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 />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: 3/4" = 1'-0" <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />CB <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) 1 Od x <br />1 1/2" NAILS EACH <br />TB <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />TRUSS <br />VERTICAL SCAB 2 x 6 <br />SIMPSON LSTA18 <br />w/ (12) 10d NAILS <br />SIMPSON HUC410 w/ (14) <br />#2 SPF 48" O.C. W/ (4) <br />CENTERED AT <br />16d INTO HEADER & (6) <br />1 Od TOP & BOTTOM <br />SPLIT TO TIE <br />10d INTO BEAM - SEE <br />OR SIMPSON H2.5A w/ <br />BEAMS TOGETHER <br />ROOF PLAN FOR MORE <br />(10) 8d NAILS <br />INFO <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 />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) 1 Od <br />COMMON TOENAILS TO TIE BEAM <br />2X4 CONT. AT-/ CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL a@ INTERIOR BEARING <br />SCALE: NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OL VARIES <br />2x4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d _ <br />TOENAILS TO TOP - <br />PLATE & (2) 12d END MIN. (2) 2x4 <br />NAILS TO TRUSS SPF TOP <br />BOTTOM CHORD FPLATE <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />OILVARIES 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 />OIL SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />MIN. 2x4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />a <br />16" O.C. MAX. <br />INFO. <br />° <br />SECTION <br />@ ENTRY <br />r8 <br />SCALE: 3/4" = V-0" <br />L.SEE PLAN L. <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 />INDICATED ON BM. CONNECTION INFO r %ri-r 1 r1 A 1 n <br />OPTION A SCHEDULE/PLAN <br />OPTION B <br />COMMON <br />BM. <br />TO <br />POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & SCALE: 3/4"=V-0" <br />CONNECTION INFO. <br />A A <br />I SEE PLAN FOR <br />SIMPSON MTS18 w/ (14) <br />1 Od NAILS TYP. U.N.O. SEE PLAN FOR <br />CANT. IF <br />SEE FLOOR PLAN FOR INDICATED <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />O. <br />.0 <br />CORNER SEE FOUNDATION <br />° PLAN FOR MORE INFO <br />5" <br />�X <br />COMMON BM. ATTACHMENT <br />SCALE: NTS <br />2x4 STUDS w/ SIMPSON <br />SP1 w/ (10) 1 Od 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) 1 Od NAILS OR <br />SIMPSON MTS12 w/ <br />(14) 1Od x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />16" FLOOR SYSTEM -J FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION a@ FLOOR <br />CONNECTION 22 <br />SCALE:NTS <br />SEE 1 /S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />TRUSS <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />8d NAILS AT <br />4" O.C. <br />BM. SPLICE OVER <br />CENTER OF POST <br />SEE PLAN FOR <br />VALLEY TRUSS <br />INFO. <br />-• MASONRY WALL BELOW: SIMPSON <br />4 HETA16 w/ (9) 1Od 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 d°. (24) 1Od 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 �2 <br />SCALE: 3/4" = 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 />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />SIMPSON 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 />2x STUDS @ 16" O.C. <br />W/ SIMPSON SP1 w/ (10) 1 Od <br />NAILS AT BASE & SIMPSON <br />SP2 w/ (12) 1 Od 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) 1 Od x <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS W/---" <br />L (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'-O" <br />DETAILS &SECTIONS <br />C9 V <br />co <br />0 <br />- 01 <br />Z N <br />z _a <br />Q <br />z <br />2f <br />Cl <br />t/) CD <br />a) <br />w <br />ru_ Q <br />•V — <br />0 w <br />�r U <br />go <br />m N <br />W <br />of <br />— S <br />N M <br />cm M <br />O N <br />LL <br />�o <br />00 <br />0-o <br />B D® <br />N.0 B D C <br />N �O <br />LU O <br />Z W Z e z <br />U) <br />yam' J C a <br />r � L.L O .O W GL <br />LU N - ua <br />¢Q� <br />100,W >�-o a <br />z o �'¢ o <br />C <br />N (li <br />Doti <br />UL Z a��� !� <br />W NaMSR <br />F <br />NNI <br />•°jSE <br />0< <br />iR d`'- <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. 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 />4600 W. 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