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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 APUSSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP @ TRUSS E <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 1 112" <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 />�uLu. L-1-%%al, it,vvv vV�.v BEAM @RAISED ENTRY <br />"I r--i <br />CROSS BRACING DETAIL JYP)rj_" HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL r6 <br />SCALE: 1/2" = V-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-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 />TRUSS NOTES: <br />FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014CON <br />M <br />MAYBE NAILED <br />MAY B <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 />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 />9 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />MAX & EACH END ALTERNATE BETWEEN EA. TRUSS <br />DIRECTION TYP. <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) 10d x <br />1 1/2" NAILS EACH <br />�' V <br />TB <br />:32 <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />SIMPSON LSTA18 <br />VERTICAL SCAB 2 x 6 <br />w/ (12)10d NAILS <br />#2 SPF 48" O.C. W/ (4) <br />CENTERED AT <br />10d TOP & BOTTOM <br />SPLIT TO TIE <br />OR SIMPSON H2.5A w/ <br />BEAMS TOGETHEF <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 />SEE FLOOR PLAN <br />FOR COLUMN SIZI <br />& ADDITIONAL INF! <br />'IMPSON HUC410 w/ (14) SEE PLAN <br />6d INTO HEADER & (6) FOR CANT. <br />Old INTO BEAM - SEE <br />1OOF PLAN FOR MORE <br />VFO <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 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 <br />SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C. <br />COMMON BM. TO POST ATTACHMENT KA� <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />A F_� A <br />SEE PLAN FOR <br />SCALE: 3/4"= V-0" <br />BM. SPLICE OVER <br />CENTER OF POST <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 />�F <br />w/ (3)10d PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />A <br />v <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />. <br />AT 8'-0" WOOD <br />SIMPSON LUS26 w/ (8) 10d NAILS <br />o <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />SIMPSON MTS18 w/ (14) <br />OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON <br />LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d <br />CANT. IF MTS18 w/ (14) <br />SEE FLOOR PLAN FOR INDICATED <br />LEDGER AND J/S6 FOR MORE INFO. <br />N <br />COMMON TOENAILS TO RIDE BEAM <br />10d NAILS <br />COLUMN SIZE & TYP. U.N.O. <br />VERIFY WITH PLAN FOR <br />ZX10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION <br />o <br />2X4 MASONRY <br />ADDITIONAL INFO. <br />WOOD COLUMN SHOWN <br />( ) <br />1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH <br />� <br />D STEEL <br />CHORD <br />T & B CHORD BEARIOR WOOD NG SUPPORT <br />MIDDLE <br />FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) <br />°. <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />Q <br />SCREWS EACH SIDE) (TYPICAL) <br />LO <br />A -A ALTERNATE BLOCKING <br />CORNER <br />SECTION AT LOW ROOF g <br />SEE FOUNDATION <br />DETAIL @ INTERIOR BEARING <br />° PLAN FOR MORE INFO <br />SCALE: 1/2" _ -1-0 n <br />N <br />3 <br />SCALE: 1/2" _ ,'-o" <br />COMMON B M ATTACHMENT 1 g <br />M <br />WOOD TRUSS <br />. <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" <br />J SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />N TYP. WOOD WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />4 SCALE: 1 /2"= V-0" <br />VARIES 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR— SEE PLAN FOR w! SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON <br />i NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS h SP2 w/ 12 10d NAILS AT TOP <br />( ) <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4 O.C. INFO. <br />16" O.C. W/ (4) 12d --- COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON TO TRUSS W/ (2) 12d TOENAILS <br />NAILING SCHEDULE <br />a PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL <br />N ATTACHED PER NAILING BOTTOM CHORD GAB LOW ROOF/WALL <br />SCHEDULE PLATE MORE INFO. N TRUSS STUD) <br />0.SHEATHING ATTACHED <br />o PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />t <br />VARIES SEE PLAN " 2x4 BASE PLATE W/ <br />2 VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE SIMPSON LSTA30 w/ <br />$ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x <br />WOOD WALL EACH COMMON r 1 1/2" NAILS LS TO BLOCKING <br />SIMPSON MTS12 w/ BELOW 16" O.C. <br />TRUSS/ FRAMING <br />y MIEN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP & BOTTOM <br />M TRUSS. 2X4 CONT. W/ (2) <br />SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER <br />SE <br />SHEATHING ATTACHED BELOW @ 16" O.C. <br />NAILS EACH PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON <br />( PLYWOOD <br />STUD TYP. T&B <br />) 12d TOENAILS TO 3 a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM TOP OF WALL OR BEAM <br />2 v <br />BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN 4. 24 10d x 1 1/2 NAILS 4 - <br />MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER ( ) �� @ ' 0" O.C. <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />a MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w! SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER INFO. SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />o CONNECTIONS TO G.T. <br />EXTERIOR. WALL 7 SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE62� SECTION BUMP OUT 39 <br />M <br />SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />U� <br />.-, <br />z <br />zC)cc <br />z <br />Q <br />a <br />z <br />to (D <br />W"'„, <br />O LU <br />E <br />� U <br />m <br />W <br />cm rNi M <br />C f0 M <br />O _ N <br />U <br />0 <br />o <br />B D. <br />"_ <br />=Jl I <br />� <br />N <br />� ctpp <br />� N <br />M <br />oW <br />tL <br />W ���No44 <br />V away <br />LL <br />Z 0 «y <br />5 2- <br />U O <br />z E N <br />l�tl m� W (gyp <br />Z <br />m <br />¢ M1- <br />W <br />J D <br />U <br />U <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />0 <br />1-4 M O <br />M <br />¢ � M Ln <br />Ln <br />Q C LL <br />�- <br />F- <br />fu <br />� V a00 <br />WJ <br />Z <br />CD <br />J <br />wn <br />Q2Q a <br />WZ <br />1.1 <br />000 _3 <br />CCW <br />IL <br />O <br />C <br />� Z <br />L <br />Lr) <br />Z <br />0 <br />8 <br />xz <br />f7g� .2 <br />z <br />LL <br />� <br />F� <br />U <br />S <br />L3 <br />U <br />O <br />N <br />ots <br />U <br />= <br />uJ <br />F— <br />L �g <br />0 <br />°` <br />Z <br />^ <br />w <br />Ln <br />W <br />Z <br />Lij <br />� <br />Z <br />a <br />Z� <br />� <br />�g <br />O <br />Z <br />�j <br />z <br />m <br />co <br />guj <br />W <br /><Z <br />o <br />� <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO. 5nO <br />SHEET NO. <br />D1 <br />