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__ III it 'l l 1 1 I LI I 1 I 1 11 1 -1. !. 1 <br />*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX <br />BEARING LOCATION, THE <br />ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />SEE SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN <br />PLAN TRUSSES W/ (2) 12D NAILS EACH <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />STRAPS <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />2X4 BLOCKING TYP. <br />CLIP EACH TRUSS <br />BETWEEN TRUSSES TRUSS <br />(2) 2x8 #2 SYP W/ <br />USP JUS46 OR JUS461F <br />(SEE ROOF PLAN <br />BLOCKING <br />/� <br />7/16" O.S.B. FLITCH <br />BUCKET TO COLUMN <br />FOR TYPE) <br />SECT. A -A <br />PLATE TOP @ TRUSS <br />FRAME OUT TO <br />° <br />BRG. <br />SUPPORT COLUMN BUILT-UP <br />BLOCK EDGE <br />A <br />(2)-2x4's OR 4x4 W/ (2)-10d <br />G.T. <br />NAILS @ 8" O.C. EACH PLY <br />SEE DETAIL 4/D1 <br />(SHOWN AS 4 x 4) <br />FOR BEAM SIZE <br />ADD 2X4 ALONGSIDE <br />EXTERIOR SHEATHING <br />° <br />TOP CHORD WHEN REQ'D <br />(2) USP HTA20's <br />ATTACHED PER NAILING <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING ACK <br />TYPICAL BLOCK <br />w/(10)-10d x 1 1/2 EA. TO COL. <br />SCHEDULE <br />2x SPF #2 <br />MAX 24" USSES SPAN (EITHER HIP <br />WALL <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) G.T <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM <br />BUILDER FRAME <br />CONTINUOUS LATERAL BRACING- <br />A <br />RADIUS <br />NAIL OVER X-BRACE AS SHOWN - <br />AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS <br />(2) 12D NAILS <br />FOR NAILING <br />AT 12" O.C. MAX <br />X-BRACING - 2x4 SPF OR SYP <br />BEAM @ RAISED ENTRY <br />w/ 2-16d @EACH TRUSS WEB <br />CROSS BRACING DETAIL (TYP.) <br />HIP/RIDGE BLOCKING DETAIL 2 <br />MASONRY WALL r4 <br />KNEEWALL ENTRY FRONT WALL K6 <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2"=1'-0" <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB <br />USP LSTA18 <br />CENTERED @ USP HD4101F BUCKET <br />SEE PLAN <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. <br />SPLIT TO TIE SEE ROOF PLAN FOR <br />FOR CANT. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO W/ (4) 10d TOP & <br />BEAMS TOGETHER MORE INFO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />W/ (14) - 10d X 1 1/2" EACH <br />SEE FLOOR PLAN FOR <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />SEE FLOOR PLAN CONNECTION INFO <br />REQ'D ONLY WHEN <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />•k COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />2x4 #2 SYP NAILER. NAIL <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 />EVERY 3rd <br />&ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN <br />TO STUDS w/3-16d @ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />REQ'D ONLY WHEN <br />OPTION A INDICATED ONSCHEDULE/PLANM <br />COLUMN SIZE & BASE <br />OPTION B CONNECTION INFO <br />OPTION C <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER wl3-10d <br />ROOF AND EXTERIOR <br />O.C. MAXIMUM. <br />2x4 SPF 2 <br />SHEATHING ATTACHED <br />7—PER NAILING SCHEDULE <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB SCREW EACH TRUSS <br />COMMON B M . TO POST ATTACHMENTKA <br />SEE 2ND FLOOR WALL SECTION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />OR USP RT7 @ 48" O.C. <br />FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />SEE ROOF PLAN <br />SCALE: 3/4„_ -1,- 0 „ <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />Dg B <br />FOR BEAM SIZE & <br />BM, SPLICE OVER <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />F <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A <br />2X4 BLOCKING <br />SEE PLAN FOR <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />TOP OF <br />BEAM <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />= <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM— <br />ME 31, <br />AT 8'-0" WOOD <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18 <br />USP ST18 <br />• <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. U.N.O. <br />• <br />THAN 4FT @ Z-0"O.C. MAX. w/ (3) 10d <br />SEE FLOOR PLAN FOR <br />CANT. IF <br />INDICATED <br />USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM <br />COLUMN SIZE & <br />TRUSS USP JUS26-2 <br />ADDITIONAL INFO. <br />TRUSS TO LEDGER <br />SEE FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY <br />(WOOD COLUMN SHOWN) <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AND J/S6 E <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITOH PLAN <br />�' <br />INTO END OF EACH FLOOR <br />FOR LOCATION AND <br />TRUSS, 24" O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />A -A ALTERNATE BLOCKING <br />CORNER <br />NAILS EACH DEAC E OFG.T. <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />SEE <br />FOUNDATION <br />(4) <br />DETAIL @ INTERIOR BEARING <br />- <br />M <br />�� PLAN FOR MORE INFO <br />MASONRY AL) WALL <br />4 <br />3 <br />J <br />SCALE: 1/2"=V-0" <br />COMMON BM. ATTACHMENT 18 <br />WOOD TRUSS <br />p` PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF g <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1 /2"=1'-0" <br />OL VARIES <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />2x STUDS @ 16" O.C. <br />W/ USP SPT22 @ <br />SEE PLAN FOR <br />ATTACHED PER <br />ADDITIONAL <br />8d <br />NAILS AT VALLEY TRUSS <br />BASE & SPT24 @ TOP <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ � <br />16" O.C. W/ (4) 12d fit_L COMMON TRUSSES. <br />" EXTERIOR SHEATHING <br />ATTACHED PER <br />OUTLOOKER <br />INFO. 4" <br />O.C. INFO. <br />2x BLOCKING BETWEEN <br />STUDS TO TRUSS W/ (2) <br />STRUCTURAL SHEATHING <br />TOENAILS TO TOP —�— —t^'- SEE TRUSS PLAN <br />PLATE & (2) 12d END MIN. (2) 2x4 i� FOR CONNECTION <br />TO TRUSS <br />2x4 STUDS W! USP NAILING SCHEDULE <br />SPT22 @BASE SEE � <br />� <br />12d TOENAILS EACH END <br />BETWEEN TRUSSES 2 <br />� ( ( ) <br />12d NAILS TO EACH <br />NAILS SPF TOP INFORMATION. <br />J/S6 FOR MORE <br />GABL <br />ATTACHED PER NAILING <br />BOTTOM CHORD PLATE <br />INFO. <br />LOW ROOF/WALL <br />VERTICAL STUD) <br />SCHEDULE <br />- <br />v <br />� <br />TRUSS <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />7 2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN <br />2x4 BASE PLATE W/ <br />%� <br />NAILS @ 16" O.C. ALONG W/ <br />04) VARIES <br />ROOFS SLOPE <br />FOR WALL LOCATION <br />� USP LSTA30 OR <br />1/2 PLYWOOD <br />L <br />_ USP MTW12 TO BLOCKING <br />WOOD WALL <br />SDS <br />MIN. 2x4 #2 SPF STUDS <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />- / BELOW @ 16" O.C. <br />�� <br />OR TRUSS. 2X4 CONT. W/ (2) <br />�--- @ <br />TYP TOP &BOTTOM <br />SEE PLAN 16d COMMONS <br />NAILS EACH <br />� 16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />i <br />� <br />=��Z��_•�� x <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />p 12d TOENAILS TO <br />�.. <br />MASONRY WALL BELOW: USP <br />/ <br />PLYWOOD <br />TRUSS OR <br />ROOF SYSTEM <br />(3) <br />SEE PLAN FOR PLATE BELOW <br />TOP OF WALL <br />— --i <br />MASONRY WALL <br />OR BEAM <br />HTA16 4-4- O.C. TO GABLE <br />TRUSS BEAM BELOW: USP <br />HTW20 @ 4'4" O.C. TO GABLE <br />- FLOORING <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN a, <br />TRUSS <br />- - - - <br />x <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />COMMON TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. <br />, � <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />�� <br />INFO. <br />SECTION @FLOOR <br />SPEC' S FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION @ ENTRY K8N <br />CONNECTION 22 <br />SECTION AT HIP GABLE �2 <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"=V-0" <br />DETAILS <br />& SECTIONS <br />u7 <br />Z t> <br />—o <br />z�z <br />Q <br />CU) z <br />to c� <br />4­1 w <br />� o <br />•V — <br />0 c <br />V) <br />10 <br />E <br />O <br />o <br />U <br />0 <br />co <br />dM <br />$ <br />to <br />N <br />O o <br />S ai <br />U S9 <br />�LL00 <br />0 to <br />no <br />0 <br />Q ZT <br />Vs{7 pO- <br />O) Q O <br />A <br />B <br />1 <br />D.; <br />N C.a D.0 <br />� <br />N <br />o � _ <br />Z <br />5p <br />m 1/ <br />' JS� <br />1-��yv, r <br />> p <br />i <br />_ <br />Oe n rCF <br />L6fik <br />0FE5S10�� <br />❑ <br />be the best of th E S'Ifjt r'$ k v�Irr 6R� rmation, and <br />belief, the structural p 1 loos 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 <br />O r� <br />�>-+ M O <br />M <br />Q U-) -gyp Lr) <br />d Uf •L � <br />a U_ <br />z <br />fl. 00 <br />a <br />zU E� <br />i� <br />Z � <br />WJ <br />0 <br />d- <br />W <br />za <br />F <br />Lu <br />Uzd0 <br />oow, <br />Z <br />yb <br />¢ JwLU <br />awi`O <br />° to <br />z <br />z6 <br />O <br />0 <br />� <br />O <br />U� <br />H <br />W <br />U) <br />o <br />OULu <br />> <br />_ <br />z <br />Q <br />o� <br />zo <br />� <br />�--- <br />W <br />x i�' c`5 <br />o <br />go <br />M <br />Z <br />8� <br />Z <br />J <br />N <br />w <br />=oaC8 <br />W <br />e L <br />R Z U <br />Sao <br />a <br />z <br />Q�z <br />� <br />Z <br />Z <br />tu <br />m <br />� <br />QO <br />g <br />w <br />2 <br />z <br />uj <br />•� <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAN D <br />VERSION NO. 2,.0 <br />SHEET NO. <br />D1 <br />