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`DIAGONAL SPACED <br />AT 15'-0" O.C. MAX <br />CONTINUOUS LATERAL <br />BRACING- NAIL OVER <br />X-BRACE AS SHOWN - <br />INSTALL BLKG. AT TRUSS <br />WEBS FOR NAILING <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = 1'-0" <br />SEE ROOF <br />PLAN SHEATHING <br />f—BLOCKING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />X-BRACING - 2x4 SPF OR <br />SYP w/ 2-16d @ EACH TRUSS <br />WEB <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 <br />SIDE OR BOTH IF REQ'D) <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 />USSES <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL r2 <br />SCALE: 1 /2"=1'-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />FRAMED RIDGE 2X4 STUDS &PLATES AT <br />CON1. <br />WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />MAY B <br />MAY NAILED EACH DIRECTION TYP. U.N.O. <br />U.N.O. <br />TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER <br />( ) <br />W/ MIN. (4) 12d WHEN <br />N. <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 2x8 BLKING. NAILED @ EACH <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SIDE w! (3) 12d NAILS WHEN <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />REQUIRED w/ (2) USP HTW20 <br />REQUIRED <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION <br />- X 1 1EACH <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 />° <br />•�C <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/ 2-16D <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB <br />B <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />PRE-ENG. TRUSS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN �A. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />MAX &EACH END ALTERNATE <br />DIRECTION TYP. —� <br />A <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />♦.VV✓ I I.V VV <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1 /2"=1'-0" <br />2 x P.T. BLOCKING <br />BY FRAMER FOR PROVIDE 25" LAP <br />PLYWOOD EDGE SPLICE @ F.C. REBAR <br />NAILING <br />- z / <br />PROVIDE (4) 10d <br />TOENAILS FROM - TOP -CHORD BEARING <br />TRUSS TO LEDGER FLOOR TRUSSES @ <br />24" O.C. <br />2) 2x8 SYP #2 P.T. <br />LEDGER ATTACHED TO <br />MASONRY w/ (2) ROWS <br />i <br />1/2" SIMPSON TITEN HD, <br />MIN. 4" EMBEDMENT PER <br />5401 SPACING. <br />DOUBLE KNOCK -OUT = <br />BLOCK w/ (1) #5 CONT. <br />IN EACH COURSE. ` <br />FLOOR CONNECTION @ EXTERIOR WALL <br />SCALE: 3/4" = V-0" <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />TRUSS <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 10d TOP & <br />BOTTOM OR USP RT7 <br />OR HCLR/LL W/ 8 - 8d <br />IN PLACE OF (4) 10d <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2X4 SPF 2 <br />(2) #7X 3-1/2" WOOD <br />SCREW EACH TRUSS <br />OR USP RT7 @ 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) 10d <br />COMMON TOENAILS TO RIDE 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 3 <br />SCALE: 1/2" = V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />2'-0" MIN. <br />V-0" 6" 6" L 1'-0" 6" 6" 1'-0" <br />TYP. TYP. <br />O O 1 O O O 0- <br />SPLICE <br />O 1 O O O <br />2'-0" SPLICE BEYOND 2'-0" <br />PART. ELEV. VIEW <br />1 all n <br />�L <br />] <br />E <br />LEI <br />IN <br />E <br />It <br />rEj <br />a <br />- PROVIDE 30" LAP SPLICE <br />@ F.C. REBAR. <br />PROVIDE 8d NAILS <br />@4"O.C. <br />FLOOR TRUSSES <br />—@ 24" O.C. <br />DOUBLE KNOCK -OUT <br />BLOCK W/ (1) #5 - �—ALTERNATE: <br />CONT. IN EACH SINGLE 2x8 SYP #2 P.T. <br />HIP COURSE LEDGER ATTACHED TO MASONRY W/ <br />G.T (2)-1/2" DIA. TITEN HD MIN. 6" <br />` EMBEDMENT PER 54/D1 SPACING <br />USP HGAM10 @ <br />4'-0"O.C.T&B <br />FLOOR ATTACHMENT 50 <br />SCALE: 3/4" = V-0" <br />L <br />(2) 2x8 SYP #2 P.T. CONT. <br />LEDGER w/ (2) ROWS OF 1/2" <br />TITEN HD STAGGERED @ 24" <br />O.C. w/ 4" EMBEDMENT & 6" <br />EACH SIDE OF SPLICE & <br />EACH END. <br />EDGER <br />OGETHER w/ <br />PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. <br />LEDGER SPLICE DETAIL 54 <br />SCALE: 3/4" = V-0" <br />OPTIONAL 6" WIDE BOARD BATTEN <br />STRIPS TO ELIMINATE 3/4" AIR <br />SPACE. SEE MANUFACT. SPECS. <br />ff 1P lkl[ /11 1 —1—f <br />MASONRY <br />SEE PLAN <br />M\ 10A-rnCAIAILS <br />2X6 P.T. CONT. <br />LEDGER T&B W/ (2) <br />1/4" X 3" TAPCONS @ <br />24" O.C. T&B <br />TRUSS <br />var JLGV Wr ( I V/ I VV X 1 1/2' <br />NAILS TRUSS TO LEDGER <br />LEDGER DETAIL <br />SCALE: 3/4" = V-0" <br />3/4" MIN. AIR SPACE <br />WOOD TRUSS <br />:. <br />1" DENSGLASS ULTRA <br />ATTIC DETAIL - ADJACENT TO TRUSSES <br />SHAFT LINER <br />OPTIONAL 6" WIDE BOARD <br />GA ASW 1002 SCALE: 3/4"=1'-0" <br />BATTEN STRIPS TO <br />ELIMINATE 3/4" AIR SPACE. <br />2 x4 BLOCKING @ 48" O.C. MAX. W/ <br />1 TOE NAILS @EACH END & <br />5 LB FELT (SHINGLES) <br />SEE MANUFACT. SPECS. <br />FOR INSTALLATION. <br />GLUED TO ROOF SHEATHING <br />IRE RESISTANT OSB 7/16" <br />2" CLG. RUNNER FIRE CAULK <br />SHEATHING 4' ON EA. SIDE <br />CEILING BOARD — <br />PRE -ENGINEERED ROOF <br />RUNNER TO SHEATHING <br />OF WALL NOT STAGGERED <br />TRUSSES AT 24" O.C. MAX <br />ABOVE AT EACH SIDE <br />OVER PARTY WALL <br />2X4 LEDGER @ 48" O.C. <br />- <br />MAX VERTICALLY NAILED <br />(2) LAYERS 1"X24" PROPRIETARY <br />a: <br />TO TRUSS WEBS W/ (2) <br />TYPE "X" GYP. PANELS INSERTED <br />8d (TYP.) <br />BETWEEN 2" FLOOR & CLG. RUNNERS <br />BASE BOARD <br />W/ 2" STEEL H STUDS BETWEEN <br />I <br />EXTEND BURN CLIPS AS PER <br />PER SPECS. <br />ADJACENT PAIRS OF GYP. PANELS. <br />° ° <br />2 x P.T. BLOCKING <br />2" FLOOR RUNNERSPECIFICATIONS <br />° <br />�_j <br />R30 INSUL. MIN. <br />FIRE WALL MFG. <br />NAILED INTO <br />BY FRAMER FOR <br />W/ 3/16" DIA. x 1 3/4" --. - <br />- <br />I a o <br />2X4 LEDGER ONLY AT EACH <br />PLYWOOD EDGE <br />NAILING <br />TAPCONS AT 16 �� <br />o o <br />SIDE OF STEEL "H" STUD. <br />O.C. FIRE CAULK — <br />PROVIDE (4)-10d — <br />-" - -- <br />RUNNER TO BLOCK <br />TOENAILS FROM <br />WALL EACH SIDE <br />TRUSS TO LEDGER <br />(1) LAYER 1/2" HIGH STRENGTH <br />EACH SIDE <br />STD 909 HOOK <br />" " <br />OR 5/8 GYP. WB. W/ 1 3/8 <br />DRYWALL NAILS OR DRYWALL 3/4" FLOOR <br />SCREWS 7" O.C. EDGES. SHEATHING <br />(1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED <br />(SEE FILL CELL PLAN FOR AFTER INSTALLING RBC'S <br />LOCATIONS) <br />8"x8"x16" CONC. KNOCKOUT <br />2 x P.T. BLOCKING BY FRAMER FOR <br />BLK. W/ 1 #5 ROD CONT. <br />PLYWOOD EDGE NAILING <br />FILLED W/ GROUT <br />\\ y <br />(2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) <br />4"x4" INSPECTION PORT AT <br />ROWS OF 1/2" TITEN HD STAGGERED @ <br />EACH FILLED CELL (TYP.) <br />.. <br />24" O.C. w/ 4" EMBEDMENT & 6" EACH w <br />v <br />SIDE OF SPLICE &EACH END, SEE 54/D1. z =, <br />1x P.T. BASE NAILER <br />PRE-ENGINEERE <br />CL <br />STD. 90° HOOK <br />FLOOR TRUSS' AT <br />3/4" PLYWOOD DECKING GLUED AND <br />a <br />NAILED W/ 8d COMMON AT 6" O.C. `� g <br />(SEE DETAIL) <br />24" O.C. <br />EDGES AND 12" O.C. FIELD <br />NAIL FLOOR TRUSS TO LEDGER <br />�W/ (4) 10d TOENAILS (TYP.) <br />GYP. BOARD CLG.--j <br />1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W j <br />OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d <br />/\ <br />COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CHI�RG. <br />TRUSS FOR AN AREA < 1000 S.F. AND SEALED \�00 TEM <br />PENATRATION AREAS W/ FOAM. DRAFTSTOPPI -- <br />SHALL DIVIDE THE CONCEALED SPACE INTO <br />APPROX. EQUAL AREAS <br />(1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. <br />WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ <br />A HABITABLE ROOM ABOVE) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS <br />7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES <br />(1) #5 VERT. IN FILL CELLS <br />(SEE FOUNDATION PLAN FOR LOCATIO <br />8" CONC. BLOCK (TYP.) <br />1x P.T. BASE NAILER <br />6x6 W1AxW1.4 WWF. <br />8"x8"x16" CONC. KNOCKOUT <br />BLOCK W/ (1) #5 ROD CONT. <br />FILLED W/ GROUT <br />1" P.T. NAILER <br />��_�R-3 MIN. INSUL. PER. FBC. <br />1/2" GYP. WB. <br />TYP. "S" MORTAR (TYP.) <br />v <br />Z J <br />ga <br />Cn <br />Ng <br />4"x4" INSPECTION PORT. <br />""—AT EACH FILLED CELL (TYP.) <br />o <br />• • <br />(4) #5 CONT. STD. 90Q HOOK <br />ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) <br />2-STORY PARTY WALL SECTION rPW01 <br />SCALE: 3/4"=1'-0" <br />SEE 53/D1 FOR <br />LEDGER CONNECTIONS <br />1/2" GYP. BD. ---� <br />(2)-1 X 4 P.T. BASE <br />NAILER <br />BASE BOARD — <br />PER SPECS. <br />CONC. SLAB <br />SEE FOUND. PLAN <br />6 MIL VISQUEEN — <br />TREATED SOIL <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />VARIES W/ <br />• <br />ROOF SLOPE <br />MASONRY WALL <br />SEE FLOOR <br />MIN. 2X4 #2 SPF P.T. <br />PLAN FOR MORE <br />CONT. W/ (2) 1/4 <br />INFO, <br />TITENS SCREWS AT <br />16" O.C. <br />TRUSS OR <br />ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL 52 <br />SCALE: 3/4" = 1'-0" <br />12 <br />SEE <br />I <br />ELE <br />ELEV. <br />E <br />—SEE ROOF PLAN <br />FOR STRAP INFO. <br />TOP COURSE W/ <br />1 #5 CONT. <br />SEE PLAN <br />TOP OF PLATE <br />�— LINTEL SEE <br />PLAN <br />SEE PLAN <br />WINDOW PER PLAN <br />8" C.M.U. WALL <br />10'-8" <br />DOUBLE KNOCK -OUT <br />W/ (1) #5 CONT. IN. <br />EACH COURSE <br />REINFORCING W/ MATCHING <br />#5 DOWELS IN SOLID <br />GROUTED CELL W/ MIN. 25" <br />LAP SPLICE MIN. <br />8" C.M.U. WALL <br />00 <br />CV <br />� O r <br />3 #5 CONT. 20" <br />TYP. 2 STORY WALL SECTION <br />SCALE: 3/4" = V-0" <br />-0" 0' <br />F.F. <br />VARIES WITH <br />SITE GRADES <br />SEE PLAN <br />O <br />o O <br />C ) N <br />00 L "3 X <br />O U- n- <br />- 10 CD t - <br />�- !� (,I <br />03 <br />(z "D <br />1) 3) <br />wM J� 1i <br />r � � 0 _0 <br />s 0 O <br />4 i C U R <br />N '__-0 <br />�>.CL—w <br />••"� A t <br />OFF <br />�• :(3 <br />,... F L ..,. <br />Ilk <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 Florida Building Code - <br />Residential 7th Edition. 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