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� I I I I IIII' <br />"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 />BLOCKI <br />X-BRACING - 2x4 SPF OR <br />SYP w/ 2-16d @ EACH TRUSS <br />WEB <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = V-0" <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <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 />C OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />-K <br />USSES <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. <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 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 />HEN <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />REQUIRED w/ (2) USP <br />REQUIRED <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />-1 Od X 1 1/2" EACH <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 />" <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 />Cg <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 />pg 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 EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />MAX &EACH END ALTERNATE <br />DIRECTION TYP. <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />----LWOOD TRUSS --/ <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1/2"=V-0" <br />2 x P.T. BLOCKING <br />BY FRAMER FOR PROVIDE 25" LAP <br />PLYWOOD EDGE SPLICE @ F.C. REBAR <br />NAILING <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 />1/2" SIMPSON TITEN HD, <br />MIN. 4" EMBEDMENT PER <br />54/D1 SPACING. <br />DOUBLE KNOCK -OUT <br />BLOCK w/ (1) #5 CONT. <br />IN EACH COURSE. <br />FLOOR CONNECTION a@ EXTERIOR WALLr, <br />SCALE: 3/4" = V-0" <br />SCALE: 1 /2"=V-0" <br />HIP <br />G.T <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 />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD <br />MAX TRUSS •j* je 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 BE <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: 1/2" = V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />L <br />2'-0" MIN. <br />01 <br />LAP SPLICE <br />1'-0" 6" 6" 1'-0" 6" 6" <br />TYP. <br />O O 1 O O O <br />I SPLICE <br />O I O O O <br />2'-p SPLICE BEYOND <br />PART. ELEV. VIEW <br />DBL. KO. BLOCK <br />MIN.1 <br />MIN. TYP. <br />a <br />a <br />E <br />24" MIN. <br />(2) 2x8 P.T. <br />ATTACHED <br />TYP. <br />O <br />2'-0" <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 />LEDGER <br />LAP SPLICE TOGETHER w/ <br />PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. <br />LEDGER SPLICE DETAIL 54 <br />SCALE: 3/4" = V-0" <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 />ICI <br />DOUBLE KNOCK -OUT <br />BLOCK W/ (1) #5 ALTERNATE: <br />CONT. IN EACH SINGLE 2x8 SYP #2 P.T. <br />COURSE LEDGER ATTACHED TO MASONRY W/ <br />(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 />OPTIONAL 6" WIDE BOARD BATTEN <br />STRIPS TO ELIMINATE 3/4" AIR <br />SPACE. SEE MANUFACT, SPECS. <br />MAST <br />SEE <br />Ym IOa -rnC:ntAILS <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 />VVI JLG,V VV/ k IV) I Vu x 1 �21 <br />NAILS TRUSS TO LEDGER <br />LEDGER DETAIL <br />SCALE: 3/4" = V-0" <br />-I n <br />3/4" MIN. AIR SPACE <br />WOOD TRUSS <br />1" DENSGLASS ULTRA <br />ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER <br />OPTIONAL 6" WIDE BOARD GA ASW 1002 <br />SCALE: 3/4"=V-0" <br />BATTEN STRIPS TO <br />ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ <br />15 LB FELT (SHINGLES) <br />SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END & <br />FOR INSTALLATION. GLUED TO ROOF SHEATHING <br />FIRE RESISTANT OSB 7/16" <br />2" CLG. RUNNER FIRE CAULK <br />SHEATHING 4' ON EA. SIDE <br />CEILING <br />PRE-ENGINEERED ROOF RUNNER TO SHEATHING <br />OF WALL NOT STAGGERED <br />TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE <br />OVER PARTY WALL <br />2x4 LEDGER @ 48" O.C. <br />MAX VERTICALLY NAILED <br />(2) LAYERS 1"x24" PROPRIETARY <br />TO TRUSS WEBS W/ (2) <br />TYPE "X" GYP. PANELS INSERTED <br />8d (TYP.) <br />BETWEEN 2" FLOOR & CLG. RUNNERS <br />BASE BOA <br />W/ 2" STEEL H STUDS BETWEEN <br />° ° <br />PER SPEC <br />ADJACENT PAIRS OF GYP. PANELS. <br />o o <br />EXTEND BURN CLIPS AS PER <br />2 x P.T. E <br />FIRE WALL MFG. <br />BY FRAN <br />2" FLOOR RUNNER <br />° <br />R30 INSUL. MIN. <br />SPECIFICATIONS NAILED INTO <br />PLYWOC <br />W/ 3/16" DIA. x 1 3/4" <br />1 <br />L�l <br />2x4 LEDGER ONLY AT EACH <br />TAPCONS AT <br />SIDE OF STEEL "H" STUD. <br />NAILING <br />O.C. FIRE CAULK <br />PROVIDE <br />RUNNER TO BLOCK <br />TOENAIL" <br />WALL EACH SIDE <br />TRUSS T( <br />(1) LAYER 1/2" HIGH STRENGTH <br />EACH SID <br />STD 902 HOOK <br />OR 5/8" GYP. WB. W/ 1 3/8" <br />NOTES: <br />DRYWALL NAILS OR DRYWALL <br />3/4" FLO( <br />1. SEPARATION WALL IN THE <br />SCREWS 7" O.C. EDGES. <br />SHEATH' <br />ROOF SYSTEM PROVIDES <br />2-HRS. PROTECTION PER <br />GP WHI 945-0743- <br />MASONRY WALL PROVIDES <br />(1) #5 VERT. IN FILL CELLS <br />1x P.T. NAILER INSTALLED2. <br />2-HRS PROTECTION PER <br />(SEE FILL CELL PLAN FOR <br />LOCATIONS) <br />AFTER INSTALLING RBC'S <br />UL-U905 <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 />(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 />24" O.C. w/ 4" EMBEDMENT & 6" EACH <br />w <br />PRE-ENC <br />SIDE OF SPLICE & EACH END, SEE 54/D1. <br />1x P.T. BASE NAILER <br />_Z <br />� <br />0- <br />STD. 90° HOOK <br />FLOOR T <br />3/4" PLYWOOD DECKING GLUED AND ;n <br />U) <br />(SEE DETAIL) <br />24" O.C. <br />NAILED W/ 8d COMMON AT 6" O.C. N <br />EDGES AND 12" O.C. FIELD <br />f N// I(4) OdOTOENAILR TRUSS (O LTTYEDGER <br />GYP. E <br />1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W <br />OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d <br />COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR JTOPACH RG. <br />TRUSS FOR AN AREA < 1000 S.F. AND SEALED 0STEM <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 />\_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 />(1) #5 VERT. IN FILL CELLS <br />(SEE FOUNDATION PLAN FOR LOCATIONS TYP. "S" MORTAR (TYP.) <br />8" CONC. BLOCK (TYP.) z <br />1x P.T. BASE NAILER coo_ <br />6x6 W1.4xW1.4 WWF. N ¢ 4"x4" INSPECTION PORT. <br />AT EACH FILLED CELL (TYP.) <br />q <br />T <br />• • <br />(4) #5 CONT. - STD. 909 HOOK <br />ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) <br />2-STORY PARTY WALL SECTION (PWO <br />SCALE: 3/4"=1'-0" <br />SEE 5 <br />LEDGI <br />1/2" GYP <br />(2)-1 X 4 P.T <br />NAILER <br />BASE BOA[ <br />PER SPEC: <br />CONC. SI <br />SEE FOUND <br />6 MIL VISQU. <br />TREATED; <br />MASONRY WA <br />SEE FLOI <br />PLAN FOR..MO <br />1N[ <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />VARIES W/ <br />ROOF SLOPE <br />IIN. 2x4 #2 SPF P.T. <br />ONT. W/ (2) 1/4 <br />ITENS SCREWS AT <br />3" O.C. <br />TRUSS OR <br />ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL 52 <br />SCALE: 3/4" = V-0" <br />ROOF PLAN <br />2 STRAP INFO. <br />COURSE W/ <br />i CONT. <br />TOP OF PLATE <br />TEL SEE <br />%N <br />PLAN <br />OF WINDOW <br />IDOW PER PLAN <br />;.M.U. WALL <br />JBLE KNOCK -OUT <br />1) #5 CONT. IN. <br />:H COURSE <br />NFORCING W/ MATCHING <br />DOWELS IN SOLID <br />DUTED CELL W/ MIN. 25" <br />'SPLICE MIN. <br />;.M.U. WALL <br />DP OF SLAB <br />00 <br />cV <br />T <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 />e.a <br />L > W <br />® <br />o <br />-.amp <br />a <br />3 CC <br />w <br />N C� <br />C E <br />R <br />a <br />0 <br />`+N ` �IFZ W /V ��,� <br />`• SE <br />,: <br />'Q:� <br />!� <br />lB !S 11SO't� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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