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*DIAGONAL SPACED <br />AT 16-0" 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 />SEE ROOF <br />SHEATHING <br />PLAN <br />BLOCKING <br />9 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 />CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" V-0" <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 />TRUSS <br />NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-O" O.C. <br />1. <br />WOOD TRUSS ERECTOR SHALLPROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />MAYBE NAILED EACH DIRECTION TYP. U.N.O. <br />TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER <br />( ) <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 />P NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD OF PLYWOOD SHALL O <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) SIMPSON HTS20 <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />W/ (14) - 10d 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. <br />ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />O.C. MAXIMUM. <br />3. <br />ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />I. <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB-­--- <br />4. <br />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 <br />g <br />5. <br />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'" O.C. 2X4 BLOCKING <br />-0BETWEEN EA. 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 />—PROVIDE 2X4 MIN, BLOCKING AT <br />O OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�'A <br />USSES <br />(2) 12D NAILS —` <br />AT 12 O.C. MAX <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 SIMPSON H2.5A <br />W/ 10 8d NAILS <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 SIMPSON H2.5A @ 48" O.C. <br />BEVEL CUTS <br />(OPTIONAL) <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD <br />MAX TRUSS 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 />WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />VG DETAIL STANDARD HEEL HEIGHT <br />2 x P.T. BLOCKING BY FRAMER FOR. <br />PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 <br />(2) SIMPSON SDWC15600 SCREWS @ <br />EACH TRUSS TO LEDGER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE <br />2-M-W OSB (DRAFTSTOPPING) TO BE <br />SCALE: 1 /2"=V-0" <br />uv <br />PROVIDE 25" LAP <br />SPLICE @ F.C. REBAR <br />NAILED W/8d COMMON @ 6" O/C TO ONE <br />TOP -CHORD BEARING <br />SIDE OF THE FLOOR TRUSS FOR AN ARE <br />FLOOR TRUSSES @ <br /><_ 1000 SQ. FT. OF <br />24" O.C. <br />FLOOR AREA & SEALED <br />PENETRATION AREA W/ <br />2) 2x8 SYP #2 P.T. <br />FOAM. DRAFTSTOPPING <br />LEDGER ATTACHED TO <br />SHALL DIVIDE THE <br />MASONRY w/ (2) ROWS <br />CONCEALED SPACE INTO <br />5/8" SIMPSON TITEN HD, <br />APPROX. EQUAL AREAS. <br />MIN. 5" EMBEDMENT @ <br />24" O.C, STAGGERED @ <br />12" O.C. <br />DOUBLE KNOCK -OUT <br />BLOCK w/ (1) #5 CONT. <br />IN EACH COURSE. <br />FLOOR CONNECTION @ <br />EXTERIOR <br />WALL 53 <br />SCALE: 3/4" = V-0 <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @INTERIOR BEARING 3 <br />SCALE: 1/2" = 1'-0" <br />2'-O" MIN. <br />LAP SPLICE <br />6" 6" 1'-0" 6" 6" <br />TYP. <br />0 0 I 0 O <br />I SPLICE <br />o I o 0 <br />2'-O� SPLICE BEYOND <br />PART. ELEV. VIEW <br />1All nr, <br />DBL. KO. BLOCK <br />o._ <br />o <br />MIN. <br />MIN. TYP. <br />El <br />F <br />24" MIN. <br />(2)2x8 P.T. <br />ATTACHED <br />0 <br />(2) 2x8 SYP #2 P.T. CONT. <br />LEDGER w/ (2) ROWS OF 5/8" <br />TITEN HD STAGGERED @ 24" <br />O.C. W/ 5" 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 />(2) ROWS OF 1Od NAILS @ 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 (2)2x8 SYP #2 P.T. <br />COURSE LEDGER ATTACHED TO MASONRY W/ <br />(2) 5/8" DIA. TITEN HD MIN. 5" <br />EMBEDMENT PER 54/D1 SPACING <br />SIMPSON HGAM10 @ <br />4'-0" O.C. T & B <br />FLOOR ATTACHMENT(�5�0 <br />SCALE: 3/4" = V-0" <br />WOOD <br />OPTIONAL 6" WIDE BOARD <br />BATTEN STRIPS TO <br />ELIMINATE 3/4 AIR SPACE. <br />SEE MANUFACT. SPECS. <br />FOR INSTALLATION.—� <br />PRE-ENGINEERED ROOF —� <br />TRUSSES AT 24" O.C. MAX <br />(2) LAYERS 1"X24" PROPRIETARY TYPE <br />"X" GYP. PANELS INSERTED BETWEEN <br />2" FLOOR & CLG. RUNNERS W/ 2" <br />STEEL H STUDS BETWEEN ADJACENT <br />PAIRS OF GYP. PANELS. <br />2" FLOOR RUNNER <br />W/ 3/16" DIA. x 1 3/4" <br />TITEN2 @ 16" O.C. <br />FIRE CAULK <br />RUNNER TO BLOCK <br />WALL EACH SIDE <br />NOTES: <br />1. SEPARATION WALL IN THE <br />ROOF SYSTEM PROVIDES <br />2-HRS. PROTECTION PER <br />GA FILE ASW 1002. <br />6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR <br />TOUGHROCK FIREGUARD-C GYPSUM BOARD <br />MASI <br />SEE <br />M\ 10.4 T/1CAIAILS <br />2X6 P.T. CONT. <br />LEDGER T&B W/ (2) <br />1/4" X 3" TITEN2 @ 24" <br />D.C. T&B <br />TRUSS <br />(6) .162" x 3 1/2" NAILS <br />TRUSS TO LEDGER & <br />(4) .148" x 1 1/2" <br />LEDGER DETAIL <br />SCALE: 3/4" = V-0" <br />2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) _ <br />(2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" <br />2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE <br />RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD <br />ABOVE AT EACH SIDE OVER PARTY WALL <br />2X4 LEDGER @ 48" O.C. SEE ROOF PLAN <br />MAX VERTICALLY NAILED FOR STRAP INFO. <br />STD 902 HOOK <br />2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS <br />2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR <br />UL-U905 (see sht 9) LOCATIONS) <br />2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING <br />w/ (2) 1/4"x3" TITEN2 <br />(2) SIMPSON SDWC15600 SCREWS @ EACH <br />TRUSS TO LEDGER <br />(2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" <br />TITEN HD STAGGERED @ 24" Q.C. w/ 5" EMBEDMENT & 6" <br />EACH SIDE OF SPLICE AND EACH END SEE 54/D1 <br />3/4" PLYWOOD DECKING GLUED AND <br />NAILED W/ 8d COMMON AT 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W <br />OSB (DRAFTSTOPPING) TO BE NAILED W/ <br />8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHjI <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING. <br />SCHEDULE <br />VARIES W/ <br />ROOF SLOPE <br />MIN. 2X4 #2 SPF P.T. <br />CONT. W/ (2) 21r'x3" <br />TITEN2 SCREWS @ <br />16" O.C. <br />TRUSS <br />ROOFS STEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL 52 <br />SCALE: 3/4" = V-0" <br />PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN <br />TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING <br />12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK <br />ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS <br />ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF <br />DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED <br />WITH APPROVED FIRE CAULKING. —� <br />TO TRUSS WEBS W/ (2) 8d <br />(TYP.) <br />BASE BOARD PER SPECS. <br />�P <br />ol <br />(o <br />o <br />—EXTEND BURN CLIPS AS PER <br />2 x P.T. BLOCKING BY FRAMER <br />a o <br />FIRE WALL MFG. <br />FOR PLYWOOD EDGE NAILING <br />R30 INSUL. MIN. SPECIFICATIONS NAILED INTO <br />�/j (2) 1/4"x3" TITEN2 <br />o o <br />2X4 LEDGER ONLY AT EACH <br />SIDE OF STEEL "H" STUD. <br />(2) SIMPSON SDWC15600 <br />(1) LAYER 1/2" HIGH STRENGTH <br />SCREWS @ EACH TRUSS TO <br />OR 5/8" GYP. WB. W/ 1 3/8" <br />LEDGER <br />DRYWALL NAILS OR DRYWALL <br />SCREWS 7" O.C. EDGES. <br />SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS <br />3/4" FLOOR <br />INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" <br />SHEATHING <br />TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS <br />TO BE INSTALLED PRIOR TO FURRING STRIPS <br />INSTALLATION (TYP. ON BOTH FACES OF WALL) <br />1x P.T. NAILER INSTALLED <br />AFTER INSTALLING RBC'S <br />1/2" GYP. WB OR 3/8" <br />8"x8"x16" CONC. KNOCKOUT <br />PLYWOOD/ <br />BLK. W/ 1 #5 ROD CONT. <br />TYPE 2-M-W OSB <br />FILLED W/ GROUT <br />(DRAFTSTOPPING) <br />4"x4" INSPECTION PORT AT <br />0 BE NAILED W/8d <br />LU <br />EACH FILLED CELL (TYP.) <br />COMMON @ 6" O/C TO <br />ix P.T. BASE NAILER <br />ONE SIDE OF THE <br />c°i� <br />STD. 90° HOOK <br />FLOOR TRUSS FOR AN AREA 5 1 <br />n- <br />(SEE DETAIL) <br />OF <br />g <br />NAIL FLOOR TRUSS TO LEDGER W/ <br />FLOOR AREA & SEALED <br />4 10d TOENAILS (TYP.) EA. SIDE <br />PENETRATION AREA W/ <br />FOAM. DRAFTSTOPPING <br />SHALL DIVIDE THE <br />(2) SIMPSON SDWC15600 SCREWS @ <br />EACH TRUSS TO LEDGER <br />CONCEALED SPACE INTO <br />APPROX EQUAL AREAS <br />FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM FLO <br />AND SEALED PENETRATION AREAS W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE <br />THE CONCEALED SPACE INTO APPROX. <br />EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD <br />(1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT <br />(OR 5/8" GYP. TYPE "X" @ GARAGE W/ A <br />HABITABLE ROOM ABOVE) W/ 1 3/8" 1" P.T. NAILER <br />DRYWALL NAILS OR DRYWALL SCREWS 7" R-3 MIN. INSUL. PER. FBC. <br />O.C. CEILING, 8" O.C. WALLS & 4" O.C. <br />EDGES 1/2" GYP WB <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN FOR LOCATIONS) <br />TYP. "S" MORTAR (TYP.) <br />8" CONC. BLOCK (TYP.) PER UL905 <br />z =I <br />�a <br />1x P.T. BASE NAILER <br />N a <br />6x6 W1.4xW1.4 WWF. <br />4"x4" INSPECTION PORT. AT <br />EACH FILLED CELL (TYP.) <br />0 <br />T <br />(4) #5 CONT. STD. 902 HOOK <br />ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) <br />2-STORY PARTY WALL SECTION(PWOt <br />SCALE: 3/4"=1'-0" <br />REV. 05.24.23 <br />PRE-ENGINEERE <br />FLOOR TRUSS' AT <br />24" O.C. <br />GYP. BOARD CLG. <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 />�0, <br />SEE PLAN <br />TOP OF PLATE <br />TOP COURSE W/ <br />/— LINTEL SEE <br />PLAN <br />SEE PLAN <br />TOP OF WINDOW <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 />�I TOP OF SLAB 0'-0" <br />F.F. <br />00 <br />VARIES WITH <br />o SITE GRADES <br />TREATED SOIL `v SEE PLAN <br />CV <br />0 <br />3 #5 CONT. 20" <br />TYP. 2 STORY WALL SECTION(55 <br />SCALE: 3/4" = V-0" <br />REV. 08.20.21 <br />0 <br />co <br />z, <br />W <br />Z ' M <br />Cc <br />a <br />>_ <br />rn <br />o <br />N <br />0 <br />N <br />cl' <br />N <br />O <br />LEaaai���s <br />e <br />NO P 75 ' <br />STATE OF <br /><, (� R <br />To the best of the Engineer's knowledge, information and belief, <br />9 9 <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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