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- - _ - - - - - — 1 I r I 1 I 1 11 I' III 1119'rll�' I 'I� I _ I I II <br />42 <br />v <br />0 <br />0 <br />I <br />N <br />0 <br />J <br />0 <br />co <br />co <br />Ln <br />O <br />I <br />N <br />0 <br />Y <br />0 <br />0 <br />I <br />O <br />0 <br />0 <br />Cr <br />I <br />L0 <br />I <br />N <br />v <br />N <br />Q <br />N <br />0 <br />i <br />G <br />E <br />Cn <br />E <br />O <br />0 <br />C <br />J <br />0 <br />U <br />0 <br />U <br />o <br />a <br />U <br />a <br />I <br />0 <br />•U <br />J <br />a, <br />LZ <br />0 <br />LO <br />0 <br />N <br />N <br />16 <br />Cn <br />Q <br />m <br />-0 <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 />BLOCK <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 />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />SSES <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 />FRAMED RIDGE 2X4 STUDS &PLATES AT 2.O.O.C. <br />CON1. <br />WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />MAY B <br />MAY NAILED EACH DIRECTION TYP. U.N.O. <br />(TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER <br />� ) <br />N. <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 />SIDE w/ (N) 12d NAILS WHEN <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />REQUIRED w/ (2) SIMPSON HTS20 <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />W/ (14) - 10d X 1 1/2" EACH <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 />-k <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 />k <br />O.C. MAXIMUM. <br />3. <br />ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <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 />Dg <br />B <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'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />MAX & EACH END ALTERNATEA <br />DIRECTION TYP. —� <br />A <br />CHORD AT ALL HAND FRAMED AREAS TYP. <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 />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL aC� INTERIOR BEARING r3 <br />� /--WOOD TRUSS -� J SCALE: 1/2" = 1'-0" '°` PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />L STANDARD HEEL HEIGHT <br />TYP. WOOD TRUSS BLOCKING DETA <br />SCALE: 1 /2"= V-0" <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 />ROVIDE 25" LAP <br />SPLICE @ F.C. REBAR <br />EACH TRUSS TO LEDGER <br />1/2" GYP. WB <br />OR 3/8" PLYWOOD/ TYPE 2-M-W <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />TOP -CHORD BEARING <br />COMMON @ 6" O/C TO ONE SIDE OF THE <br />FLOOR TRUSSES @ <br />FLOOR TRUSS FOR AN <br />24" O.C. <br />AREA 5 1000 SQ. FT. OF <br />FLOOR AREA & SEALED �\ <br />PENETRATION AREA W/ ! ,' <br />FOAM. DRAFTSTOPPING �� <br />SHALL DIVIDE THE ��, / / <br />CONCEALED SPACE INTO ' <br />APPROX. EQUAL AREAS. <br />2) 2x8 SYP #2 P.T. <br />LEDGER ATTACHED TO <br />MASONRY w/ (2) ROWS <br />1/2" SIMPSON TITEN HD, <br />MIN. 5" EMBEDMENT PER <br />54/D1 SPACING. <br />DOUBLE KNOCK -OUT <br />BLOCK w/ (1) #5 CONT. <br />IN EACH COURSE. <br />L. <br />FLOOR CONNECTION @EXTERIOR WALL <br />SCALE: 3/4" = V-0" <br />2'-0" MIN. <br />LAP SPLICE <br />6" 6" 1'-0" 6" 6" <br />41 <br />TYP. TYP. <br />O O I O O O O- <br />I SPLICE <br />O I O O O <br />2'-0" SPLICE BEYOND Z-O" <br />PART. ELEV. VIEW <br />1All nr <br />DBL. KO. BLOCK <br />d- <br />n". <br />MIN. <br />MIN. <br />TYP.ZI <br />a <br />a <br />a <br />24" MIN. <br />(2) 2x8 P.T. <br />ATTACHED <br />tJ <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/ 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 10d NAILS @ 4" O.C. <br />FLOOR TRUSSES <br />�—@ 24" O.C. <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)-1/2" DIA. TITEN HD MIN. 5" <br />EMBEDMENT PER 54/D1 SPACING <br />SIMPSON HGAM10 @ <br />4'-0"O.C.T&B <br />FLOOR ATTACHMENT 50 <br />SCALE: 3/4" = V-0" <br />WOOD TR <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 TY <br />"X" GYP. PANELS INSERTED BETWE <br />2" FLOOR & CLG. RUNNERS W/ 2" <br />STEEL H STUDS BETWEEN ADJACE <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 />rnrrrcrnmc <br />MASONRY <br />SEE PLAN <br />DETAIL - ADJACENT TO TRUSSES <br />GA FILE ASW 0810 SCALE: 3/4"=V-0" <br />M\ 17.4 T(1CAIAILS <br />2X6 P.T. CONT. <br />-EDGER 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 />NO MINIMUM AIR SPACE <br />w/ BATTEN STRIPS <br />1" DENSGLASS ULTRA <br />SHAFT LINER <br />MASONRY WALL <br />SEE FLOOR <br />PLAN FOR MORE <br />INFO. <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) J"x3" <br />TITEN2 SCREWS @ <br />16" O.C. <br />TRUSS OR <br />ROOF SYSTEM <br />SH EAR TRANSFER <br />EXTERIOR. WALL 52 <br />SCALE: 3/4" = 1'-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 />SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS <br />ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF <br />:7 DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED <br />WITH APPROVED FIRE CAULKING. <br />2x4 BLOCKING @ 48" O.C. MAX. W/ <br />EN <br />NT <br />��C� <br />0 LB FELT (SHINGLES) <br />___......_. — <br />(2) 16d TOE NAILS @ EACH END <br />IRE RESISTANT OSB 7/16" <br />2" CLG. RUNNER FIRE CAULK <br />SHEATHING 4' ON EA. SIDE <br />RUNNER TO SHEATHING <br />ABOVE AT EACH SIDE <br />OF WALL NOT STAGGERED <br />OVER PARTY WALL <br />CEILING BOARD <br />2X4 LEDGER @ 48" O.C. <br />SEE ROOF PLAN <br />MAX VERTICALLY NAILED <br />FOR STRAP INFO. <br />PE <br />_..__ <br />TO TRUSS WEBS W/ (2) 8d <br />BASE BOARD PER SPECS. <br />(TYP.) <br />EXTEND BURN CLIPS AS PER <br />2 x P.T. BLOCKING BY FRAMER <br />FIRE WALL MFG. <br />FOR PLYWOOD EDGE NAILING <br />R30 INSUL. MIN. <br />SPECIFICATIONS NAILED INTO <br />W/ (2) 1/4"x3" TITEN2 <br />2x4 LEDGER ONLY AT EACH <br />&\,, <br />� <br />L <br />SIDE OF STEEL "H" STUD. <br />- <br />-(2) <br />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 />STD 909 HOOK <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 />2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS TO BE INSTALLED PRIOR TO FURRING STRIPS <br />2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR INSTALLATION (TYP. ON BOTH FACES OF WALL) <br />UL-U905 (see sht 9) LOCATIONS) 1x P.T. NAILER INSTALLED <br />2 x P.T. BLOCKING BY FRAMER FOR AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" <br />PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ <br />BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB <br />(2) SIMPSON SDWC15600 SCREWS @EACH FILLED W/ GROUT (DRAFTSTOPPING)\ <br />TRUSS TO LEDGER 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d <br />w EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO <br />U ONE SIDE OF THE <br />SEE 5301 _Z 1x P.T. BASE NAILER <br />3!4" PLYWOOD DECKING GLUED AND STD. 909 HOOK FLOOR TRUSS FOR AN <br />NAILED W/ 8d COMMON AT 6" O.C. "' n (SEE DETAIL) AREA <_ 1000 SQ. FT. OF <br />EDGES AND 12" O.C. FIELD NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED <br />4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ <br />FOAM. DRAFTSTOPPING <br />SHALL DIVIDE THE <br />1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W / (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO <br />OSB (DRAFTSTOPPING) TO BE NAILED W/ / \ EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. <br />8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHP0Q BRG. TblP"ORD BRG. <br />FLOOR TRUSS FOR AN AREA < 1000 S.F. � 00 S TEM FLO,SyST PRE-ENGINEERE <br />AND SEALED PENETRATION AREAS W/ FLOOR TRUSS' AT <br />FOAM. DRAFTSTOPPING SHALL DIVIDE 24" O.C. <br />THE CONCEALED SPACE INTO APPROX. DOUBLE KNOCKOUT BLOCK W/ 1 #5 ROD GYP. BOARD CLG. <br />EQUAL AREAS () <br />(1) LAYER 1/2"HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR <br />(OR 5/8" GYP. TYPE "X" @ GARAGE W/ A LEDGER CONNECTIONS <br />HABITABLE ROOM ABOVE) W/ 1 3/8" 1" P.T. NAILER <br />R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. <br />DRYWALL NAILS OR DRYWALL SCREWS 7" <br />O.C. CEILING, 8" O.C. WALLS & 4" O.C. <br />EDGES 1/2" GYP. WB. <br />(2)-1 X 4 P.T. o ^ <br />NAILER <br />(1) #5 VERT. IN FILL CELLS (SEE BASE BOAR[ <br />FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) PER SPECS. <br />0 CONC. SLAB <br />8" CONC. BLOCK (TYP.) PER UL905 z a SEE FOUND. <br />1x P.T. BASE NAILER N a 6 MIL VISQU <br />6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT AT <br />EACH FILLED CELL (TYP.) <br />0 <br />T <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 />_�7 <br />i 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 />0'-0" <br />F.F. <br />00 <br />VARIES WITH <br />b SITE 11 <br />• • TREATED SOIL —� SEE PLAN <br />ES <br />(4) #5 CONT. STD. 909 HOOK ° <br />ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) <br />3 #5 CONT. 20" <br />2-STORY PARTY WALL SECTION PWO TYP. 2 STORY WALL SECTION <br />SCALE: 3/4"=1'-0" <br />SCALE. 3/4" = V-0" <br />REV. 08.20.21 <br />C> <br />0 <br />�.� <br />X <br />cn <br />c 'j- ID_ <br />Cs --` CD L <br />Co <br />, t� <br />c` <br />Y <br />is O O <br />- L) <br />} <br />O W <br />N <br />. <br />o <br />r. <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 <br />Florida Building Code - <br />Residential 7th Edition. 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