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3 <br />N <br />a <br />LO <br />0 <br />i <br />to <br />0 <br />0 <br />J <br />i <br />i <br />4 <br />Q <br />0 <br />i <br />ra <br />Z. <br />IT <br />N <br />I <br />;u <br />0 <br />rn <br />c <br />3 <br />0 <br />S. <br />c <br />E <br />LZ <br />0 <br />v <br />a <br />0 <br />LZ <br />N <br />N <br />0 <br />a <br />N <br />N <br />N <br />N <br />0 <br />I "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 />PLAN SHEATHING <br />--BLOCKING <br />2X4 BLOCKIN <br />BETWEEN TRUSSES <br />SECT. A -A <br />I- <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 />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 />�7A TRUSS <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 />FRAMED RIDGE 2X4 STUDS & PLATES AT O.C. <br />1. <br />WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />MAY B <br />MAY BE NAILED EACH DIRECTION TYP. U.NN.O..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 />LAND <br />IT T LAND S NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />G. 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) 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 />�C <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 />�C <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 />DB <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'-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 />A <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGOP <br />AT 8'-0" <br />MAX <br />TRUSS <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 />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. ATE CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL a@ INTERIOR BEARING <br />WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />� 0 <br />i <br />jzl� <br />0 <br />==_ <br />I— <br />- <br />019 <br />-. <br />• • . . • • • • <br />��$ls� <br />• • - <br />• <br />- • - <br />� � <br />111�/�S/a <br />=i�i%tea_ <br />• <br />• . - . • .. <br />IMAM?`�� <br />• - - - <br />-�0, <br />- • • <br />z <br />C <br />i <br />C <br />- <br />- <br />z <br />SCALE: 3/4" = V-0" <br />4 <br />2'-0" MIN. <br />LAP SPLICE <br />1'-0" 6" 6" V-0" 6" 6" <br />10 <br />Jp <br />TYP. TYP. <br />O O 1 O O O O- <br />I SPLICE <br />O 1 O O O <br />2--0- SPLICE BEYOND 2'-0" <br />PART. ELEV. VIEW <br />1R"nr <br />Z�Z•� <br />E <br />LIR <br />E <br />LEI <br />E <br />LEI <br />E <br />IN3 <br />IIIIIIII_I__-� <br />- <br />A� <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 />EDGER <br />OGETHER w/ <br />LAFbPLICE <br />PART. PLAN VIEW (2) ROWS OF 10d @ 6" D.C. <br />LEDGER SPLICE DETAIL(54 <br />SCALE: 3/4" = V-0" <br />- PROVIDE W" LAP SPLICE <br />@ F.C. REBAR. <br />(2) ROWS OF 10d 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 54/1311 SPACING <br />SIMPSON HGAM10 @ <br />S <br />4'-0" O.C. T & B <br />FLOOR ATTACHMENT 50 <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 />MASOi <br />SEE P <br />DETAIL - ADJACENT TO TRUSSES <br />GA FILE ASW 0810 SCALE: 3/4"=1'-0" <br />ION-10.11 -rnCAIAILS <br />2X6 P.T. CONT. <br />LEDGER T&B W/ (2) <br />1/4" X W 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" = T-0" <br />NO MINIMUM AIR SPACE <br />W/ BATTEN STRIPS <br />1" DENSGLASS ULTRA <br />SHAFT LINER <br />2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) <br />(2)16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" <br />2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE <br />RUNNER TO SHEATHING OF <br />WALL NOT STAGGERED CEILING BOARD O <br />DABOVE AT EACH SIDE VER PARTY WALL <br />C <br />STD 909 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" O.C. w/ 4" EMBEDMENT & 6" <br />EACH SIDE OF SPLICE AND EACH END SEE 5401 <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 CH I <br />FLOOR TRUSS FOR AN AREA < 1000 S.F. OOR TEI <br />AND SEALED PENETRATION AREAS W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE <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 />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 />SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS <br />a ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF <br />DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED <br />WITH APPROVED FIRE CAULKING.-7 <br />2 <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 1" P.T. NAILER <br />HABITABLE ROOM ABOVE) W/ 1 3/8" R-3 MIN. INSUL. PER. FBC. <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 />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) <br />U <br />8" CONC. BLOCK (TYP.) PER UL905 z =� <br />�a <br />1x P.T. BASE NAILER N a <br />6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT <br />EACH FILLED CELL (TYP.) <br />0 <br />T <br />• • <br />Sk <br />(4) #5 CONT. STD. 902 HOOK <br />ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) <br />2-STORY PARTY WALL SECTION (PWO <br />SCALE: 3/4"= V-0" <br />PRE-ENGINEERED <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 />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 />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 />ITOP OF SLAB 0'-0" <br />F.F. <br />00 <br />VARIES WITH <br />o SITE GRADES <br />TREATED SOIL 0' SEE PLAN <br />fV <br />o <br />3 #5 CONT. 20" <br />TYP. 2 STORY WALL SECTION r55) <br />SCALE: 3/4" = V-0" <br />REV. 08.20.21 <br />M <br />N <br />C" -o <br />0 <br />o o <br />o <br />VIP <br />m C A V C-4 <br />Co x <br />v- <br />= o <br />y fV L <br />y y o <br />d <br />dawn <br />�Ca <br />� � ra <br />�dd.a <br />i d C <br />in Li <br />C E <br />A <br />a <br />,\111R101wli���f�/s <br />� 11r <br />♦ <br />? 6 % <br />,G N <br />cc <br />(-) 1,0 <br />2 <br />< � <br />♦40 <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 />An Edition. 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