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*DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. ALA X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH 1F REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BILKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH IT[ ❑ 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg XB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --� LWOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=1'41 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL - AT 8'-0" MAX TRUSS SCALE: 1/2"=V-0" HIP G.T VERTICAL SCAB 2x6#2SPF48"O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE LAP (2) SIMPSON SDWC15600 SCREWS @ F. SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF I FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT @ APPROX. EQUAL AREAS. 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION an EXTERIOR WALL / 3� SCALE: 3/4" = V-0" 2%0" MIN. LAP SPLICE 1'-011 6" 6" 1'-01, 6" 6" 10 TYP. O O 1 O O O I SPLICE O I O O O 2'-01f SPLICE BEYOND PART. ELEV. VIEW DBL. KO. BLOCK MIN.1 MIN. TYP. a El' F-1 24" MIN. (2)2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END, LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" t PROVIDE 30" LAP SPLICE @ F.C. REBAR. q �-(2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. IZSI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 7ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.---,,, PRE-ENGINEERED ROOF --� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASOI SEE P DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" M\_10,•I TnCAIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6)..162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL CEILING BOARD ABOVE AT EACH SIDES 0'��R °�°"°7•'L` STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING W/ (2) 1/4"x�" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES w U z ,_, ga STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE _ VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) 4'x3" TITEN2 SCREWS @ 16" O.C. — TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. —� 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BILK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d �WEACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1 x P.T. BASE NAILER ONE SIDE OF THE ,---STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREAS 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4)10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING �--..`-_ SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOE ORD BRG. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) PER UL905 a 1x P.T. BASE NAILER LO Cn a 6x6 W1 AXW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 Z. (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 811 (SEE DETAIL) 2-STORY PARTY WALL SECTION (PWO SCALE: 3/4"=V-0" PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. -----_ (2)-1 X 4 P.T. BASE -� NAILER BASE BOARD PER SPECS. �� CONC. SLAB SEE FOUND. PLAN---\ 6 MIL VISQUEEN SEE PLAN TOP OF PLATE ' --TOP COURSE W/ �--- LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 01-a° F.F. VARIES WITH SITE GRADES SEE PLAN rC*4�s, s®" cw `� W LU C3 F` " �•—Q .� 2 �. 3 d 'W'. s t d N Q� f0 p 0 `A��yrt1111111II111111//I, t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contalned within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E Q 8 5 IN N m S� W C .W3�? N o N rW wF-r-- al M O a U_ ti Lu J LL Z rn 1 t2. a 1 o W �caN� 0 Wr°n � OCR m w CLZ N Mz d W 0� z 0 W p� Z N [h o� z 1 z o ❑ J M N z _ LO I , g cn � W �ul ®Lu CO W J `- - E all _ s I z U 8 40— OCDZ o�r= Eo14Hr6 X° 0oE 2� o of Z� O N z a o aZ Wry 0 o0z�m` mo ZNC Im � U Wd 9 <A Wz O co Wi�a2 lzro U-) T Eco ,--- ICU c O o , ° � L O O 00 T O N _ N N o U-) O co CN 9 t0 1 C( N T z LO 00 � r M r M w c� *- 0 o E 0 a EO C Q a (� J Q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. D 1