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*DIAGONAL.SPACED AT 15'-0" 0 C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING — CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" (2)-12d TOENAILS Y EACH SIDE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE PROVIDE 30" LAP SPLICE @ F.C. REBAR. VARIES W/ SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT ROOF SLOPE SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN PLAN PROVIDE 8d NAILS TRUSSES W/ (2) 12D NAILS EACH @ 4" O.C. BLOCKING MASONRY WALL z SEE FLOOR MIN. 2x4 #2 SPF P.T. TYP. >< SEE PLAN-------,,. = END TO TRUSS TOP CHORD LEDGER T&B W/ (2) PLAN FOR MORE MASONRY WALL—= 2X4 BLOCKING 2X6 P.T. CONT. CONT. W/ (2) 1/4 BETWEEN TRUSSES FLOOR TRUSSES PCONS @ INFO. TITENS SCREWS AT TRUSS @ 24" O.C. 16" O.C. 24" O.C. T&B SECT. A -A —TRUSS OR ROOF SYSTEM G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D DOUBLE KNOCK -OUT TRUSS X-BRACING - 2x4 SPF OR BLOCK W/ (1) #5 TO PREVENT PLYWOOD ALTERNATE: SPAN FROM EXCEEDING ACK CONT. IN EACH SINGLE 2x8 SYP #2 P.T. SYP w/ 2-16d @ EACH TRUSS = I WEB MAX 24" SPAN (EITHER �RUSSES HIP COURSE LEDGER ATTACHED TO MASONRY W/ SIDE OR BOTH IF REQ'D) G.T E — ""j 4 )BLOCKINI AN SHI A XA HIP 'UT T 7\G (2)-112" DIA. TITEN HD MIN. 6" EMBEDMENT PER 54/D1 SPACING LUSP JL26 w/ (10) 1 Od x 1 Y2" SHEAR TRANSFER NAILS TRUSS TO LEDGER L USP HGAM10 @ _14- jq_ EXTERIOR. WAL r52s� 4'-0" O.C. T & B (2) 12D NAILS SCALE: 3/4" AT 12" O.C. MAX FLOOR ATTACHMENT r5 0'_ LEDGER DETAIL 5 �1 HIP/RIDGE BLOCKING DETAIL �2 SCALE: 3/4" V-0" SCALE: 3/4" = V-0" 1\1'�j TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2-101" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. (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 2x8 BLKING. NAILED @ EACH I COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 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 MANUFACTER 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. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—�, 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 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. ---\ A I A CHORD AT ALL HAND FRAMED AREAS TYP. --�--WOOD TRUSS —J � TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING y PROVIDE 25" LAP BY FRAMER FOR PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. f 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN� 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK wl (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALLr,, SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX WOOD TRUSS SCALE: 1/2"=V-101" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 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 4 FT @ Z-0"O. C. MAX w/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @--INTERIOR BEARING SCALE: 1/2" = V-9' PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT Z-O" MIN, LAP SPLICE 11-01, 6" 6" 11-01, 6" 6" TYP. 0 0 1 0 0 SPLICE 0 0 0 0 2'-0" --SPLICE BEYOND PART. ELEV. VIEW I r", n r, DBL. KO. TYP. F-1 El El 24" M IN. (2) 2x8 P.T. L ATTArWt=r) co 2'-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER Tnr'_�TW�D .. I LAP sPLICE (2) ROWS OF 10d @ 6" O.C. ,�ART. PLAN VIEW LEDG Ilk SPLICE DETAIL (__5�4 SCALE: 3/4" 1 V,0" - i OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. 12 SEE ELEV. 3/4" MIN. AIR SPACE WOOD TRUSS 1" DENSGLASS ULTRA ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=1'-0" BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 15 LB FELT (SHINGLES) SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END & FOR INSTALLATION. GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4'ON EA. SIDE CEILING BClARD-----' PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX, ABOVE AT EACH SIDE OVER PARTY WALL �7 —9 __�2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED (2) LAYERS Vx24" PROPRIETARY x TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD W/ 2" STEEL H STUDS BETWEEN EXTEND BURN CLIPS AS PER PER SPECS. ADJACENT PAIRS OF GYP. PANELS. 2 x P.T. BLOCKING 2" FLOOR RUNNER R30 INSUL. MIN. FIRE WALL MFG. SPECIFICATIONS NAILED INTO BY FRAMER FOR W/ 3/16" DIA. x 13/4" j:: 2x4 LEDGER ONLY AT EACH PLYWOOD EDGE TAPCONS AT 16" SIDE OF STEEL "H" STUD. NAILING O.C. FIRE CAULK PROVIDE (4)-10d RUNNER TO BLOCK x TOENAILS FROM WALL EACH SIDE \_(1) TRUSS TO LEDGER LAYER 1/2" HIGH STRENGTH EACH SIDE STD 909 HOOK OR 5/8" GYP. WB. W/ 13/8" NOTES: 1 SEPARATION WALL IN THE DRYWALL NAILS OR DRYWALL 3/4" FLOOR . SCREWS 7" O.C. EDGES. SHEATHING ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743. 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) AFTER INSTALLING RBC'S UL-U905 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. PLYWOOD EDGE NAILING FILLED W/ GROUT (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"x4" INSPECTION PORT AT ROWS OF 1/2" TITEN HID STAGGERED @ EACH FILLED CELL (TYP.) 24" O.C. wl 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END, SEE 54/D1. Uj 1x P.T. BASE NAILER PRE-ENGINEERE /"'��STD. 909 HOOK FLOOR TRUSS'AT 3/4" PLYWOOD DECKING GLUED AND LO CL (SEE DETAIL) 24" O.C. NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD /_W/ —NAIL FLOOR TRUSS TO LEDGER GYP. BOARD CLG.--J 1%10 (4) 1 Od TOENAILS (TYP.) 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W1 8d COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CH R, TRUSS FOR AN AREA < 1000 S.F. AND SEALED TEM PENATRATION AREAS W1 FOAM. DRAFTSTOPPI SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.—// WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES P_-, \_8"x8"x16"CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. L 12' GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS' TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) z U) 1x P.T. BASE NAILER LO 0- 6X6 W1.4xW1.4 WWF. 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 9 (4) #5 CONT. —STD. 902 HOOK ON 3" CHAIR 8" 2f-0" 8#' (SEE DETAIL) 2—STORY PARTY WALL SECTION i4P�WO SCALE: 3/4"=V-0" 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 ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT, /-k SEE PLAN � TOP OF PLATE __—q— LINTEL SEE PLAN SEE PLAN TOP OF WIND —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 x x 00 TREATED SOIL 5 N 0 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" 0--0' F. F. VARIES WITH SITE GRADES SEE PLAN C= LU Q Z cc CU Co E /At 9, 0 E 1,1 ;0 lo �j qi < C-A LU FLO FE S S I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. (a W 4 sz, a 6 10 -1 0 A_- — 1,00 �1 - W :3 Lo . 8 4� U, M U_ LL LOU- LLI CL (a C Z 9 :S 04 W - W fn c� oo Z 2 .2 LL 3 < 0 < 0 z 0 U) Z i� < M (0 LU U Q) 0 LLj V) tfkk. E 0 L 0 404—i A C:) C.D M M Z z < U_ c6 E 0 00 C:� E TO 0< �z < 0 z C,j t .0 w =3 To W C: 0 0, z , z z Cn z 0) ca- 0 z W RO 18 C> C.0 5 (01 a) LO Cf) co > 0 0 LO _j cle) co 0 Cr 60 U) CL < +� iE 4—j 00 CNI a) 00 C) CO 'E (0 4 N < c=> M CO N U-) CN E M 'E :3 CO 0 z E E 0 CU 0 _j 0 1 _j JOB NO: 22-12504-12499 SCALE : AS NOTED SHEE7 NO. D 1