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*DIAGONAL SPACED AT 15'-0" O.C. MAX ROOF SEE PROVIDE 2X4 MIN. BLOCKING AT PLAN SHE OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS 'N SECT. A -A kA G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING CK APUSSES WEBS FOR NAILING SYP w/2-16d @ EACH TRUSS MAX 24" SPAN (EITHER HIP WEB SIDE OR BOTH IF REQ'D) C. CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = 1'-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 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 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. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS (2) 12D NAILS -� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-O" O.C. EACH DIRECTION TYP. U.N.O. -2x8 BLKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) USP HTW20 W/ (14) - 1 Od X 1 1/2" EACH FF ac IT[ 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pB B 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 — DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. ----/—WOOD TRUSS --/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING v BY FRAMER FOR PROVIDE 25" LAP PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. 2) 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 W/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION Et , @ _. EXTERIOR WALL 5,' SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d 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 4FT @ 2'-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 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2'-0" MIN. LAP SPLICE 1'-01, 6" 6" 1'=0" 6" 6" 1'-01, TYP. TYP. h O O I O O O O I I SPLICE O O I O O O O 2'-0 SPLICE BEYOND 21-011 PART. ELEV. VIEW i�11nr DBL. KO. BLOCK MIN. :MIN. TYP. a a a 24" MIN. (2) 2x8 P.T. ATTACHED (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. LEDGER LAP SPLICE TOGETHER W/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" o.c. LEDGER SPLICE DETAIL(`��54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 6" EMBEDMENT PER 54/D1 SPACING USP HGAM10 @ z 4'-0" O.C. T & B FLOOR ATTACHMENT(�5�0 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. n/ M IAI=AI 1 ATI(lKl MASONRY SEE PLAN M\ IOA-rnCKIAILS 2X6 P.T. CONT. _EDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS vQr- aILGV vw k 1v/ 1vu X 1 y2' NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" -' 3/4" MIN. AIR SPACE WOOD TRUSS 1" DENSGLASS ULTRA TT /\ 1• 1rT A I „ VT T/\ T - I �.... �., SHAFT LINER 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 ►NSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER TACODIA. x 1 3/4" TAPCONS AT 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743 GA ASW 1002 SCALE: 3/4"=V-0" 2x4 BLOCKING @ 48" O.C. MAX. W/ (2) 16d TOE NAILS @ EACH END & 15 LB FELT (SHINGLES) GLUED TO ROOF SHEATHING FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD — RUNNER TO SHEATHING OF WALL NOT STAGGERED ABOVE AT EACH SIDE-7 OVER PARTY WALL STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) UL-U905 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING (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, 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 COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CH 1 TRUSS FOR AN AREA < 1000 S.F. AND SEALED 00 STEI PENATRATION AREAS W/ 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/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES w U z =j g a- _ cn 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED TO TRUSS WEBS W/ (2) 8d (TYP.) BASE BOARD EXTEND BURN CLIPS AS PER PER SPECS. FIRE WALL MFG. 2 x P.T. BLOCKING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO BY FRAMER FOR 2x4 LEDGER ONLY AT EACH PLYWOOD EDGE SIDE OF STEEL "H" STUD. NAILING PROVIDE (4)-10d TOENAILS FROM TRUSS TO LEDGER (1) LAYER 1/2" HIGH STRENGTH EACH SIDE OR 5/8" GYP. WB. W/ 1 3/8" DRYWALL NAILS OR DRYWALL 3/4" FLOOR SCREWS 7" O.C. EDGES. SHEATHING 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 8"x8"x16" CONC. KNOCKOUT BLK. W/ 1 #5 ROD CONT. FILLED W/ GROUT 4"x4" INSPECTION PORT AT EACH FILLED CELL (TYP.) 1x P.T. BASE NAILER PRE-ENGINEERE STD. 90°HOOK FLOOR TRUSS' AT —(SEE DETAIL) 24" O.C. NAIL FLOOR TRUSS TO LEDGER —W/ (4LOd TOENAILS (TYP.) GYP. BOARD CLG. 8"x8"x16" CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS TYP, "S" MORTAR TYP.) (SEE FOUNDATION PLAN FOR LOCATIONS U 8" CONC. BLOCK (TYP.) z 1x P.T. BASE NAILER ;n a 6x6 W1.4xW1.4 WWF. N 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) Ir (4) #5 CONT. - - STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2—STORY PARTY WALL SECTION(PWOt SCALE: 3/4"= V-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. —� (2)-1 X 4 P.T .... NAILER BASE BOA[ PER SPEC: CONC. SI SEE FOUNC 6 MIL VISQU TREATED' MASONRY WA SEE FLO( PLAN FOR MO. INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) 1/4 TITENS SCREWS AT 16" O.C. —ROOF OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = 1'-0" 12 SEE ELEV. —SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. SEE PLAN TOP OF PLATE /---- 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 DP OF SLAB 00 CV T 3 #5 CONT. ---� 20" TYP. 2 STORY WALL SECTION `SCALE: 3/4" = V-0" 0'-0" F.F. VARIES WITH SITE GRADES SEE PLAN t.e 00 C3 Uj a „... p p Q�L� Q ;N •47 O w °� e o a % ®ti��R0 ��1i ��ASE • • P 6 I e Q�a�12 �► • z ei�� '•.,,. F L 2 �eJlJJillll'�� To the best of the Engineer's 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 engineering portions of the drawing pages bearing Engineers signature and seal. U) W ,, E 11- 4 o o I` V N O6 � N 'Co C Z9 7 1n - R - u) � N C) Q o, � w 0 0 w d ZL 2 V _ � w 0 o W N $ og °� Z cl)Cl) z ¢ J M LLW Z N oU 0 M z z N M o� z N z o � � a J CIL- V) z (9 0 (U u- 4:1 C > W U _ ID O W sLf) c�-_ �V) W , _ E i _ .2 g�g zlr. U o �S rn N �s o C.0 w m CY3o¢ z Z z U w� Q O za Q N Q O oo u Q= o z o� �oo I-- (6 E a .. ¢o0Z 00 o U N o 0 a 2z ' 5 rU C - z U o tim O 2 Oz z Q) -' <� 6 W �Z iv o< WLL Z a° �W W U ao 0� Jw w< =3 OF O d s� ZQ LT o' 63 2N 0 > L.O co > o LO rn (0 O o Q M � 0 0 CV 00 T m o H ,F� O o N -0 CL N •� N 0. T•� Q T Lo Co 44 r r o cu N N z z cv E E c U J Q 0 J JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. D 1