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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 CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" BLOCKI X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MINN.. (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 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD D REQUIRED w/ (2) SIMPSON HTS20 R UI SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & - X 1 1SI EACH 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. �C 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" �C 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 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 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 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. ICI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (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" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0"-MFWOOD MAX TRUSS 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 @ INTERIOR BEARING 3 -�LWOOD TRUSS -' SCALE: 1/2" = 1'-0" J A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT • 1 1-0 D too = s • J s� //1%W1iii ••- • loll z 7F e /0 Y / 1�=i21? — r • • .a��r� — • - - • �. i i SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" V-0" 6" 6" 1'-0" TYP. TYP. O O I O o O o- I SPLICE O I O O O 2'_0" SPLICE BEYOND 2-_0�� PART. ELEV. VIEW 1 LIR E Ld. E 101 E [on ce (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, EDGER LAP SPLI OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" WOOD TRUSS DETAIL - ADJACENT TO TRUSSES 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 TY "X" GYP. PANELS INSERTED BETWE 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACE 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 MASI SEE M\ 1OA Yn CAIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B (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 V DENSGLASS ULTRA SHAFT LINER MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. 11 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 1'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. GA FILE ASW 0810 SCALE: 3/4"=V-0" 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 NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN \:�� MAX VERTICALLY NAILED FOR STRAP INFO. PE TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. EN (TYP.) NT EXTEND BURN CLIPS AS PER a a 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING -7 IXJ R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 o o 2X4 LEDGER ONLY AT EACH XX 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 STD 909 HOOK 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 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS TO BE INSTALLED PRIOR TO FURRING STRIPS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR INSTALLATION (TYP. ON BOTH FACES OF WALL) UL-U905 (see sht 9) LOCATIONS) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING PLYWOOD/ w/ (2) 1/4"x3" TITEN2 8"x8"x16" CONIC. KNOCKOUT SB (2) SIMPSON SDWC15600 SCREWS @ EACH BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W TRUSS TO LEDGER FILLED W/ GROUT (DRAFTSTOPPINING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" COMMON 6" O/C TO TITEN HD STAGGERED 24" O.C. w/ 5" EMBEDMENT & 6" w EACH FILLED CELL (TYP.) @ @ U ONE SIDE OF THE EACH SIDE OF SPLICE AND EACH END SEE 54/D1 Z _j 1x P.T. BASE NAILER cai� STD. 90° HOOK FLOOR TRUSS FOR AN AREA <_ 1 3/4" PLYWOOD DECKING GLUED AND a (SEE DETAIL) OF NAILED W/ 8d COMMON AT 6" O.C. g FLOOR AREA & SEALED EDGES AND 12" O.C. FIELD NAIL FLOOR TRUSS TO LEDGER W/ 4 1Ud TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO OSB (DRAFTSTOPPING) TO BE NAILED W/ EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH RG. T ORD B . FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM FL O ST PRE-ENGINEERE AND SEALED PENETRATION AREAS W/ FLOOR TRUSS' AT FOAM. DRAFTSTOPPING SHALL DIVIDE 24" O.C. THE CONCEALED SPACE INTO APPROX. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD GYP. BOARD CLG. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR // (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A LEDGER CONNECTIONS 1" P.T. NAILER HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 1/2" GYP. WB. (2)-1 X 4 P.T. NAILER (1) #5 VERT. IN FILL CELLS (SEE BASE BOAR[ FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) PER SPECS. "k�f CONIC. SLAB 8" CONC. BLOCK (TYP.) PER UL905 � a SEE FOUND. 1x P.T. BASE NAILER N Cl) 6 MIL VISQU 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 T U SEE PLAN TOP OF PLATE TOP COURSE W/ �— LINTEL SEE PLAN SEE PLAN TOP OF WIND W 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 0'-0" F.F. VARIES WITH r'b SITE • TREATED SOIL `'4 SEE PANES (4) #5 CONT.—STD. 909 HOOK ° ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 3 #5 CONT. 20" 2-STORY PARTY WALL SECTION (PWO TYP. 2 STORY WALL SECTION SCALE: 3/4"= V-0" REV. 05.24.23 SCALE: 3/4" = V-0" REV. 08,20.21 13 aQ�lt LO w a :0.13J V� Lea cc C.) O Z a a! r: N % C i N d O 10 Q y C-" Y 03 a L o .°i u =w A fl- N � o a � 0 CM N 0 N N O P.�k0 �,p .L.E '. \G=NS ��U't. �• .� -:CC•�F' *No o. Z PE7875 .STA1 OF 'rash/.• 1 �d A�- ��`,i�ti 'Issatt111� 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� W �$ Q � J rn r0 rZ z12 LL W N My a w 0 .4N LL LL a N a -� f 0 O 1131 Z L v O o o O m J < W oi�• ¢ m W � °' rn w Z N 2 Z F A Z OU ❑Q❑ W CD M z N 0 z z Q � N m U) Lo o � .., 0 LU $ Uva N y �V) U W a min z U o S 2 �3_1 o C z Z M [7 z O Z < ®E Woo 0�00 ro 2wx0 o Co � ��E ZZ .5t coo Vi aoz o 1 mw, oWK z in a, J o ,- 'E �z S N < 0 o. goo W A O it a N h O] o r� o wa ;o v zla a o 3 o T > IDQ rn CN f -- c L r r r T \/ U '\ C) 00 m T CN �--- 0 L0 co U-) = N o Ir-- M N Q L o CO ui m w N ai O a Z Z E 10 a�i T_ m a E U Q p JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. D1