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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. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB r1 r1 r% r % A /1 1 w 1 0'1 11 r- T A 1 1 / T*. / r_% SCALE: 1/2" = V-0" 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS PA SSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 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 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WH SIDE w/ (3) 12d NAILS WHEN WHSIMPSON OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2)NAILS HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" 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. 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 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. —� " CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1 /2"= V-0" HIP G.T 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 MAX 0 T/RUOSS �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.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 r3 �Z—WOOD TRUSS J SCALE: 1/2" = 1'-0" JA PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 25" LAP 2 SIMPSON SDWC15600 SCREWS () @ 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 <_ 1000 SQ. FT. OF FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE x'\ �' r%� 1/2" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT PER APPROX. EQUAL AREAS. _ 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O O O O- I SPLICE O 1 O O O Z-0� SPLICE BEYOND 2'-0" PART. ELEV. VIEW DBL. KO. BLOCK t)- MIN.1 MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED 101 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" 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" D.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES �@ 24" O.C. .f DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" D.C. T & B FLOOR ATTACHMENT r5d� SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD nnrrrr.i nrr�mn WOOD TRUSS DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" MASONRY SEE PLAN 17\_17r1 Tn1=ntnlLS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.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 MASONRY WA SEE FLOC PLAN FOR MO IN[ STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE -7,_ IN. 2x4 #2 SPF P.T. ONT. W/ (2) a"x3" ITEN2 SCREWS @ i" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 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. OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" FOR INSTALLATION. 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. (2) LAYERS 1"x24" PROPRIETARY TYPE TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. o o EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER 2" FLOOR RUNNER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING W/ 3/16" DIA. x 1 3/4" R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 TITEN2 16" O.C. ' �C)06L2x4 LEDGER ONLY AT EACH @''� SIDE OF STEEL "H" STUD. FIRE CAULK (2) SIMPSON SDWC15600 RUNNER TO BLOCK (1) LAYER 1/2"HIGH STRENGTH SCREWS @ EACH TRUSS TO WALL EACH SIDE LEDGER OR 5/8" GYP. WB. W/ 1 3/8" NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 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 \ 1/2" GYP WB OR 3/8" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/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 CH0 $RI FLOOR TRUSS FOR AN AREA < 1000 S.F. �rLOQR,5 TEM 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 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. AFTER INSTALLING RBC S 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. FILLED W/ GROUT 4"x4" INSPECTION PORT AT TYPE 2-M-W OSB (DRAFTSTOPPING) O BE NAILED W/8d cai) E EACH FILLED CELL (TYP.) 1x P.T. BASE NAILER STD. 909 HOOK (SEE DETAIL) NAIL FLOOR TRUSS TO LEDGER W/ COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA _< 1000 SQ. FT. OF FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE 1 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER TZ3P�kiORD BRG. CONCEALED SPACE INTO APPROX. EQUAL AREAS. \—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 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) Z J ga N 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 Ir (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-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. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; 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 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 OP OF SLAB 0'-0" F.F. 00 VARIES WITH o SITE GRADES SEE PLAN CV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 CD N CD c = 0 u �- Y o C � 0 U f1 M c C..., c-4 -�cn>4 v N�oL 'y 'O N L 4 N Y d d —y c E c CD CG V � co u y o > c y �- c E o a u 0 i �,N1 `,\N -- � Y�j � VCV � •• �, FLOC •; RO`ESS10N 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. W ,d, E 0 a 8 C �Q m _�; '?� _ U_ Z 70q� Cn _ L N p o @NCO W 02' X W m J Z N 0 a co Z N O U U O Z ' W ❑ ❑ V M � z CMV M _ o Q s' Q J r N z � 0 o 4 -r S w S Do 2 O w� 0 In c Y to � � cJo w 2 8 _ E N U O C y s O C r_ o � Z< w co M J �Z o i Z q � to E o$ a o 0 E z =® oa N H a x� �¢ U O �U o, z O a p d z N U <o rw w2 D � z �U mo O tt Z z � fn iv 3 a a o z aOz � �Z W U <0 az x 3 mi o CID << o� ;o a o- za U3 C o T > cj- ai rn cc co T C:)CM a- ;� LC� 00 C: m 00 60 E O of� L F=— a--+ C\1 � OI LO V! � LO 01 00 OO r E c) v; o Z Z E m t6 n E 0 U Q 0 C C JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. D 1