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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 CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. 4--= 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. �A TRUSS SSES (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B MAY NAILED EACH DIRECTION TYP. U.N.O. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) W/ MIN. (4) 12d WHEN N. 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 BILKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP 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 MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"'k O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 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. Dg 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. A CHORD AT ALL HAND FRAMED AREAS TYP. -----Z—WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING PROVIDE (4) 10d TOENAILS FROM TRUSS TO LEDGER V y \4. PROVIDE 25" LAP SPLICE @ F.C. REBAR TOP -CHORD BEARING FLOOR TRUSSES @ 24" O.C. 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 @EXTERIOR WALL SCALE: 3/4" = V-0" SCALE: 1/2"=V-0" 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) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD 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 aC� 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'-01, 6" 6" TYP. O O 1 O SPLICE O O 1 O O 2'-0 SPLICE BEYOND PART. ELEV. VIEW IAll nr 1'-01 TYP. O 0- 0 2'-0" DBL. KO. BLOCK MIN. MIN. TYP. a a a 24" MIN. (2) 2x8 P.T. ATTACHED HIP G.T .•7 (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 5401 SPACING USP HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. l-rl(l ll.I ['.TAI 1 A-.^.. MASONRY SEE PLAN M\ 17.4 Tl%CAf A II Q 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS v a.n v�.0 vn ` 1 v1 1 vu X 1 NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" - 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/ SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END & 15 LB FELT (SHINGLES) FOR INSTALLATION. GLUED TO ROOF SHEATHING FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD — PRE -ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2X4 LEDGER @ 48" O.C. (2) LAYERS 1"x24" PROPRIETARY MAX VERTICALLY NAILED 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 PER SPECS. EXTEND BURN CLIPS AS PER ADJACENT PAIRS OF GYP. PANELS. I ° ° I FIRE WALL MFG. 2 x P.T. BLOCKING 2" FLOOR RUNNER SPECIFICATIONS NAILED INTO BY FRAMER FOR W/ 3/16" DIA. x 1 3/4" ° = R30 INSUL. MIN. PLYWOOD EDGE TAPCONS AT 16" Ix o I 2x4 LEDGER ONLY AT EACH NAILING O.C. FIRE CAULK SIDE OF STEEL "H" STUD. PROVIDE (4)-10d — RUNNER TO BLOCK TOENAILS FROM TRUSS TO LEDGER WALL EACH SIDE (1) LAYER 1/2" HIGH STRENGTH EACH SIDE STD 909 HOOK •' . OR 5/8 GYP. WB. W/ 1 3/8 DRYWALL NAILS OR DRYWALL 3/4" FLOOR —� SCREWS 7" O.C. EDGES. SHEATHING (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED (SEE FILL CELL PLAN FOR LOCATIONS) AFTER INSTALLING RBC'S 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 HD STAGGERED @ EACH FILLED CELL (TYP.) 24" O.C. w/ 4" EMBEDMENT & 6" EACH w SIDE OF SPLICE &EACH END, SEE 54/D1. Z 1x P.T. BASE NAILER PRE -ENGINEERS c°i� STD. 909 HOOK FLOOR TRUSS AT 3/4" PLYWOOD DECKING GLUED AND ;n a NAILED W/ 8d COMMON AT 6" O.C. N g EDGES AND 12" O.C. FIELD (SEE DETAIL) NAIL FLOOR TRUSS TO LEDGER —W/ 24" O.C. f (4)10d TOENAILS (TYP.) GYP. BOARD CLG.---j 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 81d � COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CHPRP0BRG. TRUSS FOR AN AREA < 1000 S.F. AND SEALED � OOR'SYSTEM 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 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATI 8" CONC. BLOCK (TYP.) 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. -\ \-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. TYP. "S" MORTAR (TYP.) U z J �C1. U) N Q t7 4"x4" INSPECTION PORT. �AT EACH FILLED CELL (TYP.) q (4) #5 CONT. STD. 900 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION SCALE: 3/4"=V-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. —� (2)-1 X 4 P.T o A oc NAILER BASE BOAF PER SPEC; CONC. SL SEE FOUND 6 MIL VISQUI TREATED: MASONRY WA SEE FLOI PLAN FOR MO INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE rMIN. 2x4 #2 SPF P.T. CONT. W/ (2) 1/4 TITENS SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" 12 SEE ELEV. SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. I m SEE PLAN TOP OF PLATE LINTEL SEE PLAN —jo 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 F.F. 00 VARIES WITH N SITE GRADES SEE PLAN CN 3 #5 CONT. 20" 11 TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" C" ') p m •' • Il t� J, p O 0 1,1 >:ti5V., fi'L%`i C IY 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. . C�.S:. ..n ...-.l YI W v E Q O M 8 u �, o�N� G co °' N co M j/31 - 0 aj M 25 LL C J z LL w �4 V _j ii w a — a r� Z Y 0 o W c o N (O v --Ern r o SS mw Z MZ < J unWu N OU d U Z z N M o� z o Q J d ,n M z oC1 U o � XN LL � U 0 w s Ln �N Cn in LU U � 8 U o• Q 8 S� o CID w M M m o z G U_ E z o n >n Q z oa !— _ sou pa oo o o E ¢a <=m �z wz (a Nco _ _ U m� 0 oz z r Z v to J 2. < ZV Z d% ¢ o wa o z W <o vw 3 s o <y _�< ;o d r d u �N 0 > Ln C/) a; m O _L T O O Q M ::3 r CV 60 T U) .2 m O Q _ }� (.0 N N 1 Q O r 0 LID NLO E E o z E rz a E U _j Q p JOB NO: 22-03326-03321 SCALE: AS NOTED SHEET NO. D1