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61 I I *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING BLOCKI X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE PROOF 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. �A TRUSS "K USSES -HIP G.T (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 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 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) SIMPSON HTS20 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. �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" 'k'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. 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" 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 L- WOOD TRUSS -� p` 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 COMMON @ 6" O/C TO ONE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE FLOOR TRUSSES @ 5 1000 SQ. FT. OF 24" O.C. FLOOR AREA & SEALED Jnrrn�\ PENETRATION AREA W/ - FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. -_ 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 5/8" SIMPSON TITEN HD, MIN. 5" EMBEDMENT @ - 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. :. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = T-0" SCALE: 1/2" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" 10 TYP. TYP. 0 0 1 0 0 0 0- I SPLICE 0 1 0 0 0 T_0-1 SPLICE BEYOND Z_0" PART. ELEV. VIEW 4.. DBL. KO. BLOCK MIN, n MIN. TYP. a a a 24" MIN. (2) 2x8 P.T. ATTACHED (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. 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. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES —@ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 _ ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 5401 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50'� SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD WOOD TRUSS DETAIL - ADJACENT TO TRUSSES MAS( SEE OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO " /7\ 1 nA T(1CA1 A ILS 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" d ... MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. 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 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 NO MINIMUM AIR SPACE SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS w/ BATTEN STRIPS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED 1" DENSGLASS ULTRA WITH APPROVED FIRE CAULKING. SHAFT LINER ELIMINATE 3/4 AIR SPACE. SEE MANUFACT. SPECS. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) FOR INSTALLATION. (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 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 (TYP.) 2" FLOOR & CLG. RUNNERS W/ 2" p 1 STEEL H STUDS BETWEEN ADJACENT EXTEND BURN CLIPS AS PER PAIRS OF GYP. PANELS. 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 - 2x4 LEDGER ONLY AT EACH TITEN2 @ 16" O.C. } I = = SIDE OF STEEL "H" STUD. FIRE CAULK.- _ ° ° _ . -_ (2) SIMPSON SDWC15600 RUNNER TO BLOCK (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO wed?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. 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 (see sht 9) STD 909 HOOK (1) #5 VERT. IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) 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 (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 AND 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 COMMON AT 6" O.C. TO ONE SIDE OF TOP CHORD BRG. FLOOR TRUSS FOR AN AREA < 1000 S.F.FLOOR SYSTEM AND SEALED PENETRATION AREAS W/ - -- -_ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX w 0 z M �U) Cn 11 SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN �— 8" C.M.U. WALL 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 I; TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 10_g 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB �- F FILLED W/GROUT (DRAFTSTOPPING) DOUBLE KNOCK -OUT - 4"x4" INSPECTION PORT AT O BE NAILED W/8d W/ (1) #5 CONT. IN. EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO - EACH COURSE 1x P.T. BASE NAILER ONE SIDE OF THE STD. 902 HOOK FLOOR TRUSS FOR AN AREA 5 1 00 S . F . (SEE DETAIL) OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING - SHALL DIVIDE THE REINFORCING W/ MATCHING 777777 (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO #5 DOWELS IN SOLID EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. - GROUTED CELL W/ MIN. 25" TbPiORD BRf . FLOORYSTEI; PRE-ENGINEERED- LAP SPLICE MIN. FLOOR TRUSS' AT -- - 24" O.C. GYP. BOARD CLG. - EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD (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 HABITABLE ROOM ABOVE) W/ 1 3/8" 1" P.T. NAILER 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. BASE NAILER (1) #5 VERT. IN FILL CELLS (SEE BASE BOARD TYP. "S" MORTAR (TYP. PER SPECS. FOUNDATION PLAN FOR LOCATIONS) ) U CONC. SLAB 8" CONC. BLOCK (TYP.) PER UL905 � SEE FOUND. PLAN 1x P.T. BASE NAILER N g 6 MIL VISQUEEN 6x6 W1.4xW1.4 WWF. 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 (4) #5 CONT. STD. 90Q HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) `6� 2-STORY PARTY WALL SECTION P-w SCALE: 3/4"= V-0" REV. 05.24.23 x 8" C.M.U. WALL 0'-0" � F.F. 60 VARIES WITH o SITE GRADES TREATED SOIL - N SEE PLAN TOP OF SLAB 3 #5 CONT. 01 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 e� 0 CV d� EyO 0 y C L-- a N � O rn y o 3 Cr w T E s c E w O M N C7 N ir. N 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 engineering portions of the drawing pages bearing Engineers signature and seat H H EE S c O M N RN M- C �-5rn u. to �� w N v le a cNn w J Z Q7 � 0 EN _ �� °0 0 w o 'o Cu J W C ¢ m W cn 4' °' 3 r-w Z00, ( Z 0U 2 M LL N U u) F 0d ❑❑❑ Z W s Q v r�- N n 0 LL ~� r) O U O LLJ N Ln • _ g I U o o J" w EE V Qcu a cu. E U w, V U =mmr o� r z m v co — o m 5 8 5 Q 50 T �7 cla, LT Ur- o T >(0 ~ Cn N cD co N r L cu � O M r 00 LO rCrr v U) 6 O 00 m o0 = O N LO +--' O LO O Q C) N Lf7 ai E E 1� o � CD = v; z z E E �6 C a U Q p JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. D 1