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DIAGONAL SPACED AT 15'-0" 0. SEE ROOF E PROVIDE 2X4 MIN. BLOCKING AT SHEATHING ANF SHI PLAN OF HIPIRIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD TYP. I K1r_1 2X4 BLOCKING BETWEEN TRUSSES TRUSS A SECT. A —A A 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 PACK WEBS FOR NAILING SYP wl 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER USSES 1- HIP WEB SIDE OR BOTH IF REQ'D) ZI G.T CROSS BRACING DETAIL (TYP.) SCALE: 1/2" V-0" (2) 12D NAILS --y 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 Z-10" 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/ M IN. (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) 1 Od 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. 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 211 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 B ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 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 I CONT. ROOF SHEATHING AT TRUSS TOP ---/ MAX & EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ Z-O"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 V" SCALE: 1/2" V-0" WOOD TRUSS A 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 A -- PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC1 5600 SCREWS @ EACH TRUSS TO LEDGER PROVIDE 25" LAP SPLICE @ F.C. REBAR 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 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 @ t 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" V-10" 2'-0" MIN. 'd LAP SPLICE 11-01, 11-01, 6" 6" 6" 6" 0 0 1 0 0 0 SPLICE 0 1 0 0 I 711� \--SPLICE BEYOND Z-O" .4 01 PART. ELEV. VIEW I P, r) 11 DBL. KO. BLOCK 1, 0 1, 0 TYP. 11-0 T P. 0 ro Nue (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. 24" M IN. J. (2) 2x8 P.T. LEDGER LAP SPLICE ATTACHED TOGETHER W/ (2) ROWS OF 1 Od @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DE TAI L (54 SCALE: 314" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 11 NAILS @ 4" O.C. MAS( SEE FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT 'UT 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 54/D1 SPACING SI M PSON HGAM 10 @ 4'-1 O.C. T & B FLOOR ATTACHMENT r5O SCALE: 3/4" V-0" WOOD TRUSS 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 INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 13/4" 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 DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0' - fOl I 0A -rnCK1 A ILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.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" DENSGILASS ULTRA SHAFT LINER MASONRY WALL -- SEE FLOOR N FOR MORE PLA INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE x MIN. 2X4 #2 SPF P.T. CONT. W1 (2) '"XT' 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 ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS JELEV MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED 7--__ WITH APPROVED FIRE CAULKING. 2X4 BLOCKING @ 48" O.C. MAX. W/ 30 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 -7 OVER PARTY WALL :::� STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) 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/Dl 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 TOPCH I FLOOR TRUSS FOR AN AREA < 1000 S.F. TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS GYP. (1) LAYER 1/2" HIGH STRENGTH OR 5/8' (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 13/8" 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. lin 1 11 I FIR oil III M0011 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 `--m LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 13/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. PSON 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 TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION I ON BOTH FACES OF WALL) 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 FILLED W/ GROUT (DRAFTSTOPPING) F\ 4"X4" INSPECTION PORT AT ///--EACH FILLED CELL (TYP.) 0 BE NAILED W/8d COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN AREA < 1 00 (SEE DETAIL) OF —NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPI NG -----(2) SHALL DIVIDE THE SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T" ORD BRG. FLOOR SYSTEM/ -DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT -1" P.T. NAILER -R-3 MIN. INSUL, PER. FBC. -1/2" GYP. WB. TYP. "S" MORTAR (TYP.) z �Q U) 4"X4" INSPECTION PORT. AT �_�EACH FILLED CELL (TYP.) 9 (4) #5 CONT. TD. 909 HOOK ON 3" CHAIR 81, Z-O" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION rPW'01 SCALE: 3/4"=V-0" REV. 05.24.23 PRE-ENGINEERED FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG. SEE 53/Dl FOR LEDGER CONNECTIONS 1/2" GYP. BD. ( )- . . NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEEFOUND. 6 MIL VISQU: TREATED! SEE PLAN TOP OF PLATE 77 TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8 DOUBLE KNOCK -OUT W1 (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 3 #5 CO NT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 o,-o,, F. F. VARIES WITH SITE GRADES SEE PLAN C= C2 CS Qcc r- -0 CU Cj > 9=W n = E Cc C, Ilt /, f"% I A'. \N- %6TN� v v tv .,N _11Z .......... , U 0. ee, r: CZ4 FL ��/121/1 0"ESSIOI`P�l - "\\N /Io/111111111100 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W .0,01k III- mom 4 E S N -:, -,8 Co V Ca4 0 00 a) :3 Lo '9 -8 I—.: U_ W Lu r (N 0 Q� Cj> 7� - I LU g M u_ u_ to 0 _j 3: 0 — -6 ;-, 0 . co C :3 co Lu < W W 0 z d x 0 1 -0 Z� Z cL 0 � 1. z M, W 0 < 7 D - Ln Q) Om 0 4-- Uj 0 V) LU E 8 > �5 0 0 < 0 M r- Z< 2 U_ C6 E 2. 0 C� 0 E u — CU 00 �O E 0 < z o < tz w C/D C: < < H '0 " 2! M a) w 2 � z 0 1 �o - Z, 3: E ��,< 0, F,� cc I �r '0 < 1 0 C) 00 U co 0) 2 co (D 2 C11 C-4 M U_ LO E Cr 3e. 80 co co L) co 4-0 0) C4 (.0 -0 C? M Lo =? -0 CN C:) < (.0 04 co C%O E E CY) 0 M z E a) a n E 0 0 'a cc < C: r_ a) JOB NO: 23-05707-05712 SCALE : AS NOTED SHEE7 NO. D 1 T I 1 11 11 IF—_77-7, ha,�i -Ad 191 1 1 _j - I __F_F_ I