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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 R NA CROSS BRACING DETAIL (TYP. SCALE: 1/2" V-0" X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQD) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD SSES TYP. TRUSS (2) 12D NAILS 1 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-101" 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 SIDE W/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD S20 REQUIRED W/ (2) SIMPSON HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 1 Od 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 7 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 201-0., O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 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 B-\ 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS ,�'j r DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT V-101" 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. HIP G.T 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) DIAGONAL-----, 2x8 #2 SPF RIDGE BEAM AT 8'-0" �-WOOD x 2x6 #2 SYP RAFTERS FOR SPANS 4FT MAX TRUSS 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 r3 SCALE: 1/2" V-101" ----/-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-011 2 x P.T. BLOCKING BY FRAMER FOR -7 PLYWOOD EDGE NAILING w/ (2) 1/4"0" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ PROVIDE 25" LAP 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 PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. X/ -----(2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY W/ (2) ROWS 5/8" SIMPSON TITEN HD, 1 " _: MIN. 5 EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. IN EACH COURSE. fl 1-� FLOOR CONNECTION @ EXTERIOR WALL - SCALE: 3/4" V-0" 2'-0" MIN. LAP SPLICE if 11-01. -011 6" 6" 6" 6" 0 Lo TYP. TYP. 0 0 1 0 0 0 0- I SPLICE 0 0 0 0 Z-131" \-SPLICE BEYOND Z-O" PART. ELEV. VIEW E LEI E LIR E LEI It [ED ro, (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" .C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. 0 DGER OGETHER W/ (2) ROWS OF 10d @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DETAIL (_5�4 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 1 Od NAILS @ 4" O.C. FLOOR TRUSSES 24- O.C. DOUBLE KNOCK -OUT 1UT BLOCK W/ (1) #5 IALTERNATE: 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 SIMPSON HGAM10 @ 4'-0" O.C. T & B t T FLOOR ATTACHMENT r5O SCALE: 3/4" V-0" WOODT 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 MASI SEE /n% -1 n.4 -rf-llMkl A ILS 2XIS 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" DENSGLASS ULTRA SHAFT LINER DETAIL ADJACENT TO TRUSSES Oil GA FILE ASW 0810 SCALE: 3/4"=l'- 2X4 BLOCKING @ 48- O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" SHEATHING 4'ON EA. SIDE q 2" CLG. RUNNER FIRE CAULK C RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE 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/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/ TOPC 8d COMMON AT 6" O.C. TO ONE SIDE OF H I FLOOR TRUSS FOR AN AREA < 1000 S.F. ��TEII AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS HIGH STRENGTH OR 5/8" GYP.--// (1) LAYER 1/2 (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 1 x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. z MASONRY WALL- 77 SEE FLOOR . I PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIE S W/ ROOF SLOPE x MIN. 2X4 #2 SPF P.T. CONT. W/ (2) T'X3" TITEN2 SCREWS @ 16" O.C. '-TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K52 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 Lr DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE ROOF PLAN 2x4 LEDGER @ 48" O.C. 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 SPECIFICATIONS NAILED INTO R30 INSUL. MIN. W/ (2) 1/4"0" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. LAYER 1/2" HIGH STRENGTH (2) S I M PSON SDWC 15600 SCREWS @ EACH TRUSS TO LEDGER OR 5/8" GYP. WB. W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. O.C. W/P 1 Od X 1 1/2" NAILS SIMPSON RBC @ 36 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 (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"xl 6" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"X4" INSPECTION PORT AT 0 BE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1 STD. 909 HOOK OF (SEE DETAIL) FLOOR AREA & SEALED NAIL FLOOR TRUSS TO LEDGER W/ 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ 'PING FOAM. DRAFTSTOP SHALL DIVIDE THE y (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX.EQUALAREAS. 7— T ORD Br. w -ENGINEERE ST PRE FLO FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG.- \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS 1.1 P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. 1 /2" GYP. WB. (2)-1 X 4 P.T. BASE NAILER 7 BASE BOARD TYP. lls" MORTAR (TYP.) PER SPECS. 0 CONC. SLAB SEE FOUND. PLAN U) 6 MIL VISQUEEN 4"X4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 9 (4) #5 CONT. STD. 90-0 HOOK ON 3" CHAIR 8" 21-0#1 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION (PW SCALE: 3/4"=V-0" REV. 05.24.23 -- --- 11 -------- Y� TREATED SOIL SEE PLAN TOP OF PLATE TOP COURSE W/ - LINTEL SEE PLAN 704 Tia— SEE PLAN TOP OF WINDU V7- WINDOW PER PLAN 8" C.M.U. WALL rk 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 TOP OF SLAB F. F. 00 VARIES WITH CD SITE GRADES SEE PLAN 0 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION (55 SCALE: 3/4" V-0" REV, 08.20.21 4wz C%j CD 01 -9 C5 co C114 C� L C- �,, * * 0 6(0 C E N /7, :i� 0 N E7�� Z4� STAT E OF All D., 0 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F 8 1V4) - 'o C4 6 'm .0 0 2--,$ ul 0 J�) fo- PZ V L-L tj� '* CN '� , 4 Lu '05 u- z 13 0 0. .0 1 - C� to W� < z 00 0 LU LO 0 N 0 65 z 71-10 W (D R z 4-1 0 -Uj 0 Ul C�_- Ln U r7i E z 0 4 0 Fa y cD E Q 0 RZ z0 <0 ru It z ru q < 10 2 ff M .0 �5.; C3 M cl� i . U, 0 .2 T" t2 > co C_� co 00 411 Cn =3 00 LO T_ Cr U) 60 00 `117- 40 +-j 0 0-4 ce) -0 C14 LO LO C) C:) .0 04 C=> 'Mr 6 C'4 r%- CD 0 E -i� z C .2 E E 0 0. 0 _j < JOB NO: 23-13121-13124 SCALE AS NOTED SHEET NO. D1