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Ll I I I, 1� I 1 11 DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP. SCALE: 1/2" V-0' --ROOF SEE SHEATHING PLAN BLOCKING �N �1 SHI 2X4 BLOCKING BETWEEN TRUSSES -A SECT. A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. "r— 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 SSES TYP. TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V4. 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 A2O 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 & 'S REQUIRED W/ (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) 1 Od X 1 112' 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 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. 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 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 I CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. A A . CHORD AT ALL HAND FRAMED AREAS TYP. --------/-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 w/ (2) 1/4"x3" TITEN2 PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES 24" O.C. lio DOUBLE KNOCK -OUT BLOCK W/ (1) #5 �_ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W1 G.T 7 (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50'� SCALE: 3/4" V-101" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS EVERY 3rd COLLAR TIE 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 2x6 #2 SYP RAFTERS FOR SPANS 4FT 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 BEARINGr 3 I SCALE: 1/2" V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 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 PENETRATION AREA W/ 2x8 SYP #2 P.T. FOAM. DRAFTSTOPPING LEDGER ATTACHED TO SHALL DIVIDE THE MASONRY W/ (2) ROWS CONCEALED SPACE INTO 5/8" SIMPSON TITEN HID, APPROX. EQUAL AREAS. 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" V-101" Z-O" MIN. LAP SPLICE 6" 6" 6" 6" P. TYP. 0 0 0 0 0 0 SPLICE 0 \—SPLICE BEYOND Z-101" 2'-0" 0 PART. ELEV. VIEW 01 --- 1 rr n r 0 DBL. KO. BLOCK--\ MIN.1 L. ID MIN.. TYP. 24" MIN. (2) 2x8 P.T. L 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. EDGER TOGETHER W/ LAPSPI ICE (2) ROWS OF 1 Od @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DETAIL 5�4) SCALE: 3/4" = V-101" 6" WIDE 112" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD WOODTR MASI SEE DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO " I -)A -rf-% E: K I A ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS TRUSS TO LEDGER & (6).162" x 3 1/2" NAILS (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 ELIMINATE 3/4 AIR SPACE. 0 LB FELT (SHINGLES) 2x4 BLOCKING @ 48" O.C. MAX. W/ FOR INSTALLATION. SHEATHING 4'ON EA. SIDE SEE MANUFACT. SPECS. 2" CLG. RUNNER FIRE CAULK (2) 16d TOE NAILS @ EACH END- FIRE RESISTANT OSB 7/16" PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE-7 OVER PARTY WALL (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. 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) 2x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 114"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" F: 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 TOPCHOA�&G. FLOOR TRUSS FOR AN AREA < 1000 S.F. FLOORSY�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/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES FOUNDATION PLAN FOR LOCATIONS) (1) #5 VERT. IN FILL CELLS (SEE 8" CONC. BLOCK (TYP.) PER UL905 1x P.T. BASE NAILER-------, 6x6 W1.4xW1.4 WWF. 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) '"XT' TITEN2 SCREWS @ 16" O.C. TRUSS OR //—ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL r52 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 ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 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. X, (2) SIMPSON SDWC15600 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. 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 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. WEI OR 3/8" 8"x8"x16" 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 0 1x P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN AREA 1 (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 (2) SIMPSON SDWC1 5600 SCREWS @ ITO CONCEALED SPACE INTO EACH TRUSS TO LEDGER TOPCHORD APPROX. EQUAL AREAS. BRG. FLOOR SYSTEM,, PRE-ENGINEERE 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/Dl FOR LEDGER CONNECTIONS -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 BASE BOARD -TYP. "S" MORTAR (TYP.) PER SPE CS. z -D �4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) C? F (4) #5 CO NT. —STD. 902 HOOK ON 3" CHAIR (SEE DETAIL) le 81, Z-O" 8" --- � 1, 2-STORY PARTY WALL SECTION �PWOI SCALE: 3/4"=1'-0" REV. 05.24.23 CONIC. SLAB SEE FOUND. 6 MIL VISQU� TREATED! SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN 0 SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 1 U-8 DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE I REINFORCING W/ MATCHING GROUTED CELL W/ MIN. 25" #5 DOWELS IN SOLID LAP SPLICE MIN. 8" C.M.U. WALL DP OF SLAB fl_", o,-o,, % T F. F. 50 VARIES WITH 0 SITE GRADES C\I SEE PLAN CN 3 #5 CONT. 20" L TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 v- C- t '1101 ;j�1C)'1VAt C:) C14 < J �J(6N I () , " 0� : F L C)q 0 F SSIO 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 Engineers signature and seal. W E S 4 -,0 10 3 CN cp z - 'a-, 0) 0 0 (N 40 (g -, LL z 0 '05 .0 13 z i .0� � C', C� q0 M LU W :3 1 - g 0 2 < z � 0 0 LU z z � 0 M 0 Co 0 . nnF] z W 0 Z7 11 U) Q) 4-1 M — M. 0 8 Ln - V) E cn 8 AL LL_ Cd E� a' -. cm_ 0 E 3 1 _j z 0 r� 8 Z ro zXv M 11�1 8 05 W 0 M mi 11.1 C) ID 00 > 7 CIO M CID E C114 CL E CN I Cr CIO 60 co 04 4-J 00 + j 0 �z L0 CV) CV) -0 1 L0 00 .0 to IN C:> M < N Z� CN U-) CY) CY) 0 : E CU E =1 r-- j6 LO z E Ir— E ca 0 0 0 _j < 0 _j JOB NO 23-05747-0'5752 SCALE AS NOTED - SHEET NO. D 1