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DIAGONAL SPACED *AT 16-101" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ,,,,-ROOF SHEATHING PLAN ----BLOCKING 2X4 BLOCKING BETWEEN TRUSSES A -A S ELI- N SHI X-BRACING 2X4 SPF OR SYP W/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)r SCALE: 1/2" V-0" 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 SSES Ty TRUSS (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 Z-O" O.C. 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-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 SIDE W/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD �O 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 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. 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 I 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. 44 . CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 114"x3" TITEN2 PROVIDE 30" LAP SPLICE @ F.C. REBAR. _,,-(2) ROWS OF 10d NAILS @ 4" O.C. MASOI SEE P FLOOR TRUSSES @ 24- O.C. 'UT DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 5�0 SCALE: 3/4" V-101" 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 81-011 �-WOOD 2X6 #2 SYP RAFTERS FOR SPANS 4FT MAX 2r I El TRUSS TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"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 INTERIOR BEARING r3 SCALE: 1/2" V-101" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ..--��ROVIDE25"LAP (2) SIMPSON SDWC15600 SCREWS @ S PLICE @ F.C. REBAR 1/2" GYP. WB EACH TRUSS TO LEDGER OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d --TOP-CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED __7 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 @ t _ 12" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL - SCALE: 3/4" V-101" 7-101" MIN. e J. LAP SPLICE 11-01. 611 6" 11-01, 61' 6' TYP. 0 0 1 0 6 0 SPLICE �, 0 0 0 0 \\-SPLICE BEYOND Z-01' PART. ELEV. VIEW ir.11 r) (I IW K"I (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 - EOGETHER W/ (2) ROWS OF 10d @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DETAIL ('5�4 SCALE: 3/4" = V-0" WOODTR 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 PROPRIETARY TYPE (2) LAYERS VX24 "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 P)l 11-3A -rn=KIA ILS 2XIS P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B . ..... (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 - ADJACENT TO TRUSSES DETAIL GA FILE ASW 0810 SCALE: 3/4"=V-011 % MASONRY WALL--l= 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 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 �SEi MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELtV MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 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 S DE OVER PARTY WALL 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. x TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS F C STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) UL-U905 (see sht 9) 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/ 4- 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/ TOPCH RG. ;e 4�00 8d COMMON AT 6" O.C. TO ONE SIDE OF )P CH FLOOR TRUSS FOR AN AREA < 1000 S.F. W TEM 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' GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 13/8" (OR 5/8 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" CONIC. BLOCK (TYP.) PER UL905 1x P.T. BASE NAILER------,, 6x6 W1.4xW1.4 WWF. . (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 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/P 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 :1 AFTER INSTALLING RBC'S 1/2" GYP. W L PLYWOOD/ B OR 3/8" 8"x8"x16"CONC. KNOCKOUT BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB (DRAFTSTOPPING) FILLED W/ GROUT 4"X4" INSPECTION PORT AT 0 BE NAILED W/8d L EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO ONE SIDE OF THE 1x P.T. BASE NAILER FLOOR TRUSS FOR AN STD, 909 HOOK T A T 0 N 0 F L AREA :5 1000 SQ. FT. OF (SEE DETAIL) FLOOR AREA & SEALED NAIL FLOOR TRUSS TO LEDGER W/ W/ (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ P I FOAM. DRAFTSTOPPING X� SHALL DIVIDE THE = 1 0 N EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO 7= T ORD B PRE-ENGINEERE FL S FLOOR TRUSS'AT 24"O.C. 4 \\\—DOUBLE KNOCKOUT BLOCK W1 (1) #5 ROD GYP. BOARD CLG.- 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 l X 4 P T BASE TYP. "S" MORTAR (TYP.) z M CL CL C'4:5 4"X4" INSPECTION PORT. AT "��EACH FILLED CELL (TYP.) F (4) #5 CONT, TD. 909 HOOK ON 3" CHAIR 70, 81' Z-O" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION SCALE: 3/4"=V-0" . . NAILER PER SPECS. CONC. SLAB SEE FOUND. PLAN—\ 6 MIL VISQUEEN TREATED SOIL SEE PLAN TOP OF PLATE 'Ji- TOP COURSE W/ LINTEL SEE PLAN _4 U0_ SEE PLAN -GF-W TM INDOW I - ii WINDOW PER PLAN 8" C.M.U. WALL 10'-8 `—DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE -7. REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL C 00 3 #5 CONT. 20" J. TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 (:J�) 0 F. F. VARIES WITH SEE PLAN V%j C= C2 C, _zj 8. -% Z 1511�1 No :78- 50 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications cDntained within these drawIngs comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the tructural engineering portions of the drawing pages bearing Eng!inears signature and seal. W cb rs- COO 11 13 D' j u- a. :�'s 0. 2 Z a i ; am M CN 10- W LL co 0 U) z <, 04 66 g 0 �? z El El CD 2 - . 9 2! :2f g C-1 cis U 0 Ln 10 V) Juva M AIM a W < __j U_ 2f E 20 <� E 0 cc y 0 Z 0 0. CL 8 E :h U 0 C'. . "I z .0 z C '0 z z a3 �z z I 0 �u �z M -A ± r, mi z 2 C) M 0 C*4 to a) F_ LO CD C14 Co 0 2 LO 04 U_ Cr CL E 50 U) co L) a) C14 0 r11 U') LO CY) LO .0 LO C14 d) p (=> cr) CD 0) C-4 U') U-) T- E C?) 0 a a. 0 .0 _j JOB NO: 23-00582-00577 SCALE AS NOTED SHEEr NO. D1