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DIAGONAL SPACED AT 15'-0" O.C. MAX ROOF SEE '-'u PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING �1 END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS '\A A SECT. A -A G.T. �,N 4Z 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 W/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER RUSSES HIP WEB SIDE OR BOTH IF REQ'D) lei G.T C CROSS BRACING DETAIL (TYP.)- SCALE: 1/2" V-0" (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-131" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-O" O.C. 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 & _S20 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 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 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 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 -0" O.C. 2X4 DIAGONAL AT 8' BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. ---�—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 11/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAI LING w/ (2) 1/4"x3" TITEN2 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" I x __�-WOOD MAX TRU 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 7r- 2X4 CONT. AT CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING SCALE: 1/2" V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W D W1.d OSB (DRAFTSTOPPING) TO BE NAILED W/8d HE COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION EXTERIOR r--PROVIDE 25" LAP SPLICE @ F.C. REBAR TOP -CHORD BEARING FLOOR TRUSSES @ 24" O.C. 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY W/ (2) ROWS 1/2" SIMPSON TITEN HID, MIN. 5" EMBEDMENT PER 54/D1 SPACING. WALL( '53'� .---�2) = SCALE: 3/4" 1 '4' Z-O" MIN. 01 7 LAP SPLICE 11-01, 6" 6" 11-01, 6" 6" 41 L. TYP. I.- L* 0 0 0 0 SPLICE 0 0 0 Z-O" \—SPLICE BEYOND 10 PART. ELEV. VIEW I All n r, 11-01, TYP. 0 0- 0 2'-0" DBL. KO. BLOCK 0 IN. Ito MIN. TYP. (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. 24" MIN. (2) 2x8 P.T. LEDGER ATTACHED TOGETHER W/ LAP SPLICE (2) ROWS OF 10d @ 6" O.C. PART. PLAN VIEW LEDGER SPLICE DETAIL (5�4 SCALE: 3/4" = V-10" PROVIDE 30" LAP SPLICE @ F.C. REBAR. ROWS OF 1 Od NAILS @ 4" O.C. FLOOR TRUSSES 24" O.C. 7: DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-112" DIA. TITEN HD MIN. 5" EMBEDMENT PER 5401 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & 6 FLOOR ATTACHMENT ('5�0 SCALE: 3/4" V-0" WOOD TRUSS DETAIL - ADJACENT TO TRUSSES 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 1 3/4" 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 F ILE ASW 0810. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASO� SEE P /nX -1 ')-1 -rf'117!K1 A LS 2X6 P.T. CONT. LEDGER 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-10" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL�= SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF KOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 21r"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 E 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 S WITH APPROVED FIRE CAULKING. GA FILE ASW 0810 SCALE: 3/4"=V-0" A A 0 LB FELT (SHINGLES) 2X4 BLOCKING @ 48" O.C. MAX. W/ (2) 16d TOE NAILS @ EACH END /�FIRE RESISTANT OSB 7/16" SHEATHING 4'ON EA. SIDE 2" CLG. RUNNER FIRE CAULK RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD OVER PARTY WALL ABOVE AT EACH S DE STD 909 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 wl (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/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. 00 TEI AND SEALED PENETRATION AREAS W/ )C, 10, TEI 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) W1 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) 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN :: MAX VERTICALLY NAILED FOR STRAP INFO. X x TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. 2 (TYP.) EXTEND BURN CLIPS AS PER >77 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 1:R 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/(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 U8"x8"x16"CONC. 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" 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 LU EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 0 1x P.T. BASE NAILER ONE SIDE OF THE _j =� ftl � - W STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA :5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4) 1 Od TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING -----(2) SHALL DIVIDE THE SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INT �0 EACH TRUSS TO LEDGER APPROX. EQUAL AREAS T HORD BRIG. FLOOR SYSTEM/ z 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. 'IS" MORTAR (TYP.) 0, 8" CONIC. BLOCK (TYP.) PER UL905 z U) 1x P.T. BASE NAILER [OD- 6x6 W1.4xW1.4 WWF. 4"X4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 9 % (4) #5 CONT. TD. 909 HOOK ON 3" CHAIR 8" Z-10" 8" EE DETAIL) 7r- 1 *1 2-STORY PARTY WALL SECTION (P'WO� SCALE: 3/4"=V-0" PRE-ENGINEERED FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG. SEE 5301 FOR LEDGER CONNECTIONS 1/2" GYP. BD - ------ (2)-1 X4 P.T. NAILER BASE BOAR[ PER SPECS. CONC.SLAB SEE FOUND. 6 MIL VISQU TREATED A, SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN rk SEE PLAN TOP OF WINDOW —WINDOW PER PLAN 8" C.M.U. WALL 1 U-81' 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 DP OF SLAB 0.-0" F. F. VARIES WITH C:) SITE GRADES C14 SEE PLAN &4 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 C%j C%j C= 2 CL C%j x (a ILL. 0- �0 0 L_ C N -C a) -C v) E < 3: <1 0 M L) L_ > W -a > L) a) �) C 6 > > > a) U) 0 0 < :3 C: L) 0 > LU C14 'N z". z t� 4 JL To the A 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 Engineer's signature and sea[. W "1 E NAM 0 -,8 g 20 - - * CO u- U 0 MO W 00 0) LO LL LU it 0 0 6NO C", 11.1'. L� a- CL i 4 u_ U_ u:, a. W 0 z a 13 A 8 -WO 0, 0,-9 -ffi C� =0 W W co LID z co U0 of L/) 0 No 0 < 00 z W 0 00 t � n 0 4-1 LU U W_ 0 V) (Z 8 MINE of co CZ r-- co g 0� z U_ ce E E @ z C> E 2� 0 E- 0 00 0-, �-L ZZ C-4 LT C/) < 0 0, Z z z 2. Cn Cn 02 2 3: 0 < z W C) �: <0 3� C:1 < 0 C:1 CD Uj 01 X 2CD C%4 C.0 LO LO c1q 60 U) T_ 04 LO C-4 C) C:) <LO Lo E r C) 0 z E T_ IL E 0 0 �0 16 _j < 0 a) JOB NO 21-01148-01143 SCALE AS NOTED SHEET NO. D1 kj T 1 1- ''Ll' L AA � 1 1