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U X B Q pi 0 J i [V 41 I CV i I 12 L .NS 0 i 0 5 i N cV I r4" a 0 i E I c Ir- 0 v i 0 UI h 0 i 0 N N N N a s N O N N S 0 9 v fn 'DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING ---BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS SSES (2) 12D NAILS I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED EACH DIRECTION TYP. U.N.O. 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 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WH SIDE w/ (3) 12d NAILS WHEN NAILSWHN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d 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. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE A DIRECTION TYP. --� CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1/2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d 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 MAX F:I�TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"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 aC� INTERIOR BEARING r3 `LWOOD TRUSS J SCALE: 1/2" = 1'-0" J PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS OCKI NG DETAIL STANDARD HEEL HEIGHT TYP. WOOD TRUSS BL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 . . ROVIDE 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 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 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE t, - 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO -- 1 = MIN. 5" EMBEDMENT @ APPROX. EQUAL AREAS. 24" O.C. STAGGERED @ - 12" O.C. DOUBLE KNOCK -OUT _ BLOCK w/ (1) #5 CONT. - IN EACH COURSE. FLOOR CONNECTION aQ EXTERIOR WALL SCALE: 3/4" = V-0" LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O O O 0- SPLICE O 1 O O O 2-4 SPLICE BEYOND T-0" PART. ELEV. VIEW DBL. KO. BLOCK MIN. MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED tJ (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. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" o.c. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT 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 SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD nnTrru n-rr�nn WOOD TRUSS DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1' OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO n MASONRY SEE PLAN /" % 10.4 Tl1CAIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.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 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ - ROOF SLOPE MASONRY WALL SEE FLOOR MIN. 2x4 #2 SPF P.T. PLAN FOR MORE CONT. W/ (2)"x3" INFO. TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 314" = 1'-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 DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. ELIMINATE 3/4 AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" FOR INSTALLATION. 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN -- -- — MAX VERTICALLY NAILEDFOR STRAP INFO. (2) LAYERS 1 "x24" PROPRIETARY TYPE _ o o TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. "X" GYP. PANELS INSERTED BETWEEN o (TYP.) 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. o o EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING 2" FLOOR RUNNER ° ° R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 W/ 3/16" DIA. x 1 3/4" 2x4 LEDGER ONLY AT EACH TITEN2 @ 16" O.C. /� i FIRE CAULK `-�/�� k-- -1 °' SIDE OF STEEL "H" STUD. - - - - ---- (2) SIMPSON SDWC15600 RUNNER TO BLOCK (1) LAYER 1/2" HIGH STRENGTH SCREWS @EACH TRUSS TO WALL EACH SIDE OR 5/8" GYP. WB. W/ 1 3/8" LEDGER NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 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/ 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/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHORD BRG. FLOOR TRUSS FOR AN AREA < 1000 S.F. FLOOR -SYSTEM 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/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES STD 902 HOOK (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. —� +R 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. W B 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 —EACH 0 BE NAILED W/8d - - - FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE 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) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING - - -- SIMPSON SDWC15600 SCREWS SHALL DIVIDE THE -(2) @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. -OP CHORD BRG. :LOOR 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/D1 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 TYP. "S" MORTAR (TYP.) BASE BOARD PER SPECS. —\ Z .J � a N d 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 • (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED: SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN �— SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 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 DP OF SLAB F.F. 00 VARIES WITH N SITE GRADES SEE PLAN 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N N 7 p 4J t V M 7C a N 'O N t Q w N fL! 3 = cu Y doh= $ 3 ca w N LZ -ice c E n P� •.NEE � r '�� ^,,. A 1.cv F� SS'ONt 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 7lh Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �".r as iJ, It 4 � U V O N N w -' - 0 co % i Z P N �Ni v � m ,;j`,• ,��;,4 U LL w a Z _ — ti n M�� ��g £ Wcn cO N ,O 0 °' LL=0MZdJ 4' Cow 0 Z N - OU N W ❑ ❑ z o z N ? M C1 Z5 o 4-J .O w o u- �N (Z w F — 8 I ti o w co U_ (x C 1-0. � � a ' a c6 E U _® o a � E z w� � � g 0 zz Cn J 5 as gm zn 5 �w W U -) O LL g ��! ;o 8 oU3 2N 0 En > (� 0 CL a 0 j J 1 -c Q 00 n T 0 O coo o a O Co 00 Q �-� ate•+ _n 0� CV F— o o O c -� LO r` 04 a O c) T 6 � N o Z E 0 m tD d O 0 _j < 0 JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. D1