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DIAGONAL SPACED AT 15-0" O.C. MAX SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS NG - 2X4 SPF OR SPAN FROM EXCEEDING JACK WEBS FOR NAILING - SYP w/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER WEB SIDE OR BOTH IF REQ'D) CROSS BRACING DETAIL (TYP.)r SCALE: 1/2" V-0" PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" 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 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 7 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. D13 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 CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. 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 DIAGONAL AT 81-0" MAX WOOD TRUSS SCALE: 1/2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W1 (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) 2x8 #2 SPF RIDGE BEAM 2XIS #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 2X4 CONT. AT--j CONC.MASONRY STEEL OR WOOD T & B CHORD 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 ..-v—PROVIDE25"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 @ 15 1000 SQ. FT. OF 24" O.C. M FLOOR AREA & SEALED N 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, " - J 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-0" Z-O" MIN. LAP SPLICE 11-01, 6" 6" 61' 6" Lo L. TYP. 0 0 1 0 0 0 SPLICE 0 1 0 0 Z-10" SPLICE BEYOND PART. ELEV. VIEW i All f-) (I 111 11111n,�" M TYP. I 0 1*] '041M (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. O'C' W/ EDGER 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 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. 2S-i DOUBLE KNOCK -OUT 'UT 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 5401 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 5�0 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 (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 3/4" TITEN2 @ 16" O.C. W/ 3/16" DIA. x 1 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 MASO SEE P DETAIL — ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" 10% '1 OA -rnCKI A ILS 2X6 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 MASONRY Wfi SEE FL0 PLAN FOR MO INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE IIN. 2x4 #2 SPF P.T. ONT. W/ (2) 4"XT' ITEN2 SCREWS @ 51, O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r5 2 SCALE: 3/4" V-0' 1_1,_� 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 �SE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELE�V MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED 74�� 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" SHEATHING 4'ON EA. SIDE 2" CLG. RUNNER FIRE CAULK OF WALL NOT STAGGERED RUNNER TO SHEATHING CEILING BOARD — DE SEE ROOF PLAN ABOVE AT EACH SI OVER PARTY WALL ----2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED x x TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP-) F S C C N, 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"x3" TITEN2 2X4 LEDGER ONLY AT EACH Ix SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO LEDGER OR 5/8" GYP. WB. W/ 13/8" STD 909 HOOK 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 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 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/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/Dl 314" 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 TO 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 (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. 0. 0 n v 0.. 1. on —DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. __N"�1/2" GYP. WB. TYP. "S" MORTAR (TYP.) z Zi L0 CL 4"X4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 9 (4) #5 CONT. —STD. 909 HOOK ON 3" CHAIR 81' 2'-0" 8" (SEE DETAIL) 7. 0 40 79 2-STORY PARTY WALL SECTION (PW� SCALE: 3/4"=V-0" REV. 05.24.23 EERE FLOOR TRUSS'AT 24" O.C. GYP. BOARD CLG.. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 NAILER BASE B( PER SPI CONC. S SEE FOt 6 MIL VI TREA_ SEE PLAN TOP OF PLATE TOP COURSE W/ t LINTEL SEE PLAN 1k SEE PLAN T L OP OF WINDOW WINDOW PER PLAN _.e 8" C.M.U. WALL 10--8'. �--DOUBLE KNOCK -OUT W1 (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 511no -r F. F. 00 VARIE WITH CD SITE GRADES SEE PLAN TYP. 2 STORY WALL SECTION SCALE: 3/4" V-0" REV. 08.20.21 co Uj C30 CD 31- RL cc M C= C= C14 3: a, w CL.= cu E W CD .0 CM C= &a CL CL cv,> CN C:3� 2! a- N s .� 0 No 78 crz OF Z OR % To the best of the Engineers knowledge, infoRation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Fiords 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 8T E -4 -. 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