3333 NASSAU ST 2024-08-07 - Laserfiche WebLink

2x6 EXTERIOR WALL g& < 10FLOOR NAILING d AT 6"OZ, 2x6 PT PLATE SHEARWALL SHEATHING W/"'%6"6 A.BOLT PER SCHEDULE AND NAILING PER PLAN w 10d AT 6"O.C. W/WASHER PER S1 WHERE OCCURS 16d PER SCHEDULE FLOOR NAILING i6d PER SCHEDULE MASAP ANCHORS Ai A.BOLT 16d AT 6"C.C. �F5 1�� 6 O.C. ROVIDE lY"LSL BLKG (6"O.C.MAX PROVIDE lY LSL PROVIDE lY"LSL BLKG 10d AT 6"O.C. ?o (" MAX)) ) SPACING ARE ACCEPTABLE AT PROVIDE O.C. BLKG ABOVE A7 48"O.C. 16d AT 6"O.C. z x w~ LAT PARA. COND FURRING WALL A7 PARA. COND SLAB PER PLA z 1Y"LSL BLKG 1Y"LSL BLKG C o w€ FL00R FLOOR J FLOOR 7c �— Fl OOR� FJ.QQB FLOC wbq 1Y"LSL RIM r 1Y"LSL RIM - w (2).04H A7 MOP " GARAGE SLAB PER, g c Ai 18"O.C. z P P i LAN SLOE 0 D00 i6d TN 16d EA SIDE JOIST LTP4 NOT REQUIRED I 16d EA SIDE JOIST LTP4 NOi REQUIRED s 2 4H AT TOP a LTP4 PER SCHEDULE LTP4 PER SCHEDULE C)# AT 6"0 C. IF BTM SHEATHING i6d TN i0P PLATE NAILING IF BTM SHEATHING , i � AND 18"O.C. (16"O.C.MAX) (16"O.C.MAX) i0P PLATE NAILING 4V AT 18"O.C. AT 6"O.C. NAILED INTO i6d AT 3"O.C. LAPS RIM,2"MIN NAILED INTO i i LAPS RIM,2"MIN EA FACE DROPPED BEAM g STAGGERED OR TOP SHEATHING i6d AT 3°O.C. OR i0P SHEATHING W/90'HOOKS TOP PLATE AND RIM TOP PLATE AND RIM , STAGGERED PER PLAN _ NAILED TO NAILED i0 CENTERED IN WALL o0 0 SES-< TOP-TOP PLATE ; FURRING WALL i0P-i0P PLATE WHERE OCCURS < w PER ARCH (2)4 BTM o-� 5" g^ 5" FTG DRAIN o <<N AT BRG WALL AT DOPPPED BEAM a ffi< d n 1 FLOOR SECTION 2 FLOOR SECTION 3 FLOOR SECTION 4 FLOOR SECTION s FLOOR SECTION 86 SCALE 3/4"= 1'-0" S6 SCALE 3/4"=i'-0" S6 SCALE 3/4"=1'-0" S6 SCALE 3/4"=1'-0" S6 SCALE 3/4"=i'-0" <LU 3 26 EXTERIOR WALL 3 N g 16d PER SCHEDULE SHEARWALL SHEARWALL SHEATHING - CL oo o i6d PER SCHEDULE 16d PER SCHEDULE SHEARWALL SHEARWALL (6"O.C.MAX) WHERE OCCURS AND NAILING PER PLAN o o N N mm WHERE OCCURS 6 O.C.MAX) WHERE OCCURS (6"O.C.MAX m m LL N N 9 (" 2x10 Pi PLATE 10d A7 6"O,C. 2x INFILL FRAMING 16d TN �lOd AT 6"O.C. H m x o 0 10d AT fi"O.C. 10d Ai 6"O.C. EA JOIST a/ W/`WO A.BOLT PER SCHEDULE = w a FLOOR NAILING FLOOR NAILING W/ "FLOOR SHEATHING EA SIDE W/WASHER PER Si w a a FLOOR NAILING IJ/2"LSL RIM BALANCE 1�"LSL BLKG U.N.O. �— � 48"O.C.MAX ELECTRIC FIREPLACE STEP PER ARCH PER 15/86 PER ARCH SLAB PER PLAN ITS HGR 1Y"LSL BLKG FLOOR (2)f4H AT TOP AN FA35� SCHEDULE A35 PER SCHEDULE FA35SCHEDULE FLOOR JOISTS PER PLAN AT 18"O.C. �Pi 2X12 LEDGER MAX) (i6"O.C.MAX) MAX) EA FACE W/%-o TITENS BEAM PER PLA i i6"O.C. AT PERP COND AT FLOOR TRANSITION AT STAIR t1 M•✓A s FLOOR SECTION FLOOR SECTION s FLOOR SECTION 9 FLOOR SECTION 10 FLOOR SECTION Sp49�oF wnsy clC�f S6 SCALE 3/4"=1'-0" S6 SCALE 3/4"= i'-0" S6 SCALE 3/4"=i'-0" $6 SCALE 3/4"= 1'-0" S6 SCALE 3/4"=1'-0" LAP PERP WALL TOP PLATE OVER PANEL AND NAIL �or Aye G? _ __ W/(4)16d SHEARWALL RAILING PER ARCH ION fN -rr- II SHEATHING II 'Fa"SHEATHING W/ 2x6 TIGHT TO PANEL PER PLAN CONN.PER SIMPSON SHEARWALL SHEARWALL II II 8d AT 6"O.C. W/(2)16d AT 6"O.C. DECK MANUAL OR EQUIV PER PLAN PER PLAN II II II OVERLAP PANEL 2x10 Pi PLATE i6d PER SCHEDULE II II II W/%"6 A.BOLT PER SCHEDULE (6"O.C. FLOOR R AI O.C. II II II W/WASHER PER S1 MAX)) FLOOR NAILING PT 2x12 BLKG I ON CENTER 3-ROW OF LE RAIN THRU Y"6x4"SDWS II II II 48"O.C. MAX Ih"LSL BLKG �= AT i6"O.C. DECK PER ARCH II II II WALL PANEL W/ FLOOR F II II II 3f6"SHEATHING ll-(4)16d INTO BLKG _ — �n EA JOIST J �-- II II II EA SIDE W/ II II 2-ROWS 8d A7 6"O.C. w jll II INTO DBL STUDS ARAGE SLAB \ LEDGER Q LTJ LTJ II II PER PLAN Pi 2x12 RIM 1sd TN - ELEVATION LUS212Z HGR LTJ U I c v= CANTILEVERED JOIST EA JOIST PT DECK JOISTS 0 z Q AT 16"O.C. PER PLAN PT 2x12 LEDGER (n Pi 2x12 LEDGER W/(3)SDS SCREWS V--I AT 16 "O.C. 0 C 2x6 TIGHT TO PANEL NT FURRING WALL-1z � Q W/(2)16d AT 6"O.C. PER ARCH BEAM PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLA _ PANEL W ELEVATION Q ry c/) W 11 WALL SECTION 12 FLOOR SECTION 3 FLOOR SECTION 14 FLOOR SECTION 15 FLOOR SECTION � z w S6 SCALE 3/4 =1'-0" 86 SCALE 3/4"=1'-0" S6 SCALE 3/4"=1'-0" S6 SCALE 3/4"= 1'-0" S6 SCALE 1/2"= 1'-0" LUS28 HGR O J STAIR STRINGER SCHEDULE NOTCH STRINGER O STRN R a SPACING MAx61UM RUN FOR HGR FLOOR J f OR ROOF 2x12 oFpz AT ts'O.C. Y-o" LL_ �LANDING 2x12 oFy1 AT 1Y O.C. 9•-0' pR FL00 2,12 OF02 AT 16'o.C. w/2x6 DOUR HDR PER PLAN BEAM PER PLAN TIGHT TO PLATE 1Yw14Llk AT 12'O.C. 12'-0' MIN DEPTH 12"(NOM.) *404 LK AT 16'O.C. 14•-0" �"FLOOR LAI Lod SINGLE TRIMMER i1P SHEATHING OR FL Rr DBL Ai 4x10 CLIENT: AND LARGER ARCH. STUDIO STAIR BEAM PER PLAN STRINGER MIN DEPTH 12" Y. (NOM.) SINGLE TOP SILL DESIGNED K1YV PER SCHEDULE U.N.O. 2x4 THRUST BLOCK DRAWN BY: W/(2)Y2"60"TITEN ANCHOR LUS28 HGR SINGLE BTM SILL TF/JH OR(2)16d Ai 6 O.C. NOTCH STRINGER U.N.O. CHECKED BY: AT WOOD FLOOR FOR HGR JJ 2x DBLR W/ DATE: (2)16d AT 6"O.C. MARCH 16, 2018 WHERE NEC. r(OF EVERETT SHEET NUMBER: RUN REVIEWED FOR PERMIT 19 TYPICAL STAIR DETAIL r23N TYPICAL HEADER DETAIL S6 S6 SCALE 1/2"= 1'-0" S6 SCALE 1/2"= 170"