4414 31ST AVE SE 2017 Plans 2025-08-29

WALL PLATE NAILING PER UPPER WALL- UPPER WALL- UPPER WALL' UPPER WALL- SCHED. FOR UPPER WALL BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE FLOOR NAILING PER NOTE: NO WALL ABOVE AT SIM. NOTE: NO WALL ABOVE AT SIM. STRUCTURAL NOTES FLOOR NAILING PER FLOOR NAILING PER STRUCTURAL NOTES P.E.N. PER UPPER WALL STRUCTURAL NOTES P.E.N. PER UPPER WALL FLOOR NAILING PER 41-0" STRUCTURAL NOTES P.E.N. PER UPPER WALL NOTE: IF PANEL SHEATHING REMOVED NOTE: IF BLOCKING PANEL REMOVED P.E.N. PER UPPER WALL TJ BLKG. PANEL AT ONE BAY FOR FOR MECH./PLUMBING, AT ONE BAY FOR FOR MECH./PLUMBING, (20) 12d P.E.N. PER LOWER WALL RELOCATE PLATE NAILING/FRAMING ANCHORS RELOCATE PLATE NAILING/FRAMING ANCHORS TJ BLOCKING PANEL P.E.N. PER LOWER WALL 10d 0 6* O.C. TO ADJACENT BAYS TO ADJACENT BAYS LSL RIM JOIST PANEL SHEATING/INAILING PANEL SHEATING/NAILING TO MATCH LOWER WALL LSL JOIST TO MATCH LOWER WALL TOP AhA7 RIM PANEL BREAK PANEL BREAK I I P.E.N. PER LOWER WALL TEA PER PLAN P.E.N. PER LOWER WALL TA PER PLAN TJ PER PLAN TJ PER PLAN STUDS WALL AND CEILING WALL AND CEILING P.E.N. PER LOWER WALL WALL AND CEILING P.E.N. PER LOWER WALL WALL AND CEILING PER ARCH. PER ARCH. PER ARCH. u PER ARCH. NOTE: LOWER WALL- LOWER WALL: LOWER WALL: LOWER WALL: SPLICE & NAIL TOP PLATES BEARING/SHEAR WALL BEARING/SHEAR WALL BEARING/SHEAR WALL BEARING/SHEAR WALL AS SHOWN 0 ALL EXTERIOR, PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PLUMBING, PARTY & SHEAR SCALE: 3/4 l'-O* JOISTS PARALLEL SCALE: 3/4 l'-O" JOISTS PARALLEL SCALE: 3/4 l'-O* JOISTS PERPENDICULAR SCALE: 3/4 l'-O* JOISTS PERPENDICULAR AND AT ROOF. SCALE: 3/4 1`-0" 01 TYPICAL EXTERIOR WALL TO FRAMING 2 TYPICAL INTERIOR WALL TO FRAMING TYPICAL INTERIOR WALL TO FRAMING TYPICAL EXTERIOR WALL TO FRAMING 5 TYPICAL TOP PLATE SPLICE BUNDLED JOISTS PER PLAN t r Tr it 1- NOTE: PROVIDE WEB STIFFENERS f IF REQUIRED BY JOIST MFR. JOIST HANGER TO MATCH LAP JOIST 4" TOP PLATE (2) 0.162 X 3.5" NAILS AT So JOISTS -SEE STRUCTURAL SECURE TO BEAM W/ NOTES SECTION 06103 U.N.O. NO TES 0.131- DIA. X 2.5' MIN. SOLID 2X SPLICE SEE 5 THIS SHT. PLYWOOD 12 O.C. EA. SIDE STAGGERED PER PLAN BLOCKING AT T�NAILS PANEL BLOCKING I I HANGERS AS REQ. AT BEARING WALLS AT NON BEARING WALLS HEADERS: HEADERS: S1UDS AT 16" O.C. TYP. 22X8 0 2X4 WALLS (2) 2X4 MIN. �2� U.N.O. 2X8 WANSUL02X6 WALLS UNLESS NOTED )no 46 A OTHERWISE PER PLAN lea JOIST PER WEB FILLER BLOCKS JOISTS' PER PLAN REQ. AT BUILT UP 'I* SOLID OR JOIST BLOCKING "A'" KING STUD-TYP. PLAN JOISTS SEE DETAIL FACE NAIL W/ JOIST HANGER ISTS PER PLAN FOR BALANCE 0.131" X 3" 0 8* O.C. JOIST HANGER TO MATCH AT BEARING WALLS STAGGERED TYP. JOISTS -SEE STRUCTURAL NOTES SEC TION 06103 U.N.O. BEAM PER PLAN TRIMMER STUDS: T6 goo AT NON -BEARING WALLS (1) TRIM STUD FOR OPENINGS UP -ON WIDE (1) TRIMMER STUD PER PLAN (2) TRIM STUDS FOR OPENINGS GREATER THAN 6 $-Olf "I" JOIST DIMENSIONAL LUMBER - A: FLUSH BEAM B: DROPPED BEAM C: PARTIAL DROP UNLESS NOTED OTHERWISE. PER PLAN SCALE.- 3/4- 1 f-011 3/4" = 1 #-ON SCALE: 3/4' = l'-O* � 1111 1 11-4 6 NOT USED -7 NOT USED E8 TYPICAL BUILT-UP BEAM E9 TYPICAL FRAMING TO BEAM 10 TYPICAL HEADER AT STRUCTURAL WALL NOTE. SEE ARCH. FOR STAIR DIMENSIONS NOTE: WEB AND BLOCKING REQUIREMENTS 0.148*X3.25* UNLESS HANGERS/HARDWARE ARE SHOWN STIFFENER AS REQ'D 0 4' O.C. ON PLANS, BEAMS BEARING ON STUD WALLS SHALL BE ANCHORED WA4) 8d TOENAILS PER JOIST SUPPLIER 2X4 SQUASH BLOCK L = HORIZONTAL RUN STAGGERED 2X12 STRINGERS FOR L<84" SHOP DRAWINGS QTY. TO MATCH STUDSPOST ABOVE ,1.75Xl4 LVIL STRINGERS FOR 84"<L<140" 8d EA. FLANGE CONT. RIM JOIST MST 37 CONT. RIM JOIST BEAM BEAM PER PLAN PER PLAN LSL RIM (3) 8d CLENCHED E-E TOP PLATES BEYOND TOP PLATE TOP PLATE 8d EA. SIDE w 0- t CD _n _rT_ WALL STUD 00 1 IN. LANDING LAS-5 PLATE Lnj STRINGERS A A (2) 8d TOENAILS (2) 8d TOENAILS EACH SIDE EACH SIDE PROVIDE (4) LTP4 EACH SIDE OF (2) STUDS U.N.O. —LVL DROPPED BEAM BEAM PER PLAN BEAM PER PLAN ON PLANS INTERIOR EXTERIOR WALL WALL WEB STIFFENER EA. NOTE: SQUASH SIDE 3/4-oo X 2 BLOCK REQD WHEN W WIDTH (3) STRINGERS FOR W<42" -JD/2" VERIFY 5/16' MIN. POST ABOVE (4) STRINGERS FOR 42"<W<48') JOIST TO BRG. PL. WEB STIFFENER SQUASH BLOCK ELEVATION AT WALL SECTION E-E AT WALL SCALE- 31e = 1 0_00 SCALE: 3/4' l'-O* SCALE: 3/4 1 _O SCALE: 3/4 it -Ow SCALE: 3/4' = 1'-0w 11 TYP. TOP PLATE SPLICE AT DROPPED BEAM TYP. TOP PLATE SPLICE AT DROPPED BEAM 13 TYPICAL BEAM TOENAILING 14 I -JOIST NAILING REQS. AT BEARING 1:51 TYPICAL STAIR FRAMING UPPER WALL - UPPER WALL: BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEARWALL WALL PLATE NAILING PER PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL FLOOR NAILING PER P.E.N. PER UPPER WALL FLOOR NAILING PER P.E.N. PER UPPER WALL STRUCTURAL NOTES STRUCTURALNOTES P.E.N. PER LOWER WALL 2X BLOCKING DIAPHRAGM NAILJNG I BLOLK FL R DIAPHRAGM EDGES BLOCK FLOOR DIAPHRAGM EDGES BEAMMDR 0 SIM. JOIST PER PLAN P.E.N. PER LOWER WALL Til 2X RIM JOIST PANEL SHEATING/NAILING PER PLAN TO MATCH LOWER WALL SOUD/TJI P.E.N. PER LOWER WALL LOWER WALL- BLOCKING BEAM/HDR 0 SIM. BEARING/SHEARWALL PER PLAN AND SCHEDULE WALL AND CEILING LOWER WALL: PER ARCH. BEARING/SHEAR WALL NOTE: PROVIDE WEB PER PLAN AND SCHEDULE REINFORCING PER JOIST SCALE: 3/4' l'-O* JOISTS PERPENDICULAR 0 = is -on MANUFACTURER 3/4 REQUIREMENTS 16 NOT USED E17 NOT USED NOT USED E19 LOAD TRANSFER DETAIL FLO TYPICAL CANTILEVER FLOOR DETAIL C)(m 0rn z m cr) Ln 00 C\2 C) C\2 Ld U) LO 41 0 LO 't--4 z oo w CO CO6 C) U) _q CQ co � co W <,- CO 4z -* Lo � C> �z C) -* 4:7, to to 0:: 0 LO oC 0 ZZ C> � > 0 uj 0. U) W M 0- cn z 0 M ui cr- w LLJ = cr w (n z ]� m =:) U) cR < q cn < o z � O 1 04 CA 03 U t�A O � o ct r_l or � Z ct ct bb v� w' a