4418 29TH AVE SE 2017 Plans 2025-08-28

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 -4— STRUCTURAL NOTES P.E.N. PER UPPER WALL STRUCTURAL NOTES P.E.N. PER UPPER WALL FLOOR NAILING PER P.E.N. PER UPPER WALL NOTE: IF PANEL SHEATHING REMOVED I NO IF BLOCKING PANEL REMOVED I STRUCTURAL NOTES - P.E.N. PER UPPER WALL 41-0tj TJI 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 ,OR RELOCATE PLATE NAILING/FRAMING ANCHORS TJI BLOCKING PANELP.E.N. PER LOWER WALL 10d 0 6' O.C. TO ADJACENT BAYS . ..... TO ADJACENT BAYS PANEL SHEATING/NAILING PANEL SHEATING/NAILING I t TO MATCH LOWER WALL 11 TO MATCH LOWER WALL TOP LSL RIM JOIST J &A7 PANEL BREAK TJI PER PLAN P.E.N. PER LOWER WALL TJ PER PLAN Tab PER PLAN ITCEILING P.E.N. PER LOWER WALL TJI PER. PLAN STUDS WALL AND CEILING WALL AND CEILING PER ARCH. P.E.N. PER LOWER WALL WALL AND CEILING P.E.N. PER LOWER WALL WALL AND CEILING F PER ARCH. PER ARCH. PER ARCH. NOTE LOWER WALL:- BEARING/SHEAR WALL LOWER WALL:- BEARING/SHEAR WALL LOWER WALL- BEARING SHEAR WALL LOWER WALL.- BEARING SHEAR WALL SPLICE do NAIL TOP PLATES 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 1'-ON JOISTS PARALLEL SCALE: 3/4 l'-O` JOISTS PARALLEL SCALE: 3/4 w= i I -on JOISTS PERPENDICULAR SCALE 3/4 it -ON JOISTS PERPENDICULAR SCALE: 3/4 l'-Ow AND AT ROOF. �1 TYPICAL EXTERIOR WALL TO FRAMING 02 TYPICAL INTERIOR WALL TO FRAMING E3 TYPICAL INTERIOR WALL TO FRAMING TYPICAL EXTERIOR WALL TO FRAMING E5 TYPICAL TOP PLATE SPLICE BUNDLED JOISTS PER PLAN It NOTE: PROVIDE WEB STIFFENERS IF REQUIRED BY JOIST MFR. JOIST HANGER TO MATCH LAP JOIST 4" TOP PLATE (2) 0.162 X 3.5' NAILS AT JOISTS -SEE STRUCTURAL SECURE TO BEAM W/ NOTES SECTION 06103 U.N.O. (3) 0131- DIAX 25- MINSOLID 2X SPLICE SEE 5 THIS SHT. PLYWOOD 12' O.C. EA. SIDE STAGGERED PER PLAN .. .. TOENAILS BLOCKING AT HANGERS PANEL BLOCKING AS REQ. AT BEARING WALLS AT NON BEARING WALLS STUDS AT HEADERS: HEADERS: 160 O.C. TYP. �2� 2X8 @ 2X4 WALLS (2) 2X4 MIN. U.N.O. 2X8 WANSUL02X6 WALLS UNLESS NOTED I N F OTHERWISE PER PLAN I JOIST PER FILLER BLOCKS JOISTS PER PLAN REQ. AT BUILT UP *1' _SOLID OR JOIST - I ' I BLOCKING KING STUD-TYP. PLAN JOISTS SEE DETAIL "Am FACE NAIL W/ JOIST HANGER JOIST HANGER TO MATCH OISTS PER PLAN I FOR BALANCE AT BEARING WALLS 0.131' X 3* 0 8' O.C. STAGGERED TYP. JOISTS -SEE STRUCTURAL NOTES SECTION 06103 U.N.O. BEAM PER PLAN TRIMMER STUDS: AT NON -BEARING WALLS (1) TRIM STUD FOR OPENINGS UP TO 6'-Op WIDE (1) TRIMMER STUD PER PLAN (2) TRIM STUDS FOR OPENINGS GREATER THAN 6 *I" JOIST DIMENSIONAL LUMBER - A: FLUSH BEAM B: DROPPED BEAM C: PARTIAL DROP UNLESS NOTED OTHERWISE PER PLAN SCALE: 314' = l'-O* 314N = 19-00 � 1111 11 11 SCALE: 31e = 1I-0w 1 4 60 NOT USED 7 NOT USED TYPICAL BUILT—UP BEAM 09 TYPICAL FRAMING TO BEAM 10 TYPICAL HEADER AT STRUCTURAL WALL NOTE: SEE ARCH. FOR STAIR DIMENSIONS UNLESS HANGERS/HARDWARE ARE SHOWN NOTE: WEB STIFFENER AS REQ'D AND BLOCKING REQUIREMENTS 0.1 48OX3.25' 0 4* O.C. ON PLANS, BEAMS BEARING ON STUD WALLS SHALL BE ANCHORED W/(4) 8d TOENAILS PER JOIST SUPPLIER 2X4 SQUASH BLOCK L = HORIZONTAL RUN STAGGERED 2X12 STRINGERS FOR L<84" SHOP DRAWINGS QTY. TO MATCH STUDS/POST ABOVE ,1.75X14 LVL 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 TOP PLATES E-E BEYOND TOP PLATE TOP PLATE cl- 8d EA. SIDE cr- 11 1 w I CL 00 WALL STUD 1 LMIN. o LANDING L MM FpLn" Lgt�rl LA. A LAA A LA.�A .. , . .. _dt LA-PI-11 db PLATE STRINGERS (2) 8d TOENAILS (2) 8d TOENAILS EACH SIDE EACH SIDE PROVIDE (4) LTP4 EACH SIDE OF (2) STUDS U.N.O. _L_�_L --- - � it DROPPED BEAM BEAM PER PLAN BEAM PER PLAN ON PLANS V_� _�� EXTERIOR INTERIOR WALL WALL WEB STIFFENER EA. NOTE: SQUASH SIDE 3/4w X 2 BLOCK REQ'D MEN - -- --- W = WIDTH 1 12" VERIFY 5/16' MIN. POST ABOVE (3) STRINGERS FOR W<42" (4) STRINGERS FOR 42"<W<48' JOIST TO BRG. PL. WEB S11FFENER SQUASH BLOCK J* ELEVATION AT WALL SCALE: 3/4! = 1 1_00 SCALE: 3le = l'-O" SCALE: 3/4 19-0lt SCALE: 3/4" = l'-O* SCALE 3/4! = 1 0_00 SECTION E-E AT WALL 11 TYP. TOP PLATE SPLICE AT DROPPED BEAM 12 TYP. TOP PLATE SPLICE AT DROPPED BEAM 13 TYPICAL BEAM TOENAILING 14 I —JOIST NAILING REQS. AT BEARING IjE 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 STRUCTURAL NOTES ... . ... ......... P.E.N. PER LOWER WALL . ..... 2X BLOCKING DIAPHRAGM NAILING RI OLK FL DIAPHRAGM EDGES BLOCK FLOOR DIAPHRAGM EDGES BEAM DR 0 SIM. x JOIST PER PLAN P.E.N. PER LOWER WALL TJI 2X RIM JOIST PANEL SHEATING/NAILING PER PLAN TO MATCH LOWER WALL I SOUD/TJI A BLOCKING P.E.N. PER LOWER WALL LOWER WALL- BEARING/SHEARWALL +: BEAM/HDR 0 SIM. PER PLAN AND SCHEDULE WALL AND CEILING PER ARCH. LOWER WALL: BEARING/SHEAR WALL NOTE: PROVIDE WEB PER PLAN AND SCHEDULE REINFORGlNG PER JOIST SCALE: 3/4' l'-O' JOISTS PERPENDICULAR 00 = i f_O* MANUFACTURER 3/4 REQUIREMENTS 16 NOT USED 17 NOT USED 18 NOT USED 119l LOAD TRANSFER DETAIL []20] TYPICAL CANTILEVER FLOOR DETAIL • ....... M.;:: ...... fi F- w , Q W co C) Lo Q C) * 4!:Z. 'CCO z ccnl cq ix 0 a- LO C> lz 0 C-) 0 uj 0 Bt Lj M Q V) < ace LLJ cn 0 t5 W Qc a cn U) 5: Li cy- LAJ u (n cr < 0 0 w CN CA ct 4.� bA rll� ct ct 0 u C) ct v E �z C�d ct 6,0 con C) P.,