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4018 GRAND AVE 2019 Plans 2025-07-01
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4018 GRAND AVE 2019 Plans 2025-07-01
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Last modified
7/1/2025 2:25:57 PM
Creation date
6/13/2025 2:51:20 PM
Metadata
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Template:
Address Document
Street Name
GRAND AVE
Street Number
4018
Permit
C1905-001
Year
2019
Notes
SFR ADDITION AND REMODEL
Address Document Type
Plans
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�C A <br /> ti�F WASH�N <br /> C <br /> 4"MAX FOR RIDGE VENT FFG�ST <br /> SHEATHIN&PER PLAN <br /> SIMPSON LRUZ <br /> HANbER,TYP. SHEATHING PER PLAN DIAPHRAGM BOUNDARY <br /> NAILING <br /> SHEATHINS PER PLAN DIAPHRAGM BOUNDARY 2x FULL DEPTH BEVELED V <br /> NAILINb SLOGKIN6 w/12d J <br /> J <br /> TOENAILS o 6"11 <br /> a � 8 <br /> 3x <br /> RAFTERS PER PLAN RAFTERS PER PLAN 2x4 FLAT OUTRIbb£R5 m HI CLIPS m EA.RAFTER L_ o W Lu <br /> RIDGE BOARD OR 24"oc w/(2)12d EA.END p m F fu <br /> BEAM PER PLAN RAFTERS PER PLAN CONTINUOUS TOP PLATE s CONTINUOUS TOP PLATE HEADER I PLAN i� 'T�♦' E <br /> (SPLICE PER 18/5900) END RAFTER oo2d (SPLICE PER 18/5900) (ARE OCCURS) Q y V t: 2 <br /> NOTCH FOR OUTRIGGERS 2x STUD WALL PER PLAN a c W U <br /> 2x BALLOON FRAMED HEADER PER PLAN ti z j <br /> STUD WALL PER PLAN N w = <br /> (A-E�OCCURS) SHEATHING PER I/5900 p mj n <br /> Q <br /> SHEATHING PER I/5900—/ ®SHEAR WALLS n W E <br /> 20 8 m SHEAR WALLS I C Q <br /> a� V <br /> DIAPHRAGM BOUNDARY DIAPHRAGM rpj <br /> NAILING BOUNDARY NAILING A3 <br /> SQUASH BLK'b UNDER SQUASH BLK'b UNDER <br /> P0575/BUILT UP STUDS POSTS/B'UILT UP STUDS z zi�ito- <br /> 2x BLOCKING m (MATCH AREA) 12d m 6"06 (MATCH AREA) 12d m b"oc <br /> ALT.SPADES <br /> (B)6d EA.BLOCK z c <br /> SHEATHING NAILS o 4"oc AR WALL EDGE NAILING Ow <br /> SHEATHING PER PLAN SHEATHING PER PLAN SHEAR WALL EDGE NAILING SH A.THIN&PER.PLAN F <br /> (B)12d TOENAILS w <br /> SFPATHINb PER PLAN <br /> N <br /> Wo BTL <br /> V iZ sPL1GE SHEATHING zz <br /> j SPLICE SHEATHINb pF <br /> 10 <br /> JOISTS PER PLAN AR WALL EDGE NAILINb ENGINEERING <br /> J015T5 PER PLAN JOISTS PER PLAN 1` SHEAR WALL EDGE NAILING JOISTS PER PLAN 1`; <br /> JOIST BLOCKING _ <br /> m 48°oc v_ HEADER PER PLAN 2x RIM BOARD HEADER PER PLAN o <br /> PLUSH BEAM PER PLAN HANGERS PER PLAN (WHERE OCCURS) (WHERE OCCURS) <br /> 2x RIM BOARD <br /> i. <br /> DROPPED BEAM <br /> PER PLAN CONTINUOUS TOP PLATE <br /> CONT.TOP PLATE 2x STUD WALL PER PLAN (SPLICE PER 16/5900) 2x 5'ND WALL PER PLAN ¢H <br /> (SPLICE PER 18/SQOO) ¢ <br /> 5HEATHING PER I/5,100 [�SHFEATHIN&PER I/5900 a€ <br /> EXISTIN&FRAMING AT SIM EXISTING FRAMING AT SIM a <br /> zz <br /> 14 13 u a <br /> 12 11 <br /> o^ <br /> _ DIAPHRAGM BOUNDARY <br /> NAILIN6 i O <br /> DIAPHRAGM BOUNDARY <br /> PROVIDE SQUASH BLK'6 NAILING a <br /> UNDER POSTS AND BUILT a 1 1 <br /> UP STUDS ABOVE SQUASH BLK'e UNDER Qj F W <br /> (MATCH SIZE ABOVE) FAGENAIL PER I/5900 PO5T5/BUILT UP STUDS p U <br /> SHEATHING PER PLAN ((MATCH AREA) 12d m 6"oc O V <br /> SHEATHING NAILS o 4"oc d Z <br /> DIAPHRAGM BOUNDARY NAILING _, s7�{1NG SHEAR WALL EDGE NAILING SHEATHING PER PLAN SHEAR WALL EDGE NAILINb m i 1�1 O <br /> PER PLAN y p W <br /> 2x FULL DEPTH BEVELED Q m <br /> BLOCKING w/12d <br /> TOENAILS m 6°oc SPLICE SHEATHING SPLICE SHEATHING z Y V� <br /> RAFTERS PER PLAN {-'1 W/M� <br /> JOISTS PER PLAN 54 m <br /> SHEAR WALL EDGE NAILING JOISTS PER PLAN SHEAR WALL EDGE NAILING F <br /> JOIST BLOCKING t_ �` 00 <br /> h 'R <br /> SIMPSON A54 m 16'oc v <br /> m 48"oc 1✓a"LSL RIM BOARD w x <br /> LSL RIM BOARD HEADER PER PLAN <br /> BEAM PER PLAN HEADER PER PLAN CONTINUOUS TOP PLATE (WHERE OCCURS) y O N <br /> GONT.TOP PLATE (WHERE OGGUR5) (SPLICE PER IB/sN00) Z Q W <br /> 21 STUD WALL PER PLAN a <br /> (SPLICE PER 18/5900) s 0 <br /> 2x STUD WALL PER PLAN c O <br /> EXISTIHkS FRAMING AT SIM EXISTINS FRAMING AT SIM SHEATHING PER I/S900 rn o Z <br /> O 0I SHEATHING PER I/5900 <br /> m O <br /> a °a <br /> HANDRAIL PER ARCH'L <br /> EXIST,WALL ABOVE W <br /> (WHERE OCCURS) D <br /> H <br /> a SIMMON DTT2Z DEGKIN&PER ARGH'L ORIENTATION VARIES DIAPHRAGM BOUNDARY LL <br /> TENSION STRAP NAILING = <br /> EXIST.SHEATHING F <br /> SHEATHING 4.4 P05T5 m 48'oc,MAX SHEATHING PER PLAN < <br /> PER PLAN w/(2)s/e"ax8"TNRU-BOLTS Q <br /> w/ZIP(MINI WASHERS i 1 Z <br /> a a 0 <br /> Z <br /> w N as <br /> G JOISTS PER PLAN EXIST.JOISTS it JOISTS PER PLAN(TOP <br /> n DEPTH MAY VARY FLUSH PV EXIST.JOISTS) } <br /> a JOISTS PER PLAN LU525 H6R5(SEE DEN. SHORE HAN(SERS PER PLAN m 3 u rl <br /> 3 BEAM PER PLAN NOTES FOR H&R"REQ'MEWS AS REO'D ¢ w <br /> LUS-28 PER PLAN m TREATED WOOD) 2x10 LEDGER W/ 0 v' <br /> (5)12d m 12"oc <br /> (SEE GENERAL STRUCTURAL EXIST.RIM BOARD 04 <br /> O <br /> NOTES FOR REOUIREMENT5 P.T.2.10 LEDGER w/(2) <br /> m TREATED WOOD) <br /> ROWS SDA.ROK STA NEW FOOTING O <br /> m 12'oc EA.ROW,STAGGERED PER I/5800 <br />� 5�T/SBOI <br /> 4 FRALL-0S <br /> AU <br /> MON <V <br /> tp <br /> CITY OF EVERETT N Q <br /> REVIEWED FOR PERMIT Q N <br />
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