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9584 7TH AVE SE 2024 Plans 2025-09-16
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9584 7TH AVE SE 2024 Plans 2025-09-16
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Last modified
9/16/2025 11:20:21 AM
Creation date
9/16/2025 11:18:38 AM
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Template:
Address Document
Street Name
7TH AVE SE
Street Number
9584
Permit
B2403-081
Year
2024
Notes
NEW SINGLE FAMILY HOME-RB2306-001 THELON-CHELSEA HEIGHTS 28
Address Document Type
Plans
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ADJUST STUD FRAMING <br /> -- -- -- <br /> AS REQUIRED V. <br /> l ( NAIL SHEATHING <br /> f <br /> TOP REINF.PER 2)2x STUD- 7(S20)2x STUD-NAIL SHEATHING <br /> SHEATHING NAILS TEACHMEMBR /HALF PLAN TO EACH MEMBER W HALF OF HEATHING NAILES to <br /> CONT.TOP PLATE PER 18/SO6 <br /> ^n <br /> p STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN <br /> MUDSILL PER PLAN-- - II I C: <br /> APPLIED OVER SHEATHING Q S G <br /> APPLIED OVER SHEATHING E IJ <br /> - _ ANCHOR BOLTS PER 1/SO6 <br /> _ _ _e I I rANCHOR BOLTS PER 11506 <br /> q _ <br /> ° <br /> \ � <br /> STEM WALL PER t __ 1 _{ .. G _____ I I •N BOTTOM STEM WALL PER V <br /> BO FOUOATION PLAN <br /> PANELEDGE MOLES' 2 I FOUNDATION PLAN d <br /> •� Ty <br /> 24 24 i -- ° ioi NAILING <br /> 1^I <br /> \ @VENT OPENING I - 8OhNU ----_- a G d <br /> PE I"PLAN <br /> `LOCATE VENTS BE RO 1 - 1 PANEL EDGE <br /> JOISTS 81'-O'MIN.FROM ADD'L VERT.REINF, 9 °7. NAILING <br /> R HULDO�IIIfWNSB POINT LOAD:; a FULL HEIGHT .I• <br /> a ..° -� �o _O°° (HALF EA.STUD) 11�2 <br /> HEADER PER PLAN <br /> FOOTINGS AND PLAN <br /> STEM J' (EXTEND TO CORNER) <br /> WALLS PER PLAN <br /> J 619 PER PLAN _ 7 <br /> __. ((2)2x MIN.) ° (2)2x 17 16 <br /> ADD'L STUD {r,�y^-,j (� <br /> HOLD DOWN PER PLAN ¢ (2)2x STUD-NAIL SHEATHING k` <br /> (APPLY OVER SHEATHING) a <br /> TO EACH MEMBER w/HALF OF <br /> SHEATHING NAILS <br /> r _ 11 T. <br /> ANCHOR BOLTS PER 1/S06 PER PLAN -STRAP HOLD DOWN PER PLAN t p M* <br /> POST PEk PLAN------ j APPLIED OVER SHEATHING -^F' /A$ <br /> 2.STUD WALL PER PLAN I <br /> P.T.2x6 MUDSILL UN <br /> O ) ,y <br /> (2)2x6 PT MUDSILL SOLID BLOCKING pft;`ny <br /> IN..,fL I.I li•I°f L• '�r ' •-O ° e ° <br /> SLAP LA HAUC- - P f- u t - a L _ <br /> N AIL 1 IPt�,J(SILL t F f IfR,AND SLAB-ON-GRADE "O ALL-THREAD W/PLATE rr r rt `r 2 L N:LT LP EMBED PER PLAN WASHERS PER VSO6 AND 24 ''r <br /> PER LA u J I.EO'D) 8"STEMWALL UNO 0 O #4 @ 16"oc' SIMPSON SET EPDXY EMBED <br /> 2' <br /> MORIZ <br /> (NO SPECIAL INSPECTION REO-D)}-- ----- - -- 4NORMALG <br /> j REINFORCING ------- <br /> 00 <br /> REINFORCING 1Y(HOOKAROND y. �I <br /> `• ADD'L BARS TO _ z ,..... <br /> TYP <br /> MATCH NORMAL #4 @ 16"oc,VERT `� L <br /> FOOTING PER t/S07 I <br /> - FTG.REINF.) 0 <br /> ` , H+ <br /> r- <br /> LL <br /> �Sl -'L;`ice .�i1N�' LF 1y <br /> FOUNDATION PLAN �i Q <br /> PE / ) STEM WALL PER <br /> INE OF EXCAVATION STEM WALL AND FOOTING ---- <br /> PER 1/507 <br /> ANCHOR BOLTS PER VS06 STEP IN FOOTING z J <br /> 11 <br /> 15 14 <br /> 13 12 ' O w <br /> SHEATHING PER 1/S06 SHEATHING PER ill S06 <br /> DIAPHRAGM BOUNDARY NAILING NAILING <br /> AGM BOUNDARY <br /> PROVIDE SQUASH BLK'G NAILING � 2x STUD WALL PER PLAN <br /> PT 2x8 MUANDDSILL RIPPED TO 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP <br /> STUDS ABOVE(MATCH SIZE PROVIDE SQUASH BLK'G MATCH STEMWALL WIDTH W/ ABOVE) UNDER POSTS AND BUILT UP 12E @ 6"oc <br /> PER 7 SOfi PLATE WASHERS FACENAIL PER 1/SU6 STUDS ABOVE(MAl'CH SIZE <br /> ABOVE) �—I- <br /> :JL1L�''JLI.I F,... SHEATHItPLAN <br /> -_.. <br /> SHEATHING PER PLAN NAILS @ SHEATHING PER PLAN SHEAR WALL EDGE NAILING <br /> 11 <br /> b <br /> 4SPLICE SHEATHING LLJ <br /> PANEL EDGE NAILING Lu <br /> J[I I:;'-:-, uj <br /> JOISTS PERPLAN JOISTS P �I -/r SHEAR WALL EDGE NAILING UNBALANCED FILL / <br /> I JB210A HANGERS JOISTS PER PLAN <br /> .. 2x BLOCK@oc <br /> (NOT REQUIRED IF / <br /> STEM WALL 8 FOOTING UNBALANCED FILL<V-D') 2x RIM BOARD <br /> (2)LAYERS BUILDING PAPER PER 1/S07 \ <br /> BETWEEN JOISTS 8 STEM WALL <br /> LL UNBALANCED STEM WALL AND FOOTING z <br /> FILL PER 1/807 w O <br /> S L / <br /> FUk GAI L 1 1 SEE 6/507 <br /> 1 O N LOIOMOIJ FOR COMMONSi - U <br /> 8 <br /> �x BLUC II I 1 I., BEARING WALL <br /> SPACES tL SI t-.1I1 I!n1-. (WHERE OCCURS) MUDS <br /> 6P.T, LATEW/ <br /> BEARING VJ LL Ab l;f.: <br /> PER 1/ RS <br /> SO6 <br /> ALT.MUDSILL ANCHOR <br /> ANC <br /> 2x STUD WALL PER PLAN <br /> -SHEATHING PER 1/SO6 2x6 P.T,PLATE <br /> --+- - wl A.B.'s AND PLATE Q <br /> PLAN -- :)EI AL BEFI�I YL t'L r; ...0 <br /> WASHERS PER 1/SO6 <br /> C ALLOUT SIZE REINFORCING MUDSILL PER 1/S07 PANEL EDGE NAILING UNBALANCED <br /> I.GFERENCc POST PER PLAN GRADE #4,TOP(LOCAT11'-3 <br /> 4'A"MAX1 4 2'E lug. ..12 tt,,a MEMBER (2)LAYERS BLDG PAPER BTWN1 OF STEMWA NO REINF POST AND CONE, PR ARCH'L SLAB-ON-GR FILLDRIVEWAY PER ARCH'L PER PO ADE ' w <br /> N #4 @ 36 oc,VER24 '`4 sqx 12 111,11 (2)#4 EA WAY NAB1_.I 1 1 TBOTTOU,O.N ON Ia-- CLIP EA #4 @ 24"ac,HO30 s () EA.WA'i MIN CON IJ VL FOOTINGq 4OTT)NI REI.J 1 CF:-'L;+ri x m COMPACT STRUCTURAL 1x 12 Mick -8OTT llul36 sqx 12"thick () EA WaY PER PLAN (i)#4,BOTTOM42"sgx12"thick (5)#4 EA.WA'f - FILL <br /> BOREINF.PER 1/S07 <br /> STEM WALL AND FOOTING <br /> PER 11S07 YP. <br /> 5 3 S 0 <br /> - 1 <br />
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