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9596 7TH AVE SE 2024 Plans 2025-09-16
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9596 7TH AVE SE 2024 Plans 2025-09-16
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Last modified
9/16/2025 11:47:18 AM
Creation date
9/16/2025 11:45:39 AM
Metadata
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Template:
Address Document
Street Name
7TH AVE SE
Street Number
9596
Permit
B2402-070
Year
2024
Notes
NEW SINGLE FAMILY HOME-RB2306-005 LENNON-CHELSEA HEIGHTS 34
Address Document Type
Plans
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i <br /> --ADJUST STUDREQUIRED FRANIIPI'.3 `\ (2)2z STUD-NAIL SHEATHING r(2)2x STUD-NAIL SHEATHING <br /> AS REQUIRED <br /> TO EACH MEMBER wl HALF OF x TO EACH MEMBER W HALF OF <br /> -."-I -/ ---- -- ATOP REINF.PER SHEATHING NAILS / SHEATHING NAILS <br /> 1 1r PLAN <br /> !� II II W <br /> CONT.TOP PLATE PER 18/SO6 STRAP HOLD DUWN PER PLAN � (" <br /> i STRAP HOLD DOWN PER PLAN - r <br /> ' APPLIED OVER SHEATHING APPLIED ER SHEATHING <br /> -MUDSILL PER PLAN Div U T. <br /> l ANCHOR BOLTS PER 1/SO6 ANCHOR BOLTS PER 1/SU6 <br /> a _ - I I` w <br /> - - d ml STEM WALL PER STEM WALL PER'NO NAILS J <br /> ", d II el., SOTTOM2 :: FOUNDATION PLAN .. Fi FOPLAN 0- <br /> PANEL EDGE HOLES' .. m C <br /> c _____ . ° j NAILING - <br /> - — a) <br /> \ 24 24 <br /> VENT OPENING _ 2'£" °I <br /> `-LOCATE VENTS BEI'WL - - HLL.cN - 9°ID'- ° PANEL EDGE <br /> .'ADD'L VERT.REINF. ° ° r/J <br /> i <br /> ` ° NAILING <br /> JOISTS&1'-0"MIN.FRO, � ° FULL HEIGHT I <br /> 0 HOLDOWNS 8 POINT I/ W d d (HALF EA.STUD) 1y2' 1jz' C' <br /> ` C d <br /> __ HEADER PER PLAN �- <br /> "`FOOTINGSANUSfEN1--' (EXTEND TO C]'-N <br /> ,WALLS PER PLAN ° 7 1g PLAN 1 / 16MIN.) ° -(2)2xADD'L STUD (2)2xSTUD-NAILSHEATHINGi-0"MIN. D TO EACH MEMBER wl HALF OF <br /> HOLD DOWN(APPLY OVER SHEATHINi(NAILSSTRAP HOLD DUWN PER PLAN-. PER PLAN APPLIED OVER SHEATHINGPOSI PER PLAN -- 2x STUD WALL PER PLAN P.T,2x6 MUD SOLID BLOCKING 11 <br /> bt"k(2)2x8 PT MUDSILL (.Ny:.00 SLAB-ON-GRADE ALL-THREAD W/PLATE WASHERSPER 1/S06AND2 c"tPER PLAN SIMPSON SETEPDXY EMBEDEMWAL _I <br /> ._/, •' I., D D 1Y TMQ�6"oc, (NO SPECIAL INSPECTION REO'D) --' <br /> _ ORMAL FOOTING e W <br /> _. <br /> '� -- -- - REINFORCING 11 1 1 Z <br /> ADD'L BARS TO - N4®16"oc.VERT IV2 r L.JV O <br /> MATCH NORMAL FOOTING PER 1/S07 - (HOOKAROUND <br /> REINFORCING FTG.REINF) <br /> \ S \ <br /> /STEM WALL PER <br /> �_� <br /> �-L STEM WALL AND FOOTING <br /> PER IIS07 x'( FOUNDATION PLAN <br /> y INE OF EXCAVATION <br /> ANCHOR BOLTS PER 1/SOB Z <br /> STEP IN FOOTING 13 12 11 O Z w <br /> 14 0 <br /> —SHEATHING PER I/S06 ZU <br /> SHEATHING PER IIS06 UTAPHIRAGM BOUNDAR•! - <br /> UJ <br /> DIAPHRAGM BOUNDARY NAILING NAILING <br /> , / 2x STUD WALL PER PLAN <br /> PROVIDE SQUASH BLK'G <br /> PT 2x8 MUDSILL RIPPED TO 2x STUD WALL PER PLAN UNDER POSTS AND STUDS ABOVE(MATCH U PROVIDE SQUASH BLK'G--- <br /> ( UNDER POSTS AND BUIL7 UP 12d fi"oc <br /> MATCH STEMWALL WIDTH W/ ABOVE) ° / - — <br /> A.B.'SAND PLATE WASHERS STUDS ABOVE(MATCH 512E <br /> I PER 1/SOB FACENAIL PER t/SO6 ABOVE) <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> 4,i... SHEATHING PER PLAN-,, NAILS @4"oc� SHEATHING PER PLAN� \ <br /> II / \/SPLICE SHEATHING Lu <br /> Lu <br /> PANEL EDGE NAILING !/ /'/) w <br /> JOISTS PER PLAN 1 iI SHEAR WALL EDGE NAILING {°/ 0 <br /> JOISTS PER PLAN UNBALANCED FILL JOISTS PER PLAN) i� <br /> 2,BLOCKING�46"UC -� J } <br /> J8210A HANGERS— -� <br /> (NOT REQUIRED IF � <br /> UNBALANCED FILL<V-0") 2x RIM BOARD Q <br /> STEM WALL 8 FOOTING � U <br /> (2)LAYERS BUILDING PAPER PER VS07 \ <br /> BETWEEN JOISTS&STEM WALL " UNBALANCED `-STEM WALL AND FOOTING W Z <br /> FILL <br /> PER t/S07 Q <br /> .III. I <br /> SEE 6/S07 U <br /> LIED <br /> OR CALL-OUTS ^ 0 <br /> �� (] IN COMMON 7 y� co <br /> -' - rBEARING WALL MUDSILL ANCHORS \ <br /> SP Il:ol <br /> (WHERE OCCURS) PER 1/SO6 <br /> f <br /> -_1 <br /> BEAHIPI 411I : _,I,. <br /> I. ALT.MUDSILL ANCHOR2%STUD WALL PER PLAN SHEATHING PER 1/S11 <br /> 2. P.T.PLATE J <br /> 6 g <br /> w/A.B.'.AND PLATE <br /> WASHERS PER'1/S06 <br /> 4'-0"MAX Ip <br /> PLAN .,! -0 MUDSILL PER 1/S07 94,TOP(LOCATE IN TOP UNBALANCED <br /> SIZE REINF"k. PANEL EDGE NAILING 12.OFS FILL H <br /> CALLOUT POST PER PLAN TEMWALL) I, - <br /> ,.__..,. (2)LAYERS BLDG PAPER OTWN pER ARCH'L�DE DRIVEWAY PER ARCH'L SLAG-ON-GRADE— u4 36"ac,VER i.HOOKED BAR <br /> \J POST AND CONC. - PER PLAN - <br /> x ^NU EAI - 1p, <br /> N 18'x 12 Ih cic - <br /> u -- p4 @ 24"ac,HORIZ.— <br /> 19 <br /> 130 3(1'>9 12 m-ax ( BOTTO r,.'.. FOOTING +=`I...._ 11 O —J 31#4 CA <br /> V BU TTf, 'il \ - W <br /> 171a4,BOTTOM----- �` � <br /> 1:'lhlch (4) EA. PER PLAN COMPACT STRUCTURAL ILL K <br /> I 42 12"s '11"thlcx REINF.PER 1/S07 I�' o". 4y"TYP. <br /> q <br /> BO fTl,Iv I `STEM WALL AND POUTING 41� <br /> PER 1/S07 <br /> S07 <br /> I <br /> III 4 3 2 1 <br />
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