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9532 7TH AVE SE 2024 Plans 2025-09-16
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9532 7TH AVE SE 2024 Plans 2025-09-16
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Last modified
9/16/2025 9:14:17 AM
Creation date
9/16/2025 9:12:26 AM
Metadata
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Template:
Address Document
Street Name
7TH AVE SE
Street Number
9532
Permit
B2403-077
Year
2024
Notes
NEW SINGLE FAMILY HOME-RB2306-001 THELON-CHELSEA HEIGHTS 10
Address Document Type
Plans
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/ -AS REQUIRED FRAMING <br /> AS REQUIRED (2)2x STUD-NAIL SHEATHING - -(2)2x STUD-NAIL SHEATHING <br /> "-'-'-- -- x ------ - ""- TOP REINF.PER 7TO EACH MEMBER w/HALF OF TO EACH MEMBER w1 HALF OF <br /> PLAN SHEATHINGNAILS / SHEATHING NAILS <br /> W s <br /> CONT.TOP PLATE PER 18/SO6 <br /> STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN <br /> i <br /> - APPLIED OVER SHEATHING APPLIED OVER SHEATHING <br /> MUOSILL PER PLAN- C I n ¢? <br /> ANCHOR BOLTS PER 1/806 ANCHOR BOLTS PER 1/S06 UV r <br /> ------------ <br /> m = I� <br /> d I 'NO NAILS STEM WALL PER I STEM WALL PER ,UQ w-' <br /> _'1 --� I-_ ' _ Ji•i BOTTOM 2 FOUNDATION PLAN FOUNDATION PLAN n, T= <br /> NAILING UGE _______ irl _______ LO <br /> HOLES' <br /> ln <br /> \\\\\\\\ 24 24 -_J ° 18 to-,e y�°'. <br /> 44x <br /> @ VENT OPENING B(JHhU <br /> LOCATEVENTS BETWEEN-. <br /> PER PLAN <br /> .'ADD'L VERT.REINF. NAILING <br /> JOISTS W 1'-0"MIN.FROM I I <br /> HOEDOWNS&POINT LOAL r a FULL HEIGHT <br /> t 1 d Q ° (HALF EA.STUD) 1Y2' - 1Y2 L' - <br /> ____ ° <br /> _ °I - <br /> . HEADER PER PLAN 1 � <br /> -`-F OOTINGS AND STEM' (EXTEND TO CORNER) <br /> it 1 <br /> WALLS PER PLAN <br /> U 19 PER PLAN 17 <br /> 1 <br /> ((2)2x MIN.) °° ° (2)2x /. <br /> ADD'L STUD ---------_-- — Fl-' _ <br /> :i-0"MIN. D g (2)2x STUD-NAIL SHEATHING <br /> HOLD DOWN PER PLAN TO EACH MEMBER WI HALF OF <br /> (APPLY OVER SHEATHING) a SHEATHING NAILS <br /> .. - , STRAP HOLDDOWN PER PLAN ( .WOF n„ry r/• <br /> POSI"PER PLAN------ ANCHOR BOLTS PER i/SO6 PER PLAN APPLIED OVER SHEATHING <br /> 2x STUD WALL PER PLAN <br /> III JLi:il. <br /> P.T.2x6 MUDSILL ONE SOLID BLOCKING - - ' I�c°w°��•^c� <br /> (2)2x6 PT MUDSILL <br /> ALL <br /> PEN <br /> PER IISOS All.2Y�' <br /> PER PLAN RAGE IIJ I IF LI�L III k`I'IN kE0 CD - _ T� B"STEMWALL UNO 0 #4 @ 16'oc, PER PLAN <br /> (IMOPS ENSnET ESPECTEO EMBED <br /> -12 - �1 -- <br /> NORMAL FOOTING M <br /> REINFORCING <br /> - 1Y'7vP. / ��I uI LL Z <br /> i- OD'LBARS #4O ifi"oc,VERT MATCH <br /> -- MATCH NORMAL FOOTING PER 1/507 (HOOK AROUND J4 T <br /> \\ REINFORCING IS.REINF.) II y <br /> y2 <br /> \ ��Si <br /> STEMWALLPER <br /> TINE OF EXCAVATIONFOUNDATION PLAN �/ Q <br /> PEP, -7 PERMS WALL AND FOOTING --- > <br /> ANCHOR BOLTS PER 1IS06 z W <br /> STEP IN FOOTING — O w <br /> 15 14 13 12 11 <br /> SHEATHING PER 1/S06 <br /> SHEATHING PER I/S06 _ /� <br /> DIAPHRAGM BOUNDARY <br /> DIAPHRAGM BOUNDARY NAILING --- <br /> PROVIDE SQUASH BLK'G NAILING \ 2.STUD WALL PER PLAN <br /> 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP \ <br /> PT 2x6 MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE PROVIDE SQUASH 8LK'G <br /> MATCH STEMWALL WIDTH W/ ggpyE) UNDER POSTS AND BUILT UP �-12d Q 6"oc <br /> A.S.'S AND PLATE WASHERS FACENAIL PER 1/SU6 STUDS ABOVE(MATCH SIZE / I................. <br /> PER VS06 ABOVE) <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> SHEATHING PER PLAN <br /> SHEATHING PER PLAN NAILS®4"oc <br /> I <br /> SPLICE SHEATHING Ld <br /> I N ; <br /> ,•�1 �I�(:.::"I I' PANEL EDGE NAILING <br /> LLI <br /> JI I:.,! .r, JOISTS PER PLAN JOISTS PER PLAN ii J J O <br /> ° ! �"-SHEAR WALL EDGE NAILING III 2x / <br /> _ -UNBALANCED FILL JOISTS PER PLAN <br /> JB210A HANGERS 2x BLOCKING @ 48"oc - <br /> RIM BOARD <br /> (NOT REQUIRED IF J } <br /> STEM WALL 8 FOOTING UNBALANCED FILL<V-0") Q ~ <br /> (2)LAYERS BUILDING PAPER PER 1/S07 1(- U <br /> bcI BETWEEN JOISTS B STEM WALL UNBALANCED �'STEM WALL AND FOOTING W Z <br /> FILL I PER 1/S07 O <br /> 0 f— <br /> L lu] SEE B/S07 V <br /> F�I1(,AEI n��i'.. 'i FOR CALL-OUTS <br /> 1 O N 1'I1n;MCl, O IN COMMON Q <br /> o <br /> 2.BLOCK,14, I BEARING WALL 2.6 P.T.PLATE W/ <br /> SPACES(EA PA,.. MUDSILL ANCHORS <br /> (WHERE OCCURS) <br /> BEARING WALL ALA PER 1/506 - ALT-MUDSILLANCHOR <br /> I ', 2x STUD WALL PER PLAN SHEATHING PER 1/SO6 <br /> r 2x6.P.T.PLATE Q <br /> W A.B.'s AND PLATE <br /> --- -'--" WASHERS PER I/500 k <br /> PLAN BEf,I..; i. '10 MUDSILL PER 1/807 UNBALANCED <br /> J PANEL EDGE NAILING W <br /> SIZE REINFORGIN 12"TOP(LOCATE IN TOP FILL <br /> CALLOUT I-.0 LI EIJCE � POST PER PLAN I � <br /> 12"OF STEMWALL) <br /> I L.. (2)LAYERS SLDG PAPER BTWN SLAB-ON-GRADE <br /> 16� 1e'sgx l2 ll'lick MEMdEk PER ARCH'L SLAB-ON-GRADE <br /> J NO REINF. POST AND CONC. DRIVEWAY PER ARCH'L PER PLAN #4 36"oc,VERT.HOOKED BAR <br /> __- -- <br /> I <br /> a <br /> (4� 4 sq x IX Thlck (2)#4 EA WAY MAU I 1 `I� 94 @ 24"oc,HORIZ.- <br /> - BOTTOM U.O.IJ ON - - ".- f <br /> _ CLIP FA ,t ry <br /> 10J 0'sq x'I."IIIICI< (3)#4 EH WAY _ MIN.CON <br /> - +I BOTTOM <br /> - --- FOOTING --, (1)#4,BOTTOM - <br /> (4)#4 tn-..WA'! 1 PER PLAN COMPACT STRUCTURAL - <br /> -� BOTTOM RE:. ° FILL <br /> J J I 42 A x 12'[heck REINF.PER tIS07 <br /> BOT10M <br /> `STEM WALL AND FOOTING <br /> ---I ,•-g" PER 1IS07 4%2 6" 4Y2'TYP. <br /> 3. S07 <br /> S 4 3 2 1 <br /> I <br />
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