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3207 COLBY AVE 103 2019 Plans 2022-11-28
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3207 COLBY AVE 103 2019 Plans 2022-11-28
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Last modified
11/28/2022 7:56:31 AM
Creation date
8/18/2021 8:39:15 AM
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Template:
Address Document
Street Name
COLBY AVE
Street Number
3207
Unit
103
Permit
B1911-027
Year
2019
Notes
TI-REMODEL IN (1) UNIT WITH STRUCTURAL MODIFICATION
Address Document Type
Plans
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CONTRACTOR TO NOTIFY ENGINEER <br />IF EXISTING CONDITIONS DIFFER <br />FROM THIS DETAIL OR IF EXISTING <br />HOLD DOWNS ARE FOUND. AN <br />EXISTING HOLD DOWN MAY RESULT <br />IN THIS DETAIL BECOMING OBSOLETE <br />A 1 <br />S2.1 <br />(E) POST PER PLAN <br />HOLD DOWN PER PLAN Wl %"0 <br />ALL -THREAD w/ SET-XP EPDXY <br />(SPECIAL INSPECTION REQUIRED) <br />REPLACE SHTG AFTER HOLD <br />o DOWN INSTALLATION. INSTALL <br />FLAT 2x4 BLOCKING BEHIND <br />UNFRAMED PANEL EDGES. <br />d.. o <br />J__ <br />_ W <br />�m <br />v �. W 4 <br />® d <br />a <br />4 - o <br />4 <br />p. <br />4. �.4 <br />e <br />a � 6 � 4 <br />a <br />a <br />4. m 4 a <br />v e <br />a <br />EXISTING 8" CONC. STEM WALL. <br />(EXISTING 8" CONCRETE BEAM <br />WHERE OCCURS) <br />FLOOR FRAMING PLAN NOTES: <br />1. Existing Floor Joists shall be as indicated on plan. <br />WALL FRAMING PLAN NOTES: <br />2. All New Stud Walls shall be (2)2x4 Studs @ 16" oc, u.o.n. <br />New Structural walls shall be sheathed according to the following requirements: �/j6" osb or 1 3Z' plywood sheathing or siding <br />except group 5 species. minimum panel span rating of (24/0). panels shall not be less than 4'x8', except at boundaries and <br />changes in framing. all edges of all panels shall be supported by and fastened to framing members or blocking. Fasten Sheathing <br />to Framing with 0.131"0 x 2 2" Nails as follows: <br />Framing, Edges <br />2"oc <br />Framing, Field <br />12"oc <br />Boundaries, Blocking <br />2"oc <br />3. Headers shall be 4x8, u.o.n. Provide (2) 2X trimmer & (1) king stud @ ea end of new headers. <br />4. Built-up Stud Groups in Walls supporting Beams, above shall be (2) Studs, u.o.n. See General Structural Notes for fastening <br />requirements. <br />LEGEND <br />xX DETAIL CALL -OUT <br />Sx.x <br />NEW STRUCTURAL WALL BELOW PER PLAN NOTE 1 <br />EXISTING BEARING OR SHEAR WALL BELOW <br />WALL BELOW TO BE REMOVED <br />POST BELOW <br />O 1 2 4ow pmmmmw <br />8 <br />7 4V <br />0 <br />C) <br />0 <br />o- <br />.3 <br />U <br />� <br />cn <br />N <br />0 <br />ri <br />Q <br />U <br />� <br />� <br />o <br />M <br />ENGINEERING P.S. <br />19011 Woodinville Snohomish Road NE, Suite 100 <br />WOODINVILLE, WA 98072-4436 <br />PHONE:425-814-8448 FAN:425-821.-2120 <br />PROJECT NUMBER: <br />PROJECT MANAGER: <br />BTL <br />DRAWN BY: <br />BDS <br />DATE: <br />11-14-19 <br />REVISIONS <br />FIRST FLOOR WALL/ <br />SECOND FLOOR <br />FRAMING PLAN <br />S2.1 <br />
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