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A <br />A.9 <br />B.2 <br />C <br />D <br />E <br />E.2 <br />F <br />G <br />A 2 3 4 5 <br />A <br />A.9 <br />B.2 <br />C <br />D <br />E <br />E.2 <br />F <br />G <br />A 2 3 4 5 <br />1 PARTIAL FOUNDATION PLAN <br />1/16" = 1'-0"2 SECOND FLOOR FRAMING PLAN <br />1/16" = 1'-0" <br />(E) W30x108 <br />(E) W30x108 <br />(E) W30x108 <br />(E <br />) <br /> <br />W <br />3 <br />3 <br />x <br />2 <br />4 <br />1 <br />(E <br />) <br /> <br />W <br />3 <br />0 <br />x <br />(E <br />) <br /> <br />C <br />1 <br />5 <br />x <br />(E <br />) <br /> <br />W <br />1 <br />6 <br />x <br />(E <br />) <br /> <br />W <br />1 <br />6 <br />x <br />(E) <br />W14x <br />(E <br />) <br /> <br />W <br />3 <br />0 <br />x <br />(E) <br />W14x <br />(E <br />) <br /> <br />W <br />1 <br />6 <br />x <br />1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. <br />2.SEE SHEETS S4.0 FOR CONCRETE DETAILS AND SECTIONS. <br />3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. <br />4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. <br />FOUNDATION PLAN NOTES & KEY: <br />5. <br />INDICATES EDGE OF (E) FOOTING/GRADE BEAM, V.I.F.6. <br />INDICATES (E) Wx COLUMN, V.I.F.8. <br />INDICATES (E) HSS COLUMN, V.I.F.9. <br />INDICATES (E) CONCRETE S.O.G., V.I.F. <br />INDICATES EDGE OF FOOTING7. <br />INDICATES DEPRESSION IN CONCRETE10. <br />1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. <br />2.SEE SHEET S7.0 FOR WOOD FRAMING DETAILS AND SECTIONS. <br />3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. <br />4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. <br />SECOND FLOOR FRAMING PLAN NOTES & KEY: <br />5. <br />INDICATES (E) 18" TJI/60C @ 16" O.C., V.I.F.6. <br />INDICATES (E) Wx COLUMN, V.I.F.8. <br />INDICATES (E) HSS COLUMN, V.I.F.9. <br />INDICATES (E) 3/4" PLYWOOD W/ 1 1/2" ELASTIZELL TOPPING, V.I.F. <br />INDICATES (E) STEEL BEAM W/ SIZE PER PLAN, V.I.F.7. <br />INDICATES WOOD BEAM W/ SIZE PER PLAN10. <br />5 <br />1 <br />4" <br />x <br />1 <br />8 <br /> <br />L <br />V <br />L <br /> <br />B <br />E <br />A <br />M <br />5 <br />1 <br />4" <br />x <br />1 <br />8 <br /> <br />L <br />V <br />L <br /> <br />B <br />E <br />A <br />M <br />1 <br />S7.0 <br />7 <br />S7.0 <br />3 1 2" x18 LVL BEAM <br />12.USE SIMPSON 'MIU1.81/18' HANGERS FOR ALL JOIST-TO-BEAM CONNECTIONS. <br />13.USE SIMPSON 'HU' HANGERS FOR ALL BEAM-TO-BEAM CONNECTIONS, TYP U.O.N. <br />FILL ALL HOLES. <br />14.CONTACT THE STRUCTURAL ENGINEER PRIOR TO DRILLING ANY HOLES IN (E) TJIs. <br />15.SEE 10/S7.0 FOR BLOCKING AT LIFT BRACE LOCATION, TYP OF (2). COORDINATE <br />EXACT LOCATION OF BLOCKING WITH LIFT MANUFACTURER PRIOR TO DELIVERY <br />OF EQUIPMENT. <br />1 <br />TYP <br />6 <br />S4.0 <br />TYP <br />2 <br />2 <br />INDICATES 4x POST ABOVE, SEE 1/S2.1 FOR SIZE & 4/S7.0 FOR BASE CONN11.2 <br />N <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND <br />UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED <br />WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. <br />PROJECT NO.CHECKED BY <br />SHEET NO. <br />SCALE @ ARCH E1 <br />SHEET NAME <br />CLIENT NAME <br />ARCHITECT'S STAMP <br />PROJECT TEAM <br />KEY PLAN <br />As indicated24026.3 <br />sna1610ph4 - PHASE 4 <br />1610 E ST ANDREW PL, SUITE 240 <br />SANTA ANA, CA 92705 <br />COLLECTORS <br />Δ DATE REASON FOR ISSUE BY <br />2026-0131 PLAN CHECK <br />ISSUE RECORD <br />3852 W. 157th Street <br />Lawndale, CA 90260 <br />PHONE: 562-673-0056 <br />www.ardmorestructural.com <br />101 N. Pacific Coast Hwy, Suite 301 <br />El Segundo, CA 90245 <br />1300 Dove Street, Suite 160 <br />Newport Beach, CA 92660 <br />BM <br />2026-0318 PLAN CHECK RESPONSE BM1 <br />2026-0415 PLAN CHECK RESPONSE BM2 <br />PARTIAL FOUNDATION & <br />SECOND FLOOR FRAMING <br />PLANS <br />S2.0 <br />YourSpreadsheets <br />Address line 1 and line 2 <br />Telephone line 1 and Fax <br />A GROUND BEAM GB2 REVISED.D <br />B <br />REMOVED GB32. ADDED NEW <br />REINFORCEMENT TO GB4 AND <br />GB12. ADDED NEW GB48. <br />D <br />C NEW LINKS ADDED TO GB23.D