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10611 EVERGREEN WAY 2017 KLEIN HONDA Plans 2022-10-27
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10611 EVERGREEN WAY 2017 KLEIN HONDA Plans 2022-10-27
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Last modified
10/27/2022 9:40:03 AM
Creation date
10/24/2022 11:28:44 AM
Metadata
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Address Document
Street Name
EVERGREEN WAY
Street Number
10611
Tenant Name
KLEIN HONDA
Permit
B1711-029
Year
2017
Notes
ADDITION TO SHOWROOM AND SERVICE
Address Document Type
Plans
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A <br />241-oll <br />2q]-0ll <br />I'll-011 <br />541p0ll <br />201-0ll <br />12'®o,l <br />b" CMU WALL <br />i <br />I 4(_0�� <br />l <br />FRAMING PER N-21 TYP <br />—AT CWAMnAld <br />o3 MAIN FLOOR FOUNDATION PLAN <br />FOUWATION <br />I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLAN5 <br />ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED <br />BY THE CONTRACTOR WITH THE ARrHITECTURAL, ME( HANI(AL, <br />ELECTRICAL, ,AND MANUFA6TURER'5 PRANIN65 DEFO a <br />CONSTRUCTION E359IN5. ANY 015CREPANCIE5 SHALL BE BROUGHT <br />TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY, <br />2. ALL EXISTING INFORMATION 15 A55UMED AND SMALL BE FIELD VERIFIED. <br />ANY D156REPANCIE5 5HALL BE BROUGHT TO THE ATTENTION OF THE <br />ARCHITECT AND ENGINEER IMMEDIATELY. <br />5. PROJECT TOP OF 5LAB (T.O.5.) ELEVATION 15 0'-0". 5EE ARCHITECTURAL <br />DRAWINGS FOR A55OLUTE T.O.S. ELEVATION. TYPICAL TOP OF INTERIOR <br />FOOTING ELEVATION � 4-0" U.O.N. TYPICAL TOP OF EXTERIOR FOOTING <br />ELEVATION5 = -I'-0" U.O.N. <br />4. FOR STRUCTURAL GENERAL NOTES AND AE313REVIATION5 5EE <br />5HEET5 51.0 TO 51.2. <br />5. FOR TYPICAL CONCRETE FOUNDATION DETAILS 5EE 5HEET5 <br />55.0 TO 55.1. <br />6. REINFORCE CONCRETE AND GMU WALLS PER THE GENERAL NOTE5 ON 51 J <br />U.O.N. ON PLANS OR DETAILS. <br />1. SLAB -ON -GRADE SHALL BE 4" THICK CONCRETE REINFORCED WITH <br />#4 @ 16" O.G. EA(H WAY, U.O.N. 5EE ARCHITECTURAL DRAWINGS FOR <br />ADDITIONAL INFORMATION REGARDING SUBm6RADE M015TURE <br />BARRIER AND ELEVATIONS, ETC. <br />,5. FOR 5LAB-ON-6RADE JOINTS, 5EE DETAIL 5/55.0. <br />q. FOR SLAB 5TEP5, 5LOPE5 AND FLOOR DRAINS 5EE <br />ARCHITECTURAL DRAWINGS. FOR STEP IN 5LAB SEE DETAIL 4/55.1. <br />10. NHERE (N) CONCRETE 15 CA5T AGAINST (E) CONCRETE FOUNDATIONS, <br />DRILL AND EPDXY #4 DOWEL x 5-0" LON6 TO LAP w/ (N) FOOTING <br />LON61 TUD I NAL REINFORCING (5" MINIMUM EMBEDMENT). <br />WHERE (N) CMU 15 INSTALLED AGAINST (E) CMU, DRILL, AND EPDXY <br />4 DOWELS @ 8" O.C. VERTICALLY (5" MINIMUM EMBEDMENT). <br />— I ND i CATES FOOTING <br />I ND 1 CATE5 CONCRETE MA50NRY <br />UNIT NALL ABOVE <br />ABOVE PER ARCH. <br />�F* <br />INDICATES 5TEEL BRACED FRAME <br />ELEVATION PER 5HEET 55.2 <br />G� <br />INDICATES GRADE BEAM PER 6/55.5 <br />INDICATE5 CMU 5HF_AR WALL <br />/REINFORCING <br />PER a/54.0 <br />LI T <br />MARK <br />TYPE <br />51 ZE 4 5PA61 N6 <br />W-I <br />WALL <br />6005250-4 ® 16" O.C. <br />W®2 <br />WALL <br />b005250-54 @ 16" O.C. <br />0-1 <br />COLUMN <br />(2) b005250-54 ® 16" O.C. <br />BOXED PER b156.0 <br />REVIEWED FOR PERMIT I <br />0 <br />z <br />0 <br />0 <br />LL <br />< <br />00 <br />a) <br />0 > r <br />z <br />
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