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Daily Hornet day 3: Nice and naughty bugs
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October 13, 2025 at 10:58 PM
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Parts 5-6/6 — EFTA02444536.jpg
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PSI .98 -10T -98 1,1 -98 -131 .94 106 -94 -IZ9 .94 -124 .90 .% -90 '112 -90 112 .84 .89 -84 .400 -841 '100 NOME DOUBLE SILOS uWFR ALE KM ENDS mess NOTED OTHERWISE MO CARRY STUDS 00t01 TO FOLAWATION. WELDING £LECTRCCES: AwS 01.1. CLASS (99. LOW NOROGEN. S. CONCRETE SEE SCHEELE( ON DRAWING. 6. MASONRY SEE 504EDULE ON DRAWING. C. Kraal WIRE FABRIC SHALL BE SPLICED WITH A MINIMA LAP OF 12 INCHES. 5. NINTPAN CLEARANCE BETWEEN REINFORCING MO FACE OF CONCRETE SHALL HE AS FOLLOWS NACOS SNOW OTTEPTITSEP a. O. C. 0 e. T It. FOR SIZE MO LOCATION OF ROOF. FLOOR AO WALL OPENINGS. SEE ARONTECTURAL. IECHN/ICAL MO ELECTRIC* MOW FRAN( ALL FOR Siva OF OPENING WITH ACEOUATE TENCEPS MO CONVECTORS. DESIGN LCAGG per ASEE7-0S vortical Deign Lon: floor Is. Load = MOO Roof U.4. Load • 30 per (AM boots) bm SEL'20.0 CONCRETE Walt CANOE /CAST MANZI WILT E 3' CONCRETE BELOW GRADE IFOMEIN • 2' CONCRETE WAILS EXPOSED TO WEATHER • T-1/2" CONCRETE WALLS. INTERIOR WALLS • 314' CONCRETE SLAB ISTRuCTUR*) • 3/4* CONCRETE BEAMS •SeC Ca4Ptis5 6. SR ICES IN COLONS ANO BEANS SHALL OCCUR Oft E MERE DETAILED. SPLICES IN CONTIMATLIS GRADE BEAMS SHILL OCCUR AT I/3 SPAY. CONTACT STRUCTURAL ENGINEER IF CLARIFICATION IS HEELED. 7. SR ICES IN HORIZONTAL WALL REINFORCE/ENT SHALL BE STERGOE0 3*-0' NINIAto4 FROM SLICE CENTERLINE. WV( WILLS HAVE TWO LAIERS OF ITEPRORCING. SPLICES SHALL NOT OCCLIR 11/ THE SUE LOCATION. 8. ALL REPROREING WALL a ACCURATELY REAM AD ATEOLIATELr SWOTTED BEFORE CONCRETE IS HK£D MD SHALL ETE MCLR£D AGAINST DISAACENENT MINN PERMITTED TOLERANCE. ['ENTREE FOR REBA SHALL BE SOW/ (N DETAIL OR CALLED IN NOTES. TOLERATE SHALL BE AS PER El 378. D. PROOCE SLEEVES FOR PLOWING AV ELECTRICAL OPENINGS IN THE CONCRETE AEI. RS BEFORE PLACING CONCRETE. DO NOT Cur ANY REINFORCING !NEN NAY CONFLICT. CORING IN CONCRETE IS NOT Tamil TED EXCEPT *NET* SvOwN ON DRAWINGS DR APPROTO3 Br THE STRUCTURE ENGINEER. G. STRUCTURAL STEEL' T. ALL AWN IN COFORMANC£ WITH THE NAVAL OF STEEL LOWIRUCTION RN EDITION BY THE ANPICAN MIME OF STEEL awsracriosi I4501. P. MURIA: ALL STEEL HEWERS TO BC AVM 4992. HINMAN YEW STRESS Of SO PSI LACESS OTHERWISE NOTED. REVISIONS 3. CONNECTIONS , BOLTS To LE AVM A925 SC CLASS 'A' BOLTS MESS OTHERTilsE NOTED. ALL PROYISIOM OF TIE AMERICAN WELDING SOCIETY STRUCTURAL HEWING CODE - STEEL TAWS Dr. N/ NFL TO RORK. USE Ergo ETECTROCES FOR WELDING. A. CONTRACTOR TO Stesill SHOP DRAWINGS TO ENGINEER FOR PE YEN M0 LIMITED ACCEPTANCE FRIO JO MY FABRICATION OR ERECTION. 5. ALL BASE PLATES TO HAVE A ATINIMAT OF 1.7/2 NOT OF NON.SINITE PORT COMPLETELT INSTALLED. 6. CONTITEOLE INSPECTION REWIRED FOR ALL STEEL 1O N. INSPECTION Br WHO/NO INSPECTOR REOvIRED FOR RACETENT OF STEEL. GRAMMY: O.C. CHECICED BE cisOCH SCALE NOT TO SOLE DATE: JOB NO. SHEET: 200821 G1.01 EFTA_R1_01521442 EFTA02444536
April 9, 2026 at 7:19 PM