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°u�s"b"Y.S: X3"^3.*i`"x'�v#_,a^J. 'S.r.+v�.�s..M.vrs .�.c:�'k3«[.Y,FXiu-..�'" 33.¢, . :'Y� 3�u'rtE'_x'� 2 .. ',sa-aA�� - L;3:..✓:zxa3'v,.a-=.J."&YGENERAL STRUCTURAL NOTES (GSN),
<br />CODES AND REFERENCES,
<br />REINFORCING STEEL FOR CONCRETE:
<br />2015 EDITION OF THE INTERNATIONAL BUILDING CODE AND SUPPLEMENTED WITH ASCE 7-10.
<br />USE ASTM A615, GRADE 60 (FY = 60 KSI), DEFORMED BARS FOR ALL BARS. ALL GRADE 60 REINFORCING
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF
<br />TO BE WELDED SHALL BE ASTM A706. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR
<br />CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER.
<br />ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS, U.N.O.:
<br />REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. ACI 316 SHALL APPLY. CLEAR CONCRETE
<br />COVERAGES AS FOLLOWS:
<br />TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O.
<br />MATERIAL CODE EDITION
<br />CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ' ' • . ' ' ' ' . ' • • ' . ' • ' ' . • 3"
<br />WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR
<br />CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND
<br />EXPOSED TO EARTH OR WEATHER
<br />SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
<br />COMMENTARY, ACI 316-11.
<br />#6 OR LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"
<br />CONCRETE REINFORCING 2004 ACI DETAILING MANUAL (ACI SP-66) INCLUDING ACI 315
<br />#5 AND SMALLER . • . ' . . ' . ' . ' ' • ' ' • . • . . . . ' . • • • ' ' • ' • ' . ' • 1 1/2"
<br />ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A
<br />AND ACI 315R.
<br />ALL OTHER PER A.C.I. 31&
<br />REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT.
<br />LCS;
<br />LAP SPLICES IN CONCRETE:
<br />SPECIAL STRUCTUML I SEMI a
<br />RISK CATEGORY = II
<br />LAP SPLICES, U.N.O., SHALL BE CLASS "B" TENSION LAP SPLICES PER ACI 316. STAGGER SPLICES A
<br />SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS
<br />MINIMUM OF (1) LAP LENGTH. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES.
<br />CONDUCTED BY THE BUILDING DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE
<br />GRAVITY:
<br />SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE AND CORROSION.
<br />OWNER OR THEIR AGENT FROM REQUESTING THE CITY INSPECTIONS REQUIRED BY IBC SECTION 110.3.
<br />SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE FOLLOWING:
<br />WEIGHT OF TANK = 6,750 LBS
<br />ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER
<br />WEIGHT OF CONTENTS = 229,000 LBS
<br />BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL
<br />1. CONCRETE:
<br />DETAIL. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS SHALL BE PER ACI
<br />A) DURING THE TAKING OF TEST SPECIMENS.
<br />WIND:
<br />SP-66. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90-DEGREE HOOKS, U.N.O.
<br />B) DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, U.N.O.
<br />SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
<br />C VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE (PERIODIC).
<br />WIND SPEED = 110 MPH, EXPOSURE C.
<br />D NO INSPECTION IS REQUIRED FOR SLABS ON GRADE.
<br />STRUCTURAL STEEL
<br />SEISMIC:
<br />2. REINFORCING STEEL (PERIODIC):
<br />ANCHOR RODS:
<br />A) DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL
<br />IMPORTANCE_ FACTOR le = 1.00
<br />INSPECTION NOTED ABOVE.
<br />LATITUDE = 47.163; LONGITUDE =—122.426
<br />ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, GALVANIZED, U.N.O.
<br />Ss = 1.297, S1 = 0.504, SEISMIC SITE CLASS = D
<br />3. EPDXY AND ADHESIVE ANCHORS:
<br />Sds = 0.665, Sd1 = 0.504, SEISMIC DESIGN CATEGORY = D
<br />ADHESIVE ANCHORS IN CONCRETE:
<br />A) DURING THE PLACEMENT OF ALL ANCHORS.
<br />ALL ADHESIVE ANCHORS SHALL HAVE CURRENT ICC APPROVAL_ FOR MATERIAL INTO WHICH INSTALLATION
<br />4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
<br />E ACI S®
<br />TAKES PLACE, SUCH AS HILTI HY200-R (ICC ESR-3167) AND SIMPSON AT—XP (IAPMO UES ER-263).
<br />A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE
<br />THREADED ROD SHALL BE GALVANIZED OR STAINLESS STEEL.
<br />APPROVED DESIGN DRAWINGS AND SPECIFICATIONS,
<br />FOUNDATION DESIGN BASED ON GEOTECHNICAL REPORT PROVIDED BY MIGIZI GROUP, PROJECT NUMBER
<br />B) PER IBC SECTION 1704,2.4: THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE
<br />P609--T16, DATED NOVEMBER 22, 2016. MAT FOUNDATION SHALL BEAR ON COMPACTED STRUCTURAL FILL AS
<br />GENERAL:
<br />BUILDING OFFICIAL AND TO THE ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE
<br />NOTED IN THE SOILS REPORT. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS REGARDING SUBGRADE
<br />ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED TO THE DESIGN AUTHORITY AND
<br />PREPARATION. DESIGN SOIL BEARING VALUE = 1,500 PSF.
<br />THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE
<br />THE BUILDING OFFICIAL. SUBMIT A FINAL REPORT AS REQUIRED.
<br />THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT
<br />C) UPON COMPLETION OF THE ASSIGNED WORK, THE ENGINEER SHALL COMPLETE AND SIGN THE
<br />CONCRETE:
<br />THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO
<br />APPROPRIATE FORMS CERTIFYING THAT, TO THE BEST OF THEIR KNOWLEDGE, THE WORK IS IN CONFORMANCE
<br />BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER
<br />WITH THE APPROVED PLANS, SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE.
<br />MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4,000 PSI
<br />SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR
<br />PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR
<br />FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT STRUCTURAL ENGINEER PRIOR
<br />ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN
<br />SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS.
<br />TO START OF CONSTRUCTION.
<br />PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS,
<br />ETC. MAXIMUM SLUMP IS 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER, IF PLASTICIZER IS USED, A HIGHER
<br />WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE
<br />FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. MAXIMUM WATER/CEMENT RATIO
<br />LATEST EDITION AND/OR ADDENDA, U.N.O.
<br />(W/C) SHALL BE 0.47 FOR SLABS, USE 1 1/2" MINUS COARSE AGGREGATE FOR CONCRETE 6" THICK AND
<br />GREATER. PROVIDE AIR ENTRAINMENT (5% ± 17.) IN CONCRETE EXPOSED TO FREEZE —THAW ACTION. ALL
<br />ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, PLUMBING AND ELECTRICAL WITH
<br />CONCRETE FLATWORK SHALL BE FIBER —REINFORCED.
<br />APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
<br />FLY ASH SHALL BE LIMITED TO 16% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR
<br />NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND
<br />OF 1.2 RELATIVE TO CEMENT REPLACED.
<br />TYPICAL DETAILS, WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON
<br />THE PROJECT.
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