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GENERAL NOTES: CONCRETE CONT'D: FOUNDATIONS:
<br /> 1. DESIGN IS BASED ON THE JNTERNATIONAL BUILDING CODE, IBC 2012 AND THE �• FOUNDATION DESIGN IS BASED ON WFORMATION AND RECOMMENDATIONS
<br /> 7. REINFORCING LAP SPLICE TABLE: PROVIDED IN THE GEOTECHNICAL REPORT PREPARED BY GEOTECHNICAL ENGINEERING
<br /> STATE OF WASHINGTON AMENDMENTS. TOP BARS ARE HORIZONTAL REINF4RCEMENT PLACED SO THAT MORE THAN 12"OF SERVICES, DATED OCTOBER, 8 2015. SHALLOW FOUNDATIONS ARE DESIGNED F4R A
<br /> 2. ALL MATERIALS AND WORKMANSHIP SHALL C4MPLY WITH PROJECT DRAWINGS AND FRESH CONCRETE IS CAST BELOW THE BAR. MAXIMUM ALLOWABLE SOIL BEARING CAPACITY OF 4000 PSF.
<br /> SPECIFICATIONS.
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONNECTIONS, EMBED PLATE LAP SPLICE LENGTH 4000 PSI CONCRETE NORMAL WEIGHT 2. SUB-GRADE FOR ALL FOUNDATIONS SHALL BE PREPARED AND
<br /> AND ANCHOR BOLT LOCATIONS FROM EQUIPMENT MANUFACTURER'S APPROVED � �- COMPACTED IN ACCORDANCE WITH REC4MMENDATIONS STATED IN THE
<br /> DRAWINGS AND STEEL FABRICATOR'S ANCHOR BOLT AND EMBED PLATE SETTING LEAST CONCRETE BAR SIZES (#} GE4TECHNICAL REPORT REFERENCED ABOVE.
<br /> PLANS, WHICH HAVE BEEN APPR4VED BY THE ARCHITECT/ENGINEER. COVER AT BAR 3 4 5 6 7 8 9 10 11 3. EXCAVATION FOR FOUNDATIONS SHOWN ON DRAWWGS SHALL NpT BE LARGER
<br /> 4. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH THAN THE INDICATED FQUNDATION SIZE BY MORE THAN 3"EACH DIRECTION
<br /> ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND CIVIL DRAWINGS TO
<br /> 3° 15° 20" 24" 29" 42" 48" 55" 65" 80"
<br /> LOCATE RECESSED SLABS, SLOPES, DRAINS, EAGLES, BOLT SETfINGS, GRADES, ETC. � 2° 15° 20° 24° 29" 46" 61° 77° 97" 12Q° 4. MODULUS OF SUBGRADE REACTION =700 PCI
<br /> ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTiON OF THE � 1 1/2" 15" 20" 25" 36" 62" 81" 102° 130" 160°
<br /> ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. o AD H E I E �
<br /> 5. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE ~' 3/4° 18" 32" 50" 73" 1Q6" 121" 136" 153" 170" S U ANCHORS.
<br /> INTERACTION OF VARIDUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING,
<br /> SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE 1. F4R POST-INSTALLED ADHESIVE ANCHORS INTO CONCRETE, PRODUCTS SHALL HAVE
<br /> 3° 12° 15° 19" 23" 33" 37" 42" 50° 62° BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355.4 AND ICC-ES
<br /> WORK. AC308. PRE-APPROVED ADHESIVES WCLUDE:
<br /> 2° 12° 15" 19° 23" 36" 47" 59° 75" 92°
<br /> 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CQNDITIONS PRIOR TO � A. SIMPSON STRONG-TIE "SET XP" (ICC-ES ESR-2508)
<br /> 4RDERING ANY MATERIALS AND SHALL NOTIFY THE ARCHITECT/ENGINEER IF DIFFERENT � 1 1/2" 12° 15" 20° 28" 48" 62" 79" 100° 123°
<br /> o B. HILTI HIT-HY200 (ICC-ES ESR-31$7)
<br /> FROM WHAT IS SHOWN ON THE DRAWINGS. 3/4" 14° 25" 39" 56° $1" 93" 105" 118" 131"
<br /> 7. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS AND VISIT THE PROJECT SITE BEF�RE 2. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ABOVE
<br /> CONSTRUCTION BEGINS TO C4MPARE ALL EXISTING CONDITIONS WITH WHAT IS SHOWN ON MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD (EOR)
<br /> THESE DRAWINGS. IF THERE ARE CONDITIONS WHICH ARE DIFFERENT FR4M WHAT IS SHOWN, LAP SPLICE LENGTH (5000 PSI CONCRETE)-NORMAL WEIGHT FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS
<br /> THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED. LEAST CONCRETE BAR SIZES (#) HAVING A CODE REPORT RECOGNIZWG THE PR4DUCT FOR THE APPROPRIATE
<br /> APPLICATION. SUBSTITUTION REQUESTS SHALL fNCLUDE CALCULATIONS
<br /> 8. THE CONTRACT4R SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE COVER AT BAR 3 4 5 6 7 8 9 10 11 DEMONSTRATING THE SUBSTITUTION IS THE EQUIVALENT CAPABLE OF ACHIEVING
<br /> ARCHITECT/ENGINEER TO ENSURE THAT THE CONTRACTOR'S UNDERSTANDING OF THESE 3° 13" 18" 22" 26° 38" 43" 49° 58" 72" PERF4RMANCE VALUES OF THE PRE-APPROVED PRODUCTS.
<br /> DRAWINGS AND PLAN FOR THE W�RK IS IN ACC4RDANCE WITH THE DESIGN CNTENT AND TO �
<br /> CLARIFY ANY QUESTIONS THAT THE CONTRACTOR MAY HAVE. �
<br /> 2" 13° 1$" 22" 26" 42" 54" 69° 87° 107" 3. ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S
<br /> 00 1 1l2" 13" 18" 23" 33" 55" 72" 92" 116" 143" INSTRUCTIONS. THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR
<br /> 9. SECTIONS AND DETAILS ARE SHOWN T� INDICATE SPECIFIC CONDITIONS. WHERE SECTIONS ARE NOTED o PR4DUCT INSTALLATION TRAINING,
<br /> TO BE TYPICAL, THESE SECTIONS OR DETAILS SHALL APPLY TO OTHER SIMILAR LOCATIONS.ANY ~ 3/4" 17" 29" 45" 65" 95" 108" 122" 137" 152"
<br /> LOCATION IN QUESTION SHALL BE BROUGHT TO THE ATfENTtON OF THE STRUCTURAL ENGINEER. 4. MINIMUM EMBEDMENT FOR ADHESIVE ANCHORS SHALL BE AS FOLLOWS, UNO:
<br /> 1/2" DIA=41/2" 3l4"DIA=6 3/4°
<br /> 10. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, 3" 12" 14" 17" 20" 29" 33" 38" 45" 55" 5/8" DIA= 5 5/8" �" DIA=9"
<br /> TECHNIQUES, SEQUENCES, NOR PROCEDURES OF CONSTRUCTION SELECTED BY THE 2° 12° 14" 17° 2Q" 32" 42" 53" 67" 83°
<br /> C4NTRACTOR, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE �
<br /> CONTRACTOR. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE � 1 1/2" 12" 14" 18° 25" 43" 56" 71° 89° 11a° ,
<br /> CONTRACTOR TO PERFORM THE C4NSTRUCTION WORK IN ACCORDANCE WITH THESE DRAWINGS. � 3/4° 13" 22" 35" 50" 73" 83° 94° 105'" 117" D E B R I S M I T I GAT I 0 N.
<br /> 11. THE INTENT OF SITE VISITS ARE FOR THE STRUCTURAL ENGINEER TO BECOME FAMILIAR WITH THE 1. CONTRACTOR SHALL COORDINATE WITH OWNER FOR DEBRIS MITIGATION AND
<br /> QUALITY OF THE CONSTRUCTI4N AND TO DETERMINE IN GENERAL IF THE CONSTRUCTION IS g. IT IS PERMITTED TO SUBSTITUTE MECHANICAL SPLICES(MEETING THE REQUIREMENTS OF CLEAN-UP REQUIREMENTS FOR ALL CONSTRUCTION ACTIVITIES AFFECTiNG AREAS
<br /> PROCEEDWG IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. SECTI4N 12,6 IN ACI 318-11} F4R LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL WiTHIN THE EXISTING OPERATIONAL BUILDWG.
<br /> 12. ELEVATIONS: SPLICES SHALL DEVELOP 125% (MIN) OF THE YIELD STRENGTH OF THE REBAR IN TENSION
<br /> FINISHED GROUND FLOOR EL= 100'-0° OR COMPRESSION.
<br /> FINISHED GROUND FLOOR REF EL = 548'-0"N.G.V.D. {SEE CIVIL DWGS) 9. ALL REINFORCEMENT SHAIL BE BENT COLD. REINF�RCEMENT PARTIALLY EMBEDDED W
<br /> CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE STRUCTURAL ENGINEER
<br /> CON CRETE. OF RECORD. HOOKS SHALL BE ACI STANDARD HOOKS 1N ACCQRDANCE WITH ACf 318, CHAPTER 7.
<br /> 10. REINFORCING FQR CONTINUOUS F4UNDATIONS SHALL BE CONTINUOUS AT CORNERS AND
<br /> �• ALL CONCRETE WORK SHALL C�MPLY WITH PROVISIONS OF AC1318-11,ACI 315-05,AND ACI INTERSECTI4N5. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS. CORNER
<br /> 301-10,AND THE INTERNATIONAL BUILDING CODE BARS SHALL HAVE LAP LENGTHS EQUAL TO THE STRAIGHT BAR LAP LENGTHS ON BOTH ENDS
<br /> OF THE CORNER BARS.
<br /> 2, CONCRETE SHALL BE NORMAL WEIGHT CONCRETE.
<br /> � C4NCRETE STRENGTHS (AT 28 DAYS)SHALL BE AS F�LLOWS: 11. AT THE TIME CONCRETE IS PLACED, REINFORGEMENT SHALL BE FREE FROM MUD, OIL OR
<br /> OTHER NONMETALLIC COATINGS THAT DECREASE BOND.
<br /> TURN FIXTURE FOUNDATI4NS -------------------------- 5000 PSI
<br /> ALLOTHERCONCRETE ----------------------------- 5000PSI L�ADING CRITERIA.
<br /> 3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.
<br /> 4. CONCRETE PROTECTION FOR REINFORCING BARS: 1. GENERAL:
<br /> STRUCTURAL ELEMENT CLEAR COVER FOUNDATION DESIGN IS BASED ON TURN FIXTURE BASE REACTI4NS PROVIDED BY BQEING TOOLING
<br /> FOOTINGS, (CAST AGAINST& STRESS ENGINEERS IN A DRAWWG TITLED "BUILDING 40-23-PARTIAL PLAN-TURN FIXTURE FOOTPRINT",
<br /> PERMANENTLY EXPOSED TO EARTH) ---------------- 3 INCHES DWG N0.4�-23-1 STF.
<br /> FOOTINGS AND WALLS (CAST-IN-FQRMS 2. oEAo �oAos: N EW S H E�T AD D ED
<br /> PERMANENTLY EXPOSED TO EARTH) ----------------2 INCHES A. TOOL SELFWEIGHT
<br /> SLABS (IN CONTACT WITH EARTH) ------------------2 INCHES B. AIRCRAFT FUSELAGE
<br /> SLABS (EXPOSED TO WEATHER)-------------------1 1/2 INCHES 3. LIVE LOADS: O
<br /> SLABSABOVEGRADE ----------------------- 3/41NCHES A. NEGLECTED
<br /> PEDESTALS (TOTIES) -----------------------21NCHES
<br /> BEAMS TO STIRRUPS 4. SEISMIC LQADS:
<br /> ( ) -----------------------1 1/2 WCHES A. DESIGN PERASCE 7-10AND IBC2012.
<br /> COLUMNS ABOVE GRADE(TO TIES) -----------------1 1/21NCHES B. SEISMIC PARAMETERS:
<br /> 5. ALL REINFORCING STEEL SHALL BE PLACED WITHIN TOLERANCES SPECIFIED IN RISK CATEGORY ---------------------- II
<br /> SECTIONS 7.5.2.1 AND 7.5.3.31N AC1315-99 SITE CLASS ------------------------ C
<br /> SEISMIC DESIGN CATEGORY ---------------- D
<br /> 6. ALL REINFORCWG STEEL REBAR SHALL C�NFORM TO ASTM A615 GRADE 60. 0.2 SECOND MAPPED ACCELERATION,S 1.446
<br /> --------
<br /> 1.0 SECOND MAPPED ACCELERATION,S � ---------- Q.559
<br /> .02 SECOND DESIGN ACCELERATION,S os---------- 0.96
<br /> 1.Q SECOND DESIGN AGCELERATION,S p� ---------- 0.48
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<br /> Architects, Engineers, Constructors L. 1` 2�, �
<br /> 19020 33rd Ave W,Suite 530 Washington Oifice �F' 9F��S T E��`� ���
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> oF WASH, ACCEPTABILITY JKN 04 08 16 GENERAL NOTES / /
<br /> 0 ISSUE FOR CONSTRUCTION �FOUNDATION SYSTEM� JKN GGH 04�08�16 y,�P�� N�roy THIS DESIGN AND/OR CHECKED 1611 O 04 08 16
<br /> SPECIFICATION IS APPROVED GGH 04 08 16 SHEET
<br /> BOE,��� BRPHAR�H�TE�TS ; i rir�E�-�- _ 40-23 747 TURN FIXTURE RELOCATION FOUNDATION SYSTEM
<br /> ', eNciNeeRs iNc. , APPROVED BY DEPT. DATE TAL 04 08 16 'S 2 n 10 01
<br /> No.3�3� CHECKED
<br /> n BUILDING 40 423
<br /> ��'T o APPROVED � �og No.WO 15/2899-1001 COMP N0.
<br /> ��� P��
<br /> °qTF oF A�zN���� aPPRovE� STRUCTURAL MASTER EVERETf, Wq °wc No. 40-023-S2n-1001
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