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GENERAL NOTES: CONCRETE CONT'D: FOUNDATIONS: LRIP LOADING CRITERIA (CON'T):
<br /> 1. FOUNDATION DESIGN IS BASED ON INFORMATION AND RECOMMENDATIONS 3. DEFLECTIONS UNDER LIVE LOADS:
<br /> 1. DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE, IBC 2012 AND THE 7. REINFORCING LAP SPLICE TABLE: PROVIDED lN THE GEOTECHNICAL REPORT PREPARED BY LANDAU ASSOCIATES, A. UNDER THE LIVE LOADS FROM THE UPPER MACHINES AND TRANSPORT COLUMNS THE
<br /> STATE OF WASHINGTON AMENDMENTS. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12"OF DATED JULY 18 2014. SHALLOW FOUNDATIONS ARE DESIGNED FOR A MAXIMUM '
<br /> 2, ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND FRESH CONCRETE IS CAST BELOW THE BAR. ALLOWABLE SOIL BEARING CAPACITY OF 4000 PSF, PLINTH FLOOR PLATES CANNOT DEFLECT MORE THAN .0035" IN THE Z RELATIVE TO EACH
<br /> SPECIFICATIONS. OTHER (RISE AND FALL}. ADDITIONALLY, LINE "A" CANNOT DEFLECT MORE THAN .0004" IN Z
<br /> 3. THE C4NTRACTOR 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 FROM LINE "B" OVER ANY 12'-0" LENGTH IN X (TWISTING).
<br /> AND ANCHOR BOLT LOCATIONS FROM EQUIPMENT MANUFACTURER'S APPROVED � COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS STATED IN THE B. THE ROBOT LIVE LOAD IS APPLIED ANYWHERE BETWEEN THE ROBOT BEDS. UNDER THE
<br /> DRAWWGS AND STEEL FABRICATOR'S ANCHOR BOLT AND EMBED PLATE SETTING LEAST CONCRETE BAR SIZES (#) GEOTECHNICAL REPORT REFERENCED ABOVE. LIVE LOADS FROM THE LOWER ROBOTS, LINE "C° CANNOT DEFLECT MORE THAN .0005" IN Z
<br /> PLANS, WHICH HAVE BEEN APPROVED BY THE ARCHITECT/ENGINEER. COVER AT BAR 3 4 5 6 7 8 9 10 11 FROM LINE "D" OVER ANY 24'-0" LENGTH.
<br /> 4. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH 3. EXCAVATION FOR FOUNDATIONS SHOWN ON DRAWINGS SHALL NOT BE LARGER C. FDAJ STANCHIONS (FDAJ112W0000-9/-10). REDUCED REQUIREMENTS (HATCHED AREA
<br /> ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND CIVIL DRAWINGS TO 3" 15" 20" 24" 29" 42" 48" 55" 65" 80" THAN THE INDICATED FOUNDATION SIZE BY MORE THAN 3" EACH DIRECTION ONLY) NEAR THE GANTRY TRANSPORTER OF .0015" LINE A TO B DIFFERENTIAL. SEE SHEET
<br /> LOCATE RECESSED SLABS, SLOPES, DRAINS, EAGLES, BOLT SETTINGS, GRADES, ETC. Q 2" 15" 20" 24" 29" 46" 61" 77" 97" 120" S451.
<br /> ARCHITECTEENGWEER BEFORE PROC D DI�NG W TH THE WORK.THE o 1 1/2" 15" 20" 25" 36" 62" 81" 102" 130" 160�� AD H ES IVE AN C H ORS. 4. THE MAXIMUM LOAD ON A SINGLE WHEEL SHALL NOT EXCEED 16,000 POUNDS FOR GROUP
<br /> 5. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE ~ 3/4" 18" 32" 50" 73" 106" 121" 136" 153" 170" ACTION, WHEEL DISTRIBUTED LOAD ON THE FLOOR SLAB SHALL NOT EXCEED 500 POUNDS PER
<br /> INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, 1. FOR POST-INSTALLED ADHESIVE ANCHORS INTO CONCRETE, PRODUCTS SHALL HAVE SQUARE FOOT(PSF).
<br /> SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE BEEN TESTED AND QUALIFfED FOR USE IN ACCORQANCE WITH AC1355.4 AND ICC-ES 5, ALL LOADS ARE PROVIDED AT NET VALUES. NO FACTORS ARE INCLUDED. APPROPRIATE
<br /> 3" 12" 15" 19° 23" 33" 37" 42" 50" 62° AC308. PRE-APPROVED ADHESIVES INCLUDE:
<br /> WORK. SAFETY FACTORS SHOULD BE APPLIED DEPENDING ON CODE OR PERFORMANCE
<br /> 2° 12" 15" 19° 23" 36° 47° 59" 75" 92" A. SIMPSON STRONG-TIE "SET XP° (ICC-ES ESR-2508) REQUIREMENTS.
<br /> 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO � B. HILTI HIT-RE 500SD (ICC-ES ESR-2322)
<br /> ORDERING ANY MATERIALS AND SHALL NOTIFY THE ARCHITECT/ENGINEER IF DIFFERENT � 1 1/2" 12" 15" 20" 28" 48" 62" 79" 100" 123" 6. MACHINE DEFLECTION BUYOFF PROCEDURE: LASER TRACKER NESTS WILL BE PLACED AT THE
<br /> FROM WHAT IS SHOWN ON THE DRAWINGS. � 3/4 14 25 39 56 81 93 105 118 131 2• FOR POST-{NSTALLED ADHESIVE ANCHORS INTO MASONRY, PRODUCTS SHALL FLOOR SURFACE NEAR THE MACHINE BEDS AND PLINTHS. TNE MACHINES WILL BE DRIVEN IN X
<br /> �� �� �� �� �� �� �� �� �� �� HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58.
<br /> 7. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS AND VISiT THE PROJECT SITE BEFORE � PRE-APPROVED ADHESIVES INCLUDE: (ALL MASONRY CELLS TO RECEIVE AND THE VERTICAL DISPLACEMENT OF THE FLOOR WILL BE MEASURED. DIFFERENCES IN LEVEL
<br /> CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS WfTH WHAT IS SHOWN ON ANCHORS SHALL BE GROUTED SOLID) BETWEEN ONE SIDE OF THE PLINTH AND/OR BED SHALL BE COMPARED TO THE DEFLECTION
<br /> THESE DRAWINGS. IF THERE ARE CONDITIONS WHICN ARE DIFFERENT FROM WHAT IS SHOWN, LAP SPLICE LENGTH (5000 PSI CONCRETE) - NORMAL WEIGHT REQUIREMENT.
<br /> THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED. BAR SIZES (#) A. SIMPSON STRONG-TIE "SET" (ICC-ES ESR-1772)
<br /> LEAST CONCRETE B, HILTI HIT-HY 150 MAX(ICGES ESR-1917) 7. STANCHION DEFLECTION BUYOFF PROCEDURE: TBD
<br /> 8, THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE COVER AT BAR 3 4 5 6 7 8 9 10 11 C. HILTI HIT-RE 500SD g. SEISMIC AND ANCHOR PULL-OUT REQUIREMENTS (PRELIMINARY: TO BE SPECIFIED FOR EACH LOCATION)
<br /> ARCHITECT/ENGINEER TO ENSURE THAT THE CONTRACTOR'S UNDERSTANDING OF THESE 3" 13" 18" 22" 26" 38" 43" 49" 58" 72" 3• SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ABOVE A. 1.25"X 15" EPDXIED INT01.375" CORED HOLE: 25 K{P MINIMUM PULLOUT
<br /> DRAWINGS AND PLAN FOR THE WORK IS IN ACCORDANCE WITH THE DESIGN INTENT AND TO cn MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD (EOR) FORCE AT 30 SPACING (ALONG PLINTH LINES). 1 X 12 EPDXIED INT01.125
<br /> �� „ ,� „
<br /> � 2" 13" 18" 22" 26" 42" 54" 69" 87" 107" FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS
<br /> CLARIFY ANY QUESTIONS THAT THE CONTRACTOR MAY HAVE. Q
<br /> 0° 1 1/2" 13" 18" 23" 33" 55" 72" 92" 116" 143" HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE CORED HOLE: 15 KIP MINIMUM PULLOUT FORCE AT 24" SPACING.
<br /> 9. SECTIONS AND DETAILS ARE SHOWN TO INDlCATE SPECIFIC CONDITIONS. WHERE SECTIONS ARE NOTED o APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS B. LOWER ROBOT SPECIFIC REQUIREMENTS (C): 5 KIP PULL UP ON ANCHORS SET
<br /> TO BE TYPICAL, THESE SECTfONS OR DETAILS SHALL APPLY TO OTHER SIMILAR LOCATIONS. ANY ~ 3/4° 17" 29" 45" 65" 95" 10$" 122" 137" 152" DEMONSTRATWG THE SUBSTITUTION IS THE EQUIVALENT CAPABLE OF ACHIEVING AT 12" CENTERS (1"ANCHORS). PLINTH SPECIFIC REQUIREMENTS (A); 25 KIP
<br /> LOCATION IN QUESTION 5HALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. PERFORMANCE VALUES OF THE PRE-APPROVED PRODUCTS. PULL UP ON 1.25"ANCHORS SET AT 30" SPACING. FDAJ STANCHION SPECIFIC
<br /> 10. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE MEANS, METH�DS, 3° 12" 14" 17" 20" 29" 33" 38" 45° 55°
<br /> 4. ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S REQUfREMENTS (B): 20 KIP ON CORNER OF EACH STANCHION PAD.
<br /> TECHNIQUES, SEQUENCES, NOR PROCEDURES OF CONSTRUCTION SELECTED BY THE 2�� 12" 14" 17" 20" 32" 42" 53" 67" 83" INSTRUCTIONS. THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR � g. SEE DETAIL BELOW FOR FINISHED SURFACE FLATNESS
<br /> CONTRACTOR, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE „� PRODUCT INSTALLATION TRAINING.
<br /> CONTRACTOR. THE STRUCTURAL EN�INEER SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE � 1 1/2" 12" 14" 18" 25" 43" 56" 71" 89" 110" 5. MINIMUM EMBEDMENT FOR ADHESIVE ANCHORS SHALL BE AS FOLLOWS, UNO:
<br /> CONTRACTOR TO PERFORM THE CONSTRUCTION WORK IN ACCORDANCE W{TH THESE DRAWINGS. � 3/4" 13" 22" 35° 50" 73" 83" 94° 105" 117" 1/2" DIA = 41/2" 3l4" DIA = 6 3/4" +/- .5 INCH
<br /> 11. THE INTENT OF SITE VISITS ARE FOR THE STRUCTURAL ENGINEER TO BECOME FAMILIAR WITH THE 5/8" DIA= 5 5/8" 1" DIA = 9" �o�x�o�sQuaRE �
<br /> QUALITY OF THE CONSTRUCTION AND TO DETERMINE IN GENERAL IF THE CONSTRUCTION IS g, IT IS PERMITTED TO SUBSTITUTE MECHANICAL SPLICES (MEETING THE REQUIREMENTS OF
<br /> PROCEEDING IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. SECTION 12.6 IN ACI 318-11) FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL +/- .5 INCH
<br /> 12. ELEVATIONS: SPLICES SHALL DEVELOP 125% (MIN} OF THE YIELD STRENGTH OF THE REBAR IN TENSION DEBRIS M ITIGATION.
<br /> OR COMPRESSION.
<br /> FINISHED GROUND FLO�R EL = 100'-0" 1. CONTRACTOR SHALL C�ORDINATE WITH OWNER FOR DEBRIS MITIGATION AND ��oBA�
<br /> FINISHED GROUND FLOOR REF EL = 548'-0" N.G.V.D. (SEE CIVIL DWGS) 9. ALL REINFORCEMENT SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN CLEAN-UP REQUIREMENTS FOR ALL CONSTRUCTION ACTIVITIES AFFECTING AREAS NON CR TACA AREAS)(B)Fo35
<br /> CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE STRUCTURAL ENGINEER WITHIN THE EXISTING OPERATIONAL BUILDING. FiNISHED suRFacE F�T�tEss
<br /> CONCRETE. OF RECORD. HOOKS SHALL BE ACI STANDARD HOOKS IN ACCORDANCE WITH ACI 318, CHAPTER 7. AND LEVEL REQUIREMENTS
<br /> 10. REINFORCING FOR CONTINUOUS FOUNDATIONS SHALL BE CONTINUOUS AT CORNERS AND LRI P LOADI N V CRITERIA. 10, FLOOR FLATNESS REQUIREMENTS:
<br /> �. ALL CONCRETE WORK SHALL COMPLY WITH PROVISIONS OF ACI 318-11, ACI 315-05, AND ACI INTERSECTIONS. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS. CORNER FF OVERALL= 50
<br /> 301-10, AND THE INTERNATIONAL BUILDING CODE BARS SHALL HAVE LAP LENGTHS EQUAL TO THE STRAfGHT BAR LAP LENGTHS ON BOTH ENDS
<br /> OF THE CORNER BARS. 1. DEAD LOADS: FF MINfMUM LOCAL VALUE = 30
<br /> 2, CONCRETE SHALL BE NORMAL WEIGHT CONCRETE. A. UPPER MACHINE PLINTHS 500,000 LBS PER POSITION EVENLY DISTRIBUTED OVER GENERAL CONFORMITY TO DESIGN GRADE:
<br /> CONCRETE STRENGTHS (AT 2$ DAYS) SHALL BE AS FOLLOWS: 11. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM MUD, OIL OR PLINTH FOOTPRINT (125,000 LBS PER PLINTH LINE) . FINISHED FLOOR ELEVATION OF EACH CELL SHALL FALL
<br /> PEDESTRIAN AND UTILITY TUNNELS F'c OTHER NONMETALLIC COATINGS THAT DECREASE BOND. B, FDAJ COLUMNS (SEE DRAWING 3849-50-0001 FOR DEAD LOADS) (FDAJ112W0000-9/-10). WITHIN +/- .5 INCH OF DESIGN ELEVATION
<br /> (BASE SLAB, WALLS, AND ROOF) ------------------------ 5000 PSI C. LOWER ROBOT BEDS 80,000 LBS EVENLY DISTRIBUTED ACROSS 4 BED LWES (20,000
<br /> SLABS-ON-GRADE --------------------------------- 5000 PSI LBS PER INDIVIDUAL BED LINE).
<br /> D. ALL MACHINE TRANSPORT COLUMN BASES VARY AS SHOWN BELOW
<br /> SLABS-ON-GRADE MODULUS OF RUPTURE AT 28 DAYS = 625 PSI
<br /> WHEN TESTED IN ACCORDANCE WITH ASTM C7$ .83 KIP/FT
<br /> FOUNDATIONS (LOWER MATT NOT EXPOSED) ------------------ 6000 PSI .6 KIP/FT
<br /> FOUNDATIONS (TOPPING MATT NOT EXPOSED) ----------------- 5000 PSI TRANSPORTER DEAD LOADS
<br /> ASSUME ALL COLUMNS
<br /> WALLS, FOUNDATIONS (EXTERIOR EXPOSURE)------------------ 5000 PSI NEW SHE� AD�ED
<br /> ALL OTHER CONCRETE (EXTERIOR EXPOSURE)------------------ 5000 PSI E. FME DECKING (NOT SHOWN) 400,000 LBS ACROSS *TBD*SUPPORT LEGS
<br /> ALL OTHER CONCRETE (NOT EXPOSEDr--------------------- 4000 PSI (FME112W0000-9/-10).
<br /> 3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 2. LIVE LOADS: O
<br /> 4. CONCRETE PROTECTION FOR REINFORCWG BARS: A. UPPER GANTRY MACHINES 48,000 LBS PER MACHINE, 4 MACHINES PER CELL, 8
<br /> STRUCTURAL ELEMENT CLEAR COVER MACHINES PER POSITION MAX . LOADS CARRIED THROUGH PLINTH FLOOR PLATES (A).
<br /> FOOTINGS, (CAST AGAINST & UP TO 27,000 LBS PER MACHINE LEG, MINIMUM SPACING OF 11'4". X- Y LIVE LOADS
<br /> PERMANENTLY EXPOSED TO EARTH)---------------- 3 INCHES MINIMAL.
<br /> B. LOWER ROBOTS 20,000 LBS PER ROBOT 4 ROBOTS PER CELL, 8 ROBOTS PER
<br /> FOOTINGS AND WALLS (CAST-IN-FORMS POSITION. 60" SPANS, 24'10" ON CENTER, MINIMUM.
<br /> PERMANENTLY EXPOSED TO EARTH) ---------------- 2 INCHES C. LOWER ROBOT ON TRANSPORTER 35000 LBS, 2 LINE LOADS OF 17,500 LBS 15' LONG.
<br /> SLABS (IN CONTACT WITH EARTH) ------------------2 INCHES D, ALL MACHINE TRANSPORT COLUMN BASES VARY AS SHOWN BELOW.
<br /> SLABS (EXPOSED TO WEATHER)------------------- 1 1/2 INCHES
<br /> SLABS ABOVE GRADE ----------------------- 3/4 INCHES
<br /> PEDESTALS TO TIES ---2 INCHES 1.64 KIPIFT
<br /> � ) -------------------- .37 KIP/FT 2.29 KIP/FT
<br /> BEAMS (TO STIRRUPS) -----------------------1 1/2 INCHES TRASPORTER LIVE LOADS .52 KIP/FT
<br /> 50% LOADING
<br /> COLUMNS ABOVE GRADE (TO TIES)-----------------1 1/2 INCHES TRANSPORTER LIVE LOADS
<br /> 70% LOADING
<br /> 5. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED ONE FULL MESH E. AGV 20,000 LBS.
<br /> PANEL PLUS 2 INCHES AT SIDES AND ENDS AND WIRED TOGETHER. F. RSM (HEAVIEST CART) 120,000 LBS DISTRIBUTED OVER TRANSPORT CART WHEEL
<br /> 6. ALL REINFORCING STEEL SHALL BE PLACED WITHIN TOLERANCES SPECIFIED IN PATH (PME112W0000-9/-1Q).
<br /> SECTIONS 7.5.2.1 AND 7.5.3.3 IN ACI 315-99 G. AIRCRAFT PART WEIGHTS LOADED ONTO STANCHIONS. SEE 3849-50-0001 FOR LOADS
<br /> 7. ALL REINFORCING STEEL REBAR SHALL CONFORM TO ASTM A615 GRADE 60. APPLIED AS COMPONENTS ARE ASSEMBLED.
<br /> H. UPPER COVER FRAME LOADS 11 KIP ON ROOT END POSTS, 4.5 KIP ON TIP END POSTS
<br /> (FDAJ 112W0000-9/-10).
<br /> I. PULSE FRAME 100 KIP, 70 ON ROOT END WHEEL SET, 30 ON TIP. ENTERS AND LEAVES
<br /> CELL FROM ROOT END (MAX 1080 PSI WHEEL LOAD).
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<br /> Architects, Engineers, Constructors 90 2541 ��
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> oF wqsy� ACCEPTABILITY JKN 12 16 15 GENERAL N�TES 16123 O 12�16�15
<br /> 0 ISSUE FOR CONSTRUCTION (WING LRIP ONLOAD� JKN TAL 12/16/15 y,�P�� y�roy THIS DESIGN AND/OR TALCKE 12 16 15
<br /> SPECIFICATION IS APPROVED SHEET
<br /> BOE,��� BRPHARCFiITECTS TITLE FACTORY TRANSFORMATION 40-23 WING LRIP
<br /> �ciNEeRs iNc. APPROVEO BY DEPT. DATE TAL 12 16 1`J ���
<br /> N0.3137 CHECKED
<br /> �� = B U I L D I N G 40-23 JOB N0. COMP No.
<br /> � o APPROVED
<br /> /�/cqT`�OF AUZN��\�P�\ APPROVED DWG N0.WO �5/ZH99-ZOO
<br /> STRUCTURAL MASTER EVERETT, WA 40-023-S2n
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