|
� �
<br /> STRUCTURAL STEEL NOTES REINFORCED CONCRETE NOTES IRRIGATION NOT�S �.
<br /> 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS NOTED 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 1. CONTRACTOR TO INSTALL IRRIGATION FOR PROPOSED LANDSCAPING BY TYING INTO
<br /> OTHERWISE: WIDE FLANGE SHAPE: A992, 50ksi DAYS UNLESS OTHERWISE NOTED' CONTINUOUS INSPECTION IS NOT REQUtRED. NEAREST IRRIGATION SYSTEM. NEW LANDSCAPING TO BE INSTALLED AFTER
<br /> ANGLE AND CHANNEL SHAPE: ASTM A3fi, 36 ksi SLUMP: 4" MIN /�6" MAX. INSTALLATION OF IRRIGATION SYSTEM.
<br /> 0 0 � •
<br /> PLATE: ASTM A36, 36ks� AIR ENTRAPMENT: 41i2/o - 7/o BY VOLUME � :�etectr�f
<br /> PIPE: ASTM A53 GRADE B, 35 ksi . 2. INSTALLING ELECTRIC VEHICLE GHARGING STATIONS WILL MOST LIKELY AFFECT THE y
<br /> HSS: ASTM A500 GRADE B, 46ksi , 2. REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO SITE'S IRRIGATIQN SYSTEM FOR A PERIOD OF TIME. TO ENSURE THE IRRIGATION SYSTEM IS a�c�rI C� `
<br /> ASTM SPECIFICATION A615 GRADE 60, MAXIMUM COARSE AGGREGATE SIZE SHALL BE WORKING AS WELL AS POSSIBLE, THE COMPANY INSTALLING THE EV CHARGING STATION �
<br /> � �
<br /> 2. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325: ONE HIGH-STRENGTH BOLT ASSEMBL'� 3/4". MUST NOTIFY W�LMART'S IRRIGATION MONITORING COMPANY AT THREE POINTS DURING - •
<br /> SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY NUT, A HARDENED WASHER CONSTRUCTION.
<br /> CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMEN� 3. REINFORCEMENT SHALL COMPL.Y WITH THE LATEST EDITION OF ACI 318 FOR MINIMUM E�ecTR�FY AMeR�cA, LLC. ..
<br /> TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS CLEARANCES. • BEFORE DEMO BEGINS, THE INSTALLING COMPANY MUST CALL SC&A (615-469-0943) TO 2003 EDMUND HALLEY DRIVE �
<br /> SHALL BE BEARING TYPE CONNECTIONS. LET THEM KWOW THAT CONSTRUCTION IS STARTING AND DAMAGES MAY BE DONE TO SuiTe 200
<br /> 4. ALL EMBEDDED ITEMS SHALL B� SECURELY HELD IN POSITION PRIOR TO PLACEMENT THE IRRIGATION SYSTEM, AS WELL AS PROVIDE AN APPROXIMATE COMPLETION DATE. R�sTON,VIRGINIA 20191 :
<br /> 3, WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE OF CONCRETE. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM
<br /> COMPATIBLE WITH THE WELDING PROCESS SELECTED. WELDERS SHALL BE QUALIFIED AS C94. � WHEN IRRIGATION REPAIRS HAVE BEEN COMPLETED, THE INSTALLING COMPANY
<br /> PRESCRIBED IN AWS D1,1. MUST CALL �C&A (615-469-0943j TO HAVE THE IRRIGATif�N SYSTEM TESTED REMOTELY
<br /> 5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND TO MAKE SI�RE IT IS IN PROPER WORKING CONDITION,
<br /> 4. UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR BOLTS SHAL� CONFORM TO ASTM 90 DEGREES FAHRENHEIT. � ��
<br /> F1554, GRADE 36, WITH HEAVY HEXAGONAL NUT. • WHEN CONSTRUCTION IS COMPLETE, THE INSTALLING COMPANY MUST CALL SC&A #
<br /> 6. DO NOT USE RETEMPERED CCINCRETE, OR ADD WATER TO READY-MIX CONCRETE AT (615-469-094�) TO HAVE THE IRRIGATION SYSTEM TESTED REMOTELY TO MAKE SURE IT
<br /> 5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION, THE JOB SITE. IS IN PROPEi2 WORKING CONDITION. ••
<br /> 6. ALL EXPOSED STRUCTURAL STEEL, BOLTS, AND HARDWARE SHALL BE HOT DIP GALVANIZED P�R 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. • AT ANY OF THE ABOVE TIMES, WALMART'S 1RRIGATION MAINTENANCE CONTRACTOR
<br /> ASTM A123. MAY BE CONTACTED TO MEET THE INSTALLER ON SITE TO ENSURE PROPER WORKING
<br /> 8. EXCEPT AS DETAILED OR AUTHORIZED, MAKE BARS CONTINUOUS AROUND CORNERS OF THE IRRIGATION SYSTEM BEFORE THE INSTALLATION CAN BE CONSIDERED
<br /> 7. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B" TENSION COMPLE7E. �
<br /> MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGS LAPS UNLESS NOTED OTHERWISE.
<br /> WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCH 3. THE 1NSTALLING COMPANY AND THEIR IRRIGATION SUBCO�1T�tACTOR WILL NOT HAVE �
<br /> APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR 9. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION SP-66 ACCESS TO THE IRRIGATION C(3NTROLLER ON SITE. IF A STATION NEEDS TO BE TURNED � �
<br /> EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR AND " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318. ON OR OFF, TESTED, OR RUN, THE INSTALLING CUMPANY MUST CALL SC&A (615-469-0943) B LAC K & VEATC H
<br /> THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. TO HAVE THESE THINGS DONE REMOTELY.
<br /> 10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. ssoo w�1sth sT, SUITE 2292 �•
<br /> 8. PRIMER SHALL BE RED 4XIDE-CHR4MATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTII�G 4. THE INSTALLING COMPANY CANNOT TURN OFF THE IRRIGATION SYSTEM OR THE WATER oveR�►N� PaRK, Ks ss2��
<br /> (913)458-2000
<br /> COUNCIL (SSPC) PAIN7 SPECIFICATION NUMBER 11 WITHOUT NOTIFYING SC&A (615-469-0943). WALMART HAS THE RIGHT TO PROTECT THEfR
<br /> ANCHCIRAGE INSTALLATION NOTES PLANT MATERIAL BY`USING THE IRRIGATION SYSTEM AND THE INSTALLED CANNOT IMPEDE
<br /> THAT PROTECTIUN. THE MONITORING COMPANY WILL BE ALERTED BY THE CONTROLLER IF
<br /> CONCRETE MASONRY NOTES �. DRILLING THROUGH EXISTING SLAB REBAR DURING POST-INSTALLED ANCHOR BOLTS THE WATER C)R �'HE CONTROLLER IS TURNED OFF,
<br /> INSTALLATION IS NOT PERMITTED.
<br /> 1. CONCRETE MASONRY UNITS SHAL� BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE
<br /> N-1, (F'M=1,50Q PSIj. MEDIUM WEIGHT. (115 PCF) 2. POST-INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFO�.MED BY � .
<br /> PERSONNEL TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED PRo.IECT No: 197479
<br /> 2. MORTAR SHALL BE TYPE "S"ABOVE GRADE, TYPE "M" BELOW GRADE CONF�l2MING TO ASTM INSTALLATION.INSTRUCTIONS (MP11), AS INCLUDED IN THE ANCHOR PACKAGING. �Rn►wN BY: vPB
<br /> C270. (MINIMUM 2,000 PSI AT 28 DAYS) cHECKeu BY: NMB
<br /> 3. EXPANSit�N AND ADHESIVE ANCHORS SHALL BE INSTALLED PER T��E
<br /> 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 �AYS CONFORMING MANUFACTURER'S INSTRUCTIONS USING STANDARD EMBEDMENT;� AND EDGE
<br /> TO ASTM C476. DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS.
<br /> 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS, ALL CEL.LS IN RETAINING WALMART DESIGN GUIDELINES
<br /> WALLS, WALLS BELOW GRADE SHALL BE SOLID GROUTED, r-:.
<br /> 1. REFER TO THE PROJECT AREA STALL COUNT TABLE ON SHEET C-3 FOR THE j� .,
<br /> 5. ALL NORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LIN�'EL BEAM UNITS. PRE-APPROVED WALMART STALL COUNT.
<br /> 2. IF EXISTING LIGHTING IS DETERMINED TO FALL BELOW THE 2.0-4.5 FC RANGE, a os�zo��s ISSUED FOR CONSTRUC710N �
<br /> 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINT� ADDITIONAL LIGHTING WILL BE ADDED. REFER TO SHEET C-3 FOR P'ROPOSED LIGHT REv DATE DfSCRiPTION
<br /> SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNI�". � POLES (IF APPLICABLE),
<br /> 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNiTS. 3. REFER TO THE NOTES SECTION OF WALMART STAGING PLAN REFERENCE SHEET AND
<br /> SHEET E-1 F�R TRENCHING/BORING INSTRUCTIONS. REFER TO SHEET E-4 FOR
<br /> 8. PROVIDE INSPECTIC)N AND CLEAN-OUT HOLES AT BASE OF VERTICAL CEL,LS HAVING GROUT LIF'T'S TRENCHING UNDER ASPHALT WITH FLOWABLE BACKFILL DETAIL.
<br /> IN EXCESS OF 4'-0" OF HEIGHT, 4. REFER TO NOTES SECTION OF SHEET C-3 FOR SLOPE REQUIREMENTS (IF ACCESSIBLE r =
<br /> STALL IS CLEARLY IDENTIFIED.) wA��
<br /> �
<br /> 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. ��°� ��'��
<br /> � �' °x
<br /> 10. CEMENT SHALL BE AS SPECIFIED fOR CONCRETE. `�'�
<br /> a
<br /> ��'� .� 48406 p �� � (}
<br /> '�� BaISTBR� � 1�/'
<br /> d,r
<br /> I�NALg'�G
<br /> 11. REINFORCING BARS - SEE NOTES UNDER "REINFORCED CONCRETE NOTES" FOR REQUIREMENT�.
<br /> REINFORCEMENT SHALL BE PLACED PRIOR T� GROUTING. LAP SPLICES SHALL BE 48 BAR
<br /> DIAMETERS, MINIMUM.
<br /> 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND
<br /> MASONRY UNITS. �' .
<br /> 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR MEIGHT IS 4 FEET. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ,
<br /> THEY ARE ACTING UNDER THE DIRECTION OF A
<br /> LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS
<br /> DOCUMENT.
<br /> 14. HIGH LIFT GROUTEQ CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT
<br /> SPECIFICATIONS AND SECTION 2104 OF IBC.
<br /> 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE WA20021 O EVERETT
<br /> DRAWINGS OR SPECIFICATIONS. WALMART 5195
<br /> 11400 WA-99 � .
<br /> 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITI� EVERETT, WA 98204
<br /> CELLS CONTAINING REINFORCING STEEL.
<br /> 17. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. sHEET T�T�E
<br /> 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FR�M INJURI4US AMOUNTS OF DUST, GENERAL NOTES 3
<br /> LUMPS, SHALE, ALKALI OR ORGANIC MATERIAL.
<br /> �:
<br /> 19. ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIC`R '
<br /> SHEET NUMBER �,
<br /> TO GROUTING. ,
<br /> GN-3
<br /> ��-�� �� �U�����
<br /> r���/I�I�U�� �t�� ����1�`
<br /> �:r'
<br /> :�v=
<br />
|