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Plans (17) BU P2019-00154 VALIDITY OF PERMIT THE ISSUANCE OFA PERMIT BASED ON CONSTRUCTION b2 DOCUMENTS AND OTHER ADDITIONAL-P_ It ITS REQUIRED DATA SHALL NOT PREVENT THE CODE OFFICIAL FRO^,� architecture Fire Sprinkler . one iAEQLIIRING THE CoRf +en ineerin OF ERRORS. o�sc 1�.� J g Fire Alarm Mechanical 2 09 Ajax Avenue Suite Rogers Arkansas 72758 Plumbing P Fax 479 636.6.5 5 Electrical �) OFFICE COPY 1209 Architect of Record Truss Engineering 4°1 CITE' OFTIGARD William Douglas Hurley Shop Drawings M a I. tia Illr 1 411111110 . REV WED FOR CODEC i3i,1 i'i.:.'�NCI,: Oregon License No.4 821 then Aop ved: I Firm Registrotion No.©791 AF • UTC: # } PCrmtt #: up ,1f] J 1�C7 j .0Ly `�°` ` Q 1- cc ZWO �D ATC: 74 n O 0 .,r mpvT� , I d �O¢�wU ��� Suite#: �� L� °C �`�LLwLLg �in OC cai ¢ ��ogw[[ oaw $ Date: �7. i C� �F JZZ6�� =aw O �� cj¢O<OTtff¢ 1 % 4cC7O=O til Z ::::::::::8z2:: < z0z- �� O rQ4�Q7ZNTIGARD OREGO \I SPECIAL PROJECT . _ . ... . \I 06/26/ 19 . ez . 3 G SQ : 136 198 id � � uiO�wO¢ � OccFw�' �zo�cn*� STORE \IO • : 5935 CL ... .; ,.+ r3i i":. _. �rx , "�4:F R "f.� � ..�3YG..Y�T�'�`m,f�-f F' ✓�£,X k �� k M1 �.:\' �.: v'. :w x 4? � d � it a 'Ss ;. ar .. - s '� .. _ ds '.... .,fit � RECEIVED s ..::. -,..- „ - :.e >. ,, .i,,. ..-. -. ... -s..- rv.... ..v -Vit.:=. 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ALL WORK SHALL BE DONE IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) 1. THE ARCHITECT HAS PREPARED THESE DRAWINGS BASED ON THE EXISTING BUILDING AND CONDITIONS. IT IS THE GENERAL ABBR DEFINITION ABBR DEFINITION ABBR DEFINITION BUILDING CODES, NATIONAL ELECTRIC CODE (NEC), ADA-ADAAGS (ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS), OSHA RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO > 1- AB ANCHOR BOLT FV FIELD VERIFY PCF POUNDS PER CUBIC FOOT AND ALL APPLICABLE CODES, REGULATION, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION. THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO w Cl COVER SHEET ACI AMERICAN CONCRETE INSTITUTE GA GAUGE PLAM PLASTIC LAMINATE 2. EACH CONTRACTOR AND THEIR SUB-CONTRACTORS ARE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO EXISTING WALL. CEILINGS, OR o AFF ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR PL PLATE DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES UTILITIES. O 0 ARCHITECTURAL AHU AIR HANDLING UNIT GM GENERAL MERCHANDISE PLF POUNDS PER LINEAR FOOT NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE 2, ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION GR GROCERY PMEJ PREMOLDED EXPANSION JOINT ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND CD C= z U Al ENLARGED FLOOR PLANS ARCH ARCHITECTURAL GYP BD GYPSUM BOARD PT PRESSURE TREATED 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, ii A1.1 GRID WALL PLAN ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS H HEIGHT PSF POUNDS PER SQUARE FOOT REQUIRED AND/OR DIRECTED BY THE WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING IMMEDIATELY UPON ARRIVAL AT THIS SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL O O 0 co A1.2 FLOOR PLANS AND DETAILS AWS AMERICAN WELDING SOCIETY HMR HOME MEAL REPLACEMENT PSI POUNDS PER SQUARE INCH AREAS OF THE STORE. BEARING HEIGHTS, EXISTING DIMENSION. AND ROOFING CONDITIONS (INCLUDING PARAPETS). IF DISCREPANCIES ARE FOUND BD BOARD HORIZ HORIZONTAL PS PROTECTIVE SURFACING 4. ANY DAMAGE TO WALMART PROPERTY. WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION, SHALL BE BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION FIRE PROTECTION BFF BELOW FINISHED FLOOR HSA HEADED STUD ANCHOR PVC POLYVINYL CHLORIDE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART, THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR SHALL PAY MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE W HAT ACTION SHOULD BETAKEN TO MATCH EXISTING FIT-9 CDLLI BL BLOCK LINTEL HSS HOLLOW STRUCTURAL SECTION QTY QUANTITY WALMART THE RETAIL COST FOR ALL DAMAGED MERCHANDISE. CONDITIONS. 10 FR1 FIRE PROTECTION PLAN BLDG BUILDING INFO INFORMATION REF REFER TO 5. THE CONTRACTOR SHALL KEEP WORK AREA CLEAN AND FREE OF DEBRIS AND SHALL REMOVE ALL TRASH AND DEBRIS FROM THE 3. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY ) ELECTRICAL BO BOS BOTTOM OF ISO ISOLATION REINF REINFORCING CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR MODIFICATIONS OR ORDERING OF ANY MATERIALS. E (�DE O up BOTTOM OF STEEL OR BOTTOM OF STUD JBE JOIST BEARING ELEVATION READ REQUIRED CONSTRUCTION AREAS. �J z El ELECTRICAL PLANS AND DETAILS BTM BOTTOM JST JOIST REV REVERSE 6. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. • w BRG BEARING JT JOINT RI REACH-IN PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT FINISHES. DEMOLITION NOTES O STRUCTURAL RACKING G CD CASH DRAWER KSI KIPS PER SQUARE INCH RO ROUGH OPENING 7. ALL ADJACENT TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION AND CONSTRUCTION. Ic) CJ CONTROL JOINT L LENGTH RTU ROOF TOP UNIT 8. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY DISRUPTIONS FXS1 FIXTURE ANCHORAGE PLAN DETAILS AND NOTES CL CENTERLINE LB POUNDS SCHED SCHEDULE WITH THE WALMART STORE MANAGER. II LU CLR CLEAR LLH LONG LEG HORIZONTAL SDI STEEL DECK INSTITUTE 9. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING. CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING co � ) CMU CONCRETE MASONRY UNIT LLV LONG LEG VERTICAL SIM SIMILAR THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL 1. CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA REGULATIONS. CONTRACTOR WILL (l t) ( co COL COLUMN LONG LONGITUDINAL SJI STEEL JOIST INSTITUTE ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER INSTALL TEMPORARY WALL, DUST BARRICADES AND CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CONC CONCRETE LVT LUXURY VINYL TILE SP SPACES OPERATION. CUSTOMERS AND ASSOCIATES FROM CONSTRUCTION OPERATIONS. CONSTRUCTION MAX MAXIMUM SPECS SPECIFICATIONS 10. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH, AND/OR REPAINT AS NECESSARY TO BLEND WITH ADJACENT 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. IF DISCREPANCIES ARE FOUND, CONTACT THE 1 CONT CONTINUOUS MDF MEDIUM DENSITY FIBERBOARD SS STAINLESS STEEL SURFACES. COORDINATE WITH WALMART CONSTRUCTION MANAGER. ARCHITECT AND WALMART CONSTRUCTION MANAGER. CO DIA DIAMETER MECH MECHANICAL STRUC STRUCTURAL 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR ORA MINIMUM OF 6"ABOVE FINISH , , LLJ DS DOWNSPOUT MFR MANUFACTURER T&B TOP AND BOTTOM CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF CEILING. D EAS EMERGENCY ACCESS SYSTEM MIN MINIMUM THK THICKNESS MATERIALS IN A TIMELY MANNER. 4. SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR APPROPRIATE HOURS TO OM r m EDC ELECTRICAL DISTRIBUTION CENTER MISC MISCELLANEOUS TO TOP OF 12. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT FOR VERIFICATIONS, RESPONSES AND MINIMIZE CUSTOMERS DISTURBANCE NO JACKHAMMERS ARE ALLOWED. , ` O EIFS EXTERIOR INSULATION AND FINISH SYSTEM MO MASONRY OPENING TOC/TC TOP OF CONCRETE SUBMISSIONS. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND DEBRIS. DO NOT USE STORE EJ EXPANSION JOINT MTL METAL TOF TOP OF FOOTING 13. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A-20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM CONTACT WITH CONSTRUCTION WASTE. EL ELEVATION NIC NOT IN CONTRACT TOGB TOP OF GRADE BEAM STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10)AND ONE U.L. LISTED 10BC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED 6. COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM. V ISSUE BLOCK ELEC ELECTRICAL NRP NON-FIBERGLASS REINFORCED PLASTIC TOM TOP OF MASONRY TOGETHER IN EACH 3000 SQUARE FOOT OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL AS EQ EQUAL NO NUMBER TOP/TP TOP OF PAVING CONSTRUCTION AREAS AT ALL TIMES). ES EQUIPMENT SUPPLIER NS NEAR SIDE TOS TOP OF STEEL OR TOP OF STUD 14. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED, THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER LIMW ETR EXISTING TO REMAIN NTS NOT TO SCALE TRANS TRANSVERSE CONTRACTOR. THE CONTRACTOR IS TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL TO THE AHJ PRIOR GENERAL SCOPE OF WORK O EW EACH WAY OC ON CENTER TYP TYPICAL TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. EXT EXTERIOR OCH ON CENTER HORIZONTALLY UNO UNLESS NOTED OTHERWISE 15. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPINGCe FDN FOUNDATION OCV ON CENTER VERTICALLY VERT VERTICAL THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE (13a FF FINISHED FLOOR OD OUTSIDE DIAMETER VTR VENT THROUGH ROOF TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEM. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE -REGISTER & EQUIPMENT ADDITION, CHECK OUT STANDS FS FAR SIDE OH OPPOSITE HAND W WIDTH STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY -ADD SELF CHECKOUT BULLPEN J FTG FOOTING PAF POWDER ACTUATED FASTENER WD WOOD EXTERIOR WALL. -ADD PICK UP TOWER a 16. FIRE ALARM DRAWINGS TO BE FURNISHED AND INSTALLED BY WALMART ALARM SERVICES. E . 17. CONTRACTOR TO MAINTAIN ACCESS TO ALL EMERGENCY EGRESS EXITS DURING CONSTRUCTION OPERATIONS. (� W CL al (1) ,-- h) 0 y C--, SYMBOLS LEGEND �! ? CHECKED BY: JT f 1 DRAWN BY: JLT 1 . - i - k 1 XXX REFERENCE AT KEYNOTE INDICATOR .._.__ 10 1 . . :®� L._-L-- »1"k--i '.iii`._ �lllit .- . I ( ) KEYNOTE INDICATOR PROTO CYCLE: 03/29/19 r��®1 - - iI, 7�r�Er1�®®rZI r • / 1. .7 . . �l , =.• " - w DOCUMENT DATE: 06/26/19 i i % . �=�r� �i , _ '- __._.._. A KEYNOTE OR BLOCK OF i i� r�L�r �4�r% => ><� ,19 `�' 7 4 }- 4 i ` "r SOU§p 99�@@ SRECiA� p�'i'{ "' f REi (�®ry/��j X,XX KEYNOTES WITH A LEADER .. r 1 �it.V 1 ® ii �l1 r- - € 110 0 d� L •1 t SCruhs4 'rar :,.:„•^•= .fit Vole .�, i I r r� I ,- - t State of ]reg ,�, _, . -. _�, ..- : • -- II I •1` I ' Q, _ X.XX SURFACE c� ATTACHED APPLY SPECIFICALLY -, -- F-F t-- -_-..i fit' ._ I���y{�L�I/1/r -- a mm m S _- 1 -. _ ��o�� ' K l� _ _�. _,, - --_ lk' - y TO THE ITEM, AREA, OR km i BUILDING CODE SUMMARY �. a .� T _ El. T TO WHICH THE LEADER IS - 0 Concrete and P4ernterGrnc "�tsel POINTING E n - SALES r rl . - - r ; , , , I I I , _ rt- C T _a Bolts Installed in Cencre c IN ADDITION TO THE ROOM FINISH NAME OF PROJECT: TIGARD, OREGON SPECIAL PROJECT I � � y `°'�' .':�' _ h ° - _ - - - 0 Special Niemen,- sis;ing Concrete Frame X. 100 .XX OF KESCHEDYNOTES ATTACHEDULE A KEYNOTE T O TBLHE STREET ADDRESS: 7600 SW DARTMOUTH STREET • PROPOSED USE: RETAIL �r I - _ ® ,. _ A, .r . Steel? Fir.;+ rr. Steel Tendons a: ' i � P< c 9 9 ® X.XX ROOM NAME TAG APPLY TO THE `* - J 11 _ _ _ ❑ r ® X.XX ENTIRE ROOM III -II 1 E © 1-�i 7] NOR[1] R Li Q , Li E Li H I I 173 Ii Li 0 L7 © © I Structural Welding CODES: BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE _ It - '- (71 , LIQ -++++-+-±- --H-r H I i I_� n in n © iu C1 © - ❑ MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE - - � ❑ �Iialr-St: nal ScF`'k"n p p e ❑ - �a ' ( ! P3 COLOR INDICATOR PLUMBING CODE: 2017 OREGON PLUMBING SPECIALTY CODE ` ' r.'.r I1• . i I _ �� - : ❑ IF ' - f -ELECTRICAL CODE: 2017 OREGON ELECTRICAL SPECIALTY CODE L; ' u - - d = e • 1� � i 0 St ora`Mary , , FIRE CODE: 2014 OREGON FIRE CODE 1. J 1 1 1 r I I 14 I i i-1.i1 j I - ' '' F ��rsr ri:Crete ACCESSIBILITY CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 trr --IIL � ��! r ! � y.; i1 t , ; I ; :I _ 0 ❑ Beirtarced G+'P' Ow GED ENERGY: 2014 OREGON ENERGY EFFICIENCY CODE Jr' - - L �' FULL AND PARTIAL1J + ®®� r�7 1 ® o ; , , , , I1 r oncrst�s ' , `� 1 I , 1 r f1 C [� I� f 4 i t 14 7 [] Insu,et:rtg C 2-A2 SECTION INDICATOR ® ® ;: ❑ �'�-'-iii= --,•�' I; ; , , I I Il - I 1 A fisc Fire-1Resi f ve Materials OCCUPANCY: M-MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) -SECT 309.1 �` -_"_... � �� _ ❑ ; ; J - ❑ BP Y M, ❑ ❑ ❑❑ H H ❑ ❑ i= ❑ ❑ �;_- , ; ; , , 11 '�� .: ' n_ 1 ❑ riiteca Viers an Caissons EXTERIOR AND INTERIOR r r r 1 1 I r piiirtr s, D °I ` o L1 [_� i 2-A2 ELEVATION INDICATOR 0 r 4 4 , 4 . s 4 n I I] H U 5 "H E e Hg X 1 1 ; ' ; :1 X71 II r r r rI f u r ❑ Shotctet l' isN ' H 1 o---u --e , , r , , , , ri m b ,;, E-1+�1�-�--}i z �F r, ation and Filling SALES W li El G o- o--� Spectal azi'.r,t, Ex a- ""7 0 ar o-c E • o-0 o- Gr y T ROOM NAME AND NUMBER e � r _ 100 0 D _ , , , , , rnoke erl+rt. Sy- i -, . �� -! � 'ro � ® � .I� ® } �4 --�--�--r=� l� ; ; r ; 3 I � � � � 0 S C te*��s (13 CC 11 • _ ••'• N 1 ,�� .�.t 1--Li--L- r-4---t-+-1! LI N I; r I I 1 1 f i_ �. -•I L I; I ' i I 1 I 1 I I I ri Inspections - �--- H -- Other H J i. �i -- --.. -�' ® G �� fl i 1 ; ' ; ; ; ; 1i ,.,...-i AS PARTITION TYPE INDICATOR CI. ..,_03 PER SECT. 602.2 AND TABLES 601 AND 602 4� ® F ,`� F�u�� F p C� ❑ ® = -- G9 r._, _-- J TYPE OF CONTRUCTION V UNPROTECTED SPRINKLERED , . ‹i(x.- �.. c m`51 01 1=1 w ❑ G7 m 8 e� 4��� '� Tom; ,� ALLOWABLE AREA: UNLIMITED ( ) SECTION 507.3 �' _ = Co,*❑ �_ =I ❑ ❑ � � ❑ ❑ � � � _ � � a � U. � 4111 ; 111 + +�+ Ir -� t DOOR INDICATOR Q �"i � FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND '11, r - O -1 © ® g U '� ISSURRONDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE i ' pli:00 . 0 . ..0,,,,. ' � TION 507.3. UNLIMITED AREA CRITERIA IN APPLICABLE. I �!�' 't5 1aH+aFaatsa ,. � AND COMPLIES WITH SEC !I -7I'. ! Ai', �F, `1 4' - - W O�r Iiiiiw WINDOW INDICATOR a t L '_' ----'11 . "1 `' ' .. I I 1 I I . , 0 Cn if, ::- F1 lip(13 H;'i=&=�r \ rii , ` t = .: t jl1 '�. • _ �_ I.`! - TV MONITOR ■ ■ ` -....._ aµ . -' ■��fiEL = ._ ��,�r __ "-_) DOCUMENTS THAT DO NOT ci •�! I 4`' `�� ' r ) HAVE THE ARCHITECT OR { '-}J •J-. 1 t I A --- ---- COLUMN LINE INDICATOR ENGINEER OF RECORD SEAL SHALL BE c I -x- 42 I AND SIGNATURE CONSIDERED NOT FOR CONSTRUCTION I li I ! 1 .t, L FF EL HEIGHT ELEVATION INDICATOR J.0 0 Al , Al PLAN ELEVATION INDICATOR0) -1\1 COVER 104' 0" SHEET a) OVERALL FLOOR PLAN Lo 1 r"--5- a_ 0 ) u t ( 1 ENLARGED DETAIL INDICATOR E l / 0 g• ARCHITECTURAL: FIRE PROTECTION/ELECTRICAL: STRUCTURAL RACKING: BUILDING REVIEW: STORE ADDRESS: pb2 architecture + engineering pb2 architecture+engineering WALLACE ENGINEERING CITY OF TIGARD WALMART STORE NO. 5935 c.iri2809 AJAX AVENUE SUITE 100 2809 AJAX AVENUE SUITE 100 STRUCTURAL CONSULTANTS, INC. PERMIT CENTER 7600 SW DARTMOUTH STREET 5 ROGERS, ARKANSAS 72758 ROGERS, ARKANSAS 72758 123 NORTH MARTIN LUTHER KING JR. 13125 SW HALL BOULEVARD TIGARD, OREGON 97223 A2 SHEET: .N• (479) 636-3545 (479) 636-3545 BOULEVARD TIGARD OREGON 97223 �, TULSA, OKLAHOMA 74103 (503) 718-2439 i D (918) 584-5858 DETAIL INDICATOR ! 0 i SHEET NOTES b2 1. ALL ELECTRICAL WORK INCLUDING DATA AND POWER DISCONNECTION BY GC. 2. REMOVAL AND REINSTALLATION OF POWER POLES BY GC. INSTALLATION OF NEW POWER POLES BY GC. architecture 3. ALL REGISTERS TO BE REMOVED AND REINSTALLED +engineering OR INSTALLED NEW BY WALMART. 4. GENERAL CONTRACTOR RESPONSIBLE FOR ALL 2809 Ajax Avenue Suite 100 ELECTRICAL WORK. Rogers Arkansas 72758 5. GENERAL CONTRACTOR RESPONSIBLE FOR Phone:479.636.3545 ANCHORS AND ALL GONDOLA ANCHORAGE. Fax:479.636.1209 6. GENERAL CONTRACTOR TO REPAIR FLOOR AS Architect of Record REQUIRED AT LOCATIONS OF REMOVED REGISTERS William Douglas Hurley AND FIXTURES. Oregon License No.4821 7. GENERAL CONTRACTOR TO REFER TO FIXTURE Firm Registration No.0791AF ANCHORAGE PLAN FOR ANCHORAGE REQUIREMENTS. 8. GENERAL CONTRACTOR TO ACCESS GENERAL CONTRACTOR PERMIT INFORMATION FOLDER ON ww W oo>-o WORKSPACE FOR GRID WALL INSTALLATION o Z w W a z Li Z c INSTRUCTIONS. u) 0 i-0 c p w o cct,„.7't 9. GENERAL CONTRACTOR TO INSTALL RAILING PER w a . =(,) W LL a O o Z W° MANUFACTURERS RECOMMENDATIONS AND m wW ~Q<¢EW¢cnom INSTRUCTIONS FOR INSTALLATION AND ANCHORING o E( N a o F-o W> 1 -a 10. CAULK BASE OF ALL CHECKOUTS TO FLOOR WHEN Z ‹LL z°m W 01—LU W 0=0 LOCATION IS FINALIZED. o o w°¢-crw a=o o z a < ��coou.cor1[o„'<Uaw D cczp2omc)u joaoo3 0_ °O�Fwa =g5zccrnx-, 1= cnW¢zrH01-a0wo_D -w CO I-S 8'acHnic2- cc¢r .) 4 5 C6) 7 ■ 2 a A1.2 RELOCATED I RELOCATED 60" I RELOCATED -- RELOCATED RELOCATED RELOCATED BAG DISPLAY BATTERY QUAD \ PIZZA WARMER CHICKEN WARMER CANDY 4-WAY \ PREPAID CARDS 4'X4' _-----_—_—_—_-- i ` — RELOCATED I, I I I RELOCATED �` _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_--_...) 1 PURE PLAY EC \ A® KICKSTART EC 1 \ ii______ . 4 \ - - 1 I I I I , _ \ , , 1 I, , ,, , ,. RELOCATED MERCHANDISE I JIIIIIII III7 I11�-•- - ." I TIIlII111 11i Illllllllll�i111'l � „ITII11 I 1 1 1 1 1 1 1 .4 11 11111111111 11' � 'his,, IIIiill III\ l . I 44 I FIXTURES AND RAILINGS OO� OO ■ ■ O OO O O O . : I I II OO % I 9 O /II • ■ O 0 I\ \ ^ / , III ,— / V 111 11 UJ ' i • , CC I III o ■ I, l' I 1� ,.1 11 ,i 0 .,111 N co 0 iI ` � Puj J_ r- - 1 1 ,- \ , /( 1 H Lo - /\ I I 4 i-, ii -J �r' ovk 0 A +A T'I• ' I I ■■j/,-, , I I < NtA 1 <> p ,_ A `° """"' 111111 I I I I I I I I I I I I �00000i■m000■�i. 111111 1 1 1 1 1 1 11111111 IIIIIIII 1 1 1 1 1 11! III,■.,■■� Ma_21 1 1 1 1 1 1 1 ( i\''' r ` r� MI ` N la RELOCATED /4--- j - -------------- 0D HANDBASKET ` _—_—_—_—_—_—_—_ ----------- z LOTTERYVENDING I m FIXTURES - O 110'- 10 1/4" / ISSUE BLOCK / I Il I EXISTING ICC FLOORING TO REMAIN. IF FLOOR DAMAGE NEW FIXTURES AND RELOCATED NEW CHECKOUT LAYOUT- OCCURS OR IS EXPOSED DURING CONSTRUCTION EQUIPMENT LOCATED PER CHECKOUTS REF El FOR POWER AND/OR REMOVAL OF FIXTURES, REPAIR AND CLEAN FINAL MERCHANDISE PLAN AND FIXTURES, - TO MATCH EXISTING PER SPEC SECTION 03905 (TYP) NEW REGISTERS AND EQUIPMENT BY OWNER ENLARGED FLOOR PLAN 2 3/16"= 1'-0" • RELOCATION OF EXISTING AND/OR INSTALLATION OF NEW PREFABRICATED CASH WRAP(S) FOR CHECKOUTS BY WALMART. PRIOR - TO RELOCATION AND INSTALLATION,VERIFY FINAL LOCATION WITH STORE PLANNING FIELD PROJECT MANAGER. GENERAL CONTRACTOR TO CAULK BASE TO FLOOR WHEN LOCATION IS FINALIZED. CHECKED BY: JT NEW REGISTERS AND EQUIPMENT BY OWNER-REF ELECTRICAL,TYP I DRAWN BY: JLT NEW CHECKOUT LAYOUT- REF El FOR POWER PROTO CYCLE: 03/29/19 DOCUMENT DATE: 06/26/19 4 5 i6 7 REMOVE REMOVE/RELOCATE REMOVE ■ REMOVE/RELOCATE MERCHANDISE MERCHANDISE MERCHANDISE MERCHANDISE • • I I I • I 1 1 I [ _ — 'N I 1 1 REMOVE/RELOCATE REMOVE/RELOCATE \ I 1 0 I I - — - - I MERCHANDISE I I I I MERCHANDISE \ ��' L i FIXTURE J - J FIXTURE 1 \ 1 1 I - J — - — - - 1 - \I REMOVE/RELOCATE 1 - - - - - f� =,■ , MERCHANDISE 1 -- - - - - _ _ - - - - - - �i� 1----- -- a"� 1 �- I - I FIXTURES AND RAILS ,— �-�' I - - - �G f — 1 - '- FT n F r - Fr — n F r — I I I I I I - 1 I I I I I I I I 1 7 I -! r I J�,� I 4- _ J-1-I - --T; Y- '�I '4 '�I '4 _ i' _ - IIS _11 ' - — T \ \ I _ I I — — _ — — I I I Ij '�` —fj = I = I = - = I 1 1 ! = i ! = I = i - I !' I I I 1 II I I II , - �I- I - - I I I = 1 I = I I = II I = II I = I I 1I _ i _ Iy _ I = _ - II 1 1_i \ _ — I - I it I �� I = I I I = i t I = I I I = I I I = I I ARA I I = - _ _ = i I , I-- ; L, _ ii , _ I _ 1 - i,-- -1- -, ef..;::::s• ' \ \ l I— ,__,1:1 �� 1 - I I = 1 H I 1 - 1 1 = 1 = I = I = - - 'il 11 14 q rt I I I IW4. >� \ r I I�' IL I I11L IL I 1 I1 - - 1_ - � ��- II \ scossowEAsot I i I r� r� I I I I III I 11 I III 1 Ilf I I 11 I I I I I I I 11, 1 �I, 1 11 ' I 1 - III !' Iii • - \ I REMOVE CHECKSTANDS 1 1 ll I 1 1 1 1 1 I 1 ,I '1 / I 1- -1 r� \ 1 REMOVE (8)SELF- .. - - —� — 11 I I I III I 111 1 1 III I I I 111 I I 11 1 1 1' 1 ' I 1 1 1 1 �1' I II "'> � \ CHECKOUTS AND BULLPEN L L 1 1 I I ,.()F 1 I ' 111 O 11 111 J-(i III ■ �1 111 Il 111 Iv III 1� III 1'. ■ I ►. ■ 11 ■ , 1 ■! I I I `�G. \ �� I 17 I 1 I i 1 I 1 Y I I I L 1 l/ \ Al 11 1 i - I I II —i I I '11 v II I� 1 iI ILL 1 �I I,_ 1 1i1 IIS ■ til i-- 1 X11 I_ 1 1 '�L I —11 iL I -11 iL I -j� I 111 �- I `�■ AA, —0--I \ II Li Il - 1- I 11 1 1 I ( Iill-)N, I I HAVE DOCUMENTS ARCHITECT OORT \ y{,/.0 yi, -- 1 1 r - - j r �e - r - I_ I }�1\�1 ) IF' I (1_ 11_1 11 ri 1 11_ I I� I�_ 1 II ;�, ENGINEER OF RECORD SEAL cd - "� ��� ��� �� �/ �� A� , A� , r \ Tj/ . IA ; A/ -1 AND SIGNATURE SHALL BE 1 I I NNI I- ( - - - ,1 O/ ��1 ,, v 1 y 1 y y j y j - I CONSTRUCTIONCONSIDERED T FOR _I r >--- - I- I - , 1— Ira i—— 1 = � ■�' J — ar REMOVE MERCHANDISE - I> FIXTURES AND RAILSREMOVE ATTENDANT - - - L - - 1� cc STATION - - i B i l - I I - t J _. _ ENLARGED - FLOOR PLANS cm1 o- 1• EXISTING REMOVE i c CHECKOUT/FIXTURES MERCHANDISE AND m TO REMAIN FIXTURES AS SHOWN DASHED REMOVE (10) EXISTING MANNED / o o ` /- / EXISTING CHEOUTS/FIXTURES CHECKOUTS/FIXTURES, UNO ' TO BE RELOCATED, UNO as as g ENLARGED DEMO FLOOR PLAN U t) SHEET: a) J 3/16"= 1'-0" A 1 a) / 0 GRID LEGEND FIXTURE # BLOCK BLOCK NAME 1ST SAP ARTICLE 4 SAP ARTICLE DESCRIPTION 2ND SAP ARTICLE# SAP ARTCILE DESCRIPTION b2 SCO_1BAG_GRIDSHELF_L 100625318 D82 SCOWIRE MERCH SGL BAG 1-L 1-L SCO 1BAG GRIDSHELF L 2LEG 100625318 D82 SCOWIRE MERCH SGL BAG 100627736 LEG KIT architecture 2-L - +engineering 2-i SCO 1 BAG GRIDSHELF= R 100625318 D82 SCOWIRE MERCH SGL BAG 2809 Ajax Avenue Suite 100 _ _ _ Rogers Arkansas 72758 1-R Phone:479.636.3545 1-R Fax:479.636.1209 SCO 1 BAG_GIRIDSHELF_R_2LEG 100625318 D82 SCOWIRE MERCH SGL BAG 100627736 LEG KIT Architect of Record 2-R " - William Douglas Hurley Oregon License No.4821 2-R Firm Registration No.0791 AF SCO 2BAG GRIDSHELF L 100625360 D82 SCOWIRE MERCH SGL BAG 3-L - - - d UJ X I-w WwwO¢ 3-L rA w w 0 w wF-w zi_ oozwm ZQ 5C0_26AG_GRIDSHELF_L 2LEG 100625360 D82 SCOWIRE MERCH SGL BAG 100627736 LEG KIT w a =°W�w w cc W 3- 4-L w a, _-_,w,,,0 Iwo cc d¢ >=o¢wauj¢npw 4 m d �zza[CWUFaa>- SCO 2BAG GRIDSHELF R 100625360 D82 SCOWIRE MERCH SGL BAG `� a LL o m o 0_o W o=a z 3 Zwr4O�bLOOTz 3-R . - - O za0¢�p21FtwH¢p 3R Q Qap°zW,_a°izomz �zoWomW�a� o°oa 1 SCO 2BAG GRIDSHELF R 2LEG 100625360 D82 SCOWIRE MERCH SGL BAG 100627736 LEG KIT �_ n z 0 L w a _e_c z ~ iwoo<DSLLXW WWDI 4 R. - - - [n 1- 1=000)0_0wmlImm¢H 4-R SCO GRID 30 100627735 30 IN SPACER 5 - - 5 SCO GRID 30L LEG 100627735 100627736 LEG KIT 5-1_, - - - 5-L SCO GRID 30R LEG 100627735 100627736 LEG KIT 5R - _ 5R SCO GRID 51 L 100631063 51 IN SPACER 6 • SCO GRID 51 L LEG 100631063 100627736 LEG KIT 6-L 64, - - - U w O SCO_GRID_51 R_LEG 100631063 100627736 LEG KIT % °C 0 6-R` ! J 6R Z Q v Lu SCO-GRIDSHELF_30L 100627783 30 IN SHELF BRIDGE KIT O % 0 n_ 7-L 7-L r 0 SCO_GRIDSHELF-30L—LEG 100627715 30 IN ANCHORED SHELF KIT W `, 8-L rn $L 00 o z SCO GRIDSHELF_30R 100627783 30 IN SHELF BRIDGE KIT w 7-R O 7-R , SCO YGRIDSHELF_30R_LEG 100627715 30 IN ANCHORED SHELF KIT I I < Fn 8-R' N 8 o 0cciO 0 SCO-1 BAG-GRIDSHELF-L 100627639 48 IN SHELF BRIDGE KIT "' 9-L w 9-L m 2 D SCO GRIDSHELF 48L LEG 100627782 48 IN ANCHORED SHELF KIT z 10-L - m 10-1_ O SCOGRIDSHELF_48R 100627639 48 IN SHELF BRIDGE KIT 9-R ISSUE BLOCK 9-R SCO GRIDSHELF 48R LEG 100627782 48 IN ANCHORED SHELF KIT 10-R,, - - - SCO_GRID 36 100634549 36 IN SPACER 11 11 CORNER Kr 100627800 Corner Kit (Angle Iron ler Bullpen _..- Corners) - ,) [ - CHECKED BY: JT DRAWN BY: JLT 47'-8 1/4" 6' - 3 1/2" 56'- 10 114" PROTO CYCLE: 03/29/19 / - - - / DOCUMENT DATE: 06/26/19 REFERENCE GRID WALL 3' -0" LEGEND, TYP. / „ , . . _ _ , .. _ _ L ---7'rt 4 - (/\, ' /\ . z' .17 ____I -LL," 7\ ..% I 11 Ali 11.111111111111 11111 1=1111111W Ill i -1111111i, I I / 1 I I ll A -ri 1 i I I I 1 I I II V I I I Li_ .7-.11 V I I I I I I I i ,_ 1111 111111111111111111111 Ilii '. 111 11 I 1 I 1111 11P` 111 111 1111 'hili I I 1 1 111 11 I .... l I I I I I I ! !T f 1 4,1 0 ; li <> li • Tit‘ iQl % v 4:$, ,„ :( 'II '< > M 1/\?1> .'\1(':' ::' <?(> • (-\,;• 1 0- M` - r 1 .► <?/' <1', )'. 4:.--)> 1:/ i>. <G , ii r _ - 4g61 s GRID WALL FURNISHED BY GRID WALL FURNISHED BY a: ,' " WALMART AND INSTALLED BY WALMART AND INSTALLED BY le GC. REFERENCE I GC. REFERENCE S' `) r= MANUFACTURERS MANUFACTURERS ■ INSTALLATION MANUAL. INSTALLATION MANUAL. 10, r \ All 1 . fall LN \,t, 46- Qll/ ` itk Ci> lib' , -.1.t tithj .0 -0 tk., , ., , 4 4-1, - .' 11% %a -0 Pit < . iiiii 0 Illb 4 ._ A - I, , 411110 -- ,..7 0 Ilk) Ailh 1 i Nr „Fr 4, ,,„, ii, .., ,,,..,F1 .,v, .1, , i \ eArfg.,,, L . 1 _ C i ,:<-;'1117-11 __-. I I III' ' I '` 1 M1 1111 H i 1 I i I. M I I I I I 111 I I 111 1111 I I;., f 1 IIill _, 1 11111111 a71'- 1" _ Em DOCUMENTS THAT DO NOT s / — — - - /- in HAVE THE ARCHITECT OR co / ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE taCONSIDERED T FOR B — — — — — — — - - ---- — • — — CONSTRUCTION c I 0 TI GRID WALL co if) PLAN Lo CL c U O 0 41 i__�l GRID WALL PLAN - _ - - - - - ami / 14" = 1'-0" SHEET: '--Zi A1 . 1 6 OWNER SUPPLIED ITEMS OSI NOTES SHEET NOTES b2 VENDOR WDS NUMBER COUNT DESCRIPTION MODEL VENDOR NUMBER 1. THE QUANTITIES(COUNT)OF ITEMS CLEVERON PURCHASED BY OWNER AS SCHEDULED ON 1. ALL STEEL RACKS TO BE FURNISHED BY WALMART AND ANCHORED BY CONTRACTOR. REFER TO RACK ANCHORAGE 1 AUTOMATED EQUIPMENT TOWER HR 103 CLEVERON THIS"OWNER SUPPLIED MATERIALS AND PLAN FOR STEEL RACK AND/OR GONDOLA SHELVING FIXTURE ANCHORING REQUIREMENTS. I- OWNER SUPPLIED ITEMS"SCHEDULES, MAY 2. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER 5 LOCKING CABINET CC10.01 CLEVERON I NOT ACCURATELY REPRESENT THE ACTUAL INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS, SUCH QUANTITY REQUIRED TO COMPLETE THE JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS architecture SCOPE OF WORK INCLUDED IN THE CONTRACT RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION. DOCUMENTS. ACTUAL QUANTITY(COUNT)OF 3. ON SPECIAL PROJECTS, RELOCATION AND SETUP OF GONDOLA AND/OR RACKING AS INDICATED ON THIS SHEET WILL BE +engineering OWNER SUPPLIED ITEMS SHALL BE PERFORMED BY G.C. DETERMINED THROUGH A THOROUGH REVIEW 4. ON SPECIAL PROJECTS, REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATED ON THIS SHEET WILL BE PERFORMED 2809 Ajax Avenue Suite 100 AND ACCOUNTING OF THE CONTRACT BY G.C. Rogers Arkansas 72758 . DRAWINGS. Phone:479.636.3545 Fax:479.636.1209 2. REFERENCE APPENDIX A IN THE Architect of Record SPECIFICATIONS TO DETERMINE WHO IS William Douglas Hurley RESPONSIBLE FOR THE INSTALLATION OF Oregon License No.4821 OWNER FURNISHED PRODUCTS. Firm Registration No.0791AF DO awOI-o W 0OM FO¢MZF-03ZWcC Zw~mwazr-z W ¢F- E-LLwuCC O0o¢WO CC a< �F-O w¢ Z�Qw ww }oag¢aw¢�nEEm O a(I) w•ioFOwj�raaa LL uU D wQLLI¢wLLwM z <LLZ0mc ¢0OL Oxp 7azZW=ZF"Z O W '' p za ¢ O=<ZF¢ ¢p < cncE0zwa¢aawF'Owwoo -¢ZOWOmw(ta°POwo 3 o_ O¢rwaL=m=Z¢ nm— C IU)gO¢D¢LLXOUwD= 1-7F-000)aOw¢J¢¢¢F- \ I— U Lu 6 MIL CLEAR POLY SHEETING OVERLAPPED AT a ATTACH TO THE JOINTS A MINIMUM OF 1'-0"AND CONTINUOUSLY 0a cc BOTTOM OF JOISTS TAPED JOINTS.ATTACH SHEETING FROM THE \ a BOTTOM OF JOIST TO FINISHED FLOOR FOR A C___) () Z 0 �l' DUST PROOF CONDITION. \ \ O cn W /\/ O 6 MIL POLY SEAL TIGHT THE BOTTOMM OF PARTITION (Cd M104 0' POWER POLE. FURNISHED BY O Oz � OWNER, INSTALLED BY G.C. • Y REF ELECTRICAL Q o - /\ /� G.C.TO REFERENCE u) / MANUFACTURER'S CUT SHEETS FOR NUMBER AND LOCATIONS I I < to co A A OF FLOOR ANCHORS. HORIZONTAL 1/2" 00° A \ A / CD PLYWOOD 4'x8' \-- CABINET FURNISHED& N UPRIGHT TUBE BY VENDOR \ �/ INSTALLED BY VENDOR I— oc .4602" DIA HOLE BY VENDOR W 2x4 WOOD FRAME AT 0° PLAN VIEW Z 2 8'-0"OC 1 LOCATE POWER POLE AT z 2" 2'-0" THE BACK CORNER OF THE O FLOOR TUBE RAIL BY VENDOR /1 '/ CABINET, CLOSEST TO THE SANDBAG OR SIM g 1= EXISTING FLOOR TO REMAIN RESTRAIN MOVEMENT T POWERARECEPTACLEENT. / DO NOT ANCHOR OR = ISSUE BLOCK / ADHERE TO FLOOR IN ANY / SHOULD FACE LOCKERS, 3/8"-16x3"WEDGE \ MANNER / I REF ELECTRICAL. ANCHOR AT ENDS AND / AT EACH SECTION, DRILL FLOOR ANCHOR THRU TO MIN. DEPTH OF 1 3/4". BOTTOM HOLE IN TUBE • FLOOR MOUNTING PLAN AND SECTION \\ DUST PARTITION \4 CABINET ELEVATION \ •5\ 3"- 1'-0" / 3/4"= 1'-0" 4 4 AT EXPOSED PAINTED STRUCTURE OR DECK, PAINT NEW CONDUIT, I DUCTWORK AND FIRE SPRINKLER PIPING (FIRE SPRINKLER HEADS TO CHECKED BY: JT REMAIN UNPAINTED)TO MATCH ADJACENT STRUCTURE OR DECK _ DRAWN BY: JLT 1 I ( PROTO CYCLE: 03/29/19 NEED 400SQFT MIN W/20' MIN CLEAR PATH ON 12'-3 1/4" DOCUMENT DATE: 06/26/19 INTEGRAL CART RAIL FURNISHED ONE SIDE. IF TOWER DESIGN IS NEXT TO DOUBLE �' AND INSTALLED BY VENDOR STACK REGISTERS THEN CAN STAGE WITHIN WALL PANEL EXTENTS REGISTER AREA STOCKROOM / 4. 81/4y" G.C.TO COORDINATE REQUIRED STAGING AREA TO PANEL �'I\ T LOCATION WITH STORE MANAGER AT LEAST ONE ____ _ _ _ . -- 3'-6 1/4" REMOVE WALLS WEEK PRIOR TO START. LOCATION SHOULD NOT /� \ i` _ _ _ IMPEDE CUSTOMER FLOW OR FIRE EGRESS PATH. TO PANE GC TO LOCATE FINAL TOWER LOCATION WITH A ASDASHEOD N — i�� f lv) «'�\ I TAPE OUTLINE ON THE FLOOR. GC ALSO TO LOCATE CAL AND FIRE - �� t ( 1 PROTECTION) NNECTION WITHIN OUTLINE AND \ I II POTENTIAL STAGING AREAS � \-\ b O� , LABEL THE TAPE WITH APPROPRIATE UTILITY \ AUTOMATED EQUIPMENT \ \ O O 3' 9 1/4" I /\ TOWER BY VENDOR REMOVE EXISTING \ I(' L 7" 41 TO BASE FIXTURES AS �' ILOCATE PLAN WITH \ Ii TO BASE P 0) CABINETS SIDE PER ID PLAN SHOWN DASHED \ / i z EXISTING FLOORING TO REMAIN. IF EQUIPMENT WAS i / \ 4 I, LOCATION OF X \ \\� e/ I ` / REMOVED OR REPAIR ANDATED EXPOSING CLEANTO MATCHDAMAGEDEXISTING \/ PREFERRED FORKLIFT w \ AREAS, \ I I; r / PICKUP AUTOMATED PER SPEC SECTION 03905 I PATH/EQUIPMENT i EQUIPMENT AREA w CRATE COORDINATE . I ��< o z \ FRONT PATH W/VENDOR. I ��\.T.• r . N a / ALIGN FACE OF AUTOMATED \ \\ ) J1 • < \ EQUIPMENT TO FRONT OF STORE \ / I< �� Q 40 I �"N POWER POLE. FURNISHED BY I OD • • �• 0 \ / . OWNER, INTALLED BY GC. \ F: `` •• I' - Z\ o REF ELECTRICAL \ — Cofig ti - - - f II\ / r (-) \ ' 4 --,Ictsssinositxtottopip I ; --- R ; —7 ./ ./ 6'' , I U CABINET FURNISHED AND \ \/{L�,/ � I. m INSTALLED BY VENDOR \ I I _ ! �, ~ I 9 9 _� . I I REF 4 A1.2 ') POTENTIAL STAGING AREAS � ;! il DOCUMENTS THAT DO NOT m \ I �, 0i I — HAVE THE ARCHITECT OR ro ' �i !! Il ° '!' GC SHALL INSTALL i ENGINEER OF RECORD SEAL I cci — �, 1 ,, ;, — J j OWNER FURNISHED I I AND SIGNATURE SHALL BE • _ _ _ _ _ _ WALL PANEL CONSIDERED NOT FOR `� Hi I` SYSTEM REF 6-A1.2 CONSTRUCTION �T B 1 1 — — — ac I 0 I FLOOR PLANS C i_ AND DETAILS M Ln � I co N c N 3 0 STAGING AREA AND DELIVERY PATH \ AUTOMATED EQUIPMENT FLOOR PLAN DEMOLITION FLOOR PLAN N _2j 1 SHEET: m m D 1 .2 U PROTECTION CRITERIA BASED ON 2010 NFPA 13 SPRINKLER SYMBOL LEGEND APPLICABLE CODES GENERAL NOTES b2 OCCUPANCY HOSE MAXIMUM SPRINKLER SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR CLASSIFICATION DENSITY ALLOWANCE SPACING COMMENTS NFPA STANDARDS EDITION 1. THE DESIGN SHOWN ON THESE CONTRACT (GPM) (SQ FT) • 314" TYCO ELO 231 B TY5251 BRASS PENDENT 286 11.2 NFPA 13 2013 DOCUMENTS HAS BEEN PREPARED FOR APPROVAL CLASS I-IV TO 16'-0", NONENCAPSULATED; 13: FIGURE 16.2.1.3.2(d)CURVE G, FIGURE NFPA 24 2013 BY THE AUTHORITY HAVING JURISDICTION AND TO AUTOMATED EQUIPMENT 0.45/ENTIRE AREA 500 100 16.2.1.3.4.1, HIGH TEMP SPRINKLER, OWNER ELECTED DENSITY PROVIDE GUIDANCE FOR BIDDING. THE architecture REFER TO SHEET Cl FOR APPLICABLE CODES CONTRACTOR SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS REQUIRED BY +engineering SPECIFICATION SECTION 01330. CONTRACTOR CONTACT INFORMATION SHALL BASE DRAWINGESIGN ON THE FIRE PROTECTONSHOP DRAWINGS AND©PECFICATIONS. 2809 Ajax Avenue 2e100 Rogers Arkansassas772758 SPRINKLER SHOP DRAWINGS SHALL INCLUDE ALL Phone: 6 Fax:479.636.1209 79.638.3545 5 NECESSARY ELEVATIONS, HANGER LOCATIONS, PIPE DOCUMENTS INCLUDE JURISDICTIONAL LENGTHS, DIMENSIONS, FABRICATION Engineer of Record REQUIREMENTS PROVIDED BY THE FOLLOWING METHODS/NOTES, MATERIAL DATA,AND ANY OTHER Brandon Edward Hampton,P.E. CONTACTS: INFORMATION NECESSARY TO CLARIFY THE INTENT Oregon License No.92890 PE OF INSTALLATION. CONTRACTOR SHALL PROVIDE FIRE SPRINKLER REVIEWING AUTHORITY: PIPE SIZES, SPRINKLER SPACING,AND ALL SYSTEM MIKE DUYCK, FIRE CHIEF CONFIGURATIONS AS SHOWN.ANY ALTERNATES IN • (503)649-8577 DESIGN OF THE SYSTEM OR IN MATERIALS OR w EQUIPMENT USED MUST BE APPROVED IN WRITING w a _ r ° w w o o w VIA THE REQUEST FOR INFORMATION PROCESS BY D. o F o W 2 z H 0 5 z E KEYNOTES THE FIRE PROTECTION ENGINEER OF RECORD PRIOR W a ?_co LL w w o 0 a El o TO ANY BIDDING, FABRICATION, OR INSTALLATION. ce a¢ ,-o¢w w a m¢az o opo w ww „‹ ' w,cm _,zzact�c =a> ooIaw2. CONTRACTOR SHALL COORDINATE LOCATIONS OF 0 < U wMz a wecOW 13.920 EXISTING SPRINKLERS AND BRANCHLINES TO FIRE PROTECTION COMPONENTS INCLUDING PIPING, o �, o zozZ p c 1 oz Zo REMAIN. ALARMS, DRAINS, TEST POINTS, ETC., WITH ALL �l aemo'-av 13.975 DROP 1" PIPE TO 12"ABOVE AUTOMATED ARCHITECTURAL, STRUCTURAL, MECHANICAL,AND 0 gad-1z i5_ °oor CL aawV2wa Q50Uo J EQUIPMENT. CONNECT SEMI-RECESSED ELECTRICAL COMPONENTS. OBSTRUCTIONS TO p n a,lz t. '-x aw ww H_ PENDENT SPRINKLER TO 4'-0" FLEXIBLE DROP. SPRINKLER DISCHARGE MUST BE CONSIDERED H�'- o, Sr_o w`cif'S a a H REF 3-FP1. CONNECT TO NEAREST BRANCHLINE. DURING SHOP DRAWING PRODUCTION AND INSTALLATION. EXTRA SPRINKLERS MAY BE REQUIRED AT NO ADDITIONAL COST TO THE OWNER. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 3. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR QUESTIONS RELATED TO THE FIRE PROTECTION DOCUMENTS. co 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM z CHORD OF THE BAR JOISTS. H J m 5. NEUTRALIZATION/DEMISING WALLS ARE SHOWN ON up z THE ARCHITECTURAL DRAWINGS. REFER TO THE 0 MECHANICAL DRAWINGS FOR NEUTRALIZATION WALL PENETRATIONS. 6. SPRINKLER SYSTEMS WILL BE MONITORED BY AN w OFF-SITE CENTRAL STATION INCLUDING TAMPER cC SWITCHES ON ALL CONTROL VALVES AND FLOW 0- SWITCHES. % 0 a H LU 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME C3, THAT ANY CURTAIN BOARDS OR DRAFT CURTAINSO O Z I WILL BE INSTALLED PRIOR TO THE SPRINKLER Y PIPING. CONTRACTOR SHALL BE RESPONSIBLE FOR O a PROPER PENETRATIONS OF THE CURTAIN BOARDS 0 O OR DRAFT CURTAINS AND SEALING WITH APPROVED FIRE CAULKING. nW�/ a) 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES ID 0 Q 'n ' SHALL BE "FIRE CAULKED"WITH APPROVED Z c� CAULKING PER METHODS REQUIRED BY THEo0 AUTHORITY HAVING JURSDICTION, AND PROJECT E LL1o o SPECIFICATIONS. 9. THE FIRE PROTECTION ENGINEER OF RECORD WILL I I NOT BE RESPONSIBLE FOR THE CONTRACTOR'S 0 (9 FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION w m PROCEDURES AS SET FORTH BY THE GENERAL 2 CONTRACTOR, SUB-CONTRACTORS. THEIR z RESPECTIVE EMPLOYEES, OR ANY OTHER PERSON o AT THE JOBSITE OTHER THAN THE ENGINEERING q FIRM'S OWN EMPLOYEES. 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE ISSUE BLOCK ELECTRICAL ROOMS. NO MAIN PIPING SHALL PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. __ 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ AND THE FIRE PROTECTION ENGINEER OF RECORD. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD OR COORDINATION CHANGES ON THE - INSTALLATION DRAWINGS. ONCE COMPLETE,THE CONTRACTOR SHALL SUPPLY ONE COPY OF AS-BUILT DRAWINGS TO THE FIRE PROTECTION ENGINEER OF RECORD FOR THEIR USE. 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND INSPECTORS TEST CONNECTION DISCHARGE AWAY FROM FINISHED SURFACES AND PIPE TO APPROVED DRAIN LOCATIONS. THE CONTRACTOR WILL BE BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR CHECKED BY: JDM CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE DUE TO WATER DISCHARGE DRAWN BY: ANJ FROM SPRINKLER SYSTEM DRAIN DOWNS. 13. ALL HANGER CONNECTIONS SHALL BE MADE TO PROTO CYCLE: 03-29-19 THE TOP CHORD OF STRUCTURAL JOIST UNLESS DOCUMENT DATE: 06-26-19 NOTED OTHERWISE. USE OF SELF TAPPING AND POWDER DRIVEN THREADED ROD ANCHORS INTO ROOF DECK OR STRUCTURE IS PROHIBITED UNLESS OTHERWISE NOTED. PIPE TABLE (WET) 1"TEE WITH PLUG SUPPLY FROM WET PIPE SPRINKLER SYSTEM PRODUCT NOMINAL INSIDE PIPE SIZE DIAMETER DYNA-F _ --- - 2.203 %, DYNA-FLOW --....- ---Zz" 2.703 ' ' DYNA-FLOW —�� 3.314 . FIRE PROTECTION CORRUGATED DYNA-FLOW . =-4" 4.310 CONTRACTOR SHALL INSTALL i• STAINLESS STEEL HOSE i ti PIPE THROUGH HOLE P. DYNAHFt 1.080 WITH STAINLESS STEEL E13 PROR RESERVED FOR SPRINKLER BRAID 4' LENGTH. DYNA-TH- =I -p' 1.4080 00 ��P FS INSTALLATION. ViMik ��� NGIN+�F s�o tv �' 'Q DYNA-THREAD --•"'"S-"---I.639 �' 92890 r 44. WALL PLATE NOTE TO CONTRACTOR: DYNA-TF2.104 ______itL.,. DO NOT ATTACH TO UNIT _ / '� FP1 PROVIDE A SIGN WITH THE e° SCHEDULE-1-0 -" 2.157 ri�-7 FOLLOWING STATEMENT AND �:;JSai"' - MULTI-PORT BRACKET ~' __ tO + I +'' • 615 fl- ATTACH TO THE TOP OF THE ADJUSTABLE HUBS INSTALL AS LOW AS POSSIBLE I! ^ OREGON ,0` SCHEDULE 2.635 `F j' ' ,off, 14,2e tit (�,J %. I IFF AUTOMATED EQUIPMENT. SCHEDULE __.,gill "FLEXIBLE DROP !S 3-260I METAL_ STUD (OR APPROPRIATELIE , A ,� r'., PRESSURIZED. PRIOR TO °' RIGID SURFACE). SCHEDULE -- 4.260 .�� �,, I — REMOVING FIRE SPRINKLER — {13.920 •� -} • ( SCHEDULE 10 - ---- '--- - 6.357 EXPIRES: r ! G/a 1 y1! y a,> ._ DAIN FIRE PROTECTIONOil, 11: amil�� ,v14, , s SYSTEM AND 1" DROP" SCHEDULE , " 8.249 C /. 5�1�i ��spa — ,, 1! i 1 r SELF TAPPING AUTOMATED EQUIPMENT SCHEDULE 4I3 - 1.049 FT.'4YYl'I fr!.�_ . �A,�, SCREWS PANEL(ROOF) 0 SCHEDULE " I - -4 1.380 13.975 x J SCHEDULE i .z 161 0 DOCUMENTS THAT DO NOT — J -� HAVE THE ARCHITECT OR �% —��MrE SCHEDULE 7 ��� ��� 2.067 1" MAX. IA i.n� .i.�i T /q ENGINEER OF RECORD SEAL PENDENT SPRINKLER - ----- AND SIGNATURE SHALL BE NO ESCUTHEON PIPE SIZES SHOWN ARE FOR HYDRAULIC CALCULATIONS PURPOSES ONLY. AUTOMATED CONSIDERED NOT FOR REQUIRED REFER TO SPECIFICATIONS FOR ALLOWABLE SUBSTITUTIONS. EQUIPMENT CONSTRUCTION KEY PLAN PENDENT SPRINKLER WITH FLEXIBLE PIPING PIPE DIMENSION TABLE IN LANE TOWER FIRE SPRINKLER PLAN 4 1" = 40'-0" GI NTS 0 NTS 118" = 1'-0" FIRE PROTECTION PLAN EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND EXACT"AS-BUILT" CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE SHALL FIELD VERIFY ALL EXISTING CONDITIONS I TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET: DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF F P 1 EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. ELECTRICAL SYMBOLS GENERAL POWER NOTES POWER DROP SCHEDULE GENERAL NOTES b2 LEGEND INSTALL FURNISHED POWER POLE. MOUNT JUNCTION BOX(ES)TO TOP SIDE OF 03.30.18 02.23.18 BOTTOM CHORD OF BAR JOIST. PROVIDE 318" FLEXIBLE METAL WHIPS FROM 07.28.17 05.25.18 (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) 1. TELEPOWER POLE(S): MOUNT JUNCTION BOX(ES)TOJUNCTION BOX AND CONNECT AT TOP OF POWER POLE. CABLE WHIPS TO POWER POLE SHALL BE INSTALLED IN A NEAT AND WORKMAN LIKE MANNER. NO. DESCRIPTION 1. FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, TOP SIDE OF BOTTOM CHORD OF BAR JOIST. INSTALL ROUTE WHIPS TO TERMINATIONS ALONG UNISTRUT OR STRUCTURE AND FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR SYMBOL DESCRIPTION FURNISHED POWER POLE AND TERMINATE WIRING SUPPORT EVERY 12"TO 24 EXCESS CABLE SHALL BE KEPT TO A MINIMUM AND PD1 MOUNT RECEPTACLE(S) ON TOP OF DISPLAY INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, NESC, FO 1=/0LIGHT FIXTURE TO JUNCTION BOX. PROVIDE UNISTRUT SUPPORTS TIGHTLY COILED AND ATTACHED TO UNISTRUT OR JOIST. UNIT(S) STATE, AND LOCAL CODES,AND MANUFACTURERS AND HARDWARE TO SECURE TELEPOWER POLE RECOMMENDATIONS. PAY ALL NECESSARY FEES AND PERMITS. architecture (WALL MOUNTED/CEILING MOUNTED) PLUMB TO BUILDING STRUCTURE. REF POWER POLE PD2 MOUNT RECEPTACLE(S) 6"ABOVE BASE OF DISPLAY +engineering 0 I LIGHT FIXTURE CONNECTION DETAIL. NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST ON UNIT(S) SO THAT RECEPTACLE(S)AND CONDUIT A. NO CIRCUITRY SHALL BE ALLOWED TO BE ROUTED ACROSS THE engineering WEB MEMBERS, JOIST BRIDGING, OR ROOF DECK. MAINTAIN DO NOT INTERFERE WITH SHELF HEIGHT ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. 2809 Ajax Avenue Suite 100 LIGHT FIXTURE, 2. PROVIDE LIQUID-TIGHT FLEXIBLE METAL CONDUIT MINIMUM 6" CLEARANCE FROM TOP OF POWER POLE TO ADJUSTMENTS B. ALL EQUIPMENT SHALL BE UL LISTED WHERE APPLICABLE. Rogers Arkansas 72758 NIGHT LIGHT AND WIRING FROM DISCONNECT SWITCH OR ROOF DECK. JUNCTION BOXES AND RACEWAYS SHALL NOT C. ARRANGE ALL WORK TO MINIMIZE DISRUPTIONS TO STORE Phone:479.636.3545 JUNCTION BOX TO EQUIPMENT KNOCKOUT ORBE MOUNTED WITHIN 1-1/2" OF DECK. PD3 PROVIDE DIRECT CONNECTION TO EQUIPMENT OPERATIONS. COORDINATE ALL DISRUPTIONS WITH WALMART Fax:479.636.1209 VOLUMETRIC LIGHT FIXTURE ELECTRICAL CONNECTION POINT. , /iCONSTRUCTION MANAGER AND STORE MANAGER. PD4 OPEN STRUCTURE: MOUNT RECEPTACLE AT BAR D. CONTRACTOR SHALL VERIFY ALL WALL FINISH THICKNESS Engineer of Record JOIST AND INSTALL FURNISHED CORD REEL. BEFORE INSTALLING BOXES. FURNISH AND INSTALL EXTENDED Keith Allen Williams.P.E. V 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE POLES ARE ABLE TO BE FIELD CUT FOR AREAS THAT HAVE Oregon License No.93708PE TRACK LIGHTING DEVICE RATING DIFFERS FROM SIZE PROVIDED, LOWER STRUCTURE OR CEILINGS. FOLLOW MANUFACTURER BOXES OR BOX EXTENDERS WHERE REQUIRED. CHANGE OUT BRANCH CIRCUIT WIRING AND INSTRUCTIONS FOR CUTTING. WHEN PENETRATING GYP LAY-IN CEILING: PROVIDE RECESSED CEILING E. CONTRACTOR SHALL VERIFY THAT ALL AFFECTED / ® EXIT FIXTURE RECEPTACLE AND INSTALL FURNISHED CORD REEL PANELBOARDS HAVE CIRCUIT BREAKER KNOCKOUTS (WALL MOUNTEDICEILING MOUNTED) PER NEC.RRENT DEVICE TO APPROPRIATE RATING \� BOARD CEILINGS OR SOFFITS COORDINATE LOCATION AND \QUANTITY OF ACCESS PANELS TO MAINTAIN ACCESS PER NEC BELOW CEILING. CORD REEL SHALL BE MOUNTED PROPERLY COVERED ANDTHAT ALL TRIM IS IN GOOD 1^P EMERGENCY LIGHT REQUIREMENTS WITH ARCHITECT. SECURE TOP OF POLE PER TO CEILING FAN RATED JUNCTION BOX SECURED CONDITION, ALLOWING NO ACCESS TO LIVE PARTS. w �o rrwo-} / P� TO LAY IN CEILING WITH T-BAR BOX HANGER. W w o (WALL MOUNTED/CEILING MOUNTED) 4, ELECTRONIC FIRE PROTECTION/SECURITY ALARM MANUFACTURER INSTRUCTIONS. BOXES AND CONDUITS SHOWN ON POWER PLANS PROVIDE 112"THREADED STEEL ROD FROM 2. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: cn ° n o z�o o_z o z / om EMERGENCY LIGHT REMOTE HEADS SHALL BE PROVIDED UNDER THIS CONTRACT. IN JUNCTION BOX TO BOTTOM OF STRUCTURAL JOIST A. FIRE RATED WALLS: SEAL PER SPECIFICATIONS FOR FIRE w Z o EXTEND POWER PROVIDE PVC SLEEVE LENGTH 12' - o o Q o WALL MOUNTED/CEILING MOUNTED) OR CHANNEL STRUT BRIDGING ABOVE FOR STOPPING. ¢F a h'�rr z 0 ( ADDITION, UNLESS NOTED OTHERWISE,THE POLE 12" MIN. MIN. TO 36" MAX. TO ACCOMMODATE cc w u¢i ~¢‹o a w¢ oo m FOLLOWING GENERAL NOTES APPLY: SUPPORT. B. NEUTRALIZATION AREA: SEAL PER MECHANICAL DETAIL. 0 z¢ d, WITHIN PVC SLEEVE VARIATIONS IN STRUCTURE HEIGHT. ¢o¢o= LL SINGLE POLE SWITCH r C. FREEZER/COOLER BOXES: SEAL WITH EXPANDING FOAM A. ALL ALARM JUNCTION BOXES SHALL BE / Z ¢-' 00- o w w o= 4"X4"X2-1/8" MINIMUM. -��� I SEALANT. O ,o Z,; o z Q.v o I-z %/ KEYNOTES �w� ¢��w $3 3-WAY SWITCH B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH • D. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR Q z�� o zo?a a o SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED DEVICES, o z�``� PULL WIRE AND INSULATING BUSHINGS AT END . f D CC ad z v° ..-5,, < ` ( FIXTURES, ENCLOSURES,AND RACEWAY PENETRATIONS. n o, �o a_-u 5 z aO o 0 OF VERTICAL RACEWAY RUN. _ _ 4 4-WAY SWITCH C. VERTICAL RACEWAYS FROM ALARM BOXES \ i- w" z,-~o ¢o W „,.. ,�� �.,,,�_��, .,�, C� F D.- o o m a 0 w is i<F- SHALL BE EITHER CONCEALED INSIDE WALL OR l - .. - \ I 3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE _ 16.032 CONNECT CIRCUIT TO POWER POLE WHIP WIRED PER NEC IN PVC TYPE CONDUIT, POWER AND LIGHTING CIRCUITS,K KEYED SWITCH SURFACE MOUNTED (TO MATCH JUNCTION BOX PROVIDE 2-112" TO ORANGE TWIST-LOCK RECEPTACLES. ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT MOUNTING). ALL VERTICAL RUNS SHALL BE UNISTRUT INSTALL CEILING FLANGE PROVIDE UNISTRUT PER 16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLT SHALL BE SIZED PER NEC BASED ON THWN 600 VOLT COPPER TURNED 90-DEGREES AT TOP SIDE OF BOTTOM PROVIDE UNISTRUT PER STRAP TO FURNISHED WITH POLE WHEREVER SPECIFICATIONS. LENGTH AS D DIMMER SWITCH CHORD OF BAR JOIST AND EXTENDED POLE PASSES THROUGH CEILING CIRCUIT(S). FEED FROM PANELBOARD AS SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING HORIZONTALLY TO A LOCATION ACCESSIBLE BY SPECIFICATIONS. LENGTH AS FIRMLY CLAMP REQUIRED TO SPAN JOISTS. SECURE INDICATED. PROVIDE 20A-1P CIRCUIT BREAKER, CONDUCTOR. $VS VARIABLE SPEED SWITCH VERTICAL FLOOR TYPE LIFT. REQUIRED TO SPAN JOISTS. TO CONDUIT ,,,, INSTALL TWO-PIECE, SELF-ADHESIVE TO BOTTOM CHORD OF BAR JOIST. IF NEEDED. E.C. SHALL MATCH TYPE AND AIC SECURE TO BOTTOM CHORD FLANGE FURNISHED WITH POLE RATINGS OF EXISTING CIRCUIT BREAKERS. E.C. 4. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED 5. UPON COMPLETION OF ELECTRICAL INSTALLATION OF BAR JOIST WHEREVER POLE PASSES THROUGH SHALL VERIFY PRIOR TO ROUGH-IN THAT FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON M MANUAL MOTOR SWITCH �■� EXTENDER ARM 1 PROVIDE 114" BOLT AND EXISTING PANELBOARD HAS SPARE CAPACITY PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH AND PRIOR TO ENERGIZING CIRCUIT: - • �. MILLWORK, EXCEPT AT CHECKOUTS 1-1/4" FENDER WASHER,TYP TO ACCOMMODATE ADDITIONAL LOAD. SINGLE POLE OCCUPANCY ? POWER POLE MASONRY: A. INSPECT WIRE AND CABLE FOR PHYSICAL JUNCTION BOX 16.471 FURNISH AND INSTALL NEW 20 AMP, 120 VOLT A. SWITCHES x•44" SOS DAMAGE. SECURED TO BAR UNISTRUT SENSOR SWITCH 1 ! ISOLATED GROUND CIRCUIT(S). FEED FROM B. RECEPTACLES +20" z B. PERFORM CONTINUITY TEST. JOIST OR UNISTRUT DOUBLE POLE OCCUPANCY C. VERIFY PROPER PHASING CONNECTION TO ALL 2 112" PVC MILLWORK PANELBOARD AS INDICATED. PROVIDE 20A 1P G. VOICEIDATA(REFER TO SCHEDULE) $OS2 CIRCUIT BREAKER, IF NEEDED. E.C. SHALL m SENSOR SWITCH THREE PHASE MOTOR LOADS. CONDUIT 1 (fEE1--- PROVIDE UNISTRUT MATCH TYPE AND AIC RATINGS OF EXISTING 5. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN Z � I CIRCUIT BREAKERS. PROVIDE ORANGE COVER CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. ((( OS ))) CEILING MOUNTED OCCUPANCY 6. REPLACE ANY MISSING, DAMAGED OR BROKEN P1026 ANGLE FITTING SENSOR SWITCH RECEPTACLES AND COVER PLATES THROUGHOUT ,., OR EQUAL PLATES ON ALL ISOLATED GROUND DEVICES u THE INTERIOR AND EXTERIOR OF THE STORE. `' II WITH CIRCUIT NUMBER ENGRAVED UNLESS 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE I j , SPACERNOTED OTHERWISE. E.C. SHALL VERIFY PRIOR PANELBOARD IDENTIFICATION SCHEDULES FOR PANELBOARDS, INCLUDED III TO ROUGH-IN THAT EXISTING PANELBOARD HAS AFFECTED BY REMODEL. w PROVIDE TWISTLOCK POWER POLE �� WITH FOOT III SPARE CAPACITY TO ACCOMMODATE cc RECEPTACLE, DUPLEX, 20A WIRE SIZING SCHEDULE "KELLUMS" STRAIN "' RECEPTACLE. SIZE RECEPTACLE �� -...------z., � ADDITIONAL LOAD. 7. NEW OVERCURRENT PROTECTIVE DEVICES INSTALLED IN EXISTING cL MOUNTED HORIZONTALLY RELIEF BASED ON RATINGS OF BOTTOM PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE Q a. CONTAINMENT GRIP PROVIDE 1-1/4" FENDER 16.472 FURNISH AND INSTALL NEW CIRCUIT BREAKER EQUIPMENT BEING SERVED WASHER, LOCK WASHER / CHORD OF BAR (#p#A#P) IN EXISTING PANEL INDICATED. E.C. AND AIC RATING OF EXISTING OVERCURRENT PROTECTIVE O w Q RECEPTACLE, GFI 1/4" TAPCON+ i FINISHED JOIST DEVICES. CD ALL WIRE SIZES SHOWN ON PANEL SCHEDULES ARE � FLOOR AND NUT, TYP SHALL MATCH TYPE AND AIC RATINGS OF a DROP CORD TO EXISTING CIRCUIT BREAKERS. E.C. SHALL INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. EMBEDMENT, POWER POLE FOOT 8. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM#12 AWG O O Y ® RECEPTACLE, DUPLEX FLUSH FLOOR CONNECTOR AS BE TYPE SO TYP VERIFY PRIOR TO ROUGH IN THAT EXISTING z U SPECIFIED FOR (FOR FREESTANDING PANELBOARD HAS SPARE CAPACITY TO UNLESS NOTED OTHERWISE IN SCHEDULES.WHERE 20A BRANCH RECEPTACLE, DUPLEX ISOLATED THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE EQUIPMENT \ff, POLES) ACCOMMODATE ADDITIONAL LOAD. CIRCUITS HAVE#8 AND LARGER WIRE SPECIFIED,#10 AWG WIRE GROUND FLUSH FLOOR WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). 16.492 E.C. SHALL COORDINATE WITH GENERAL SHALL BE USED FOR THE FINAL CONNECTION (15 FT MAXIMUM). w LENGHTS (IN FEET)ARE INTENDED TO BE MAXIMUM. WHEN INSTALLING ENTERTAINMENT TABLE (ENT) POWER WHERE POWER POLE FOOT IS TO BE INSTALLED ON TILE, RUBBER CONTRACTOR AND ARCHITECTURAL POLE, A SEPARATE SPACER IS PROVIDED TO BE INSTALLED FLOORING, OR CARPET, REMOVE PORTION OF THE FLOORING TO ALLOW 9. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND Ccd RECEPTACLE, DOUBLE DUPLEX 120 VOLT #12 #10 #8 #6 DEMOLITION PLANS THE EXTENT OF ELECTRICAL CDO IN SPACE BETWEEN SIDE OF MILLORK AND POLE. ENSURE FOOT TO BE SECURED DIRECTLY TO THE FLOOR SLAB. REFER TO SPEC DERATE CURRENT CARRYING CONDUCTORS PER NEC. PROPER POLE ORIENTATION TO ALLOW POLE AND SECTION 05090. DO NOT INSTALL DIRECTLY ON TOP OF TRANSITION STRIPS. DEMOLITION. REMOVE CONDUITS AND WIRES 1 5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. Z RECEPTACLE, DUPLEX ALL THE WAY BACK TO ORIGINATING JUNCTION iii BRACKET TO BE MOUNTED FLUSH WITH THE TABLE. SECURING THE FOOT DIRECTLY ON TOP OF VCT FLOORING IS ACCEPTABLE. 10. PROVIDE UL LISTED HANDLE TIES ON ALL MULTIWIRE BRANCH 2 ISOLATED GROUND 6 10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. BOXES OR PANELBOARDS. DEMOLITION SHALL CIRCUITS PER NEC REQUIREMENTS. ❑ tY NOT AFFECT ACTIVE CIRCUITS. LABEL 1* RECEPTACLE, ISOLATED GROUNDBLE DUPLEX, 11 15 AMPS 70 FT. 110 FT. 165 FT. 255 FT. 11. SUPPORTS FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE I- DEMOLISHED CIRCUIT(S) IN PANELBOARDS AS SUSPENDED DROP CORD POWER POLE CONNECTION "SPARE". COORDINATE EXACT REQUIREMENTS {n d RECEPTACLE, SIMPLEX TWIST LOCK, I 277 VOLT #12 #10 #8 #6 /� WITH EXISTING CONDITIONS PRIOR TO BID. SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE I Q �} NTS ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE r 0L5 15R, UNO 1 5 AMPS 480 FT. 760 FT. 1170 FT. 1865 FT. 0 NTS 16.957 CONNECT CIRCUIT(S)TO EXISTING BRANCH ELECTRICAL SYSTEM INSTALLATIONS. ���}} '_ 4111/- RECEPTACLE, SIMPLEX TWIST LOCK, I 6-10 AMPS 240 FT. 380 FT. 585 FT. 930 FT. CIRCUITRY. MINIMUM WIRE SIZE AND ISOLATED GROUND, L5-15R, UNO 11-15 AMPS 160 FT. 250 FT. 390 FT. 620 FT. PANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE, 12. DEVICES SHOWN ON COOLER/FREEZER PANELS SHALL BE • RATING,AND CONDITION OF EXISTING BRANCH RECEPTACLE, DUPLEX TWIST LOCK, SURFACE MOUNTED UNLESS NOTED OTHERWISE. SEAL DEVICES TO L5-15R, UNO CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO m ONLY CHECKSTAND POWER POLES DESIGNATED AS"UPS" ENSURE THAT THEY MEET REQUIRED SIZE,AND COOLER/FREEZER PANELS WITH SILICONE SEALANT. ISOLATED0 RECEPTACLE, DUPLEX GROUND, 5-15RSUNO CK' POWER DROP NOTES ALL U.L. RATINGS AND REPLACE AS REQUIRED. SHALL BE CONNECTED TO A UPS CIRCUIT. NO EXISTING TELEPOWER POLES SHALL BE SECURED SIMILAR TO DETAIL 13. SURFACE MOUNTED CONDUIT ON COOLER/FREEZER PANELS OR IN Z CHECKSTAND BELTS OR COOLERS ARE PERMITTED TOdt RECEPTACLE, SPECIAL 03.27.15 FOOD PREP AREAS SHALL BE INSTALLED WITH GALVANIZED 1/2" m RE USE EXISTING CIRCUITS FOR THE CHECKOUTS THAT ARE TO BE DEMOLISHED, BEFORE ADDING NEW CIRCUITS. CONNECT TO UPS POWER. 4-E1 WITH OPTION OF UTILIZING 2 112" RIGID PVC SPLIT DUCT TYPE SLEEVE FROM PRIME CONDUIT MEW INC, VIKIMATIC OR STANDOFF CONDUIT HANGERS TO ALLOW FOR CLEANING. O 1. POWER DROPS WILL BE IDENTIFIED BY AN IPTV TAG INNERDUCT. COORDINATE WORK WITH WALMART STORE MANAGER 14. ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM AND RECEPTACLE, SIMPLEX OR POWER TAG, I.E. 44A, 46E, ETC.ALL CHECKOUT PROVIDE LISTED HANDLE TIE BETWEEN CIRCUIT BREAKERS AND CONSTRUCTION MANAGER TO MINIMIZE DISRUPTIONS TO STORE BRANCHCIRCUITS NOTED BY LEGEND SHALL BE INSTALLED UNDER • POWER SHALL BE CONSIDERED POWER DROPS. VERIFY NUMBER OF BEVERAGE COOLERS ON FINAL SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP OPERATION AND ANY EQUIPMENT SERVED BY EACH POWER POLE. SLAB.ALL OTHER FEEDER AND BRANCH CIRCUITS SHALL BE ISSUE BLOCK MERCHANDISE PLAN. LOAD ON CIRCUITS SHALL NOT INSTALLED OVERHEAD. PROVIDE EXTERIOR COATED GRC BENDS RECEPTACLE, PLUG-MOLD 2. A REVISION OF THIS PLAN BASED ON THE FINAL EXCEED 15 AMPS INCLUDING CHECKOUT LOAD. IF ON ALL CONDUIT RUNS THAT HAVE 45 DEGREE BENDS OR MERCHANDISE LAYOUT MAY BE ISSUED TO SHOW QUANTITY SHOWN EXCEEDS THIS ALLOTMENT, FURNISH PLUG IN ALL COOLERS TO NEAREST POWER POLE. EXISTING CHECKOUTS GREATER. REF SPECIFICATIONS. O JUNCTION BOX FINAL LOCATIONS FOR THE POWER DROPS. IF THE AND INSTALL ADDITIONAL CIRCUITS AS REQUIRED AND NO MORE THAN TWO COOLERS ARE PERMITTED TO BEING REMOVED: (16.492) 6 • (WALL MOUNTED/CEILING MOUNTED) MERCHANDISE PLAN DOES NOT CHANGE, THIS PLAN SIZE CONDUCTORS FOR LOAD AND VOLTAGE DROP. CONNECT TO A SINGLE POWER POLE. 15. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION COUPLINGS THERMOSTAT WILL NOT BE REISSUED. PROVIDE CIRCUITRY TO REFER TO THE 20 A WIRE SIZING SCHEDULE ON SHEET E1. AND BRACING FOR ELECTRICAL EQUIPMENT AS REQUIRED BY O DISPLAY RACKS AS THE RACKS ARE SET. IN ADDITION, LOCAL CODES. (WALL MOUNTED/CEILING MOUNTED) THE FOLLOWING POWER DROP NOTES APPLY: 8'- 1" 7'- 11" 4' -0" 3'- 11" 7'- 11" 7' - 11" • 11'-6" 5'- 10" 5' -0" 7'- 11" 7'- 11" 7'- 11" 7'- 11" 4' - 10" 3'- 1" 8' - 10" 6' -7" 18'-7" 2'- 11" OALARM JUNCTION BOX, / / / / / / i A (WALL MOUNTED/CEILING MOUNTED) ' / / 2/ / // 2/ / 16. EXISTING ELECTRICAL AND ALARM: _ A. THERE WILL BE NO ADDITIONAL CHARGE FOR BL2A 10 $OB, A. WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS ALARM JUNCTION BOX, DROP RELOCATION WITHIN POWER DROP ZONES PD4 �.4�(16.957) EXISTING ELECTRICAL CIRCUITS FEEDING EXISTING EQUIPMENT, ® FOR REMOTE TEST/RESET DEFINED ON DRAWING. �� ,I CHECKOUT EXISTING DEVICES, OR LIGHTING TO REMAIN, BUT NOT SHOWN ON B. AT CLOSE OF PROJECT THE GENERAL BL2A-20 BL2,k-16 BL2A-26 BL26 16,18 DRAWINGS, PROVIDE LABOR AND MATERIALS TO REWORK (WALL MOUNTED/CEILING MOUNTED) CONTRACTOR AND CONSTRUCTION MANAGER BL2A-5 BL2A-33 BL2A-19 (16.470) BL2A-19 BL2A-23 BL2A-23 BL2A-1 BL2A 1 BL2A-3 BL2A-3 (---)160.957 (16.470 BL2A 16 BL2A 28 (16.472) TO REMAIN 16.957 16.957 16.957} 16.957) J (16.4701 J CIRCUITRY, AS REQUIRED, TO MAINTAIN EXISTING OPERATION. • SHALL REVIEW ADDITIONAL OR DELETED POWER (16.470)4 © }16.957 O J X16.957) 0. 16.957 16.957 _ l 1 16.957 - ( (16.957) J .� \ 30A0P B. IF DEMOLITION OR NEW CONSTRUCTION WILL DISRUPT OS SMOKE DETECTOR DROPS WITHIN EACH ZONE TO VERIFY ANY _ N R -- . - 82B,R �� -- .,,,� 1 -�+ 1 -1 1 •x90 ' iu<< `�' b # EXISTING UNDERGROUND SERVICES (ELECTRICAL, TELEPHONE, ( ups,A I�. . �. PS 0 $26 826 $oA NON-FUSED DISCONNECT DUE TO CHANGES. - _ BL2A-31 _ A _ UPS UPS U BL2U 6 il Il i r - PARKING LOTLIGHTING CIRCUITRY, ETC.) PROVIDE ALL ADDITIONAL CHARGES OR CREDITS THAT APPLY 82B d 0 UPS 0 .. _ 0 ❑� BL2A-31 BL2U-11 BL2U 11 BL2A 21 BL2U-6 BL2A-21 BL2U 6. BL2A-14 BL2A-14 PROVIDE 8/4 SO ��f I I MATERIALS AND LABOR AS REQUIRED TO REROUTE, SLEEVE, C. ADDING OR SUBTRACTING A POWER DROP TO 16.032 16.032 16.032 16.032 n ti a� 16.0321. CORD WITH L14-30 _ l ' I T OR OTHERWISE REWORK THESE SERVICES TO MAINTAIN THEIR ANY ZONE WILL RESULT INA CHARGE OR CREDIT (16.957) 16.957) -' (16.9577 16.957 E (16.957 (16.957) (16.957) Bo (16.957) 16.957] 16.957 (16,957) CORD CONNECTOR _ I I EXISTING OPERATION. FUSED DISCONNECT ACCORDING TO SPECIAL CONDITIONS. UPS I ✓ J o AT 1' 6"AFF I C. EXERCISE CAUTION AROUND ALARM AND SECURITY CABLES EQUIPMENT CONNECTION PUNT BL2U 11 a DURING DEMOLITION AND CONSTRUCTION. PROTECT ALARM D 3. PROVIDE JUNCTION BOX AND CIRCUITRY TO NEAREST \ \ BL2U-10 BL2A 7 - I I ) AND SECURITY CABLES FROM ACCIDENTAL DAMAGE SO THAT (PROVIDED WITH EQUIPMENT) 16.032) BL2U-5 JOIST ABOVE LOCATION SHOWN ON DRAWING. BL2A-33 (16.032) i,16.957 C° BL2U-5 L.--(, BL2U 5 :.�_ ( SYSTEMS REMAIN OPERATIONAL AT ALL TIMES. CIRCUIT, CONCEALED IN WALLS OR EXTEND CONDUIT AND CIRCUITRY FROM JUNCTION 16.957 16-957) 1'-10"telUPS16.032 1 BL2A 4 16.032 BL2A-12 16.432 D. DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE �� CEILING, E INDICATES EXISTING WIRING BOX TO ENDCAP OF DISPLAY RACK(AWAY FROM \ QO 3' 8" / (16.957) 16 471 UPS (16.957), 16.471) UPS (16.957) 16.471 - 1 1 NOTED. CIRCUIT, CONCEALED IN SLAB FLOOR, ACTION ALLEY). UPS TYP 4 �/ �' BL2U 3 . BL2A 25 BL2U 7 BL2A 25 BL2U-7 BL2A-9 BL2U-7 BL2A-9 +19 0 a. r "P ® J[} ip WO I I �_ E INDICATES EXISTING WIRING ® BL2A-37 16.D32 16.432 16.032 16.032 16.032 I 16.032 16.032 16.032 BL2A 2 BL2A 2 !_BL2U-10 UPS BL2A-12 ',BL2U 10 UP5 I I I 17. EXISTING ELECTRICAL DEMOLITION: CHECKED BY: KAW 4. PROVIDE CONDUIT, RECEPTACLE(S)AND FINAL 16.957 SIMILAR 16.032 16.957--- II- 16.470 16.957 16.470 16.957 ! 16.957 16.957 (16.95/7 (16.957 16.032 (16.95f) 16.032 I A. I -i-- . A. GENERAL: REMOVE OR RELOCATE EXISTING ELECTRICAL CIRCUIT, EXPOSED, CONNECTIONS AT DISPLAY RACK SHELVING PER r 16 470 J J - J J J J ONO ` 16.95716.957 EQUIPMENTCONDUIT, AND CONDUCTORS AS INDICATED ON THE DRAWN BY: TS E INDICATES EXISTING WIRING POWER DROP SCHEDULE UNLESS NOTED 01A 1 T O O O d Q \ BL2A-7 I e, L - OTHERWISE ON DRAWING. VERIFY EXACT HEIGHT PD1- \ -'ti >� UPS El l .II...- 1(] UPS zi-.... 1'i ''I'11 SUPS ` LOT UPS DRAWINGS, OR ONLY AS REQUIRED BY DEMOLITION. REMOVE LOW VOLTAGE WIRING AND LOCATION OF RECEPTACLE(S)WITH STORE _ BL2A 6 O QBL2A 27 Q Q O OBL2A-13 o a X16.957^c • 4 yam: 4 + MGH ALL PANELBOARDS, DISCONNECT SWITCHES, BOXES, RELAYS, PROTO CYCLE: 03-29-19 L2D1-22 h BL2A-27 BL2A 15 BL2A 15 BL2A-13 a ' BL2A-8 TIME SWITCHES, LIGHTS, DEVICES, ETC.,WHICH WILL NOT BE PLANNING SET-UP SUPERVISOR PRIOR TO 16.470) BL2A-37 (16.470 BL2A 6 16.470 16.470 (16.957) (16.957) (16.957) (16.957) in o N (16.957) REUSED. DOCUMENT DATE: 06-26-19 I-I CONDUIT SLEEVE INSTALLATION. -(16.470) �� \ (16.470) \ r ` - - !\f -- B B. SALES FLOOR: REMOVE UNUSED POWER DROP CONDUIT, 5. POWER DROPS FED FROM TRACK BUSWAY: 4'-5" 14'-6" 14'-8" 8'-8" 9'- 1" 5'-4" 3'-3" 9'- 1" 8' -8" 9'- 1" 8' - 8" 9'-4" 5'-6" M 3' -2" 4' - 3" 3'-9" 3' - 8" 3'-4" 4' - 1" 3'-5" 4'- 1" 3'- 5" 8'-0" C., CONDUCTORS AND RELATED DEVICES SERVING SALES AREA ' ' FLUSH MOUNTED PANELBOARD INSTALL PLUG-IN UNIT AT A POINT ON TRACK BUSWAY / 2/ // / / - i/ - �, ,/ / / / / / // / / / / / / / / / ,/ GONDOLAS BEING RELOCATED OR REMOVED. EXISTING CONDUIT AND CONDUCTORS MAY BE REUSED FOR NEW POWER NEAREST POWER DROP(S). I 6' S"� \-11" 3 -0" it CONDUIT WHERE SIZE, RATING,AND CONDITION MEET SURFACE MOUNTED PANELBOARD • ! REQUIREMENTS INDICATED ON PLANS AND ALL U.L. RATINGS. CHECKOUTPOWER PLAN REMOVE ALL UNUSED CONDUIT AND CONDUCTORS BACK TO TELEPHONE/DATA BOX FOR ISDMGH, MOUNT TO BASE OF DISPLAY UNIT. POINT OF ORIGIN WHENEVER FEASIBLE AND RELABEL 1/8" = 1`_0" DEMOLISHED CIRCUITS AS "SPARE". PROVIDE HANDLE DEVICE ROUTE 3/4"CONDUIT TO STRUCTURE AT THE LOW VOLTAGE CABLE �� TO LOCK"SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. SAME LOCATION AS THE POWER DROP. C. CONDUIT AND WIRING TO BE ABANDONED IN CEILING SPACES V BOX FOR OTHER 4 AND OTHER NON-PUBLIC AREAS(I.E., THROUGH STOCKROOM VI TELEPHONE, FLUSH FLOOR EXISTING CHECKOUTS BEING ' AREA): CUT WIRING LOOSE AND REMOVE FROM RACEWAY(S), REMOVED: LEAVING RACEWAY(S) IN PLACE. CONDUIT TO BE ABANDONED (16.492) ell /� / / IN WALLS OR FLOORS SHALL BE REMOVED BACK TO FINISHED MOTOR ? 7 \ / "] / SURFACE AND CAPPED INSIDE. REPAIR SURFACE(S)TO MATCH Q AUTOMATED \ f �' ADJACENT. TELEPOWER POLE EQUIPMENT' 00 D. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE IZI ABANDONED OR REMOVED SHALL REMAIN IN RESPECTIVE h_ ._ . _ ,o rte, - a _. PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE r r--- J - / � '1'�' � ���" "' ," ON DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK"SPARE" I Q PUSH BUTTON ) y 1�1iiil�,i,�i„�,i,i,ifi1�,�,.-r--vl.-1�I�,s--�v-I -- I CIRCUIT BREAKER IN THE"OFF" POSITION. RECEPTACLE TO BE LOCATED WITHIN 11' I 1 ,C �, E. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO Ep PRO,xF B BUZZER ,�,�„�,�,�:��,�,�,�I d,` 24" HORIZONTALLY OF THE FACTORY INSTALLED 1i 4 z 1 i 41* � SELECTIVE SITE DEMOLITION SPECIFICATION FOR DISPOSAL OF ��R '�� JUNCTION BOX. LOCATE RECEPTACLE %,�J tAnUIHIH, .� H)A 1N �SAIL SWITCH __, ill I. ' IIllNllllli 1: a- -- ' II_ � �� � LIGHT FIXTURE.0 F. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK ISS FACTORY INSTALLED 1 ALONG THE OUTSIDE EDGE OF TOWER lell I�M'r �I. m. �JUNCTION BOX �'+ SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR ty TP JUNCTION BOX WITH FOR EASE OF CONNECTION. COORDINATE ., ----= { ' ;i it 1- ititt lili '� i 1Q, HORN 15TROBE 10 CORD AND PLUG WITH G.C. PRIOR TO DEVICE INSTALLATION. mow' L , I I 1 I I 1 II1 11 II II [ 11 I II 1 - 1 11 1! E - ' ! + E II II CREATING DAMAGE OF ANY KIND IN THE FUTURE.--- - f I I -I I 11 11 1I11 1!I1 11II 1 1 I I _ .... i 1 I[• 11 _ 11 i H1 11rG] G 1 1 , ii ii 1 II ` 'I I II : 1 18. DATA AND PHONE CONDUIT INSTALLATION MILESTONE DATE: V-RECEPTACLE AT STRUCTURE FOR I . , 1 1 11 FI , , , 11 , I O 8 _ 1 1 '' ' n n 1 " = 11 I 11 I ALL RACEWAY AND CONDUIT SLEEVES FOR DATA AND PHONE "�l'10,� �� DH DOOR HOLD OPEN - DIM COMPUTER �- i € ti II ,! Ii k1 I _ L 11 1 Il = I CABLING TO BE INSTALLED 3 WEEKS PRIOR TO CONTRACT ILLEN'1 �� `'T I _ E . E N N N ° ` N N N N f� N N E N N N r` SUBSTANTIAL COMPLETION DATE, TC TIME CLOCK DATA CONNECTION �__. . . . _ _ _ J _ a L1-11 tom i= �' IF u o ° = 0, n it it tl w -I EXPIRES: & so to BY OTHERS. i � / _ I 1 a _ ❑ ® n n 11 11 11 1 11 li II 'i. E 1 +1 a "" ❑ I iI II II 11 n II 19. ETHERNET CABLE: -• i 11 e ! 11 ❑ ' 11 11 1 IF n 11 „r. BUSWAY LOCATION IS APPROXIMATE. ° u N 1 +i 1+ n n 11 ""T'�'�--, ' 11 I i kr 1 1� ,�ffi ■1 --I - - - ® A. FURNISH AND INSTALL JUNCTION BOXES AS SHOWN ON PLANS, qz-sfig 2'- 7" CONTRACTOR NEEDS TO VERIFY THE EXACT 11 FRONT �� "7" i ,, r la v • + r �wv] PROVIDE CONDUIT AS REQUIRED BY LOCAL CODES AND/OR / • r., .,.�*t.rrtti ii r� " ` n i ... . .; : , : .-... .0 ORDINANCES. ABBREVIATIONS ri, f, LOCATION OF BUSWAY. _ _ _® N " ' ' "n " ' v�-�`r-�' ' I ° DOCUMENTS THAT DO NOT ' >i ' • „ 11 +1 L. -J r1- ,� C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER L6-20 RECEPTACLE MOUNTED AT --1 \ -41---(16.470) . . ., _ . u „I +I i+ + n �I SWITCHING CONFIGURATION 16.472) CONTRACTOR TO FURNISH AND INSTAL NEW E o it li o o !mom .1 HAVE THE ARCHITECT OR AFFE ABOVE FINISHED FLOOR STRUCTURE AND FACING DOWN (20A 2P) /A, \ STARLINE BUS CIRCUIT BREAKER PLUG-IN / ) °° °° °° ' " ' moo N POLES. ENGINEER OF RECORD SEAL r ) N B u n I , , :,. ---� �1 . D. ELECTRICAL CONTRACTOR SHALL INSTALL OTHER CABLE AS AFGL ABOVE FINISHED GRADE UNITS AS REQUIRED. B 04 IIH3A IF9 --� � ' T AND SIGNATURE SHALL BE C CONDUIT •► r�` 11:*"." u o u u t u o-� I " n I _ DIRECTED BY WALMART CONSTRUCTION MANAGER. CONSIDERED NOT FOR � � � E i1 n 1 pl CCT CIRCUIT ! CONTACT: EDE -0 °y y'` m ® n n �� ; II _ _ I r sir + N �l .. 3` CONSTRUCTION CF CEILING FAN 4 yy I ° �, 1 AUTOMATED % � � ��������� MEGREPS r �❑ 0 "• ° 1 + 1 _] / + JON MATTHEWS OR RANDY MATTHEWS - . .... ...--. �, ._i. '-:.:'''.1N 1 .. CW. CASH WRAP El I1 ! I NEXISTING BUSWAY-1-1 LOCKER POWER :� Y ® ® , _ l ECG ELECTRICAL CONTRACTOR (501)821-6200 EXT. 301 x>Y ' --- 11 „ t 1, 1 EFL, EXHAUST FAN POLE DATA BY WALMART@MEGREPS.COMII - + 51MILAR _ . „„..� ': ' N m® ®� C7 I�`-' I� 141 11 11 i' 1� 1� a _ :. x.: x BL2A N ETRE EXISTING TO REMAIN r a i+ ELECTRICAL WALMART(LV Gilc_-J__- LG ❑r ❑p ❑❑ ' _ nl II ii I n ' 0 CONTRACTOR) in ------ N. .-_ N �� EXISTING BUSWAY :. I • • • , s .. BL2B EWC❑ ELECTRIC WATER COOLER 11 ��►� , �yg -' p G GROUND - IF ADDITIONAL TRACK BUSWAY PLUG-IN UNITS ARE REQUIRED: ' 61i ..,•- c.,--" E m o a � 11' 1; 'n I - PLANS AND GFEP GROUND FAULT EQUIPMENT PROTECTION A. UNITS SHALL BE POLARIZED TO AVOID INCORRECT INSTALLATION. •1:44., '+ iiiii • .i "� 1r II nGFI GROUND FAULT CIRCUIT INTERRUPTER B. UNITS SHALL UTILIZE CIRCUIT BREAKERS FOR BRANCH CIRCUIT01 . ---- •4 - N � II li II 1 _ DETAILS Ii IG ISOLATED GROUND PROTECTION, COMPLYING WITH NEMA ABI. B ' 1' AIN. k,.. �.� I n -_ LCU � LIGHTING CONTROL UNIT C.❑ UNITS SHALL HAVE LOCKING CLIPS OR BOLT-ON TABS TO SECURE UNITS TO ■ Mit • 1� j";� ®' I ` _ 1 �I I -! NTS__ NOT TO SCALE ❑ BUSWAY. . Mil • " SI_ ?i �Iit Iff I REC REFRIGERATION ELECTRICAL CONTRACTOR D. i UNITS UTILIZING DROP CORDS SHALL BE MANUFACTURED WITH CORD GRIPS • 11 ;1 lir EXISTING BUSWAY - RC REFRIGERATION CONTRACTOR C AND RECEPTACLES AS INDICATED ON THE DRAWINGS. L 11 I T. I BL2U • s..l , RH RADIANT HEATER E. C UNITS SHALL WAVE AN INDICATOR LIGHT MOUNTED ON THE BOTTOM OF THE VI .§' r. - ! -EAE SC.. SECURITY CAMERA • /B) \ Li PLUG 1N UNIT FOR EACH CIRCUIT BREAKER. THE INDICATOR LIGHT SHALL EXISTING PANEL L2D2 EDC2 TR TAMPER RESISTANT � C LIGHT UP WHEN THE CIRCUIT BREAKER LOSES POWER. AND L2D1 STACKED TYP TYPICAL F.❑ UNITS SHALL HAVE LABELS INDICATING CIRCUIT DESCRIPTION AND PHASING. UH- UNIT HEATER G.❑ UNITS SHALL BE SHIPPED AFTER FINAL POWER PLANS ARE ISSUED. UNOD ESS NOTED OTHERWISE WH❑ WATER HEATER IN-LANE TOWER POWER PLAN OVERALL ELECTRICAL PLAN SHEET: WP'- WEATHER PROOF WR WEATHER RESISTANT -114" - 1'-0" 1" = 60'-0" El DESIGN LOADS GENERAL NOTES ANCHORAGE BILL OF MATERIALS STATEMENT OF SPECIAL INSPECTIONS SHELVING FIXTURE &ANCHORAGE SCHEDULE 1. CODE 2012 IBC WITH OREGON 1.0 GENERAL USAGE MATERIAL TYPE COUNT FIXTURE FIXTURE FIXTURE ANCHORAGE AMENDMENTS 1.1 ALL FIXTURES SHALL BE DESIGNED TO MEET ALL BUILDING CODE REQUIREMENTS. ANCHOR HILT!- 1/2"DIAMETER x 6 1/2""HAS-E"THREADED ROD(HIT-RE 500 V3) 8 SPECIAL INSPECTIONS ARE REQUIRED PER CHAPTER 17 OF THE MARK DESCRIPTION HEIGHT DETAIL 1.2 THE BASE ANCHORAGE, MEMBERS AND CONNECTIONS FOR THE FIXTURES SHOWN ON THIS INSTALLATION DRAWING HAVE BEEN DESIGNtu INTERNATIONAL BUILDING CODE OR BY ENGINEER OF RECORD: HALF GONDOLA 54„15S ANCHOR HILT! HUS-EZ BOLT+-3/8 DIAMETER x 3"(#418057) 92 2A-FXS1 2. GRAVITY LOADS TO RESIST DESIGN WIND/SEISMIC LATERAL FORCES FOR THE BUILDING CODES NOTED IN THE"DESIGN LOADS"TABLE ON THIS SHEET. STRAP ANCHOR STRAPS(GONDOLA/WALL) 92 18R HALF GONDOLA 48" 2A-FXS1 A. REFER TO MANUFACTURER'S RATED LOADS. INSTALLATION OF THE FIXTURES SHALL MEET THE LAYOUT SHOWN ON THE FIXTURE LAYOUT PLAN, PROVIDED BY OWNER. PERIODIC SPECIAL INSPECTIONS: 18S HALF GONDOLA 54" 2A-FXS1 NOTES: 2.0 SLAB AND FOUNDATION ASSUMPTIONS 1. ANCHOR BOLTS AND STRAPS NOTED ABOVE ARE FURNISHED BY AND INSTALLED BY THE 1. POST-INSTALLED INSTALLED ANCHORS AGTERIOR SALES FLOOR STORAGE RACK OR 18T HALF GONDOLA 60" 2A-FXS1 3. LATERAL LOADS SHELVING FIXTURE ANCHORAGE. A. SEISMIC LOADS 2.1 SLAB ON GRADE IS ASSUMED TO HAVE A MINIMUM OF 3,000 PSI COMPRESSIVE STRENGTH. GENERAL CONTRACTOR(GC). 36T FULL GONDOLA 60" 2B-FXS1 0 2.2 THE SLAB ON GRADE IS ASSUMED TO BE A MINIMUM OF 4 INCHES THICK(5 1/2 INCHES THICK MINIMUM AT THE EXTERIOR GARDEN CENTER NOTES: 36X FULL GONDOLA 90" 2B-FXS1 1. 5/o DAMPED SPECTRAL RESPONSE COEFF(Sds) 0.7158 2. ANCHOR STRAP SUPPLIER CONTACT INFORMATION: AND STORAGE AREAS), UNREINFORCED AND PLACED OVER A MINIMUM OF 4 INCHES OF DRAINAGE FILL. LOZIER: JOSH GOEDKEN, oshua. oedken lozier.biz, 402 457-8379 1. SPECIAL INSPECTIONS NOTED ABOVE SHALL BE PROVIDED BY, BUT NOT LIMITED 2. 1-SEC PERIOD SPECTRAL RESP COEFF(Sd1) 0.443g g @ ( ) SHELVING WIDTH -SHELVING WIDTH 3. SITE CLASS ASSUMED D 2.3 THE SLAB ON GRADE IS DESIGNED TO BEAR ON A SUBGRADE REACTION MODULUS OF 150 PCI MINIMUM. MADIX: CHERI BAGLEY, cbagtey@madixinc.com, (256)839-6354 TO,THE OWNER'S CONSTRUCTION TESTING LABORATORY(CTL). REFERENCE (ASSUMED) SPECIFICATIONS FOR DETAILS. (IN INCHES) (IN INCHES) 4. SEISMIC DESIGN CATEGORY D - (SD= SUPER DUTY, IF NOTED) ANCHOR BOLT 3.0 MATERIAL FOR RACKS AND ANCHORAGE 1 (REF DETAILS) 5. NON-BUILDING STRUCTURAL SYSTEM AND SEISMIC STEEL STORAGE RACKS -ANCHOR BOLT RESISTING SYSTEM 3.1 ALL ANCHORS TO THE SLAB SHALL BE AS NOTED ON THESE PLANS. (REF DETAILS) 48V If • 6. RESPONSE MODIFICATION FACTOR(R) 4.0 3.2 OWNER IS TO PROVIDE MAINTAINENCE PER RMI 1.4.1. -- 7. OVERSTRENGTH FACTOR(Do) 2.0 3.3 RACK INSTALLER SHALL OBTAIN OUT-OF-PLUMB INSTALLATION TOLERANCE FROM FIXTURE SUPPLIER PRIOR TO INSTALLATION-RMI 2012, 24VSD •) I I• • 8. IMPORTANCE FACTOR(Ip) SECTION 1.4.11.1. SHELVING FIXTURE TYPE MARK -SHELVING FIXTURE TYPE MARK 3.4 NO FIELD WELDING IS PERMITTED.ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, IN AN APPROVED SHOP. USE E70xx WELD -SALES FLOOR AREA 1.5(PUBLIC ACCESS AREA) AND HEIGHT, PER SCHEDULE AND HEIGHT, PER SCHEDULE RODS OR EQUAL TO TENSILE STRENGTH OF BASE METAL OF WELDMENTS. PER AWS D1.1 OR D1.3. -STORAGE AREA 1.0(NO PUBLIC ACCESS) > o w o 1-o 3.5 PROVIDE 6"AT 120"TALL RACKS AND 4 1/2"AT RACKS LESS THAN 120"(OR EQUAL TO 5%OF THE UPRIGHT FRAME HEIGHT)MINIMUM HALF GONDOLA FULL GONDOLA o 1_'.w w w u-z cc 9. ANALYSIS PROCEDURE(ASCE-7, SECT. 12.8&15.5) EQUIVALENT LATERAL FORCE CLEARANCE BETWEEN OTHER RACK FIXTURES OR ADJACENT BUILDING ELEMENTS PER ASCE 7-10, SECTION 15.5.3.8. FIXTURE SYMBOL FIXTURE SYMBOL u) LL _ w w z o- ., 10. DESIGN BASE SHEAR(PER 2012 RMI) ww ej _z W w w Q W ~Z aig -SALES FLOOR RACKS 0.268W(PUBLIC ACCESS AREA) Q'cc a a 3 '-w°a L z o 4.0 ROLES AND RESPONSIBILITIES FOR DEMOLITION AND INSTALLATION OF SHELVING AND RACKING FIXTURES O �� �z z a�a��=a} -STORAGE AREA RACKS 0.179W(NO PUBLIC ACCESS) LEGEND NOTES: u- gc N a z a o=>E0 T a 4.1 GENERAL CONTRACTOR TO ANCHOR ALL SHELVING AND RACKING FIXTURES ACCORDING TO THE REQUIREMENTS NOTED ON SHEET FXS1. z acv w rew LL w 2 11.TOWER SEISMIC DESIGN FORCE(F) 2595 LBS 4.2 FIXTURE ANCHORING SHALL BE ACCOMPLISHED SIMULTANEOUSLY WITH FIXTURE INSTALLATION. 1. ANCHORS SHOWN ABOVE ARE FOR EXAMPLE ONLY, REFER TO PLAN O 3'5 w a D o z zz w=z 1-z • 4.3 GENERAL CONTRACTOR SHALL INSURE THAT PROPER PROCEDURES AND WORK SEGREGATION ARE IN PLACE DURING ALL FIXTURE AND DETAILS FOR ACTUAL ANCHOR CONFIGURATION. H z li w g g o 3 z= z o ANCHORING PROCEDURES. 2. NOT ALL SYMBOLS SHOWN MAY BE APPLICABLE TO THIS PROJECT. D `�o°o LL u),°(o<o z N D gzowomt5col_u412oo�3 4.4 GENERAL CONTRACTOR TO CLEAN ALL RESIDUE FROM SURROUNDING FIXTURES AND AREA AS ANCHORING IS COMPLETED(CLEAN AS YOU d o o, w Q�'_81g5 Z°R x° 4.5 GENERAL CONTRACTOR IS TO PERFORM ALL REMOVAL AND INSTALLATION OF ANCHOR STRAPS AND/OR BOLTS AT FIXTURES REQUIRING PERMANENT OR TEMPORARY RELOCATION. 1- �m m D e N v m COa� � EN v, W U m L 2 z e,-1-, Ts i- 0 U w O cc a J U Lu a % 0 Z co CD C::) 00 O CLOSURE TUBE-NO SLOTTED OPENING AT MID SPAN OF FRAME 111_T) W O OUTSIDE FACE OF END FRAME rn a �� i ANCHOR STRAP(1"WIDE x 22GA THICK) FIELD IL 11 0 O O 2 CUT STRAP AS SHOWN AND ATTACH TO INSIDE Z N r- L. FACE OF FRAME WITH(2)#12-14x3/4"TEK --_,_7",i,. �� /� .. W g IL SCREWS AT SPACING SHOWN. REF 2-FXS1 FOR o rj PLACEMENT OF STRAP AND ANCHOR TO SLAB a-° ° _ : - - 0 o `~ WITH SAME BOLT NOTED FOR TYPICAL ANCHOR _ - - • a I- I 0 0 0 I •-�_ 6 - - ° •_ CONDITION AT THE END FRAME /.-- •'- ° i 4 5 PROVIDE ANCHORS IN ° ° ' .• a- __<` TIGHTENING REQUIREMENTS: (NUMBERED LOCATIONS °_ °.d • -" ° ' ' ALTERNATIVE ANCHOR STRAP/BOLT CONNECTION E -- ./ - °-° o Q AT END FRAMES-ONLY ALLOWED FOR USE WHEN -' • = - --. "SNUG-TIGHT"-NO GAP 3 1:1\6 ° CLOSURE TUBES DO NOT HAVE SLOTTED OPENING '- a _ /- BETWEEN HEAD OF ANCHOR ALTERNATIVE ANCHOR AT ° BOLT AND BASE PLATE OR HALF GONDOLA END FRAME b ° / ; =_° . ° ANCHOR STRAP. ANCHORS SHALL BE ATTACHED TO CLOSURE TUBE _ : / - EXISTING CONCRETE SLAB WITH - • _ t-PLATE/STRAP THICKNESS (TYP AT HALF GONDOLA END FRAMES) - d HILTI HIT-RE 500 V3(ICC ESR-3814) _ hnom-EMBEDMENT DEPTH L - - ADHESIVE AND 1/2"DIA x 6 1/2"LONG w in - a w O 0 ( d W a OUTSIDE FACE AT END FRAME ,8, ° `J a° '_ _ La-LENGTH OF ANCHOR g HAS-E THREADED RODS OR a I ° ho-MIN HOLE DEPTH EQUIVALENT)EMBEDDED 2 3/4"MIN. O 0 INSTALL PER MANUFACTURER'SIt w - LIGHT GAUGE STEEL STRAP (GALVANIZED) ° z C° 1"WIDE x22 GAMIN THICKNESS m O 0 INSTRUCTIONS. SECURE WASHERS c Fv ih Fv� n (FIELD BEND STRAP TO PROVIDE TYPE - - AND NUTS;TIGHTEN WITH 30 FT-LBS N N _LI" SHOWN FOR END FRAMES) NOTE: OF TORQUE MIN. (8 BOLTS TOTAL) 1" ----------- REF 2-FXS1 FOR PLACEMENT OF STRAPS ALL ANCHOR BOLTS SHALL BE HILTI HUS-EZ BOLT+.THE • N-- 22 GAUGE �- ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE ISSUE BLOCK AUTOMATED EQUIPMENT STEEL STRAP �� (1)ANCHOR BOLT(S) PER STRAP/PLATE: 3/8"DIA MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS BY VENDOR, REF ARCH 1'. ; .< : .•- • HILT! HUS-EZ BOLT+, REF 3-FXS1 AND PER ICC ESR-3027 REPORT. (IN CASE OF CONFLICT,THE 2 7 1/2"DIAMETER - ••' °: hnom=2 1/2", ho=2 3/4", (UNO). ICC ESR-3027 GOVERNS). REF ANCHOR DETAILS FOR HOLE 1 1/2" - - - ° : < - - DIAMETER AND EMBEDMENT. 10 0 0 I ANCHOR STRAPS TYPICAL ANCHOR AT GONDOLA OR T-FRAME SIMILAR FOR T-FRAME NOTE: STRAP INTERIOR& END FRAMES FIXTURES IF CENTERLINE OF ANCHOR BOLTS FALLS WITHIN 1"OF • IFRONT i CONTROL JOINT, SHIFT FIXTURE 2"(MAX)PERPENDICULAR TO THE JOINT, OTHERWISE SUBMIT RFI TO THE ARCHITECT AUTOMATEDTYPICAL ANCHOR FOR ALTERNATE INSTALLATION BEFORE INSTALLING BOLTS. EQUIPMENT ANCHOR LAYOUT AT GONDOLA FRAMES ANCHOR BOLT DETAIL 3/8"= 1'-0" 1 1/2"= 1'-0" 12"= 1'-0" 2 1/2MIN 4" , AT 48 GONDOLA 2 1/2"MIN 6 1/2"MAX 9 1/2"MAX.")' 1 [,�9 1/2"MAX - AT 24"-30"HALF GONDOLA OR T-FRAME OR T-FRAME 2 1/2"MIN I I 2 1/2"MIN 2 1/2"MINS T 30"-36"GONDOLI �6 1/2"MAX �4 1/2"MAX 6 1/2"MAX . CHECKED BY: DW/CJJ 4%)' I ' AT 18" HALF GONDOLA OR T-FRAME NOTE: I I OR T-FRAME 2 1/2"MIN " DRAWN BY: RB NOT ALL CONFIGURATIONS 4"- 1 -2 1/2" 4"MAX A,AT 24"GONDOLA!X24/SAN SHOWN MAY BE • ') END OF ( OR T-FRAME APPLICABLE TO THIS END OF _ AT 15" HALF GONDOLA 1,, FRAME TYP PROTO CYCLE: 03/29/19 PROJECT, REFER TO PLAN FRAME-TYP ;II11 I s, EACH SIDE I A I II I AND SCHEDULE FOR EACH SIDE - I -�T `' DOCUMENT DATE: 06/26/19 APPLICABLE FIXTURES. �-- GONDOLA co FIXTURE A&0 I ANCH R 1 p 2019.06.21 13:28:32-05'00' I I SHELVES a 00 N- O EXIST WALL X F- i_ SHELVES w 1 STRAP R F (:- OR z ABOVE O Q < ABOVE I �' I•- t .�� "OF = OR FIXTURE ' = c7 v z I 4-FXS1 _ 1',,,• DESIGN SHELF LOADS: FRAME z z 2 O I I I b F 9"SHELF 15 LBS/SHELF(PHARMACY) w O v <0 b GONDOLA I -1 - �� s, �� 2 ANCHOR I I S 12"SHELF=50 LBS/SHELF , z� STRAPS, TYP a ORT-FRAME I I 15"SHELF=50 LBS/SHELF(APPAREL) - AT INTERIOR �- UPRIGHT I I o0 4` .ki�GINI�F'S' op 18"SHELF= 125 LBS/SHELF _ I FRAMES Jur =50 LBS/SHELF(APPAREL) FRAME,TYP i-I----- 1-----;-,J 81333PE r 24"(+) SHELF= 150 LBS/SHELF CL OF I GONDOLA OR CO w I I I z OREGON =225 LBS/SHELF(GROCERY) tb ANCHOR I T-FRAME UPRIGHT „2 Z CL OF 1� I Q O ?�'9y (§) 2 30"(HD TV) SHELF=75 LBS/SHELF BOLTS,TYP (END) I FRAME,TYP o = BOLT NP I I I I a� 9,9R/ 13, �c0 NO.OF SHELF LEVELS/FIXTURE HEIGHT: / I (1)ANCHOR STRAP, Q o! Q � --~o p J. JO / TYP AT END FRAME 0- w I I I EXPIRES:6/30/19 (4) LEVELS AT HT. <48" XS z il d ANCHOR U 5 LEVELS AT 48"< HT. 5 90" / I (INSERT STRAP THRU w w STRAP 1 1 z gh (7)LEVELS AT HT. > 90" � I SLOT AT TOP OF Q z REF 4-FXS1 1 w r� Q AUTOMATED PICKUP ONLY THOSE RACK/SHELVING O I FRAME LEG) I (4) LEVELS AT"24V"&"24X"(FULL)=78"&90" / S PLAN EQUIPMENT,ANCHOR FIXTURES NOTED N I i_ _-� w _ ______ � PER 5-FXS1 REQUIRE ANCHORAGE(UNO), (4)LEVELS AT HD TV= 120"(YZ) JrEQ EQ I . (9) LEVELS AT PHARMACY=84"(3RX) ( I ANCHOR PER ---- HALF GONDOLA AND GONDOLA AND T-FRAME HALF T-FRAME PLAN VIEW 18P �{ 18P PLAN VIEW -, VARIES VARIES -- I F 1 __ _ T r, A - 4• . - p____ �� __ ): =..1 ,__g__, 1 V , I: ) J-- 1 1 I )' I_ I. .L I, = I• -1 T I 36T 36T VARIES / -, LL L� q W ;: .L L ;: , 9 :;L fi, �, .J� 1 6T 36T / / I - __ L L _ - �,, 1 i 1 - F 7, I - 36T c 11, 36X - I EXISTING WALL :I I = �1 OR FIXTURE - 1 - -- FRAME --- -- _ ! II T F 00 1 w ----- -- ---- • --_- - --- ---� I 15.e. �I ��- -n II I '� ! _ ill y �� i,1L I w wX MIH i �� Ii il u)D LL I: I I: :I '�� I' - ...u'1 �.� .,�.-.I.�.-r,,�• .�: _..:., �- - T ��'- ..u'.�a, -Ls- --- -1-ft =;'�; - ! ' �i Ji.� co Y _ GONDOLA -jiI I c LI w GONDOLA SHELVING BY - 0- m > 0 r I 7SHELVINGSUPPLIER - - - �- - - - - - - - - - - - - - - - - - _ -iH H - - 1 o O XI w / TYP TYP IJ co r FIXTURE 4 ANCHOR 0 ANCHOR XI / XS STRAP STRAP REF 1 ANCHORAGE _ 4-FXS1 PLAN 0I li�- � 4 • 6 0 DETAILS AND cal HALF GONDOLA AND T- TYPICAL SHELF FRONT VIEW FRAME SIDE VIEW AT WALL FULL GONDOLA AND ce NOTES ~I to OR FIXTURE FRAMET FRAME SIDE VIEW aco te' A� (2-03M V) N iii GONDOLA SHELVING ELEVATIONS FIXTURE ANCHORAGE PLAN SHEET E c 3/8"= 1'-0" 1"= 10'-0" NO F )(S N .. U