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Plans (10) BU P2020 -00026 M N Qs N O 14 E' N c ' - (n W Q ;O U v N § c Vila M a 1.1 t I EXISTING LU � � j � LU cD 136 198 _ A W N J ? `v I- EXISTINGSQFT : > >o �WOF-)- Lu cc - w wwxOse W LL �ouzivdz �z TIGARD , OR _ ONLINE GROCERY PICKUP PROTO CYCLE w xzl��,Lw¢UO ati ■ d' ¢� �u,wFwOgoxw�, cr w ~¢��anadou, ■ 0 a~ aZz¢�Wcw,�=ate �cn �aOQoxjUrx4 OFOw < 0OO wo0L_ x0Uw% , 12120/ 1 9 .... MO ii oisreu.1091,2wv1.-0)000. ■ DATE : 11- w �x� Ucav,aOw��xa� STORE 2 16 PROTO PROTO :■ ■ ■ (11:11 . . . .. __ _ . ._ . RECEIVED FEQzon _ DRAWING INDEX ABBREVIATIONS GENERAL REQUIREMENTS SITE VERIFICATION REQUIREMENTS I,,.,, Z BUI DOF TIGARD INGavS1ON a 1- _1 GENERAL GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS 1, ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS z ABBR DEFINITION ABBR DEFINITION ABBR DEFINITION AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAG AND OTHER ADOPTED INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING 0 Cl COVER SHEET CONDITIONS PRIOR TO THE SUBMISSION U • OF A BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE AB ANCHOR BOLT FV FIELD VERIFY PCF POUNDS PER CUBIC FOOT ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES ACI AMERICAN CONCRETE INSTITUTE GA GAUGE PLAM PLASTIC LAMINATE HAVING JURISDICTION (AHJ). CONTRACTOR'S FAILURE TO VERIFY EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES. AFF ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR PL PLATE 2. PROVISIONS REGARDING THE USE OF GAS AND DIESEL EQUIPMENT WITHIN AN ENCLOSED BUILDING, FORMERLY 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR ARCHITECTURAL AHU AIR HANDLING UNIT GM GENERAL MERCHANDISE PLF POUNDS PER LINEAR FOOT INCLUDED IN THIS PARAGRAPH,ARE NOW INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS Q SP1 SITE PLAN AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION GR GROCERY PMEJ PREMOLDED EXPANSION JOINT 3. PROVISIONS REGARDING CORDS FOR ELECTRICAL EQUIPMENT AND ROUTING OF EQUIPMENT CORDS AND HOSES, MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL 0 ARCH ARCHITECTURAL GYP BD GYPSUM BOARD PT PRESSURE TREATED FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING O O SP1.1 SITE DETAILS ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS H HEIGHT PSF POUNDS PER SQUARE FOOT 4. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND PARAPETS, SCUPPERS AND ROOF DRAINS), AND JOIST BEARING ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF DISCREPANCIES Al FLOOR PLANS AND DETAILS AWS AMERICAN WELDING SOCIETY HMR HOME MEAL REPLACEMENT PSI • POUNDS PER SQUARE INCH SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO REVIEW THESE DOCUMENTS DOES NOT RELIEVE THE ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION MANAGER AND THE CD C, BD BOARD HORIZ HORIZONTAL PS PROTECTIVE SURFACING SUBCONTRACTOR OF ANY RESPONSIBILITY FOR PERFORMING WORK PROPERLY. NO ADDITIONAL COMPENSATION ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF STRUCTURAL STEEL A2 EXTERIOR ELEVATION BFF BELOW FINISHED FLOOR HSA HEADED STUD ANCHOR PVC POLYVINYL CHLORIDE SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS FABRICATION BY THE GENERAL CONTRACTOR, STEEL FABRICATOR, OR JOIST MANUFACTURER MEANS ACCEPTANCE OF THE EXISTING CONDITIONS. O Q BL BLOCK LINTEL HSS HOLLOW STRUCTURAL SECTION QTY • QUANTITY KNOWLEDGE. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES(WHETHER A4 ROOF PLAN AND DETAILS BLDG BUILDING INFO INFORMATION REF REFER TO 5. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR SHOWN OR NOT) PRIOR TO THE SUBMISSION OF A BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART r-r1-9 1 t co OS1 OWNER SUPPLIED ITEMS (NOT FOR PERMIT) BO BOTTOM OF ISO ISOLATION REINF REINFORCING DRAPES AS REQUIRED AND/OR AS DIRECTED BY WALMART CONSTRUCTION MANAGER TO KEEP DUST AND CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. EI O N BOS BOTTOM OF STEEL OR BOTTOM OF STUD JBE JOIST BEARING ELEVATION REQD REQUIRED MOISTURE FROM THE OPERATING AREAS OF THE STORE. 4, THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS uj BTM BOTTOM JST JOIST REV REVERSE 6. ANY DAMAGE TO WALMART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE PROJECT. ., BRG BEARING JT JOINT Ri REACH-IN REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR 5. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL PROPERTY LINES, EASEMENTS, SETBACKS AND RESTRICTIONS. A REGISTERED SURVEYOR SHALL 0 0 in a_ 0 STRUCTURAL co 0 CD CASH DRAWER KSI KIPS PER SQUARE INCH RO ROUGH OPENING SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. ESTABLISH ALL PROPERTY LINES AND SETBACKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND CLEARLY FLAG PROPERTY LINES AND SETBACKS. �/ ,c„ 51 FRAMING PLAN GENERAL NOTES AND CJ CONTROL JOINT L LENGTH RTU ROOF TOP UNIT 7. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES. 0 DETAILS CL CENTERLINE LB POUNDS SCHED SCHEDULE INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE 6. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. i.d� Qw CLR CLEAR LLH LONG LEG HORIZONTAL SDI STEEL DECK INSTITUTE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE 7- THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWQRK OR PAVING ARE IY CMU CONCRETE MASONRY UNIT LLV LONG LEG VERTICAL SIM SIMILAR CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO ( n FIRE PROTECTION COL COLUMN LONG LONGITUDINAL SJI STEEL JOIST INSTITUTE EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY EXTERIOR WALL. ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED V CONC CONCRETE LVT LUXURY VINYL TILE SP SPACES 8. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WALMART CONSTRUCTION MANAGER AND THE H CI) FP1 FIRE PROTECTION PLANS AND DETAILS CONST CONSTRUCTION MAX MAXIMUM SPECS SPECIFICATIONS DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED 1N THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. O CONT CONTINUOUS MDF MEDIUM DENSITY FIBERBOARD SS STAINLESS STEEL EXISTING BUILDING OR IN ANY NEW ADDITION. 8. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE DIA DIAMETER MECH MECHANICAL STRUC STRUCTURAL 9. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS,ACCESSORIES, SERVICES, FINISHES OR SURFACES FINISH FLOOR ELEVATION. TO VERIFY FLOOR ELEVATION, THE CONTRACTOR SHALL REMOVE A SMALL PORTION OF THE BLOCK WALL AT THE PROPOSED MECHANICAL DS DOWNSPOUT MFR MANUFACTURER T&B TOP AND BOTTOM AS REQUIRED SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR OPENING BETWEEN THE EXISTING STORE AND THE ADDITION. EAS EMERGENCY ACCESS SYSTEM MIN MINIMUM THK THICKNESS CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 9. THE CONTRACTOR SHALL VERIFY EXISTING FOOTING DEPTHS AND MATCH AT NEW ADDITION TO INSURE PROPER BLOCK COURSING.ANY DISCREPANCY L MP1 MECHANICAL AND PLUMBING PLANS EDC ELECTRICAL DISTRIBUTION CENTER MISC MISCELLANEOUS TO TOP OF 10. NOT USED. SHALL BE REPORTED TO THE WALMART CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. Lu R1 REFRIGERATION PLAN EIFS EXTERIOR INSULATION AND FINISH SYSTEM MO MASONRY OPENING TOCITC TOP OF CONCRETE 11. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE 10. THE CONTRACTOR SHALL CORE THE ROOF INSULATION TO DETERMINE ITS THICKNESS AFTER CONTRACT AWARD. IT IS THE CONTRACTOR'S 2 EJ EXPANSION JOINT MTL METAL TOF TOP OF FOOTING TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM WORK,THE CONTRACTOR IS RESPONSIBLE FOR RESPONSIBILITY TO MATCH EXISTING ROOF INSULATION THICKNESS ON THE ADDITION UNLESS DIRECTED OTHERWISE TO INSTALL 3-INCH INSULATION IN ` , R2 REFRIG SCHEDULES AND SUBMITTLAS EL ELEVATION NIC NOT IN CONTRACT TOGB TOP OF GRADE BEAM RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF SEPARATED AND ISOLATED ROOF CONDITIONS. REFER TO ROOFING SPECIFICATION SECTION. z 11111, NMI 11. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS DNLINE GROCERY PICKUP 0 ELEC ELECTRICAL NRP NON FIBERGLASS REINFORCED PLASTIC TOM TOP OF MASONRY ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. p EQ EQUAL NO NUMBER TOP/TP TOP OF PAVING 12. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN OR ORDERING OF ANY MATERIALS. I % ELECTRICAL ES EQUIPMENT SUPPLIER NS NEAR SIDE TOS TOP OF STEEL OR TOP OF STUD WITH ADJACENT WORK. COORDINATE WITH WALMART CONSTRUCTION MANAGER. El ELECTRICAL PLAN ETR EXISTING TO REMAIN NTS NOT TO SCALE TRANS TRANSVERSE 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF DEMOLITION NOTES EW EACH WAY OC ON CENTER TYP TYPICAL THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ISSUE BLOCK EXT EXTERIOR OCH ON CENTER HORIZONTALLY UNO UNLESS NOTED OTHERWISE COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. FDN FOUNDATION OCV ON CENTER VERTICALLY VERT VERTICAL 14. IT IS IMPERATIVE THAT THE ROOF FRAMING, DECKING AND ROOFING SYSTEM BE COMPLETED IMMEDIATELY UPON 1. ALL DEMOLITION SHALL BE CARRIED OUT INA SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. RACKING STRUCTURAL FF FINISHED FLOOR OD OUTSIDE DIAMETER VTR VENT THROUGH ROOF THE DEMOLITION OF THE EXTERIOR WALL TO ELIMINATE POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF FXS1 FIXTURE ANCHORAGE PLAN DETAILS AND FS FAR SIDE OH OPPOSITE HAND W WIDTH THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES. WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS FTG FOOTING PAF POWDER ACTUATED FASTENER WD WOOD 15. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE STRUCTURAL ENGINEER/ARCHITECT REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. NOTES FOR VERIFICATIONS, RESPONSES,AND SUBMISSIONS. 111315. 16. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6"ABOVE FINISH CEILING. SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL 4. NOT USED PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 5. NOT USED. 6. NOT USED 17. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 18. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO 7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. go:1 0 0 0 7-4 �8� 9 BUILDING CODE SUMMARY � \... __/ ) 0 >1. VICINITY MAP 0 - - - - - „�L"__.___- -_�7:1-T1 : \;4 Iv CT NAME OF PROJECT: TIGARD, OR r l t r � Y �y L- - . r Il�r r1wMr �11�1�11 -� iitSAmft�lt�it mal ��6 CHECKED BY: DTB I STREET ADDRESS: 7600 SW DARTMOUTH STPir „x , I I I. I .. Ii, . - .° I PROPOSED USE: RETAIL e ■■ -, ZMK, EG r'4r► ik' �' . ....-.P w rs�rr�r�rser�l��n�r�laE 1 /III ' l 14 - . .2' --__r.;_-1 �� -:' ,.. L ;`' fl[i O Q .0 DRAWN BY: CODES *, ! , , C A �. ,, ®®Irl ��rr►�l� all - BUILDING CODE: 2018 INTERNATIONAL + I IIlllllillll � b J 1 ��._._ PROTO CYCLE: 12/20/19 0 8 BUILDING CODE . c. ..w p r fly Mtn MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE �` b�t,+d .; CI - - - 7�Ja 1� _r �Illil(IIII 11I �� i Q_ cl . - 4 , �� ) r _ DOCUMENT DATE: 0112$120 -_ PLUMBING CODE: 2015 OREGON PLUMBING SPECIALTY CODE x - . I . I I I - -- rw .r...,.�-�....� ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE • �_gyp_+ o a� LL 'z A r _-,,, FIRE CODE: 2015 FLORIDA FIRE PREVENTION CODE, 6TH EDITION • 3 ACCESSIBILITY CODE: 2017 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11 . E � ' - II' , I _ imiali iu'uu�lun¢allnlrumi;uliiiii nr.l��. I,1. II - - - - - - -- Ili � �. i 4.r•.fie ♦� - • ! I .. .�... v"+iew• -. - 0iri ENERGY CODE: ASHRAE STANDARD 90.1 -, 4 ':: , V OCCUPANCY1 1 1 I I 1 c� 10 1 Fi vr- 1 __,.] M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECTION 309.1 ti a `, IP d' T Q C r L • Si -STORAGE AREA; MOTOR VEHICLE SERVICE STATION AND -SECTION 311.2 • f 41116.: t -.11'- lmi`I . I 3•� RECEIVING AND STOCK ROOMS (MIXED USE) A2-ASSEMBLY USE; BREAKROOM AND FOOD TENANT(ACCESSORY - SECTION 303.1 " - - - - - - - - - F .. i TO MAIN USE) + - - i� i -T I I I I B -BUSINESS; NON FOOD TENANT(ACCESSORY TO MAIN USE) - SECTION 304.1 '►. 41.h. ,-4 _, \- - _ IMPORTANT NOTICE: TYPE OF CONSTRUCTION ' ' __ THIS DRAWING SHALL «n . 1V-B UNPROTECTED(SPRINKLERED) 1PER SECT 602.5 AND TABLES 601 AND 602lir ; ti " , , F NOT BE USED FOR ;. alle ALLOWABLE AREA ,+ • li. g . fi Ls. CONSTRUCTION UNLIMITED I I I t I I - ----- ---- 1sECTION 507.3 a : . �. ` UNLESS SEALED, FIRE PROTECTION: �- "° ' ` ►¢ ti a - SIGNED AND DATED BY CO - �:I - - - - - - - - - - }; � BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL THE LICENSEE IN SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3. UNLIMITED "' RESPONSIBLE CHARGE AREA CRITERIA IS APPLICABLE. . :f - JiMi - �_ I I I I I I I (AOR/EOR). Ilim GENERAL `"�4 �� SCOPE OF WORK I 11,iiimmeeem m It (11113 SP1 - ( € %11��•I�: - E ADDITION OF PICKUP STORAGE _ _ I - REPLACEMENT OF EXISTING DOOR WITH OGP DELIVERY DOOR AND HARDWARE AS NOTED. L �1 %�Itl��l�► .0• _ -/ADDITION OF PICKUP PARKING STALLS AS NOTED. { ism- t- _ - SPECIAI` IU NEW PICK-UP SIGNAGE AT BLDG. CORNER ; - - - - - - C :E" _x..11...: State of Oregor: $ThJCtVE- Sp ialtiC _ I l I I I l'/ n ..y .rwr I• I I �Y 7111 rITf1. .:5`}�r'N'ti�. ?L ❑ Concrete a,��!Rae:ming ire Steal Ld 1 fl` I� .f, �^ \ Botts Instc ilc�� 't W rt#t ' >11. ❑ sped {Mn -�t+:g C cF>" B - - �� ♦ �- - 1 I -. -� - . -1 - - - ❑ ReiStud&P res:eg seer OFFICE• coP� , M �. 1 - ❑ Structural YA.I. CITY OF'TIGARD w• r r„,„,,_ , � , r. _ ` ❑ Him. , $EVIL FOR CODE COMPLIANCE _ I nt -4111---HE, �,.' ` ice_... � � ,Il HI ' s t , Ti-' I Approved: A • _ Ar 2 OTC: [\,ij i ❑ Rau►€ f".4-:.::,.. r:a Cstttci_____I _iti_x_H. . . Pcr►r�it #: • NI wig �+�.��+ �(! }�'� /yam{ ❑ If f.i4 if'.il�+.�S'Vs W O_o. 0 i i 1 A i 1 --) o Aciclress: anv N covER ] & rwApOod - Q�} �� nil, Suite #: k �.__.. Jai 1-� �- SHEET r:'0 Pilings. By: lir Date: 0 2 n � Al \/ a. �,�r , A ►MA� KEY P LAN 1= Zrritgr4Ar4 113 ' S NORTH 1" = 40'-011 d, rtCImay.. L -11 '�I,il!titi� c 4 ARCHITECTURAL STRUCTURAL I FIRE PROTECTION REFRIGERATION MECHANICAL ELECTRICAL BUILDING OFFICIAL • 2 a a 0LK ARCHITECTURE, INC WALLACE ENGINEERING, INC MPW ENGINEERING, LLC. MPW ENGINEERING, LLC. LK-ARCHITECTURE LK ARCHITECTURE, INC CITY OF TIGARD DAVID L. HOFFMAN, FAIA CARRIE JOHNSON, P.E. SCOTT C. WEBB P.E. SCOTT C. WEBB, P.E. STEVE E. BERRY, P.E. COURTNEY 0. WASSOM, PE. PERMIT CENTER SHEET: N N 345 RIVERVIEW, SUITE 200 123 MARTIN LUTHER KING JR. BLVD 110 W 7TH ST 110 W 7TH ST 345 RIVERVIEW ST, SUITE 200 345 RIVERVIEW ST, SUITE 200 13125 SW HALL BLVD. Cg 41 N _. WICHITA, KS 67203 TULSA, OKLAHOMA 74103 TULSA, OK 74119 TULSA, OKLAHOMA 74119 WICHITA, KANSAS 67203 WICHITA, KANSAS 67203 TIGARD, OR 97223 C 1 6 G.C. NOTE: FOR PICKUP SIGNAGE CANOPY AND DIRECTIONAL SIGNAGE QTY SIZE IN AREA AL TOTAL AREA SIGNAGE LEGEND DIRECTIONAL SIGN SCHEDULE o in (DIRECTIONAL, CANOPY,AND PARKING), N CONTACT WM SIGN SHOP ATtO c co GETTY.THOMAS@WALMART.COM SIGNAGE ARROW NUMBER MOUNTING TYPE +' co Stall Designation Sign#1 1 1'-6" 3.00 SF 3.00 SF DIRECTIONAL SIGN SIGN ARROW DIRECTION ry Stall Designation Sign#2 1 1'-6" 3.00 SF 3.00 SF REF 3-SP1.1 \ L=LEFT Directional Left 3 Pole N 4 ccn Stall Designation Sign#3 1 1'-6" 3.00 SF 3.00 SF REF 6-SP1.1 R=RIGHTA _ �' Stall Designation Sian#4 1 1'-6" 3.00 SF 3.00 SF S=STRAIGHT 1 Directional Right 2 Pole v 0 u_ Stall Designation Sign#5 1 1-6" 3.00 SF 3.00 SF Directional 1 Pole C Stall Designation Sign#6 1 1'-6" 3.00 SF 3.00 SF 1 M Stall Designation Sign#7 1 1'-6" 3.00 SF 3.00 SF Straight cl 'u o Stall Designation Sign#8 1 1'-6" 3.00 SF 3.00 SF L ceao Stall Designation Sign#9 1 1'-6" 3.00 SF 3.00 SF N Stall Designation Sign#10 1 1'-6" 3.00 SF 3.00 SF SIGNAGE NOTES J Stan Designation Sign#11 1 1.-b 3.00 SF 3.00 SF a H stall Designation Sign 412 1 1'-6" 3.00 SF 3.00 SF ro Stall Designation Sign#13 1 1'-6" 3.00 SF 3.00 SF Stall Designation Sign#14 1 1'-6" 3.00 SF 3.00 SF 1. REF SP1.1 FOR POLE DETAILS AND SIGNAGE DETAILS Logo Sign (Large) 14 3'-0" 4.50 SF 63.00 SF Call In Sign 14 1'-6" 1.00 SF 14.00 SF Directional Signs(Left) 3 1'-6" 3.00 SF 9.00 SF Directional Signs(Right) 2 1'-6" 3.00 SF 6.00 SF W ; >-c ° Directional Signs(Straight) 1 1'-6" 3.00 SF 3.00 SF LU W W W°o co O - �zui aVVI D LL mi-w�zrOE.Dzc.n W SZLL ina-W UO TOTAL SITE SIGNAGE 48 137.00 SF NOTE: ARCHITECTURAL FINISH FLOOR= 100.00' REFER TO SPEC SECTION 01500 FOR Et 5 a i-o a w W 3°z o w INFORMATION IS ASSUMED EXISTING DETAILS AND REQUIREMENTS FOR w z$5,0_2<z a r CONDITIONS AT THE PROJECT SITE. THE NOTE: STORMWATER POLLUTION CONTROLS AND z c%5 o a W o�'�W LL W ARCHITECT OF RECORD HAS NOT VISITED FINISH FLOOR ELEVATION AT ALL EXTERIOR SITE STORAGE OF MATERIALS AND O <LL W N o z z N z z i z THE SITE TO CONFIRM AND CANNOT BE DOORS= 100.00' EQUIPMENT. DEVIATION(S) FROM DETAILS F- 20:_dp2WPcW HELD RESPONSIBLE FOR THE ACCURACY UNLESS NOTED OTHERWISE SHOWN MUST BE SUBMITTED FOR 5 3 a o a o W F o S w a S z kf OF THE CONDITIONS ILLUSTRATED APPROVAL IN ACCORDANCE WITH SPEC D g Z w O J w-_l rn o-o 3 a 000r � QT15zo±�=g SECTION 01330 - -±(0. ZoamccLL OwUwuinr Cl) i-mi= ciocgaOwct7ceir¢t- --------\ • I- Z I I Q �� 7l� - lIVII o 1- _i/// :i 0 . 0 - , L. 0 0 CD CO # 0 % 0 N o• , iinrIIIIIIII III_ o i cr -ti 72 - - - - - - _0 0 . \_� 1, ee LU 'I EXISTING TO REMAIN STALLS _- I m 2 D Z _ , m ONLINE GROCERY PICKUP STRIPE AREA WITH 6"STRIPES 2'-0" - CONTINUE NUMBERING CENTER TO CENTER AT 45 DEGREES. r 1 ISSUE BLOCK STALL 8 THRU 14 ON OTHER SIDE OF THE AISLE 3 O SP1 o LH X.. .. -. .. \ .. ... .. . .NM: N I I I 1 C CC `7 ri} e REMOVE EXISTING -�. NEW PEDX SIGNS R °a STRIPING SHOWN - ►lii>>':ul� ® 1 REF.7-SP1.1 &3-SP1.1 ,°°., DASHED,TYP. IJ 00 ' SII. .. -- . AAII pp EXISTING LANDSCAPE AREA 0% TO REMAIN. % I. t! I i Ji� � lel IF � i ''�- v � , loomg --- - - - cko- - - - - -- _ - - - = 1 . B y a B _ 4 ` CHECKED BY: DTB ili r-Wil} DRAWN BY: EG 1 _ _, I il iii. . , , 1 \1 , 1 _ L� - p n a L PROTO CYCLE: 12/20/19 o- i N V J `��\-; \‘• - �1DOCUMENT DATE: 01/28/20 REMOVE EXISTING \. . 5 AT COMPACT \ .6 w d , - - _ T - STRIPING SHOWN 1 I 1 II a SP1 1 PARKING, TYP. DASHED, TYP. - _ - � ..�/Ys[j _ _ I I- - 2 1IL iii - • ..,6 mi: _ `� l � MiI- ! Tr. i 0,, 6 I o 7i, //I , IMPORTANT NOTICE: oo h I '!/_ THIS DRAWING SHALL I NOT BE USED FOR I T - - - :: -- I CONSTRUCTION Z -- - J UNLESS SEALED, add 43 4 �� - v _ - SEGNED AND DATED BY ��----�4611kV9 L______ \ I I - I - THE LICENSEE IN g °a a - ,� RESPONSIBLE CHARGE M. = r _,,,, , __ _ _ _ _ _ _ , 41014* ' " , V I (AOR/EOR). A -R- 1---- CP_k) .1IPP ,- 1 \c i' r , i , i 1 i -\ I , ,4, _„---------' STRIPING SHOWN ' ,�.. h, i,� � -`-�-----------_...�... --..� � ,,. Al EXISTING � ., h w � �� __��,�� 11�,-�-� --- - � „_ / a dd a. Tr : A ' _ -IIII =1 ! Iii 11`11111�� I,�, 1111111 �I• °I-•:____ �� DAVI(' L � 5 AT FULL SIZE DASHED,TYP. � � �` +' �. f��•� � ''�� _ -� .G �T Imo\ FMAN 6 om SP1-1 PARKING,TYP. E _ _ 1 P - -smog ' � Ii; / 01 ^y't oo ' 4 _ i --14011w 4**1 Ir'A SIOISW OL .1 4 WICHtTA. '<:,is.CAS ,.-4,,„-- "-,;,0 r-1 O < 1 ` . I I L h ooI ' , 41.10.MarAriiiiiffiralealellearAIWWICAMPARIIIMENOWIF 11.41 'WO g 40 I INQ� G.C. SHALL BEGIN (---- , „so_ ------ - --- NUMBERING WITH STALL ,ciii, 00/1",„:,!-` ("--- -::: CLOSEST TO OGP POOR _ NUMBERING 1 THROUGH 7 4, II , I ►. - - 11‘ fife .,,A01*,- X400P:k SITE PLAN rilL ---"11 1,,..\----__ Alli _ L Ali ~ r \>..... ________„ _ ,_ --..--_, / r EXISTING TO REMAIN EXISTING TO REMAIN 1 I1 CROSSWALKS AND SIDE WALK CROSSWALKS AND SIDE WALK NORTH ~ , �` /1 II 11 1 m PICKUP SITE STRIPING PLAN SITE DEMO PLAN OVERALL SITE PLAN 118" = 1'-0" SHEET: 0S P 1 118"= 1'-0" NOT TO SCALE N N 30" SIGNAGE GENERAL NOTES M O �(j n• N O `YJ ti N c O O 1. BUILDING SIGNAGE FURNISHED BY WALMART, INSTALLED BY Y N cii STOP OTHERS. SITE DIRECTIONAL PLACARDS FURNISHED BY a i F r NOTE WALMART, INSTALLED BY G.C.; POLE FURNISHE=D AND SIGNS SHALL INSTALLED SY G.C. PAVEMENT PAINT FURNISHED AND U `� T. HERE HAVE DIAMOND INSTALLED BY G.C. m AGRADE,ASTM 1E c TYPE xi, 2. GENERAL CONTRACTOR RESPONSIBILITIES: U w N SHEETING. L � elliFOR A. REMOVE EXISTING BUILDING SIGNAGE AS INDICATED. ua cw B. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW J ix EXISTING CONSTRUCTION WHERE SIGN(S)WILL BE BORDER BLACK INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN M LEGEND, BACKGROUND WHITE(RETROREFLECTIVE) ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM STOP SYMBOL -RED(RETROREFLECTIVE) CONSTRUCTION MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS, AND INCLUDE PHOTOGRAPHS FOR R1-5b CLARIFICATION. STOP FOR PEDESTRIANS C. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW"Pickup" AND"spark" SIGNAGE. w w >-0 ° N-T-S D. VERIFY VOLTAGE AT CIRCUITS FEEDING LIGHTED SIGNAGE. ti m r n o w w o o,_ REFER TO ELECTRICAL. D ° W m z r 0 5 z Go w 0 P E DX SIGN E. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE. LL W ti w o F. INSTALL CHECK-IN KIOSKS & COORDINATE W/VENDOR. a a a °z o w G. FOR SPECIAL PROJECTS, WHEN REQUIRED BY AHJ, G.C. IS O iz Z¢ a U =a 314" = 1' 0" RESPONSIBLE TO ACQUIRE SEPARATE PERMIT(S) FOR z (n o n¢w°a°F ff W w w 2 ¢-- Dorm oowr ono INSTALLATION OF SITE SIGNS. FOR REM PROJECTS, FOLLOW 0 z m D o z z o=z r z REM SIGN STANDARDS FOR PERMITS AND INSTALLATION. H z a N cew ¢y V o o a H. ALL SIGN PLACARDS FURNISHED BY WALMART AND _ a°F Z u,")„ 0 d o o SIGNS FURNISHED BY INSTALLED BY GENERAL CONTRACTOR. ALL PAINT FOR o ❑o5 F°5 E 1- z a g o WALMART ATTACH TO _ — PAVEMENT MARKINGS ARE SUPPLIED AND PAINTED BY THE F T wa o o m a ow Li O Li L a I WALL OR BOLLARD BY GENERAL CONTRACTOR. , G.C. 10 31,31.1d NG j 3. SIGNAGE CONTRACTOR RESPONSIBILITIES. Reserved Reserved Reserved Reservec Reserved • A. FURNISH SPECIFIED CONDUIT FOR LIGHTED SIGNAGE. 0 CO 0 4 el B. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL PENETRATIONS PER SPECIFICATION SECTION 07900. C. INSTALL SIGNAGE PER DETAILS ON THIS SHEET. G.C. TO SEAL COAT STRIPING PER SPEC I- SECTION 02787 REF SP1 I— FINISH LEGENDI- 51 W Z Reserved Reserved Reserved Reserved Reserved P5E SAFETY YELLOW o P101 GUSTO GOLD SW#6904 6 0 8 9 10 P126U PICKUP ORANGE _ _ CO CLO % Q 00 Reserved Reserved Reserved Reserved PICKUP PARKING SIGNAGE CENTERED IN EXISTING ISLAND.ei 0 (I) 14 \ WALMART FURNISHED, O �- O CONTRACTOR INSTALLED. CENTER ON PARKING STALL. ., co 0 REF SITE PLAN BASE DETAILS tri H -�- O For) a �-------- _�_ LL Z ti 1 I PICKUP PARKING SIGNAGE. v I I WALMART FURNISHED, CONTACTOR INSTALLED. CENTER ON F- Stall Designation Signs _\___ I 12' 0" I PARKING STALL. X -1/ REF SITE PLAN BASE DETAILS 1&6-SP1.1 0 18"x 18" 3.00 SF 1 TYP i \ z For pckup_ plcasc call_ 555-555-5555 2' 0" PICKUP LANE STRIPING. w = I ¢ TYP / PAINT P126 ,TYP. m rickup Call In Siano X J� J z C7 18" x 8" 1.00 SF _ TYP z TYP / O FACE OF CURB i= ` ONLINE GROCERY PICKUP Q I— R / /- \ 0 LLJ Logo Signs (Large) Reserved Z PICKUP LANE STRIPING. I- I ISSUE BLOCK PP AE SEAL COAT Q G.C. TO ORDER SIGN Also Pickup Hours sign size PER SPEC SECTION / PARKING STALL GRAPHIC STENCILS FROM 36"x 18" 4.50 SF w 02787, TYP. CENTERED BETWEEN STRIPES JONATHON THOMPSON AT ENTRANCE TO PARKING AT OUTLINE INDUSTRIES STALL. 7 \ / 10 ¢ / QR CALL 1.800.STENCILS • PickupPicku Picku �� 'p p _ Pick�up� TRAFFIC WHITE For pickup. please call. N �� ' ME+ 555 555 5555 — \ \ i 411 ill . ` PARKING STALL GRAPHIC • \ / \ i I` 1 1 1 b @ o ` / , J Parking Stall Placard CENTERED BETWEEN STRIPES P101 AIC N Directional Signs (Left 1 Straight 1 Right) AT ENTRANCE TO PARKING �,� , 18"x 24" STALL.REF 4- SP1.1,TYP. P126U 3.00 SF COMPACT PARKING STALLS FULL SIZE PARKING STALLS \ N `s_ Parking Stall Graphic 84"x24" Ca SIGNAGE PICKUP PARKING STALL DETAIL PICKUP PAVEMENT MARKING 1". 1'-0" 114" = V-0" 4 112" = 1'-0" CHECKED BY: DTB DRAWN BY: ZMK, EG PROTO CYCLE: 12/20/19 LAYOUT PER STRIPING LAYOUT PER STRIPING DETAIL/SITE PLAN DETAIL/SITE PLAN DOCUMENT DATE: 01/28/20 ... ] a_ = \(, EQ / EQ EQ EQ �.r _ Nv )ri / \ POST WITH SIGN(S) kr POST WITH SIGN(S) NEVER LESS THAN 9' CURBED ISLAND - 90° PAINTED ENDCAP- 90° (UNLESS STOP SIGN IS USED) SIGN LOCATIONS- 90° PARKING SIGN LOCATIONS -90° PARKING Rau? Pkicap Poaap THISO RAW RTANT NGOICE:STHALL Q � � NOT BE USED FOR CONSTRUCTION \ - , \ \ NOTES: UNLESS SEALED, 1. ALL SIGNS SHALL COMPLY WITH U.S. SIGNED AND DATED BY SIGNAGE DEPARTMENT OF TRANSPORTATION, PLACE SIGNAGE ON EACH NOTES: \ FEDERAL HIGHWAY ADMINISTRATION'S SIDE TO CORRELATE WITH 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT THE LICENSEE IN "MANUAL OF UNIFORM TRAFFIC STALL NUMBER OF TRANSPORTATION, FEDERAL HIGHWAY RESPONSIBLE CHARGE CONTROL DEVICES", LOCAL CODES r ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC AND AS SPECIFIED. MOUNT SIGNS TO \ •• CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. (AOR/EOR). POST IN ACCORDANCE WITH G3C%served U-BOLT MOUNT SIGNS TO POST IN ACCORDANCE WITH GALVANIZED GALVANIZED MANUFACTURER'S INSTRUCTIONS. BEGIN N. MANUFACTURER'S INSTRUCTIONS. GALVANIZED NOTE: THE MIN. HEIGHT OF THE BOTTOM OF SQUARE TUBE SQUARE TUBE NUMBERING AT TSTALL CLOSEST PER STANDARD SQUARE TUBE THE LOWEST SIGN SHALL BE T-0" \ z z z BOLT LOCATIONS \ SLOPE TOP TO THE PICKUP WITH SPACER A5 G/ 0 o OF CONCRETE - - DOOR ;s§, satil FOR LEVEL SIGN 2. GALVANIZED SQUARE TUBE �� D ARS'/ S l� Z RELOCATE EXISTING SIGNS WHERE ~ ~ \ „ MOUNTING _ POST TUBES-2"X2"X3116" 12ga "�FIAh USE 4" SCH. 40 STEEL la" POSSIBLE. USE 4" SCH. 40 -- ~ _c_ aoso.....„... PIPE FILLED WITH J 1: FOR NEW PEDESTRIAN CROSSING SIGN USE STEEL PIPE FILLED /♦ USE 4" SCH. 40 POST TUBES GALVANIZED AS PER ASTM A653 GRADE 90 �' STEEL PIPE FILLED `y CONCRETE WITH TOP '� MUTCD WARNING SIGNS W11-2 (TOP)AND W/CONCRETE WITH ROUNDED AND al I' coo io WI CONCRETE WITH ifl ANCHOR TUBE - 2"X2"X3116" 12ga I C W16-7P (BOTTOM) WITH A BLACK LEGEND TOP ROUNDED AND TOP ROUNDED AND \ HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 PAINTED SAFETY ON A FLUORESCENT YELLOW GREEN 1 SLOPE TOP PAINTED TRAFFIC PAINTED TRAFFIC GRADE B STRUCTURAL TUBE AND STEEL SHALL BE WICHITA. KANSAS Ati YELLOW. BACKGROUND OF CONCRETE YELLOWYELLOW HOT DIP GALVANIZED PER ASTM A123 �\ IJ. {i � LOCATIONS "K" SIGN HOSE CLAMP _/ THEPOSTSHALLTELESCOPEINSIDE THE �� ` `' � ALL SIGNS SHALL COMPLY WITH U.S. �� UPPER SIGN S U SLOPE TOP OF •I DEPARTMENT OF TRANSPORTATION, GROUND SURFACE \ GROUND SURFACE \ GROUND SURFACE (! \ \ �- ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE CONCRETE SLOPETOP SLOPE TOP —.\N FEDERAL HIGHWAY ADMINISTRATION'S ' SHALL BE A MINIMUM OF 27" DEEP WITH 3" MIN. 4" MAX. \i;i 3000 P.S.I. P.C. 3000 P.S.I. P.C. OF CONCRETE a OF CONCRETE a )AM 2 "MANUAL OF UNIFORM TRAFFIC CONTROL CONCRETE BASE CONCRETE BASE T EXPOSED ABOVE FINISH GRADE. PAVED SURFACE `` DEVICES", LOCAL CODES AND AS SPECIFIED. PIPE DRIVEN a GROUND SURFACE ``\ GROUND SURFACE a \ \ ` -1;1. -17"7-''. MOUNT SIGNS TO POST IN ACCORDANCE •' I ' N I .' �� N DIRECTLY INTO - 11.1-1 WITH MANUFACTURER'S INSTRUCTIONS GROUND • I p • 3500 P.S.I. P.C. V . 1 ro .". \ — CONCRETE BASE CONCRETE BASE i CONCRETE BASE 3000 P.S.I. P.C. 3000 P.S.I. P.C. -i"r 5116" GR. 5 h� Q '-°I114 ' - - c Li -o" FLANGED BOLT O ele1. - .1j1J- E ✓1 -° o o L 111 Ia. [� ¢ _.. ,f'a 1' 0" `� ,1',-0" \\ ■!a SERRARED SITE DETAILS o I ' •' 1 ■I■ FLANGED NUT © - _- .: f GROUND SURFACE )( V-6" ji FRONT VIEW SIDE VIEW TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE PLAN VIEW PARTIAL ELEVATION 4'-0" IN CURBED ISLAND DRIVEN DIRECTLY INTO GROUND IN PAVEMENT ie REMOVABLE SQUARE TUBE Q POST SITE SIGN WITH NEW BASE DIRECTIONAL SIGN MOUNTING AND BASE PARKING SIGN MOUNTING AND BASE 2 112" = V-0" 112" = V-0" 112" = 1'-0" c_ SHEET: .;i SP1 . 1 N c, DOOR AND FRAME SCHEDULE - A1 DOOR SCHEDULE NOTES INSECT CONTROL PARTITION NOTES SHEET NOTES M DETAIL REFERENCES ARE TO SHEET Al UNIT LEGEND 4' N DOOR FRAME METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN 1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK DETAILS. t ALL EQUIPMENT SHOWN DASHED TO BE FURNISHED BY 8 ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT)WITHIN _ up 37 FINAL NUMBER OF UNITS RECEIVED IS DETERMINED BY THE aj a LN EXTERIOR WALLS TO RECEIVE EPDXY PAINT. 2. USE 112" GYPSUM BOARD ON NON-RATED PARTITIONS UNO. WALMART UNO. STUD WALLS WHEREVER POSSIBLE. ON COOLER/FREEZER PANELS IN LN NOMINAL SIZE DETAIL WALMART FOOD SAFETY & HEALTH PEST MANAGEMENT AND T I PREFINISHED DOOR AND HARDWARE FURNISHED AND PEST ELIMINATION SERVICES PROVIDER. 3. USE 518"TYPE X GYPSUM BOARD ON FIRE RATED PARTITIONS. 2. ALL STEEL RACKS TO BE FURNISHED BY WALMART AND FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, ? x MARK ROOM NAME TYPE MATERIAL COLOR QTY WIDTH HEIGHT GLASS • TYPE MATERIAL COLOR HEAD JAMB THRESHOLD NOTES 38 INSTALLED BY VENDOR. 4. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4"ABOVE ANCHORED BY CONTRACTOR. REFER TO RACK CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: C) v 946A PICKUP STORAGE N HM-STL , P162 I 1 4' -0" TYPE TOTAL SUSPENDED CEILING SYSTEMS UNO.8' -0" TEMPERED 1 HM-STL P162 7 I 6 I I 37, 39, 42ANCHORAGE PLAN FOR STEEL RACK AND/OR GONDOLA A. SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS: CD 39 DOOR AND HARDWARE FURNISHED. INSTALLED. AND D r-, 5. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. SHELVING FIXTURE ANCHORING REQUIREMENTS- SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL E M OWNER FURNISHED AND INSTALLED DOOR AND FRAME SCHEDULE PAINTED BY G.C. w N D 1 MAINTAIN CLEARANCE BELOW STRUCTURE PER CAPTURE TRACK 3. REPAIR BOLT HOLES AND SPALLS RESULTING FROM CONTINUOUSLY WITH SEALANT. L o DETAILS MERCHANDISE FIXTURE AND OR STORAGE RACK B. INSTALL UTILITIES 112" OFF FACE OF PANEL TO ALLOW FOR13 DETAIL REFERENCES ARE TO SHEET A5 UNO 40 AUTOMATIC OPENER INSTALLED BY VENDOR. REF SPEC. NOTES 6. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR SHALL RELOCATION OR REMOVAL. REF SPEC 03905 FILL ALL CLEANING, USE ONLY NON-CORROSIVE ANCHORS, APPLY LU COMPLY WITH UL#U419, UL#U465 OR UL#U442. MASONRY BOLT HOLES AND SPALLS RESULTING FROM FIXTURE CONTINUOUS SEALANT ALONG EDGES AND JOINTS- J > '- DOOR DOOR _ FRAME 41 CARDREADER INSTALLED BY VENDOR. REF SPEC. 1. ALL UNITS TO BE INSTALLED BY THE PEST ELIMINATION PARTITIONS REQUIRING ONE HOUR FIRE RATING SHALL COMPLY AND/OR STORAGE RACK RELOCATION OR REMOVAL IN C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT I- i NOMINAL SIZE DETAIL SERVICES PROVIDER. WITH UL#U905. NON CUSTOMER ACCESSIBLE AREAS WITH NON SHRINK PLATES MOUNTED TO WALL WITH NON-CORROSIVE M 2 UNITS ARE NOT TO BE INSTALLED ABOVE ANY FOOD 7. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR GROUT. ANCHORS: APPLY CONTINUOUS SEALANT ALONG EDGES AND MARK ROOM NAME TYPE MATERIAL COLOR QTY WIDTH HEIGHT 42 INSTALL STOREROOM LOCK, REF SPEC. SERVICE/PREP EQUIPMENT. HEAVIER.GLASS TYPE MATERIAL COLOR HEAD � JAMB THRESHOLD NOTES 4 STUD WALL DIMENSIONS ARE TO THE FACE OF THE JOINTS. -. - - 3. UNITS ARE TO BE INSTALLED (INDICATED WITH BROWN 8. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER STUDS. 9. RELOCATION AND SETUP OF GONDOLA AND/OR RACKING AS 946B PICKUP STORAGE G HM-STL P126U I 1 3' 0" T-0" TEMPERED I ETR HM-STL P126U I -- 38.40, 41 RECEPTACLES AND COVERS) AS INSTRUCTED WITHIN THE TO BE 20'-0". - - - -- - - 5. WALLS AND INFILL OF EXISTING OPENINGS ARE TO INDICATED ON THIS SHEET WILL BE PERFORMED BY G C REFRIGERATED CASE LEGEND MATERIAL KEY CONSTRUCTION DOCUMENTS. REFERENCE 9 REF SPECIFICATIONS FOR LATERAL BRACING OF STUD MATCH THE CONSTRUCTION AND FINISHES OF 10. REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATED ON THIS ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR PARTITIONS. ADJACENT EXISTING WALLS. SHEET WILL BE PERFORMED BY G.C. PROPER LOCATION 10. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE w CASE 6. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL 11. LOCATE ALL 44" DEEP RACKS 6" FROM WALLS AND COLUMNS UNO. > ::JD o o�>LENGTH/ THE CEILING AT 48" OC FOR INTERIOR WALL STUDS THAT DO NOT TO MEETING WALMART QUALITY ASSURANCE 12. LOCATE ALL RACKS LESS THAN 44" DEEP 3" FROM ALL WALLS AND w w::-zuwoaWDS NUMBER QTY. _ DOOR NO. HM-STL HOLLOW METAL-STEEL GO TO DECK AND FOR ALL WALLS LESS THAN 6'WIDE REF 9 Al 2. ` uuLu�w " -a Z 0.391- c DESCRIPTION MFR OR SUPPLIER MODEL NO. I NOTES STANDARDS PROVIDE SEALANTS IN ACCORDANCE COLUMNS UNO. w o E O w W 0 Z Z RD3032.045 A 1 SFT REACH IN WITH CONDENSATE PUMP (FRENCH DOORS) HUSSMANN CORPORATION IDD5SU 5 TEMP TEMPERED LEGEND 11. USE GYPSUM BOARD BEHIND ALL FRP BOARD UNO. WITH DRAWINGS AND SPECIFICATIONS. REFERENCE 13. INSTALL ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS 1 a I(i,LL W Cr=O w a U o O ❑x w v 12 WHERE NO CEILING IS SCHEDULED, STOP 1/2" PLYWOOD SECTION 07900 FOR SEALANT SCHEDULE. WITH WAINSCOT. LOCATIONS SHOWN IN PLAN AND ELEVATION ARE cc -a �o a w a u,¢o o w RD3032.045-A I 2 I 12FT REACH IN WITH CONDENSATE PUMP (FRENCH DOORS) (HUSSMANN CORPORATION IDD5SU 5 SUBSTRATE AT 10'-0" AFF. 7. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE NOT INDICATIVE OF ALL LOCATIONS WHERE CORNER GUARDS ARE O L :°z¢. N z a m RD3033.145-A 1 3DR REACH-IN WITH CONDENSATE PUMP HUSSMANN CORPORATION RL 5 13. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS. SEALED AS REQUIRED FOR A COMPLETE AND PROPER TO BE INSTALLED. Z co coa°w a o i>w-w a CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, O LL o N S o z°z co=z H z RD3033.145-A 1 4DR REACH-IN WITH CONDENSATE PUMP HUSSMANN CORPORATION RL 5 INSTALLATION, REGARDLESS OF WHETHER SHOWN ON m ¢w o o a �w a�zw 5!8" TYPE X 1" VERTICAL GYPSUM BOARD PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS. Q z�� §o DLL a o a ❑ EQUIPMENT NOTES EXISTING GYPSUM BOARD CONTROL JOINT LOCATIONS AS REQUIRED BY CODE. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE J a ao a Z J�p w a z N ��Owom0�a�mo�oa REF SPECIFICATIONS NEW 14. ROOMS THAT HAVE 518" IMPACT RESISTANT GYP BD TO 48"AFF SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED a 2 oo z w a w=105 Z L2 5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM \ --h •: , NEED 5/8" GYP BD ABOVE 48"AFF. REF A7 FOR LOCATIONS. MATERIALS OR AS RECOMMENDED BY THE ~ _�� 0 a Lu 30 Xaa W W._ DEMO 15. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE THE UPPER o v,a o w a .� MANUFACTURER FOR THE SPECIFIC APPLICATION. RELOCATE (PAINTED) PORTION IS TO BE WATER RESISTANT GYPSUM BOARD IN LIEU OF GLASS MAT BACKER MATERIAL 16. WHEN MODIFYING OR BUILDING ANY NEW FIRE RATED �� AREA OF DEMOLITION PARTITIONS, ENSURE ALL PENETRATIONS AND JOINTS ARE PARTITION TYPES PARTITION LEGEND . • SEALED IN ACCORDANCE WITHTHE SPECIFICATIONS. 5/8" GAP 1 518" DRYWALL 17- PROPERLY SEAL ALL EXISTING PENETRATIONS IN EXISTING SCREWS AT 24" O.C. FIREWALLS TO ACHIEVE 1 HOUR RATING. 518" TYPE X • REFERENCE SIDE OPPOSITE SIDE DETAIL: GYPSUM BOARD B DOOR CARDREADER . co XXX zz PLACEMENT H WHERE NO CEILING IS PLAN: / NUMHE GH TR INDICATES STUD z INDICATED AND AT _ 1 • CARD READER. PRIMARY LOCATION RATED WALLS, LETTER ST NUMBER INDICATES 0 0" • CARD READER. ALTERNATE LOCATION CONTINUE GYPSUM INDICATES 12 STUD HEIGHT TO BOTTOM v GYPSUM BOARD VERTICAL GYPSUM BOARD BOARD TO DECK UNO PARTITION TYPE OF ROOF DECK TYP CONTROL JOINT NOTE TO G.C. REF PLANS • � REF SPECIFICATIONS METAL STUDS NUMBER INDICATES O _ G.0 SHALL ENSURE THAT GYPSUM BOARD '• F- REFERENCE SIDE STUD SIZE AS FOLLOWS, p E� , CARD READER I• OPPOSITE SIDE O 0 PLACEMENT DOES CD CO NOT INTERFERE A 1 - 1 5/8" METAL 6 -6" METAL WITH EXISTING 2 -2 1/2" METAL 8 -8" CMU O %• TACTILE EXIT 3 3 5/8" METAL 12 - 12" CMU SIGNAGE REF TACTILE SIGNAGE 1.41•1+•41•11010 NON-RATED GYPSUM BOARD WALL (NEW) A SCHART HEET ON THIS FINISH KEY 1 '-, 0 L o ., r, p • GYPSUM BOARD CONTROL JOINT NOTE P126U PICKUP ORANGE o p THE INTERIOR AND EXTERIOR CARD READER SHOULD Oa BE PLACED ON THE STRIKE SIDE OF THE DOOR. P162 PEPPERCORN SW#7674 CL O N 1 112"= 1'-0" W SINGLE HM DOOR CARDREADER PLACEMENT N.T.S. fY O INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE I I I 111 I I I I I I I l l l l l l l l l l l l l l l l l l r I I I Will HEADER HEADER HEADER JAMB1 LENGTH MEMBERS TRACKS STUDS (1)#10 TEK + DETAIL + + I SCREW EACH c -i I UP TO 4'-0" (2) C3 5/8x1 114"x20 GA (2) C3 5/8x20 GA (2) C3 5/8x1 114"x20 GA SIDE. SPACE + ~ + I UP TO 10'-0" (2) C6x1 518'x18 GA (2) C6x1$GA _ (2)C6x1-518"x18 GA AT 24" 0..C. aCw OVER 10'-0" & UP TO 14'-0" (2)C8x1 518"x18 GA __ (2) C6x18 GA (2)C6x1 518"x18 GA ,t__ _ I OVER 14'-0"& UP TO 18'-0" (2)C8x1 518"x16 GA (2)C6x16 GA (2)C6x1 5/8"x16 GA (2}#10 TEK SCREWS T -'-- - OVER 18'-0" & UP TO 20'-0" (2) C10x1 518"x16 GA (2)C6x16 GA (2) C6x1 5/8"x16 GA EACH SIDE AT JAMBS z OVER 20'-0" & UP TO 24'-0" (2)C12x1 518"x16 GA (2)C6x16 GA (2) C6x1 5I8"x16 GA 16 GA DEEP LEG ¢ m DEFLECTION TRACK. REF zo DNLINE GROCERY PICKUP O O NOTES: PARTITION DETAILS I= 00 0 1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9". - C6" x 1 5/8" x 18 GAUGE EACH ISSUE BLOCK 2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED. SIDE OF JAMB. FASTEN TO 3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW THE HEADER IS 19'-0". _ TRACK WITH (2)#10 TEK - 4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH THE PARTITION SCREWS EACH SIDE. DO - I --. BRACING DETAILS. 3 5/8" JAMBS BEYOND 13'x"ARE TO BE BRACED ABOVE THE NOT ATTACH TO JAMB + I NEW PRINTER OPENING AND SUCH THAT THE MAXIMUM UNBRACED LENGTH IS NOT EXCEEDED. _ DETAIL-C +F AND STAND - 5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF SECTION B THE PORTION OF WALL ABOVE THE OPENING. _ I NEW MANAGERS 2'-4" 7'-5" I DOUBLE MTL STUD - , + " I I L'- , I STATION IME ---t-i- _ METAL STUD REF I AT JAMBS REF SCHED I L 1 J I + I B�[InL !' I l !I \` PLANS AND SECTIONS I W I LJ fl L i77 JI �� ` #10 TEK SCREWS AT + - ; E pl� V �ll(1)#10 TEK SCREW AT I 16" OC VERT.EACH VERTICAL STUD I FREEZER , _ IOWh ! \ I • s46A20 GA BOTTOM TRACK 21171 16 GA TRACK WITH {3}#10 / X ' ' ^rP . I� • J - MI TEK SCREWS EACH SIDE -- .I II TOP TRACK REF TO HEADER AND (6)#10 METAL STUD I y II �-- II -:-' • SCHED /r- TEK SCREWS TO JAMB ATTACH TO SLAB 20 GAUGE HEADER REF SCHED - + I j L. WITH (2) 0.145 DIA. CONT. STUD 16 GA TRACK WITH (3)#10 TEK �I / v - - l - v -p STUD HEADERS REF /I I PAF'S AT BASE OF TRACK I SCREWS EACH SIDE TO HEADER / I / Ec PICKUP --, SCHED / . - ) AND (6)1±10 TFK SCREWS TO JAMB , _ STORAGE FINISH AS INDICATED J I JAMB + +� / I EXISTING \, �� \-.. INFILL _ 9. .+ METAL STUD JAMB I1 ELECTRICAL PANEL 1946 / OGP DOLLIES, TYP. OPENING BOTTOM TRACK REF �.� II I I ,: a :+•- :f.. _ REF SCHED SCHED a .• _ ;4` _ - TO REMAIN i HEADER a• . 16 GA TRACK TO TOP - i - - - ASSEMBLY I •° ._ OF HEADER r ._I_.,��.� • FASTEN HEADER ASSEMBLYI WITH (1)#10 TEK SCREW AT VARIES REF SCHED (1)#10 TEK SCREW -- (2) 0 145 DIA. f 1r A6 EACH FLANGE AND 12" 0-0- / / (2)#10 TEK SCREWS - EACH FLANGE OF PAF'S AT 24" I 4`1 1,111' - s. i CHECKED BY: DTB FOR THE LENGTH OF THE AT 24" O.G VERT EACH STUD O.C. DETAIL I ,�_ t� . ..- w, - __ i• HEADER D i ,_ :_ = :, = *, I - _� _i In I DRAWN BY ZMK, EG 8' MERCHANDISER I g SECTION-A SECTION-B DETAIL-D I r ' g.�„ 4DR MERCHANDISER 13 DR MERCHANDISER 12' MERCHANDISER 12' MERCHANDISER RD3032 045-A r it�' r . III Al PROTO CYCLE: 12/20/19 I. �1 = RD033.145-A RD3033.145-A RD3032.045-A RD3032.045-A * 'I I I A - - ,II - M ❑ �� '� --� _ _- I _Li ❑ �_11_ _4-1 - - DOCUMENT DATE: 01/28/20 L I -- I B' 9" ,� I l 0 HEADER CONNECTION DETAIL '� �r 1 112" = 1' 0" - NEW AR DOOR LEAF AND HARDWARE. REF.5lA5 PICKUP STORAGE FLOOR PLAN - 3116"= 1-0" DOOR 946 PICKUP STORAGE IMPORTANT NOTICE: VARIES II NO STOP AT CASED OPENING WALL FINISH THIS DRAWING SHALL /l( TYPICAL DISTANCE TO EXISTING WALLS ETR. PATCH AND REPAIR ANY HOLES IN NOT BE USED FOR , 1 / WALL AT HINGE SIDE ONLY EXISTING WALLS. 0 0 0 CONSTRUCTION Er 1 • -\ UNO NEW WALLS DO NOT PAINT. REF SPECIFICATIONS FOR FINISH. UNLESS SEALED, CONTINUOUS SEALANT. SIGNED AND DATED BY EACH SIDE - - �n FLOOR REMOVE THE LICENSEE IN - ii - - CONTINUOUS SEALANT, EXISTING MOP NO STOP AT EACH SIDE. EC ETR. SINK AND RESPONSIBLE CHARGE CASED OPENING REMOVE EXISTING CERAMIC TILE TO SLAB. SCRAPE AND I WATER HEATER I - REMOVE EXISTING (AORIEOR). CLEAN THE SLAB TO REMOVE ADHESIVE AND DIRT. PATCH RACKING REMOVE EXISTING DOOR `\ AND REPAIR CONCRETE IN ACCORDANCE WITH II VARIES �- WALL I SPECIFICATION SECTION 03905. T� l I �• u �� ,�n� \‘,/ I,r O LEJ DOOR AND FRAME Jr, CEILING I I �J u u - au - - - - - �D r� -.� �� _ _ _ _a DEMO EXISTING REMOVE LAY IN CEILING DEI ! _ ��/ - - - /� I I 1 I I _ I / PORTION OF WALL `<3 --'0 OPEN TO STRUCTURE ETR. �� FREEZER E Z E F _ r T '� 0HEAD JAMB �-T I - - - - - - ry - : ► ► DAMP L Hs rl �+ CC 6 DEMO DUCT. REF MECH. - • . f 1 112' = 1'-0" 1 112" = 1'-0" � � � ' �- I,I: �: 1 / /' I' N li lli�7T A. ANSA 0 46 I c'Z' fl- / 11 11 / - 1I -N71- / 11 -- 1I 7 r r"- N I I I I ' I I I I Z Nom ' If 11 10 II 1 I I XI I rC:57 N it OF CO' 6'-0" x 8'-0" Off1 A II II / II II II k l - - i_ __ - - - =J /---JI ` ?'1 SURFACE C�-- SURFACE MOUNTED DOOR TO REMAIN -j Li --*----_________________ �L' d1! � � ' �I, � ' - !al 2 �, /`` ' MOUNTED AUTO DOOR J.BOX, BY GC. REFk DEMO SINK, - - CONTINUOUS ELECTRICALREMOVE EXISTING I 1 DEMO EXISTING SD AND PT GEARED HINGE -- DOOR ALARM RACKING AND STORAGE I• \ I \ COUNTER WITH / \‘ 6„ 7t 5 �' ,P126U - BULKHEAD 2" 2" )' CD PROCESSING -_ I _ / / f / - - - / / STAND ALONE / / / / 1126U 1� iI I DEMO CERAMIC TILE N _. ', / // / CARD SWIPE f // / PREFINISHED i � ' ' 11j1-7.1 I I / / / / I _� ---1-1- - - RECYCLING CENTER 0 ---\--; - J / ,/ f \ f f/ , / BY VENDOR I I 11 I I 11 - ----- 11 I FLOOR N B �, A 3_ [,, ,11- ' -- - - a �. - - ._,::,u,_- _..D.,_ - ij L� _. r - - PLANS AND o �� - �X NEW HM STL "G" Q Q __ N ` TYPE DOOR. ,/ o o I I DEMO STANLEY a PREFINISHED / v PANIC HARDWARE JI DOOR AND STORE - •� ELEC 'IC TDEMO ACT:CTRIC DETAILS °o ¢ BY VENDOR. MI I �� REMOVE EXISTING RACKING CA" CAF1D'-0"AFF CART FRONT SYSTEM. n \ - ARMORPLATE - AND STORAGE • N FOR SPECIAL PROJECTS G.0REMODEL TO PAINTPROJECTS EXISTINGTHENEW AND DOOR \ REMOVEHARDWARE.EXISTINGFRAME BOOR ISLEAF AND FRAME P126U. IN HALF GLASS NARROW LITE w HOLLOW METAL EXTERIOR VIEW INTERIOR VIEW DOOR COMES PREFINISHED AS P126U. G.C. TO PAINT EXISTING TO REMAIN. EXISTING DOOR LEAF AND ENTIRE FRAME P126U m FRAME TYPE DOOR TYPES OGP DOOR TYPE OPTION VENDOR WILL FURNISH AND INSTALL DOOR, PROCESSING DEMO PLAN 4 AUTOMATIC DOOR OPERATOR, HARDWARE - CI 3/16"= 1-0" 3116"= 1'-0" 114" = 1'-0" AND MAKE FINAL CONNECTIONS AND TEST 3/16'1 = 1'-0" -/// THE OPERATOR TO ANSI 156.10 SHEET o• j� STANDARDS A 1 2 e N• 0 o D NEW/ EXISTING SIGNAGE SCHEDULE SIGNAGE GENERAL NOTES 0 ul (FOR REFERENCE ONLY) ti C.:_ : o INDIVIDUAL 1. SIGNAGE FURNISHED BY WAL-MART AND INSTALLED BY OTHERS. : N SIGNAGE LOCATION QTY COLOR SIZE AREA TOTAL AREA 2. ALL EXISTING WALMART EXTERIOR SIGNAGE IS TO REMAIN IN PLACE ON THE BUILDING UNTIL THE EXTERIOR SIGN COMPANY IS ONSITE. THE EXTERIOR SIGN _ �COMPANY WILL_ REMOVE EXISTING SIGNAGE AND INSTALL NEW SIGNAGE. ONCE NEW Ut? le EXISTING FRONT 51GNAGESIGNAGE IS INSTALLED, GENERAL CONTRACTOR WILL PERFORM PATCH, REPAIR,ANDWALMART 1 WHITE 5'-6" 298.00 SF 298.00 SF PAINTING WORK NOTED IN PLANS AFTER NEW SIGNAGE IS INSTALLED =" (SPARK) 1 YELLOW 8'-0" A. FOR STORES THAT REQUIRE STRUCTURAL MODIFICATIONS OR REPAIRS FOR Uw MARKET& PHARMACY 1 WHITE 2'-6" 102.74 SF 102.74 SF I INSTALLATION OF NEW EXTERIOR SIGNAGE,A TEMPORARY BANNER WILL BE LINSTALLED BY THE EXTERIOR SIGN COMPANY PRIOR TO REMOVAL OF EXISTING w EXTERIOR SIGNAGE. BANNER WILL REMAIN IN PLACE UNTIL ALL MODIFICATIONS -1 > r TOTAL FRONT SIGNAGE 400.74 SFr, AND/OR REPAIRS HAVE BEEN COMPLETED AND NEW SIGNAGE IS INSTALLED. GC in SHALL PRIORITIZE MODIFICATIONS/REPAIRS REQUIRED FOR INSTALLATION OF M ~ NEW BUILDING SIGNAGE I NEW EXTERIOR SIGNS WHILE EXTERIOR SIGN COMPANY 15 ON SITE B. TEMPORARY BANNER WILL BE(SPARK) 1 XIMATELY 125 SF (5'X25'). WHITE O1M 4'5 3/8" 65.43 SF I 65.43 SF C. EXTERIOR XTERICOMPLSIGN DURING WEEK 6 0 TO B EOC SCHEDULED, COORDINATED, OOON c INAATED,AND LE. TOTAL NEW SIGNAGE 65.43 SF 3. GENERAL CONTRACTOR RESPONSIBILITIES A. REMOVE EXISTING EXTERIOR BUILDING SIGNAGE AS NOTED ON SHEET A2. TOTAL BUILDING SIGNAGE 466.17 SF (LIGHTED ID/LOGO SIGNS WILL BE REMOVED BY OTHERS.) w ° B. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW EXISTING CONSTRUCTION W ge 1 w w W°o> WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH j u- coo w R z z co F SIGN ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM CONSTRUCTION CC a r rn w W o"n 4 w z MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE 1Y a s 1-a a w E 0°z o 0 w DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS. AND INCLUDE 0 it 1-z z a o T o>- PHOTOGRAPHS FOR CLARIFICATION. z m o �a o a o W LL0W,, z Q °oU7KUOWI- 2n C. PROVIDE SUBSTRATE SUITABLE FOR INSTALLATION OF SIGNAGE. REFER TO 0 z m)o z z W-.z z DETAILS ON SHEET A2. FOR LIGHTED ID/LOGO SIGNS COORDINATE TIMING OF Q z�� l o o o L¢°z o WORK WITH WALMART SIGN CONTRACTOR. - -a° x z w o u w w o zz N D. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW"Walmart" and"spark" a °o% w°c- 5 z 0)° SIGNAGE. EXISTING (8) BOXES FROM "WAL«MART" SIGNAGE MAY BE REUSED. H T wa z J W LLW O WW J z S'' wncao>c QE. PROVIDE JUNCTION BOXES AND CIRCUITRY TO TENANT SIGNAGE LOCATION SHOWN. REFER TO ELECTRICAL. F. INSTALL ACCESS DOORS AND FRAMES IN GYPSUM BOARD CEILINGS IF REQUIRED BY RELOCATION OF EXISTING TENANT SIGNAGE. G. VERIFY VOLTAGE AT CIRCUITS FEEDING LIGHTED SIGNAGE. REFER TO ELECTRICAL I- H. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE w 4. SIGNAGE CONTRACTOR RESPONSIBILITIES THROUGH WALLA. REMOVE ALL LIT SIGNS UNLESS NOTED OTHERWISE. PROTECTION TUBE 17.-------------------- p¢-, B. FURNISH SPECIFIED CONDUIT FOR LIGHTED SIGNAGE. FURNISHED BY WALMART EXISTING WATERPROOFING MEMBRANE u C. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL CO INSTALLED BY SIGN 0 PENETRATIONS PER SPECIFICATION SECTION 07900 z �� REMOTE POWER SUPPLY ENCLOSURE PROVIDED w D. INSTALL SIGNAGE PER DETAILS ON SHEET A2. < N I- CONTRACTOR INSTALL PER AND INSTALLED BY SIGN CONTRACTOR MFR RECOMMENDATIONS •- N— � SEALANT AT PERIMETER AND ANCHORS OF REMOTE O FULL BED OF MULTI- POWER SUPPLY ENCLOSURE BY SIGN CONTRACTOR (.3-1 U COMPONENT SEALANT AT PERIMETER OF CONDUIT SIGNAGE CONDUIT FLASHING AT LOW VOLTAGE WIRE BY SIGN INSTALLER PENETRATIONS. PROVIDED BY WALMART INSTALLED BY w SIGN CONTRACTOR. REF INSTALLATION INSTRUCTIONS. = 0 INSTALL LETTER BACK O w O O O PRIOR TO INSTALLATION 3/4" LIQUID TIGHT FLEXIBLE METAL CONDUIT = Q BY SIGN INSTALLER BY BUILDING GENERAL CONTRACTOR O w \,6 ix CD C=D z_ HILTI HPS 1/4" X 1 5/8" z �- O O ANCHOR PROVIDED BY 1 _ _ - - _ .___ o WALMART AT EACH ' \1 �, O SIGN CONNECTION �� to Lu POINT INSTALLED BY Lu SIGN CONTRACTOR 3/4" CONDUIT TO PANEL c O O N O BOARD REF ELECTRICAL Lu Q _ M p a= LOW VOLTAGE WIRE PENETRATIONS w ~ Q N BY SIGN CONTRACTOR4Co Z ti INDIVIDUAL PLASTIC CL W ILLUMINATED CHANNELr V Q LETTERS BY SIGN 211_ . _N, SUPPLIER I— INSTALL LETTER FACES — O- '� � - — -- W/SET SCREWS,TYP . BY SIGN INSTALLER SEALANT AT LOW VOLTAGE WIRE PENETRATIONS BY SIGN CONTRACTOR EXISTING ROOFING SYSTEM w m EXISTING STRUCTURE n PRE MOLDED PIPE FLASHING. ATTACH z PER ROOFING MFR RECOMMENDATIONS 0° BY BUILDING GENERAL CONTRACTOR -- INLINE GROCERY PICKUP , SEALANT ALL AROUND BY BUILDING GENERAL CONTRACTOR ISSUE BLOCK LOCATE ANCHORS AND WIRING/CONDUIT LOCATE CONDUIT PENETRATION 4'-0" MAX PENETRATIONS PER SIGN ATTACHMENT FROM POWER SUPPLY. PROVIDE ONLY TEMPLATE PROVIDED BY WALMART ONE ROOF PENETRATION FOR ALL WHIPS. 0 SIGN ATTACHMENT 1 112" = 1'-0" 0 7_-__ EXISTING PAINT COLOR -- PLACE NEW TO REMAIN. / PICKUP SIGN IN LOCATION SHOWN. zN NOTE: NOTE TO SIGN INSTALLER: ALL SIGN PENETRATIONS ABOVE ALL PRIMARY MOUNTING HOLES MUST BE UTILIZED. IF MOUNTING THROUGH ROOF LEVEL MUST BE A CLEAR PRIMARY HOLE IS OBSTRUCTED BY REBAR, METAL STUDS, CHANNELS, OR DCO I ° nn "' MINIMUM OF 8"ABOVE DECK OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH i ', o[N,ol�l CHECKED BY: DTB THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED C o WITH PREDRILLED HOLES THROUGH WASHERS. ALTERNATE HOLES ARE DRAWN BY: ZMK, EG INDICATED WITH WASHERS ONLY OR ARE OTHERWISE MARKED EXISTING PAINT TO REMAIN. PROTO CYCLE: 12/20/19 SIGN MOUNTING /e 14' 5 3/4" / --- WHITE PLASTIC LETTERS 5 LOCATION (TYP) FIELD 14'-8 5/16" A2 DOCUMENT DATE: 01/28/20 VERIFY EXACT I. LOCATIONS ELECTRICAL PENETRATIONS (TYP) �� o O FIELD VERIFY EXACT LOCATIONS IT N U0 0 N D72 I ` o ,� D�° o 0o J N ' J' `r- I(2 ti) ROOF LINE - �� REF BLDG ELEVATIONS N__ L _ ~ CENTER OF SIGN PLASTIC LETTERS MA UCH 65.43 SF JOIST BEARING 7 SW#6904"GUSTO GOLD" REF 4-A2 FOR NEW OGP MOUNTING DETAIL DOOR ELEVATION LINE IMPORTANT NOTICE: PICKUP SIGN MOUNTING DIAGRAM 2'-6" 9 PICKUP SIGN FRONT ELEVATION THIS NOTBEUS ED 4 114" = 1-0" 0 118"= 1' o" CONSTRUCTION .2'--6" -6 PICKUP SIGNAGE DETAIL UNLESS SEALED, SIGNED AND DATED BY 114" = 1' 0" THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). .0.0 ARA/ OAVIi' L iOFFMAN 2 - EXISTING SIGN A2 TO REMAIN Ih►ICHiTA.KAIySAS �41 • RELOCATE EXISTING OF SAY S1GAL r i \ , I I I I opo trAgnMp I I I f I I I I I I �0, I EXTERIOR t i ELEVATION 0 EXTERIOR FRONT ELEVATION 1116"= 1'-0" 0 a SHEET: 0 0A2 N m n o '4) {C6 (11" O c 'c' O co m aa AU v N -§" _Eo F4 W �y J E2 M M w ct OL r- N raw WWLL O~Occ N zwo aZOZ D Ow noF-w ZFw OwV0 zcorFwcbwo_61-z Et 2FQuJ ,, aoOwo tIda FQQatLcn4QOw O WFW }OQQOCF=qrm cLc03Z0¢0=5UF-ce4 Z QU Qo[wn�0F0W0-YE _O 1 z p0Zzoxzz Ow QnC'w Qwc000< ~• za CCS2 1—.Cr QO in0O U w cr d• 00� 0¢W0a5V0o0� W Q�Q Q D Z • =c � OQ�r6- <wOwwj= CD F- FUdln20w Th 4E- I- z Q J INSTALLATION NOTES: D 1. THE ROOF PENETRATION CURB, HOOD AND CLOSURE PLATES ARE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR z 2. ALL HOOD PENETRATIONS SHALL BE THROUGH THE VERTICAL CLOSURE PLATES ONLY. PIPING AND CONDUIT SHALL BE INSTALLED BY 0 THE TRADE CONTRACTORS WITH THE PIPE AND CONDUIT CENTERLINES 5"ABOVE THE TOP OF THE ROOF CURB WITH A MINIMUM OF 1" BETWEEN THE PIPE AND CONDUIT EXTERNAL SURFACE 3. THE GENERAL CONTRACTOR SHALL CUT AND INSTALL THE VERTICAL CLOSURE PLATES AFTER ALL PIPING AND CONDUITS ARE INSTALLED AND SEAL ALL PENETRATIONS AS NOTED IN THE DETAIL AND PROVIDE CONTINUOUS SEALANT AT THE PERIMETER JOINT 0 0 BETWEEN THE CLOSURE PLATES AND HOOD AND CURB AND WHERE THE CLOSURE PLATES OVERLAP. REF SEALANT SPECIFICATION. O 0 O EXPANDING FOAM SEALANT SHALL NOT BE USED WHERE SEALANT IS EXPOSED TO THE EXTERIOR. 4. EXTEND EXTERIOR REFRIGERANT AND WATER LINE EXTERNAL PVC INSULATION JACKET 1" INSIDE HOOD METAL CLOSURE PLATES. CD CO 0 % / - SPHOOD I J (C) GALVANIZED 1/4" PER FT. GALVANIZED METAL CAP 0 c W/ HOOD AT PIPE 12" CLEARin I- c17! o PENETRATIONS 0 in a 2 PIECE GALVANIZED METAL VERTICAL 0 .b.. 1 't9 CLOSURE PLATES, INSTALLED BY GC. � ❑ FIELD CUT TO FIT AROUND CONDUIT AND \ 5 L.L n cNj INSULATED REFRIGERATION PIPE INSULATION (1/8" MAX. GAP < w {ILINES AND CONDUIT MOUNTED i — N BETWEEN PIPE/CONDUIT AND PLATE), REF PLAN rr� TO UNISTRUT; UNISTRUT TO /7 '\\ \ FASTEN TO HOOD AND CURB WITH SHEET CLEAR INSIDE OPENING V BE ATTACHED TO CURB ( Ci V L ! _ METAL SCREWS W/NEOPRENE WASHERS - INSTALL UPPER ;! U) f - - ._ ! 4 EA SIDE AND 6" OC TOP AND BOTTOM \ -- w . • - PLATE TO OVERLAP O H #12x2" SS SCREWS ( - - WITH NEOPRENE/SS dI r BOTTOM PLATE ON BONDED WASHERAT8" OC - TO REFRIGERATION I I I I EXTERIOR SIDE WITH \ II - \ EQUIPMENT REF I I 1" MIN PLATE x, 11 II REFRIGERATION DRAWINGS I I OVERLAP FASTENER AND PLATE +I II VIEW PLAN , FOR SIZE OF PIPES CONTINUOUS ( I I I �'� w 7:41 I FULLY ADHERED FLASHING SEALANT ALL PLATE TO OVERLAP m CONT EDGE SEALANT - I 2 SIDES AND I I I I D b 1F REQUIRED BY MFR _74,-11 II - MEMBRANE EXTEND UP AND CURB 1" MIN N PENETRATIONS / 1 z OVER TOP OF CURB I I II r PERIMETER TYP I I I I ROOF SYSTEM AND m0 ROOF MEMBRANE �„"" MANUFACTURED CURB STEEL DECKING INLINE GROCERY PICKUP -� T 01+1.1.11111 - • I I r 1 ♦♦♦♦♦Oi♦i♦i♦iiii♦♦! 111 I11 1 lari •0♦♦♦♦ •♦♦♦♦cltj,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦esi T I I L. / 118" I/ 2" �_. _ II IIS __ - --- I I. . I _ . , i ISSUE BLOCK IIID N ( f I mu 111t UPINSULATION (TYP) _ _ 3"x3"x114"ANGLE. WELD TO I I HH I I I EXIST JOIST TOP CHORD OF JOIST WITH BATT INSULATION WHERE APPROVED BY LOCAL 118„ V 2" JURISDICTION WRAP PIPE WITH 118"x2" FILLET WELD 1 I I I TYP. BOTH ENDS 2" INSULATION BOARD 4 1�i w I f MEMBRANE VERTICAL PIPING AND k� STAINLESS STEEL DRAW BAND CONDUIT TO BE ATTACHED OPENING FOR TO ANGLE. REFER TO REFRIGERATION LINES AND PLACE CONTINUOUS PIPING/CONDUIT SUPPORT CONDUIT. COORDINATE 3"x3"x114" i SEALANT UNDER PIPE DRAWINGS FOR CLAMP LOCATION W/ ANGLE I i FLASHING REQUIREMENTS. REFRIGERATION EQUIPMENT. PIPE STRAPS TYP - - MOLDED PIPE FLASHING EACH INSULATION BOARD �� L OPENING FOR CONDUITS OR 1 /— HEAT WELD OR ADHESIVE IIATTACH TO ROOF REFRIGERATION LINES AND MAINTAIN 1/2" - CONDUIT 1111110 IJ�1 I� ill I I 1 J 11 • GLASS FIBER INSULATION CLEARANCE FROM PIPE ' -- PAINT TO MATCH " '� �' I AND INSULATION BOARD PLAN VIEW ADJACENT STRUCTURE .rG REFRIGERATION LINE ROOF PENETRATION ROOF PENETRATION 01" = 1'-0" i., ,„ 1'-0" CHECKED BY- DTB DRAWN BY: ZMK PROTO CYCLE: 12/20/19 C-1 @.',1) DOCUMENT DATE: 01/28/20 IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION E �_ �__ _ ,L- - - _ — — — UNLESS SEALED, B l SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE 2„ (AOR/EOR). 1 2x4 TREATED 0 co WOOD NAILER w w INSULATION BY Li_ ¢ 3" GENERAL CONTRACTOR JAVIC L pl`fMAi� NN 41111P0.1/1 / 4 LJ DECK RCU 1 ANGLE FRAME READ FOR REF ELECNE TRICAL (pl. WICHITA. KANSAS • OPENINGS IN ROOF DECK AND STRUCTURAL GREATER THAN 10"X10" 9�Eo� a _ REF STRUCTURAL 1 1 1 i 4I ) R -^1 NON-STRUCTURAL CURB / T-0° e 20.-8 1/2" I 2" 2' zo N i 3 i / / Fr ir L - AIV V � N` 2x4 TREATED ..‘KROOF CURB • • • EA) ROOF PLAN 2x4 TREATED WOOD NAILER OUTLINE '-. WOOD NAILER AND DETAILS _ U w INSULATION BY w w _ INSULATION BY O I I can EE GENERAL Q - GENERAL , w > r3 CONTR• ACTOR �w —r-3" CONTRACTOR I —I lif DECK DECK — L t J S\OCONSTRUCT CRICKET \ OF TAPERED ROOF STRUCTURAL CURB (AHU) STRUCTURAL CURB INSULATION SLOPE 1/2" PER FOOT UNO CURB CRICKET ROOF PLAN 1 112" = 1'-0" 112"= 1' 0" 118" = 1'-0" o SHEET: b u-I A4O 4 _th N SHEET NOTES OWNER SUPPLIED ITEMS VENDOR a ca.� u' 1. THE QUANTITIES (COUNT) OF ITEMS WDS NUMBER COUNT DESCRIPTION MODEL VENDOR NUMBER o PURCHASED BY OWNER AS SCHEDULED ON [MUELLER DOOR CO INC][CHASE INDUSTRIES INC] Y 06 THIS "OWNER SUPPLIED MATERIALS AND ITEMS" i t-41 TRAFFIC DOOR - FLEX- PAIR I[MUELLER DOOR CO INC] [CHASE [1000188765] 2 Q SCHEDULES, MAY NOT ACCURATELY REPRESENT THE ACTUAL QUANTITY REQUIRED I ;INDUSTRIES INC] [1000037052] M TO COMPLETE THE SCOPE OF WORK INCLUDED DH PACE CO INC j v '� IN THE CONTRACT DOCUMENTS. ACTUAL I 2 HALF LITE DOOR-SINGLE DH PACE CO INC 1000050759 a) § QUANTITY (COUNT) OF OWNER SUPPLIED ITEMS I 1 NARROW LITE DOOR-SINGLE OH PACE CO INC 1000050759 SHALL BE DETERMINED THROUGH Ai W o HUSSMANN CORPORATION THOROUGH REVIEW AND ACCOUNTING OF THE CONTRACT DRAWINGS. IRD3033.145-A 2 REACH-IN WITH CONDENSATE PUMP RL HUSSMANN CORPORATION 1000048208 w IRD3032.045-A 3 REACH-IN WITH CONDENSATE PUMP (FRENCH DOORS) IDD5SU HUSSMANN CORPORATION 1000048208 > 6 2. REFERENCE APPENDIX A IN THE NATIONAL CART CO. +n H SPECIFICATIONS TO DETERMINE WHO IS • 1 MANAGER'S CABINET IWMLC-1832 (NATIONAL CART CO. 1000041654 I M RESPONSIBLE FOR THE INSTALLATION OF ORBIS OWNER FURNISHED PRODUCTS. PU1075 240 ITOTE ICR2416-10, 3H (NPL-678) ORBIS TBD AES INDUSTRIES, INC. 2 I CURB I N/A I AES INDUSTRIES, INC. 1 1000059359 HUSSMANN J D 2 I REMOTE CONDENSING UNIT I IDD5SU-VCT I HUSSMANN I 1000048208 I w 7 o UW 0I-} Cl) p N zwV dz0z¢ LL Ui _z h O z� � cr p Ow wmz---z FTu wutf o�wo • a.< }o ��ao¢rncjm U- wo 0zoi-2T5161-=o¢ z QU po,Q'iOWWO O • f)OOOU 5u Oi„<o u • �zoWoma�Wo�o¢ oorghw¢„ sg5z2u,=w Ewazhhoh¢owanhw = � 0¢PoELXwOww�= Cn h�hoo ow��xs¢h Cf) I- z H J () z 0 U co ° CD CO FH 0 �I o co O O L oma, Q w 0 Lu m 2 z m ONLINE GROCERY PICKUP ISSUE BLOCK CHECKED BY: DTB DRAWN BY: ZMK PROTO CYCLE: 12/20/19 DOCUMENT DATE: 01/28/20 IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AORIEOR). OAVIP L 1. AN ifira "1 cif> WICHITA. KANSAS • 4.74” OF Or OWNER SUPPLIED ITEMS (NOT FOR PERMIT) a SHEET. 00 1 0 DESIGN LOADS 1. BUILDING CODE A. BUILDING CODE 2019 OSSC (2018 IBC) 2. GRAVITY LOADS A. ROOF LIVE LOAD 20 PSF (OR SNOW LOAD) B. GROUND SNOW LOADS (Pg) 25 PSF 3. LATERAL LOADS A. WIND LOADS 1. BASIC WIND SPEED (3-SECOND GUST) - ULTIMATE DESIGN WIND SPEED 97 MPH - BASIC DESIGN WIND SPEED (SERVICE) 75 MPH 2. WIND EXPOSURE CATEGORY C 3. RISK CATEGORY II B. SEISMIC LOADS (SERVICE) W >.uj 0 1. 5% DAMPED MAPPED ACCELERATION PARAMETER (Ss) 86.5% w P n o W W o o ct 2. 1-SEC PERIOD MAPPED ACCELERATION PARAMETER (Si) 39.5% ( 0 o 2W Z $2 0 N< 3. 5% DAMPED SPECTRAL RESPONSE COEFF. (Sds) 0.692g wo z?`ui LYA, 4. 1-SEC PERIOD SPECTRAL RESPONSE COEFF. (Sd 1) 0.502g r w a t 0 3 a o?o o w 5. SITE CLASS D O a0 cJnao�oowg1-1 6. RISK CATEGORY II ZO a`,..1-, w . 401-IL) 00wn~oIO 7. IMPORTANCE FACTOR (Ie) 1.0 � 2 Z N x 0 o as a 8. SEISMIC DESIGN CATEGORY D Z z N w w o o 0- Do5.wOmw-a-cnowo17- g �,L¢0x0WQ 1. w WPc9Aaaow SLEell GENERAL NOTES GENERAL 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS. .4J* SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 2. EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT"AS-BUILT' CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BID. WITHIN ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD I- =m y, VERIFY ALL EXISTING MATERIAL, MEASUREMENTS, AND ELEVATIONS AND SHALL NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER OF z RECORD AND THE OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL CONTRACTOR EZ i' F=' "i SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS,AND KNOWN COMPLICATIONS WITH n €V q o THE MATERIAL SUPPLIERS. z r -m.n 3. GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND 0 } EXISTING CONDITIONS. 4. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC DURING CONSTRUCTION. RESTORE ALL ITEMS DAMAGED,AS REQUIRED BY OWNER'S REPRESENTATIVE, TO THE OWNER'S SATISFACTION AT NO COST TO OWNER OR WITHOUT a EXTENSION OF CONTRACT TIME. 0 0 5. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABLITY OF EXISTING NOTE: STRUCTURE DURING ALL PHASES OF CONSTRUCTION. ANGLE SUPPORT FRAMING IS REQUIRED AT ALL EXHAUST FANS CAPPED CURB, 7. BEFORE OR CONCURRENT WITH ANY EXCAVATIONS ADJACENT TO THE EXISTING BUILDING FOUNDATION OR SLAB, GENERAL AND ROOF DRAIN PENETRATIONS, REGARDLESS OF SIZE. REF ARCH & MEP CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT FOR THE BASE AND SUBGRADE OF THE EXISTING SLAB AND % 0 ATTACH CURB TO FOUNDATIONS TO PREVENT UNDERMINING. 0 CO NOTE ATTACH CURB TO CHANNEL WITH 8. GENERAL CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE EXISTING STRUCTURE AND BUILDING CONTENTS DURING �� #12 TEK SCREWS AT WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT. O O 12" OC, TYP 2 SIDES 9. GENERAL CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE REF ARCH/MECH FOR ANGLES WITH #12 TEK - , _ - - , SCREWS AT 6" OC ti STRUCTURE FOR MECHANICAL. ELECTRICAL AND PLUMBING WORK. ROOF PENETRATIONS. EXACT LOCATIONS OF -Iu -LI C6x8.2 CONT INSTALLED OVER STRUCTURAL STEEL V___I O ~O NON- 1, STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS. FABRICATION AND ERECTION STRUCTURAL 4" EXISTING ROOF DECK NON- ATTACH METAL DECK !II. SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE"AISC CODE OF STANDARD PRACTICE". CI Q ROOF CURB EXISTING MTL ROOF 1/8 1 '� STRUCTURAL TO ANGLE WITH#12N /TYP EACH STRUCTURAL STEEL YIELD ASTM SPECIFICATION0 �„ ROOF CURB TEK SCREWS AT 6" OC DECK TO REMAIN 1/8 1 \JOIST A. PLATES, CHANNELS, ANGLES, ANCHOR BOLTS: 36 KSI A 36, UNO o FIELD ��/ r F's_- �� n n ! Ill B. ROUND BARS FOR JOIST REINFORCEMENT: 50 KSI A 529 LJ,� W T `�I VERIFY / ATTACH CURB EXISTING CL OF EXISTING ROOF DECK TO ANGLE WITH \ ROOF DECK �� ( �I C. WIDE FLANGE STEEL SHAPES: 50 KSI A 992 0 } EXISTING JOIST #12 TEK SCREWS D. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SHAPES: 50 KSI A 500 GRADE C I- U)- jjj AT 6" OC E. ROUND HOLLOW STRUCTURAL SHAPES: 46 KSI A 500 GRADE C 0 I- u r \>- B , l 7� F. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020, 0 o ► ' - I INCLUSIVE) D ►� j i� j LU X LU X r EXISTING JOIST REF 2-S1 FOR JOIST 2. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITOR PRIMER PAINT CONFORMING TO THE SPECIFICATIONS. REF --- ' - EXISTING JOIST L5x3x1/4 (LLH), TYP TO REMAIN REINFORCING AT SPECS FOR PROTECTIVE FINISH FOR EXTERIOR STEEL. FIELD TOUCH UP ALL UNPAINTED, NICKED AND WELDED AREAS. PAINT ALL � � I TOP CHORD CHANNEL LOCATIONS STEEL EXPOSED TO VIEW TO MATCH EXISTING. _ _ CL OF L5x3x1/4 (LLH), / 1/ 3116 \ / 3. WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN. EXISTING JOIST TYP CL OF JOIST D 4. PROVIDE L5x3x1/4 (LLH) FIELD-FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", UNO, (INCLUDING E.> , 3116 IL IL ROOF DRAIN AND EXHAUST FAN OPENINGS REGARDLESS OF OPENING SIZE), REF 4-S1 FOR DETAIL. 3/16 [), 118 1 (TIP m 3/16 1/8 / 1 D STATEMENT OF SPECIAL Z PLAN VIEW SECTION A SECTION B SECTION A SECTION B INSPECTIONS OPENING IN ROOF LARGER THAN 10"x10" REMOTE CONDENSER ROOF CURB SUPPORT ISSUE BLOCK 4 SPECIAL INSPECTIONS ARE REQUIRED REFER TO APPENDIX B OF THE 1 : 6 6.0-2 3/4"= 1'-0" 6,2-4 PROJECT SPECIFICATIONS FOR THE FOLLOWING INFORMATION REGARDING THE REQUIREMENTS OF SPECIAL INSPECTIONS: 1. THE MATERIALS, SYSTEMS. COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTIONS. 2. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION. 3. THE TYPE AND EXTENT OF EACH TEST. 4. ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR WIND OR SEISMIC RESISTANCE (WHEN APPLICABLE). 5. THE FREQUENCY OF SPECIAL INSPECTIONS AND TESTING. THE SPECIAL INSPECTION REQUIREMENTS ARE BASED ON CHAPTER 17 OF THE IBC. THE EXEMPTIONS ALLOWED FOR CONCRETE CONSTRUCTION HAVE BEEN UTILIZED WHERE APPLICABLE. DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT, THE CONTRACTOR SHALL PROVIDE ADEQUATE FIRE PROTECTION TO THE EXISTING STRUCTURE AND CONTENTS. AS A MINIMUM: -REMOVE COMBUSTIBLE MATERIALS FROM CHECKED BY: BF/TJ AREAS OF WELDING AND SPARKS. -PROVIDE FIRE PROOF BLANKETS AND SHIELDS DRAWN BY. HH TO CONTAIN SPARKS WHERE COMBUSTIBLE MATERIALS CANNOT BE REMOVED. PROTO CYCLE: 12/20/19 -PROVIDE A FIRE SAFETY OBSERVER WITH A FIRE EXTINGUISHER ON BOTH THE ROOF AND DOCUMENT DATE: 01/28/20 BELOW THE ROOF DURING WELDING NEAR THE • ROOF STRUCTURE. i - B .i �� - _ - - - --- - RTU ETR ' • 4:••: � ix cc ROOF PLAN NOTES . . .. ..%.. • ::. .�. 0 0 cc cc 1. REFER TO THIS SHEET FOR GENERAL NOTES AND 4. ALL EXISTING JOIST AND BEAM SIZES AND LOCATIONS w3_ 5 DESIGN CRITERIA. ARE FROM ORIGINAL DRAWINGS AND SHALL BE FIELD -- - I- O (.6 co VERIFIED. co cA o_ O D 2. NOTE TO GENERAL CONTRACTOR: REFER TO SECTION GENERAL CONTRACTOR TO PROVIDE AND INSTALL 7:0 -J co 05120 OF THE CONTRACT SPECIFICATIONS FOR OWNER 5. IF ANY NEW MECHANICAL EQUIPMENT OR PIPING lTOP CHORD PANEL FIELD STRUT(L2x2x3/16) EACH SIDE OF JOIST AT ALL °" < Y 0U o z z PROVIDED ITEMS. ALL OTHER STRUCTURAL AND EXCEEDING 100 LBS NEEDS TO BE ATTACHED TO THE LOCATIONS WHERE CONCENTRATED LOAD DOES 0 `o P- i= MISCELLANEOUS STEEL NOT PROVIDED UNDER EXISTING STRUCTURE, AND THOSE ITEMS ARE NOT 3" OR / NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ow z SECTION 05120 SHALL BE PROVIDED BY THE GENERAL SHOWN ON THESE DRAWINGS, THE CONTRACTOR `GREATER ANGLE WITH ONE END AT LOCATION OF LOAD AND Cow w CONTRACTOR AS NOTED IN SECTION 05500 OF THE SHALL CONTACT THE STRUCTURAL ENGINEER FOR OTHER END AT A PANEL POINT ON THE OPPOSITE 10'-6"± 22'-5 1/2" ± SPECIFICATIONS. DIRECTION PRIOR TO INSTALLATION. CONCENTRATED CHORD, TYP. ANGLES SHALL BE INSTALLED PRIOR w / / ,� LOAD, REF NOTE TO NEW LOAD BEING APPLIED TO THE JOIST 3. THE DIMENSION LOCATING THE RTU'S IS APPROXIMATE 6. PROVIDE FIELD-FABRICATED FRAME BETWEEN I E l l (±). CONTRACTOR TO LOCATE ALL RCU'S CURBS AT EXISTING JOISTS AT ALL OPENINGS IN EXISTING ROOF 1st 1 PuoF-F6s • NEAREST STEEL JOIST PANEL POINTS. IF CURB GREATER THAN 10"x10", UNO (INCLUDING EXHAUST il i 1 NE F �` NEW RCU 1 NEW RCU 2 �, *'+G CANNOT BE LOCATED WITHIN 3" OF STEEL JOIST PANEL FANS REGARDLESS OF OPENING SIZE) REF 4-S1. ► 'S' 2 1 / (400 LBS MAX) (400 LBS MAX) POINT, REINFORCE STEEL JOIST PER DETAIL 2-S1 . a �i 81333€�E JOIST TOP � I I • CHORD u-) ii!ii •ilw OREGONYr z -.... %•i ii SPRINKLER SYMBOL LEGEND SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR TOTAL FIRE SPRINKLER PIPING AND GENERAL NOTES ,., Lc,PROTECTION CRITERIA BASED ON 2016 NFPA 13 DEMOLITION NOTES c ; TOTAL SPRINKLERS REQUIRED 4 3/4" TYCO MATCH EXISTING 4 '` 1 OCCUPANCY HOSE MAXIMUM SPRINKLER 1- CONTRACTOR MUST VISIT THE BUILDING SITE TO 1, THE DESIGN SHOWN ON THESE CONTRACT DOCUMENTS " CO a uS SYMBOL DESCRIPTION EXISTING UPRIGHT SHOWN IN APPROXIMATE LOCATION CLASSIFICATION DENSITY ALLOWANCE SPACING DESIGN BASIS DETERMINE THE FULL EXTENT OF THE EXISTING FIRE HAS BEEN PREPARED FOR APPROVAL BY THE AUTHORITY L H i (GPM) (SQ FT) PROTECTION WORK AND EXISTING CONDITIONS, BECOME HAVING JURISDICTION AND TO PROVIDE GUIDANCE FORv TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, BIDDING. THE CONTRACTOR SHALL SUBMIT COMPLETE FIRE CAP PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED PER NFPA 13 IN EXISTING SPRINKLER MINIMUM 0.2011500 SQ FT 4) CABINET FOR ANY NEW SPRINKLERS INSTALLED PICKUP STORAGE (MISCELLANEOUS STORAGE) 250 130 CLASS I-IV TO 10'-0" ; 13: TABLE 13.2.1 AND FIGURE 13.2.1 RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE SPRINKLER SHOP DRAWINGS AS REQUIRED BY OR ENTIRE AREA PROTECTION EQUIPMENT REQUIRED. AND CONDITIONS IN SPECIFICATION SECTION 01330. CONTRACTOR SHALL BASE L o eo 0 EXISTING OUTLET THE PROPOSAL FOR THIS PROJECT. NO EXTRA SHOP DRAWING DESIGN ON THE FIRE PROTECTION 0 Ill N COMPENSATION WILL BE PAID FOR LACK OF SUCH DRAWINGS AND SPECIFICATIONS. SPRINKLER SHOP C� °O DETERMINATION, FAMILIARIZATION,AND/OR ALLOWANCE. DRAWINGS SHALL INCLUDE ALL NECESSARY ELEVATIONS, Y j `�'• ® SPRINKLER RISER 2. UNLESS INDICATED OTHERWISE. DISCONNECT AND REMOVE HANGER LOCATIONS, PIPE LENGTHS. DIMENSIONS. J 12 M ALL EXISTING FIRE PROTECTION COMPONENTS NOT FABRICATION METHODS/NOTES, MATERIAL DATA. AND ANY to Tt o INSPECTOR'S TEST/AUXILIARY DRAIN INTENDED TO BE REUSED, OTHER INFORMATION NECESSARY TO CLARIFY THE INTENT el ~ 3. DISCONNECT, RELOCATE, AND RECONNECT EXISTING FIRE OF INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE PROTECTION SYSTEMS AND EQUIPMENT WHERE REQUIRED. SIZES, SPRINKLER SPACING, AND ALL SYSTEM PLUG 4. NOTE CAREFULLY THAT THE FIRE PROTECTION DRAWINGS CONFIGURATIONS AS SHOWN ANY ALTERNATES IN DESIGN ARE INTENDED TO INDICATE, ONLY DIAGRAMMATICALLY, THE OF THE SYSTEM OR IN MATERIALS OR EQUIPMENT USED D/' RISER NIPPLE/DROP NIPPLE EXTENT AND THE GENERAL CHARACTER AND LOCATIONS OF MUST BE APPROVED IN WRITING VIA THE REQUEST FOR THE WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY INFORMATION PROCESS BY THE FIRE PROTECTION INTENDED, BUT HAVING MINOR DETAILS OMITTED OR NOT ENGINEER OF RECORD PRIOR TO ANY BIDDING, N 0- 7 MECHANICAL I CUT-IN TEE o W o } SHOWN. COMPLETE AS REQUIRED TO PERFORM THE FABRICATION, OR INSTALLATION. U) o - z w w a z o zz FUNCTIONS INTENDED. FOLLOW THE CONTRACT D u- o 1 z i-2 c�?co Lij O HYDRAULIC NODE DOCUMENTS FOR BUILDING DETAILS AND FIT THE WORK OF 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE w t---,L,_z LLw w w W-o o wo THE FIRE PROTECTION DRAWINGS AND SPECIFICATIONS PROTECTION COMPONENTS INCLUDING PIPING,ALARMS, a Q ~o E D� O W THERETO. DRAINS. TEST POINTS, ETC., WITH ALL ARCHITECTURAL, 0 LcVVY z a W (D= > LL G-Fil u740i-o=5Ucra WHERE SPRINKLERS ARE CALLED OUT TO"MATCH 5. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN STRUCTURAL, MECHANICAL.AND ELECTRICAL z '42 o a 1 o W W o=o EXISTING." THE CONTRACTOR SHALL FURNISH APPROVED DUMPING SITE AND CLEAN ALL FIRE COMPONENTS. OBSTRUCTIONS TO SPRINKLER DISCHARGE 0 ` z n 5 o z z u)=z o z SPRINKLERS ERED DURING SHOP DRAWING • C7w N�wQ=UOZ¢ EQUIVALENT TO THEE IST/GED B TO REMAIN SPRINKLERS. 6. PERFORMY TYCO, WHICH ARE ALLWORK ACCORDING TO THE PROWORK PRIOR THE PROJECT JECTION. PRODUCTION ANMUST BE DD INSTALLATION. EXTRA SPRINKLERS MAY `� . g z° 2 z=''5° B d o E SUBSTITUTIONS WILL NOT BE PERMITTED. PHASING SCHEDULE INFORMATION FOR THIS PROJECT- BE REQUIRED AT NO ADDITIONAL COST TO WAL-MART 0- o zoes w o X a 5`o W o a �wQ� ��z�v>x� PROVIDE ALL NECESSARY FIRE PROTECTION WORK. REFER TO SPECIFICATION FOR ADDITIONAL toR IT s� °pall a ow-'ww 7,011<91 ROOF DECK TEMPORARY AND/OR OTHERWISE,AND USE WHATEVER REQUIREMENTS. MEANS NECESSARY. TO CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT. 3. SUBMIT A REQUEST FOR INFORMATION (RFI). FOR 7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR QUESTIONS RELATED TO THE FIRE PROTECTION - - - - REPLACING ITEMS DAMAGED DURING DEMOLITION AND DOCUMENTS. ' _ _ _ CONSTRUCTION. YX 8. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM CHORD °� 1 2GO ....______ - 'T = ADJACENT SURFACES LEFT UNUSED AFTER EXISTING OF THE BAR JOISTS SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND CL Z a� VACATED FROM THESE HOLES. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE FOR w M11.14.,61121±1:17-� 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND ANY TEMPORARY STRUCTURES BUILT DURING z m � MAINTAINING FIRE DEPARTMENT ACCESS ROADS CONSTRUCTION. z 2 w I r THROUGHOUT THE PROJECT. F'- h 10 SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE 6. SPRINKLER SYSTEMS ARE MONITORED BY AN OFF-SITEc. OGP PICKUP STORAGE YP DEMOLITION SHALL BE LEFT IN SERVICE. CENTRAL STATION INCLUDING TAMPER SWITCHES ON ALL 11. THE CONTRACTOR SHALL PROPERLY NOTIFY THE CONTROL VALVES AND FLOW SWITCHES. 0 o '- LANDLORD. THE LESSOR AND THE ADJACENT TENANTS A " MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING 7. IF APPLICABLE. THE CONTRACTOR SHALL ASSUME THAT WITH THIS WORK. ALL WORK SHALL BE SCHEDULED IN ANY CURTAIN BOARDS OR DRAFT CURTAINS WILL BE 2 I ADVANCE. INSTALLED PRIOR TO THE SPRINKLER PIPING. a _. _. 0 1% 1% 1Y: 74r. "4 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER 0 - - �. - y c 8'-0" 8'� 8'6" , 8'-I3" F� PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT _ ; . I SUPPLY MAIN r = �L ' ' ' T 1- AIR RELEASE VENT CURTAINS AND SEALING WITH APPROVED FIRE CAULKING % 0 AUTOMATIC AIR VENT INSTALL AT 1 INCH OUTLET 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES SHALL ( ) 1 _ HIGHEST POINT OF SYSTEM PER BE "FIRE CAULKED"WITH APPROVED CAULKING PER MANUFACTURER'S GUIDELINES AND IN METHODS REQUIRED BY THE AUTHORITY HAVING O % H r Fv E� Iv iV r r [ti tN UNLESS ALREADY INSTALLED, ONE AIR VENT MUST BE - - 13.905 AN AREA ACCESSIBLE FOR INSTALLED ON ALL WET TYPE FIRE PROTECTION SYSTEMS JURSDICTION.AND PROJECT SPECIFICATIONS. T ,. : , , I i MAINTENANCE. > ' 3 3 3 3 3 _ 3 3 i---4 Z INCLUDING SYSTEMS NOT AFFECTED BY THE REMODEL SCOPE Et • • • 9 THE FIRE PROTECTION ENGINEER OF RECORD WILL NOT BE to O I - POINT OF THE SYSTEM AND PREFERABLY ON THE MAINS. THE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY O N 0 ! `} OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE I CONTRACTOR IS RESPONSIBLE FOR LOCATING THE HIGHEST �, m ri -y? CONTRACT NOR SHALL THEY BE REQUIRED O N E APROCEDURES AS SET FORTH BYTHE POINT OF EACH SYSTEM AND INSTALLING THE AIR VENT IN AN NOTE: ACCESSIBLE LOCATION. IF THE AIR VENT IS TO BE INSTALLED TO SUPERVISE THE CONDUCT OF THE WORK, THE - - REFERENCE AIR RELEASE VENT NOTE ON FP1 ABOVE AN EXISTING CEILING THE CONTRACTOR MUST PROVIDE CONSTRUCTION ROCED RES n/ Q � 13.934 I 13.901 SIGNAGE PER NFPA 13. REF 3-FP1. GENERAL CONTRACTOR. SUB-CONTRACTORS. THEIR 11....x` Z r 13.902 13.903 13.904} 13.909} RESPECTIVE EMPLOYEES. OR ANY OTHER PERSON AT THE < W PICKUP STORAGE PLAN AIR RELEASE VENT C� JOBSITE OTHER THAN THE ENGINEERING FIRM'S OWN EMPLOYEES. O 4 118" = V-0" 0 4' 8' 12' 0 NTS KEYNOTES Ci)10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE F- CN_Di ELECTRICAL ROOMS. NO MAIN PIPING SHALL PENETRATE SCALE: 118"=1'-0" OR PASS ABOVE THE ELECTRICAL ROOMS. 13.901 EXISTING PIPE SHOWN AS DASHED, TYP. 13.902 EXISTING SPRINKLER SHOWN AS DASHED. TYP. 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION w 13.903 NEW PIPE SHOWN AS SOLID, TYP. DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO co THESE PLANS BECOME NECESSARY TO PROPERLY 13.904 NEW SPRINKLER SHOWN AS SOLID. TYP. COORDINATE THE SYSTEM WITH. OTHER TRADES. IT WILL Z 13.905 PIPE TO CONTINUE, TYP. BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN m 13.909 REMOVE PENDENT SPRINKLER, DROP, AND APPROVAL OF THESE CHANGES BY THE AHJ, AND THE FIRE ONLINE GROCERY PICKUP O ASSOCIATED EQUIPMENT. UTILIZE EXISTING OUTLET TO PROTECTION ENGINEER OF RECORD. IN ADDITION TO SUPPLY NEW SPRINKLERS. (1)SPRINKLER IS TO BE OBTAINING THE NECESSARY APPROVALS. THE SUPPLIED FROM 1 INCH OUTLET. SPRINKLER IS TO BE CONTRACTOR MUST MAKE NOTE OF ALL FIELD OR ISSUE BLOCK SPACED A MINIMUM 6'-0" BETWEEN SPRINKLERS, A COORDINATION CHANGES ON THE INSTALLATION HANG 4 AND 6 INCH PIPE WITHIN 3 INCHES OF PANEL ��++ ®,--- MAXIMUM OF 15' 0" BETWEEN SPRINKLERS,A MAXIMUMDRAWINGS. ONCE COMPLETE. THE CONTRACTOR SHALL POINT PIPE 3 INCH AND SMALLER NOT REQUIRED TO BE003.44 4.5 6V.5 TT.5 ' 9OFT 6" FROM A WALL. AND PROTECT 130 sF MAXIMUMSUPPLY ONE COPY OF AS BUILT DRAWINGS TO THE FIRE WITHIN 3 INCHES OF PANEL POINT AREA OF COVERAGE, TYPPROTECTION ENGINEER OF RECORD FOR THEIR USE. FOR 6 AND 8 INCH PIPE, USE THRU BOLT13.934 INSTALL AIR RELEASE VENT AT THE HIGHEST POINT OF CONNECTION WHERE POSSIBLE. USE TRAPEZE \7 . SYSTEM AND PREFERABLY ON MAIN. CONTRACTOR !S12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND JOIST PANEL POINTS TYP HANGER WHERE JOIST WEB CONFLICTS WITHJ - - maw -=- _ _ RESPONSIBLE FOR INOENTIFYING HIGHEST POINT ON INSPECTORS TEST CONNECTION DISCHARGE AWAY FROM THRU BOLT 24" 'I�� - ' �� - � � €f - SYSTEM IN AN ACCESSIBLE LOCATION. IF AIR VENT ISFINISHED SURFACESANDPIPE TOAPPROVED DRAIN// MAX.' ROOF TYPMAx ' MIN J ;�. �� - I I r LOCATIONS. THE CONTRACTOR WILL BE BACKCHARGED -I !� � �} • I I I I '�' I y� I TO BE INSTALLED ABOVE A CEILING THE CONTRACTORI� .Y _.: � �; MAI �. En ie-- MUST PROVIDE SIGNAGE PER NFPA 13. REFER 3 FP1. FOIA ANY REPAIR. REPLACEMENT, Oft CLEANING OF RUST A_• 1 ! ER _ , STAINS ON PAVEMENTICONCRETE DUE TO WATER.- ,, ., , - ! DISCHARGE FROMSPRINKLERSYSTEMDRAINDOWNS\ A' / " 6 _. •-�' .. ,,,,,.: 7 „:„. I ‘! • �� '_� �t`--�I r''' F71 - ��, �� ' _ �� `- �� 13. ALL HANGER CONNECTIONSSHALL BE MADETOTHETOPilk/ I I I �,_ --' I , r, I ! ` :ro, = CHORD OF ST'RUCTURUAL JOIST UNLESS NOTED TOP BEAM TOP CHORD :71 - ' .,f ! MI 13.., , u s _ t. B ? OTHERWISE, USEOFSAMMYSCREWSINTOROOFDECKOR• CLAMP OF JOIST TYP .... . .. I � A 1.7' NOTEDTYP - 4 _ '_� II [ -� --- CI, C- r STRUCTURE IS PROHIBITED UNLESS OTHERWISE � f ` lea , .T c 3.5"X2.5" X .25" - 1 \- MAINTAIN VISIBLE CLEARANCE ANGLE • - 1 I I I I I I I �� BETWEEN PIPE AND JOIST - .:- .L--- ,..- - - : MEMBERS TYP 10i. CONTACT INFORMATION �� - DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS I 6 INCH AND SMALLER PIPE 4. 6 AND 8 INCH PIPE 8 INCH PIPE 0 - i ; j;�,i'"'" " m' "" unoiiusit�iiiniennre�,. '' 40, PROVIDED BY THE FOLLOWING CONTACTS: �} I I • I 1 I I I I 1 I I I •_ 1' CHECKED BY: CLWIJ9VG'" F __ MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS � .... L I I �I FIRE SPRINKLER REVIEWING AUTHORITY: • b (�- __ J TALATIN VALLEY FIRE & RESCUE. FIRE PLAN REVIEWER DRAWN BY MWA BEAM CLAMP THRU-BOLT BEAM CLAMP V (503) 649-8577 NOT NOT TRAPEZED €.0 ---- PROTO CYCLE: 12/20/19 TRAPEZED TRAPEZED ••ice ":' I` 1 I I I I I I I I I I I I 4" PIPE EVERY 12'-0" 4" PIPE EVERY 12'-0" 4" PIPE0 - L. APPLICABLE CODES DOCUMENT DATE: 1128120 EVERY OTHER JOIST EVERY OTHER JOIST NOT NECESSARY iF` ' -` 3 6" PIPE EVERY 6'-0" 6" PIPE EVERY 12'-0" 6" PIPE r � EVERY JOIST EVERY OTHER JOIST NOT NECESSARY I H ~ `moi NFPA STANDARDS EDITION IMPORTANT NOTICE: 1 I I I I I I I I I I I NFPA 13 2016 THIS DRAWING SHALL 8" PIPE 8" PIPE EVERY 6'-0" 8" PIPE EVERY 6'-0" ,1. �' '' II NOT BE USED FOR NOT ALLOWED EVERY JOIST EVERY JOIST I ` '~ 1 1 , Ai ; - REFER TO SHEET Cl FOR APPLICABLE CODES CONSTRUCTION • PIPE RUNNING PERPENDICULAR TO JOISTS II) -- ;: UNLESS SEALED, I I I I I I I I I I I I SIGNED AND DATED BY � •a' -1 �- SHEET INDEX 6:, .�, � THE LICENSEE IN 114"X2"X2" SQUARE i �' THRU BOLT TYP MAX „_y - i _ I _ _ _ I RESPONSIBLE CHARGE WASHER & HEX NUT 1311 - '' ( - - - - - - - - - - - '- FP1 FIRE SPRINKLER PLANS AND DETAILS (AOR/EOR). 112"ALL THREAD ROD L 2:jI't I I I I I I I I I I I I - \\\\FENDER WASHER & III JIIj ' S ' k HEX NUT :�, / �- - - ' 3.5"X 2.5" X .25"ANGLE - _ _,- ' _y'� _' TRAPEZE REQ'D FOR 6" i MAINS 4"X 4"X .25" I ANGLE TRAPEZE REQ'D FOR 8" MAINS /- TOP CHORD OF JOIST TYP { I , I I I I I I I I I I #I . 2 r cx ►," CIG" <r�C,"` I o ONE OPEN JOIST BAY46,.---...,, GII t 1 -1 _ _ _! MINIMUM BETWEEN - I I I I I I I I I I - TRAPEZE HANGERS E __ .--..:7:• --------.:.:;'--,':;1 - ` - _ J-L 1 _.. *E .4- . _-. - - - _ DO NOT HANG 2 OR I ,. _�`., .1 - _ -- - -- -. - '-- -.... _... .- -_-. .._. _. __ ..- . . � __ - .... -._ .�_-. __ .._ ...�.... �� / 12" MORE MAINS 4" OR / 12" _ ..._ _. .._ ..... - - - - - - - - - - ji MIN LARGER BETWEEN THE MIN -a R 7:1 . . SAME JOIST SPACE GH !-• n -L - --I - I- -I _- �-- __ _ - --I- - - - - -I - - - -' - - -� - - - _ _..I _-_ __ _ ,,C:=:,.. l MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS - - - - - __ - _--- = __ __ - _.- __ - - - • - _ 1-------1 _ _.... - _ .... 4" PIPE EVERY 12'-0" 6" PIPE EVERY 12'-0" 8" PIPE EVERY 12'-0" "F f Sena ✓ ; ,- ;.::' I" �_.'._ cj, ` . 'll - - I' . a .- 40 NOT TRAPEZED TRAPEZED TRAPEZED r _ ;--�- ..,•1x�' `: . ,. .- I- - - - i - ;-1 �-j l I t 7 XI I -- w-1321_ u .. - - - - - - 3� -_ I �.sem: I t�I l _..._ BEAM CLAMP THRU BOLT THRU BOLT =«+ i.- ..r� . :'r '~ r f - - - - r - '_- k- - - - _. ..4_ ! : �.. SCOTT C. WEBB r� ti - - .- - - _ j �,. T PIPE RUNNING PARALLEL TO JOIST A --- �.; N . FIRE h,_ ; ,• SPRINKLER >, CONTRACTOR MAY SUBSTITUTE ANGLE IRON TRAPEZE UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER 1- MEMBER WITH PIPE MEMBER. SIZE PIPE MEMBER IN PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE PLANS AND re' ACCORDANCE WITH a MAXIMUM DEFLECTORFPA-13DfSTANC D MAINTAIN 12 INCH WITH JOSSTCHPANEEPOIONTBU.N.O.NE HANGERS WITHIN 3 INCHES DETAILS 2 • Reference on i o FP1 Not Dart of 'hris mIt � ' NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM BOTTOM CHORD OF BAR JOISTS -..,^ EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND _° SPRINKLER PIPE SUPPORT OVERALL FIRE SPRINKLER PLAN EXACT FIELD VERYALL CONDITIONS. CONTRACTOR SPECIFICATIONSOQINT TIN THEIRRELATEDWITH THIS KNOWLEDGE THE FAILURE 7 a° SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES E PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING .6u) ^, 0 NTS 1" = 30'-0" ♦ - 0 15' 30' 45' �•,� SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET: c.4 W DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF F P 1 EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO N m SCALE: 1"=30'-0" FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. CLEANOUT SCHEDULE KEYNOTES GENERAL NOTESel MF4 144:1 ARK MANUFACTURER ZURa R ! MODEL CLEAN OUT(END OF LINE) DESCRIPTION 1220 O .13 U 873 Y co 1. GENERAL NOTES ARE APPLICABLE TO ALL - N C1430 15.405 PROPERLY CAP, PLUG AND CONCEAL ANY MECHANICAL AND PLUMBING DRAWINGS. Q c4 4472T PIPING LEFT IN PLACE. CAP ABANDONED SEWER t,„-- , ...„,, M 58540 PIPING A MINIMUM OF 8" BELOW FINISHED 2. PROVIDE ALL MATERIALS FOR A COMPLETE CO-590-RD FLOOR. MATCH EXISTING FLOOR U 8590 INSTALLATION IN ALL RESPECTS AND READY FOR a CONSTRUCTION AND FINISHES. RE: INTENDED USE AND IN STRICT ACCORDANCE WITH }' ARCHITECTURAL PLANS. REMOVE UNUSED 1E wN WATER AND VENT PIPING ABOVE CEILING AND STATE AND LOCAL GORES AND MANUFACTURERS 2 ; c CAP REMAINING PIPE. RECOMMENDATIONS. Y jf.c°, AIR DEVICE SCHEDULE 15.442 REMOVE FIXTURE INCLUDING P-TRAP AND CAP 3. STORE MUST BE KEPT IN OPERATION.ARRANGE ALL J M PLAN ABANDONED UNDER SLAB WASTE PIPING A WORK TO KEEP DISRUPTIONS TO STORE ,n MINIMUM OF 8" BELOW FINISHED FLOOR. IT IS OPERATIONS TO A MINIMUM. COORDINATE WITH roti F' MARK SERVICE MANUFACTURER 1 MODEL STYLE FRAME TYPE FACE SIZE NOTES NOT REQUIRED TO DEMO UNDER SLAB WASTE EXISTING AND NEW CONSTRUCTION. PAY ALL SAW SUPPLY AIR T64 LOUVERED FACE SURFACE REFER TO PIPING BACK TO ACTIVE MAIN. NECESSARY FEES AND PERMITS. 520DS REGISTER MOUNT DRAWINGS 15.700 REMOVE AIR DEVICES AND DUCTWORK SHOWN RTDBV DASHED UNLESS OTHERWISE NOTED AND CAP 4. IF NEW CONSTRUCTION DISRUPTS EXISTING TGW TRANSFER AIR T115D FIXED BLADE SURFACE REFER TO OFF DUCTWORK TO REMAIN. PATCH AND REPAIR UNDERGROUND SERVICES (GAS, SEWER. DOMESTIC 91L WALL GRILLE MOUNT DRAWINGS DUCTWORK AS NEEDED INCLUDING SEALING WATER; FIRE SPRINKLER, ETC.), PROVIDE ALL RSHAH DUCTWORK TO REMAIN PER SPECIFICATIONS. MATERIALS AND LABOR AS REQUIRED TO MAINTAIN w Li, }�� O VOLUME 1 BALANCE DAMPER SCHEDULE THEIR PROPER OPERATION. co o - - aZ2b cc D LL cos-w-zi-o-(5?to TYPE MANUFACTURER 1 MODEL 5. CONTRACTOR IS RESPONSIBLE FOR UTILIZING c ,1Z�ww-u_<00 LLooO4wU AES 1 WMVCD OWNER APPROVED ROOFING CONTRACTORS FOR cc w W o a g 0 a W a o°m ROUND RUSKIN 1 WMRS25 CUTTING AND PATCHING ROOF. LL O cr W -¢z a o w U w I a 4 f!5 7 6LLitCCW L_w2 AES /AMD4 6. REPLACE FILTERS ON NEW RTU NO MORE THAN ONE O 3 LL o W n o z z o z o z RECTANGULAR caw '''''- =ogZa RUSKIN/WMD25F- Z g o W cto DAY PRIOR TO STARTING TEST& BALANCE GENERAL INFORMATION (ALL DEVICES}: PROCEDURES, FILTERS SHALL BE 2" THICK EQUAL TO r zo 2 o w r2 o c co o g z N FARR 30/30 a ooz ��Q�=EsZz�zg, 1. INSTALL BOTTOM OF WALL MOUNTED AIR DEVICES AT ELEVATION INDICATED ON DRAWINGS UNLESS NOTED OTHERWISE. a Y o;o <z i a z LIE - 2. LI, BALANCE DAMPER CONTACTS: 7, COORDINATE LOCATION OF DUCTWORK AND N 7F U O O E o w ccD ctix.cr AES (800) 786-0402 DIFFUSERS WITH LIGHT FIXTURES TO PREVENT RUSKIN (816) 761-7476 EXCESSIVE SHADOWING OF THE SALES OR STOCK FLOORS. LIGHT FIXTURE LOCATIONS TAKE NOTES: PRECEDENCE. FIELD VERIFY STRUCTURAL A. 6-WAY (DB1-DB3) OR 4-WAY (DB4-DB8)THROW UNLESS SHOWN OTHERWISE WITH FLOW ARROWS ON PLAN. CONDITIONS BEFORE FABRICATION OF DUCTWORK. B. ALL STEEL CONSTRUCTION. C. ALL ALUMINUM CONSTRUCTION. 8. FLEXIBLE DUCT CONNECTIONS TO NEW OR D. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. RELOCATED DIFFUSERS AND GRILLES ARE E. STANDARD WHITE FINISH, PROHIBITED- INSPECT CONDITION OF EXISTING F. PROVIDE NECK FOR DUCT CONNECTION. DUCT AND REPLACE DAMAGED DUCT WITH 0 G. DROP BOX DIFFUSERS FURNISHED BY OWNER INSTALLED BY CONTRACTOR. REFERENCE SPECIFICATIONS. F H. PROVIDE INTEGRAL OPPOSED BLADE DAMPERS ON ALL DRUM LOUVERS ON DROP BOXES WITH BRANCH DUCTWORK ATTACHED TO THE SUPPLY EQUIVALENT TYPE OF DUCT AS REQUIRED. z Q I. PROVPLENIDE E MANUFACTURER'S OPPOSED BLADE DAMPER ACCESSIBLE THROUGH FACE UNLESS NOTED OTHERWISE. 9. DUCT SIZES SHOWN ON DRAWINGS ARE NET FREE J. PROVIDE WITH FASTENERS FOR COMPLETE (NON-HINGED) REMOVABILITY OF GRILLE. DO NOT PROVIDE FILTER UNLESS NOTED OTHERWISE. AREA. CONTRACTOR'S OPTION, ROUND DUCTWORK z K. TWO 2" SLOTS WITH MANUFACTURER'S INSULATED PLENUM (TUTTLE & BAILEY LP, PRICE JSPI, CARNES CXPC.) OF EQUIVALENT FREE AREA MAY BE USED IN LIEU OF O L. REFER TO PLANS FOR DIRECTIONAL ARROWS INDICATING CFM THROWS FOR PROPER GRILLE SELECTION. RECTANGULAR. INCREASE RECTANGULAR SHEET U M. PROVIDE ROUND NECK ADAPTER METAL SIZE AS REQUIRED FOR LINER- REFER TO N. PROVIDE CEILING TRANSITION REGISTER BOX WITH 16" OR 24" PLATE FOR ROUGH-IN. SPECIFICATIONS FOR THE INSULATION THICKNESS. 10. DUCT SUPPORT AND GRILLE DETAIL IS APPLICABLE p THROUGHOUT THE STORE. DO NOT USE FASTENERS 0 THAT PENETRATE ROOF DECK. Y U 11. TYPICAL BRANCH DUCT FITTING DETAIL IS % 0H APPLICABLE THROUGHOUT THE STORE. a O O C? 12. EXISTING PIPE SIZES AND LOCATIONS HAVE NOT 0 BEEN FIELD VERIFIED. CONTRACTOR IS r1/ RESPONSIBLE TO FIELD VERIFY LOCATION AND SIZES L•� TOP BEAM OF ALL EXISTING PIPING THAT IS BEING CONNECTED O o TO OR MODIFIED, AND TO VERIFY THAT PROPER CLAMP TYP SLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN co a 3" / / MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER O 0 MAX TOP CHORD OF JOIST ROOF PIPING 4" OR LARGER. MAINTAIN MINIMUM SLOPE OF v ROOF 114" PER FOOT FOR SAN SEWER PIPING SMALLER 0 rn /// „,„ , x , J 1 THAN 4". REF ARCH. FOR TRENCHING Lij I REQUIREMENTS. Ct 177: -\\\\NN. ,-/ ' i ,fi 2"x2"x114"ANGLE OR I °"" Vis' GTO SHAL VERIFY EXISTING O 1 51$"x1 518" UNISTRUT 13. PLUMBING CONTRA R L I I 6” SEWER AND VENT PIPE SIZE AND ELEVATION AND DUCT HANGER STRAP TERMINATE CONDENSATE OVER • — �� REF SPECIFICATIONS EXISTING MOP SINK WITH AHJ SHALL VERIFY THAT PROPER SLOPES ARE APPROVED AIR GAP AVAILABLE BEFORE CUTTING FLOOR SLAB FOR NEW OGP STORAGE a SEWER PIPING. prk LOADS MUST BE J 14. PROVIDE ACCESS DOORS TO NEW WATER VALVES w LOADS MUST BE 314 CD� m AND CLEANOUTS AS NECESSARY WHEN INSTALLED HUNG WITHIN 3" BOTTOM OF 1" MIN. HUNG WITHIN 3" IN INACCESSIBLE AREAS. lill OF PANEL POINTS STRUCTURE _ * OF PANEL POINTS SLOPE ` REF STRUCTURAL • Z SLOPE " ' 00 THREADED ROD SCREWS TYP Co 15. PLUMBING CONTRACTOR SHALL PROVIDE ONE YEAR ONLINE GROCERY PICK P O I I TYP 60" MAX. - If cit.)! 't' -1 `t' � � WARRANTY FOR PROPER SEWER SYSTEM U SHEET METAL u RECTANGULAR DUCT �� 'I REF STRUCTURAL OPERATION. 11\ 2x2"x114"ANGLE OR 1 518"x1 5/8" UNISTRUT 112" PEX CONDENSATE TUBING CC CO 16. SANITARY DRAINAGE LINES AND FITTINGS (DRAIN, ISSUE BLOCK FROM CASE CONDENSATE PUMP WALL MOUNT GRAVITY RECTANGULAR DUCT RECTANGULAR DUCT WASTE AND VENT) SHALL BE CAST IRON, COATED CONDENSATE LINE AT PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE UP TO COPPER CONDENSATE MAX 14 FT AFF DISABLE INSIDE AND OUTSIDE. WHERE PERMITTED BY LOCAL GRAVITY DRAIN LINE. CODES, PVC-DWV PLASTIC SCHEDULE 40 MAY BE LOADS MUST BE TYP 5. CONDENSATE HEATER USED IN LIEU OF CAST IRON. ALL PHOTOLAB HUNG WITHIN 3" OPTIONAL ROUTING BEAM CLAMP PLUMBING SHALL BE PVC. OF PANEL POINTS IN CONCEALED DUCT HANGER STRAP 3° REF STRUCTURAL AREAS REF SPECIFICATIONS 17 CAP ALL PIPING OPENINGS DURING CONSTRUCTION MAX ' 'r UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ROOF f II ROOF PICKUP STORAGE PLUMBING PLAN ACCESSORIES ARE MADE. CO 7 7/ 1 i 2"x2"x114"ANGLE OR 1/8" = 1'-0" 18. AT CONTRACTOR'S OPTION (U.N.0), IN LIEU OF '1 1 518"x1 5/8" UNISTRUT COPPER WATER PIPING. PEX OR AQUATHERM PIPING N / 1 6„ 6.: MAY BE USED. REFER TO EQUIVALENT NOMINAL _ APIPE SIZES SCHEDULE AND SPECIFICATIONS. I 7 19. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE BOTTOM OF / DEMO WATER HEATER. CAP SEISMIC ZONE REQUIREMENTS PER SMACNA LOADS MUST BE MOP SINK ETR COLD WATER SUPPLY AND PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL STRUCTURE _i! I HUNG WITHIN 3" DEMO HOT WATER LINE. CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES , , DUCT HANGER STRAP ""� OF PANEL POINTS DEMO WOO. STRUCTURAL ENGINEER'S CERTIFICATION ON REF SPECIFICATIONS I" t.. SCREWS TYP { } DETAILS SUBMITTED FOR PERMITTING. P�� : t;15.405� DEMO HOSE o�s� / VIP' 36`� DUCT SUPPORT BAND REEL(15.405) DISCONNECT AND REMOVE 20. BUILDING COMPONENTS ABANDONED BY THE SCOPE ROUND SUPPLY 6 �O SAME SIZE AS STRAP AIR DUCT /� 6� SINK AND HOSE BIBB. OF WORKS ALL BE SECURED TO PREVENT FALLING, H LOAD RATED 2 _ / / / REMOVE AND CAP WATER LOOSENING, OR CREATING DAMAGE OF ANY KIND IN FASTENERS _ r .. _: _ �' s"1... ".- .-V 4:...-. LINES AT MAIN. THE FUTURE CHECKED BY: SB 15.405 15.442 SUPPLY REGISTER, REF FLOOR PLAN FOR SIZE it/4 REMOVE DRAIN GRATE, ..-:: , DRAWN BY: AMB 1 AND LOCATION, MOUNT REGISTERS @ 30 DEGREE PROCESSING PROVIDE GAS TIGHT P-TRAP ANGLE DOWN FROM HORIZONTAL IN OPEN OFFICES PLUG AND PROVIDE NEW PROTO CYCLE: 12/20/19 • AND STOCKROOM AREA, EXCEPT THOSE ROUND SUPPLY HEAVY DUTY SOLID GRATE , SHOWN ON BOTTOM OF DUCT ON THE PLAN AIR DUCT l FOR EXISTING FLOOR DRAIN. _.. ........ .............. DOCUMENT DATE: 01128120 PERPENDICULAR TO JOIST PARALLEL TO JOIST • =alit= a®uF>mnu u®u=ii® DUCT SUPPORT AND GRILLE FPWH ETR REMOVE TRENCH DRAIN GRATE. 4 PROVIDE GAS TIGHT P-TRAP PLUG, NTS 07/27/18 AND FILL DRAIN BODY WITH GROUT LEVEL WITH FINISHED FLOOR. el PICKUP STORAGE DEMO PLUMBING PLAN 1/8" = 1'-0" IMPORTANT NOTICE: THS DRAWING SHALL NOT BE USED FOR RTU-2 CONSTRUCTION ETR UNLESS SEALED, r„ SA 3700 CFM SI Y :.� SIGNED AND DATED B =' =. \.. •• • / ....., : 1 RA 3330 CFM ------ - RELOCATED OA 370 CFM - THE LICENSEE IN : RESP OR/EO I CHARGE :> I y — ONSIBLE - r A R c� � , c� `gra r - CABINET 1S 0 , U NV D. ,-a-G) ; r- .t") r-C � 3 r-C) rG7 r0'' rG) r---c) ',-rG G� / r . ( / r"j 1---72 , ' r"'-13 -.0 1-^,-.0,,," r--.) /--o r-^'- h r--t1 r" ) r—-ti r—-q C : 16"x20" 24 x20 ETR ~� J 0" ETR JJJ T 12" ETR 18 ETR Q3 \ E[ O l 4: 1 -Si R Q 0 IL FErias riT — • �' • -- �5 I1.q"-6�SS� 8x6 8"x6" - ,. SAW L..i...1..- SAW I I c-- P - —._.........._.......< :_ �.............. -._. II 1001 t:�' II II I '. .� I�lI II w 9 v __._._. -..._._._ _._-..........._._-._... -- ----- r _........-.-.._...... -- • M_._ _ - 225 I 225 I I /11 .4 P E r r I I 1 I TGW �� \ ETR 4 8„x6„ _ I `�� i -- "SN ' MP1 SAW T __ • �� 250 �'� 15.700 I ....._. `' EXISTS E. 8� TYP a SAW �1+7 I 750 EXPIRES: 12/31/ OGP STORAGE I_ _ I ABANDON EXHAUST I TYP 4 ICY _- -�•.,-- I�� I �A FAN ON ROOF 01/28/20 15 700 -.•- r 2, 1 5.70D� N \ i ' L/i . 7\ I}IrR T/ 1,,/ \ ,, I •,,, i7 UJ f 171 rit7 N f . :, . f \ 3" \ I ri ct., rz c�. eL e� C.0 C� --- - - - — _._._._...._._._._._.._ — - — MECHANICAL o AND RELOCATED -._.._........ - -- -- - :?.:......... \ o RCUH - (15.700 ,12 : ' _._.._.-...... � ,aL- � Q �� PLUMBING L MBIN U N >.. ............ ..... .. ......................_.............................,......._ __.-.....-...__..._.....................,.............. _......• -.... ..............._ ._...................._................._._........................_...........-.-..................is +� �� 1C 0 � PLANS 11 i 'lot part Of this pecmit NI n a 2 EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND PICKUPSTO RAGE MECHANICAL P LAN EXACT"AS-BUILT" CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE 8 SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES oPRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING E 114" = 1'-0" SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET' o •. DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF MP1 EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. N - . V CONDENSING UNIT REFRIGERATION KEYNOTES GENERAL NOTES GENERAL NOTES 01.31.18 0 In EPA CLEAN AIR ACT1. PLANS INDICATE GENERAL ROUTING OF c Y CO 1. THE REFRIGERATION MANUFACTURER SHALL COMPLY WITH CLEAN AIR ACT, TITLE VI, SECTION 608 MEDIUM TEMPERATURE AND LOW TEMPERATURE co REFRIGERANT LINES, WITH A SINGLE LINE Q) i- N 11.02.15 MOUNT THE TEMPERATURE SENSOR, FOR THE 15.601 SLOPE REFRIGERANT LINES BACK TO a COMPRESSORS AT 1" PER 20'OF RUN. LOCATE SHOWN INDICATING BOTH SUCTION AND LIQUID r z "' LINE ROUTING FOR EACH SYSTEM. CASES, IN THE DISCHARGE AIR PLENUM AT THE HIGHEST POINT OF REFRIGERATION LINES JUST }, U W AND CODE OF FEDERAL REGULATION TITLE 40, PART 82 BELOW BOTTOM CHORD OF JOIST OR BEAM. U WHEN ADDING OR REMOVING REFRIGERATED CENTER OF THE CASE. COORDINATE ELEVATION TO AVOID CONFLICTS 2, REFRIGERATION SYSTEM INSTALLATION SHALL a EQUIPMENT. RECORD ALL EQUIPMENT IDENTIFICATION WITH DUCTWORK, LIGHTING, SKYLIGHTS, ETC. BE IN COMPLETE CONFORMANCE WITH C 2. THERMOSTATS AND TIME CLOCKS, FOR ALL •-C w c•, NUMBERS, MODEL AND SERIAL NUMBERS, THE AMOUNT SPECIFICATIONS, AND WITH ALL REQUIREMENTS U 5 c EQUIPMENT, TO BE SUPPLIED BY THE 15.602 SUPPORT HORIZONTAL RUNS OF REFRIGERANT OF REFRIGERANT RECOVERED FROM EACH UNIT, THEOF REFRIGERATION EQUIPMENT 0D REFRIGERATION CONDENSING UNIT LINES ON 1-5/8" X 1-5/8" UNISTRUT CHANNELS ON W N DATE OF DECOMMISSIONING, COMPANY NAME AND MANUFACTURER. MANUFACTURER. MAXIMUM OF 6 FOOT CENTERS. SIGNATURE OF ON-SITE SUPERVISOR. J il 15.603 AT ALL POINTS WHERE SUCTION LINES RISE, 3. REFRIGERATION DRAWINGS ARE PROVIDED AS `n m 3. MOUNT THE THERMOSTAT BULBS, FOR THE LOW PROVIDE A SUCTION LINE TRAP AT THE BASE OF AN AID TO BIDDERS AND TO INDICATE DESIRED "w' ~ TEMPERATURE AND MEDIUM TEMPERATURE THE RISER. ROUTING OF REFRIGERATION LINES; ALL WORK ON THIS SHEET IS TO BE COMPLETED BY A CASES, IN THE DISCHARGE AIR PLENUM IN THE WALMART APPROVED CONTRACTOR. CENTER OF THE CASES. 15.609 PROVIDE PVC DRAIN LINE FROM EACH CASE CONTRACTOR SHALL ASSUME FULL DRAIN CONNECTION SAME SIZE AS CASE RESPONSIBILITY FOR CORRECT INSTALLATION OUTLET, AND END OVER FLOOR RECEPTOR OF PIPING AND ACCESSORIES TO PROVIDE A REFRIGERATION CONTRACTOR IS RESPONSIBLE FOR ALL W/AIR GAP; PITCH DRAINS 1" PER 10'. PROVIDE COMPLETE AND FULLY OPERATING SYSTEM. DRAIN COVER GRATE TO MATCH EXISTING. FINAL REFRIGERATION ELECTRICAL TERMINATIONS TO INVERTED SUCTION CONTRACTOR SHALL ENSURE RECEPTOR(S)AND w w }vi o 4. REFER TO SPECIFICATION 15600 FOR w J TRAP AT TOP OF REFRIGERATION EQUIPMENT. DRAIN LINE(S) SERVING CASE LINE-UP ARE FREE W ct 7 O 1 w o o, INSULATION THICKNESS. INSIDE DIAMETER OF o �-" z w w z RISER. (TYP.) OF OBSTRUCTIONS AND FUNCTION PROPERLY. n w m,w m z E o z z w Q INSULATION SHALL MATCH PIPE DIAMETER TO W 0 i-O a p it u a z--I- WHERE EXTENSIVE DAMAGE EXISTS AND/OR MINIMIZE AIR GAPS BETWEEN PIPING AND W' a .. z u,w w w w w O LIQUID LINE PROJECT COORDINATED WITH REFRIGERATION VENDOR PROPER DRAINAGE CANNOT BE OBTAINED ..(a ~�=o 1_w a o z H" • OEM AS INDICATED ON REFRIGERATION SCHEDULE(S). INSULATION. PROVIDE FACTORY PRE W' w w ,,m<3-a w¢w a m (TYP.) (OEM) COORDINATE WITH WALMART MECHANICAL O a i- Liz z a a w o m=a,- CONSTRUCTION MANAGER. MANUFACTURED FITTINGS AT ALL TRAPS AND � -,.4-0 �¢o a o z��a¢ SUCTION LINE ELBOWS. WHERE PRE-MANUFACTURED Z ¢ W, cwn a 0 o w j o=Q 0 �- NDOZZwYZ�z 15.610 PROVIDE 0.020" PVC JACKET ON ALL FITTINGS ARE UNAVAILABLE MITER CUT ALL cDz N w w 3¢w O O z¢ (TYP.) REFRIGERATION LINES EXTERIOR TO BUILDING. FITTINGS TO ENSURE PROPER SEAL BETWEEN g Z w� o o I'Z i a P¢o / 15.612 PROVIDE INTERMEDIATE SUCTION LINE TRAP IN INSULATION SEGMENTS. zo w o m a `v" w o T WALL OR VOID SPACE. INTERMEDIATE TRAP a o o r z w 4'15 z e =3 a C3wn .Hw SHOULD BE PLACED AT THE MIDPOINT OF ANY 5. PIPE INSULATION SHALL MATCH EXISTING V) E-D OO O N a O W X M it a¢F- PIPING SCHEDULE RCU1 SUCTION LINE RISE WHICH EXCEEDS 16 FEET. COLOR UNLESS NOTED OTHERWISE ON PLANS VERTICAL ESTIMATED 15.617 COORDINATE REFRIGERATION LINE OR SPECIFICATIONS. PIPE I HORIZONTAL SUCTION RISER TOTAL PENETRATIONS THROUGH ROOF. REINFORCE -= ROOF STRUCTURE AS NECESSARY. CUT ROOF fi. COORDINATE REFRIGERATION DEMOLITION DESIGNATION SUCTION AS REQUIRED LIQUID LENGTH^^ ISSUES WITH THE ARCHITECTURAL DRAWINGS. OPENING FOR THE REFRIGERATION PIPEr. RCU1 1 3/8 7/8 1/2 53REFER TO ARCHITECTURAL PLANS FOR PENETRATION AND SUPPLY ROOF CURB WITH REFRIGERATION EQUIPMENT DEMOLITION AND oLL WEATHERTIGHT SHEETMETAL COVER. J ^RISER SIZE IS SHOWN EVEN WHERE A RISER IS NOT EXPECTED. THIS IS FOR PROPERLY FLASH, PATCH,AND REPAIR ROOF AS COOLER REPAIR AND REMODELING. z P•I REFRIGERANT SUCTION REQUIRED FOR NEW PENETRATION. CL a REFERENCE ONLY AND TO BE USED IN THE EVENT THAT A PIPING CONFLICT w LINES SPACED 8" O.C. COORDINATE EXACT SIZE AND LOCATION OF 7. REFRIGERATION SYSTEM SHALL REMAIN W r I- 5 , MOUNTED ON UNISTRUT CAUSES THE NEED FOR A RISER. IF RISER LENGTH EXCEEDS 4 FEET, IT MUST BE OPERATIONAL DURING REMODELING. DURING u V ROOF PENETRATIONS WITH STRUCTURAL •„ 1 (TYP) APPROVED BY ENGINEER OF RECORD. DRAWINGS. THE PHASING OF OLD TO NEW SYSTEMS, BOTH Z Lg I NEW AND OLD REFRIGERATION SYSTEMS MAY h¢-• w �� [; ,. ""ESTIMATED TOTAL LENGTH INCLUDES HORIZONTAL AND VERTICAL PIPE SECTIONS. 15.619 CONTRACTOR SHALL INSTALL REFRIGERATION MANUFACTURER FURNISHED LIQUID LINE BE REQUIRED TO OPERATE AT THE SAME TIME a c,:,. THIS IS ONLY AN ESTIMATE AND ACTUAL LENGTH WILL VARY. SOLENOID VALVE AT CASE/EVAPORATOR. FOR A SHORT PERIOD. _1 0 PROVIDE CONTROL WIRING FROM SOLENOID 0 roti , ti 8. WHERE NEW REFRIGERATED EQUIPMENT IS INTERMEDIATE SUCTION LINE - -� VALVE BACK TO THE ROOF MOUNTED INDICATED ON THE DRAWINGS, PROVIDE TRAP IN WALL, VOID SPACE, \• _- CONDENSING UNIT. DEMOLITION, REMOVAL,AND TEMPORARY OR HIDDEN FROM VIEW. 15.624 ROUTE REFRIGERATION LINES ON TOP OF CASE STORAGE OF OLD EQUIPMENT PER WALMART n_ INTERMEDIATE TRAP SHOULD FOR ALL TOP FED CONNECTED CASES. SLOPE MECHANICAL SERVICES CONSTRUCTION BE PLACED AT THE MIDPOINT BACK TO COMPRESSOR AT 1" PER 20'-0" OF RUN. MANAGER'S INSTRUCTIONS, AND OF ANY SUCTION LINE RISE PIPING SCHEDULE RCU2 REFER TO TOP FED PIPING DETAIL. REFRIGERATION DEMO NOTES. O O WHICH EXCEEDS 16 FEET. VERTICAL ESTIMATED 9. COORDINATE REMOVAL AND DISPOSAL OF C----) c- ) PIPE HORIZONTAL SUCTION RISER TOTAL EXISTING EVAPORATORS, REFRIGERATED - - DESIGNATION I SUCTION AS REQUIRED LIQUID LENGTH^^ CASES, AND CONDENSING UNITS, WITH O RCU2 I 7/8 112 1/2 67 I WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER. O H-1-0 0- - - - ^RISER SIZE IS SHOWN EVEN WHERE A RISER IS NOT EXPECTED. THIS IS FOR 10. REMOVE COPPER LINES, EVAPORATORS, AND 0 c., ~ REFERENCE ONLY AND TO BE USED IN THE EVENT THAT A PIPING CONFLICT CONDENSATE LINES FROM COOLERS/ un ii CAUSES THE NEED FOR A RISER. IF RISER LENGTH EXCEEDS 4 FEET, IT MUST BE FREEZERS BEING REMOVED FROM SITE. d 0 ` p APPROVED BY ENGINEER OF RECORD. COORDINATE WITH WALK-IN PANEL VENDORicd 0 '° FOR TIME LINE OF REPLACEMENT. REFERENCE "^ESTIMATED TOTAL LENGTH INCLUDES HORIZONTAL AND VERTICAL PIPE SECTIONS. SPECIFICATION FOR CONTACT INFORMATION. Z _ THIS IS ONLY AN ESTIMATE AND ACTUAL LENGTH WILL VARY. W 11. WALK-IN PANEL VENDOR SHALL PROPERLY r n O SUCTION LINE TRAP AT THE BASE PREPARE ALL COOLER/FREEZER PANELS, v 0 OF THERISER AT ALL POINTS GLASS DOORS, SLIDER OR SWING DOORS, I I Cl) WHERE SUCTION LINES RISES. PALLETIZE, AND PREPARE THE EQUIPMENT TO d F— SHIP OFF SITE. INTERMEDIATE SUCTION LINE TRAP DETAIL 12. COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR THE REMOVAL OF W NTS 07/07/17 LIQUID LINE SPRINKLERS FOR ALL REMOVED m 0 COOLER/FREEZER BOXES. n --- SUCTION LINE Z ADJUST LOCATION OF DROPS AS REQUIRED. (TYP) 13. COORDINATE WITH ELECTRICAL CONTRACTOR m FOR THE REMOVAL OF ALL REMOVED ONLINE GROCERY PICKUP 4 PROVIDE TRAP AT BASE. (TYP) COOLER/FREEZER BOXES ELECTRICAL WIRING DEVICES. MANUFACTURED METAL WHERE APPLICABLE, INSTALL LIQUID LINE SOLENOID, EVAPORATOR PRESSURE ISSUE BLOCK REGULATOR, AND FULL PORT ISOLATION BALL VALVES ON TOP OF CASE. PROVIDE VALVE 14. COORDINATE WITH EMS CONTRACTOR FOR THE CURB, INSULATION AND t --- LOCATION IDENTIFICATION TAG OF ENGRAVED PLASTIC. REFER TO SPECIFICATIONS. REMOVAL OF ALL REMOVED COOLER/FREEZER SHEET METAL ENCLOSURE. 1-1 BOXES EMS WIRING AND DEVICES. REF ARCHITECTURAL PLANS RUN CONDUIT ON PROVIDE 26 GAUGE SHEET METAL ROUTE SUPPLY AND RETURN I I UNISTRUT AS CUSH-A-CLAMP FIRMLY HEADERS ON TOP OF CASES DRIP PAN WITH MASTIC COATING 15. EXISTING REFRIGERATION PIPING MAY BE RE- I CLAMPED TO PIPE (TYP) WHERE POSSIBLE. USED UNLESS OTHERWISE NOTED ON PLANS. /III • I SUPPORT PIPING ON REFRIGERATION PIPING WHERE APPLICABLE: s _ REFER TO SCHEDULES FOR PIPE SIZE UNISTRUT a REQUIREMENTS. ROOF FOR ADEQUATE (TYP) REAR HALF OF t4 f�I 1 1 rh SLOPE AND SPACING. P-1000 (TYP.) , • -1 i n I 1 ' n '; REFRIGERATED CASE REFRIGERATED CASE 16. BUILDING COMPONENTS ABANDONED BY THE I SII -1 r DURA-BLOK DB6-SERIES OR DESIGNATED FOR - I 1 II I I I I I I MANUFACTURER TO PROVIDED MN L_ L� I c I I I TOP CONNECTED CASES. SCOPE OF WORK SHALL BE SECURED TO �I EQUIVALENT CHANNEL PIPING AND VALVES. u u PREVENT FALLING, LOOSENING, OR CREATING . \ ai i�l_ of i�l SUPPORT. (TYP) DAMAGE OF ANY KIND IN THE FUTURE. ROOF OPENING TO I ::\ ©) ©� I ACCOMMODATE BOTH FRONT HALF OF , REFRIGERATION PIPING SUPPORT PIPING AT 6'-0" REFRIGERATED CASE I AND ELECTRICAL MAXIMUM ON CENTERS, 2'-0" 17. IF ANY RACK SYSTEMS WILL BE OPENED TO ADD �LDESIGNATED FOR OR REPLACE CASES, EVAPORATORS, ETC. THEN `-/ L. CONDUIT En FROM ANY ELBOW. DO NOT ELECTRICAL AND EMS (TOP OF CASE) SPACE AT 4' INTERVALS- {T(P.) 24 TO 48 HOURS AFTER THE WORK IS p ATTACH BLOCK TO ROOF COMPONENTS. PIPE SUPPORT REF ; w COMPLETED AND ALL FINAL ADJUSTMENTS HORIZONTAL REFRIGERANT ROOF MEMBRANE FRONT OF REFRIGERATED CASE. HAVE BEEN MADE, PROVIDE AND CHANGE LINE SUPPORT DETAIL ` 1" EXPANDED POLYSTYRENE LIQUID LINE FILTER CORES, OIL SYSTEM FILTER 2'-0"MAX. ,\ I OR EQUAL. 6" MINIMUM WIDTH. VALANCE FURNISHED BY CASE USING SPORLAN OF STYLE FILTER, AND LENGTH AS REQUIRED. MANUFACTURER, INSTALLED BY REPLACE SUCTION FILTERS. FILTERS ARE TO BE SIDE VIEW SECTION VIEW REFRIGERATION CONTRACTOR. RATED FOR WAX REMOVAL. CONTRACTOR TO L PROPERLY DISPOSE OF OIL AND COMPONENTS REPLACED. REFER TO SPECIFICATION 15600. ROOF PENETRATION REFRIGERATION PIPING SUPPORT (ON ROOF) REFRIGERATION PIPE ROUTING FOR TOP FED CASES 18. REFER TO GROCERY ARCHITECTURAL CHECKED BY: MJT DRAWINGS FOR ADDITIONAL WORK BY •. 6 NTS 03/07/18 0 NTS 03/07/18 4 NTS 07/26/17 REFRIGERATION CONTRACTOR. DRAWN BY: DWB PROTO CYCLE: 12/20/19 REFRIGERATION SYMBOLS DOCUMENT DATE: 1/28/20 TYPICAL INSULATION TYPICAL SUCTION LINE 10.12.17 0...---...\ LIQUID XXX IT CIRCUIT NUMBER LINE I INSULATION XXX + MODEL NUMBER (CIRCUIT INFO) IMPORTANT NOTICE: r...\ CO I= CLEANOUTS (CO) THIS DRAWING SHALL ix____\"„ • CONDENSATE DRAIN LINE (CD) NOT BE USED FORCONSTRUCTION CONNECT TO EXISTING UNLESS SEALED, CONTINUATION SIGNED AND DATED BY Q= DETAIL NUMBER THE LICENSEE IN ©--m— SHEET NUMBER (DETAIL REFERENCE) RESPONSIBLE CHARGE TOP CHORD OF JOIST (AOR/EOR). UNISTRUT y TOP BEAM ROOF t MAX �7/74 CLAMP (TYP.) A EVAPORATOR COIL U E [011Inn ®*' I I E: Inn EINI. O ILp r + I I + / T ag ' I +5 ISOLATION VALVE c ELBOW-TURNED DOWN _ _ ELBOW TURNED UP I I (XX.X)0) REFRIGERATION KEYNOTE REFERENCE C\_,/ LOADS MUST BE REFRIGERATION PIPING (ABOVE) . FHUNGA WITHIN 3" ,/ OF PANEL POINTS ROD THREADED / REFRIGERATION PIPING (BELOW) ETR EXISTING TO REMAIN a APPLY EXPANDING FOAM TO BOTTOM OF TYP TYPICAL CLAMPS AND COVER WITH f STRUCTURE (TYP) INSULATION IN A CLEAN AND ELEVATION WORKMAN LIKE MANNER. INSUGUARD OR COOPER B-LINE r ��) "�'�L SNAP N' SHIELD PIPE SADDLE ✓ __ — .020"THICK PVC JACKET FOR 1 t ALL -, ..-6-- _ 5 6 Pc SECURED TO UNISTRUT. MATCH I TYP TYP I '' ,�',Ik1 ' -V 4" COLOR OF INSULATION. (TYP) REFRIGERATION LINES EXTERIOR #022 CUSH-A-CLAMP �/ I RCU1 I 15.617 15.610NV I RCU2 I �____I / TO BUILDING (TYPICAL) FIRMLY CLAMPED TO • ', RL RCU1 RCU2 IDDSSU400400.....44t if!" PIPING IN ULATI PIPE (TYPICAL) (NEW) No.. (NEW) Oird�I3�a (BEYOND) 21 lin Iwo �i ilnu / PIPING / �i I / fit -"I'l ., 112 RETAINING r K. - .-W .. •'SUCTION LINE LIQUID INSULATION 1 • 7�.p.� j ' LINENUT, UNSISTRUT +, RCU1 RCU2 - �j.�m!nn %; �u �'n' P401 OT .. r �►i I 1 /� •' %1r • 15.6609 1 0SCOTT C. WEBB BOLT • # i o� %411. 3 0 ; � L7.1 TYP 15.603 15.601 ©TYP11 0 � I�G/ -- R1 15.612 15.602 15.f19 R2 TYP .. il �� ® 15.624 REFRIGERATION l irk NV r/ --- t PLAN 1 - 112" CHANNEL $ WALL OR BUILDING STRUCTURE �� NUT WITH NOTE: FOR OVERHEAD LINES, UNISTRUT HORIZONTAL, TRAPEZE HUNG ... TT. a, 1 518"x1 518"GALVANIZED SPRING, REFRIGERATION PLAN UNISTRUT P-1000, 10'-0" UNISTRUT P1010 ��1 i�� rl 5 PLAN 1 518"x1 518" GALVANIZED I 1 i r! MAXIMUM ON CENTERS ��t .� P) UNISTRUT P-1000, 6'-0" MAXIMUM 1/8"= 1'-0" � �� P ON CENTERS, 2'-0" MAXIMUM + NOTE: MAINTAIN TIGHT SPACING BETWEEN PIPING FROM ANY ELBOW. EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING �' ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND W VERTICAL REFRIGERANT LINE SUPPORT 0HORIZONTAL REFRIGERANT LINE SUPPORT 1 EXACT"AS-BUILT' CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE ¢ 0NTS 11/17/17 NTS 07/07/17 SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES Na PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET: o F� DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF N R 1 EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE, M N in O " O V o C co m - N • REFRIGERATION SCHEDULE SYSTEM RCU 1 Estimated Refrigerant Charge R407A Refrig.OEM HUSSMANN Condenser Type. Air HIR Media: N/A SG1 Refrig.Liquid Temp °F SG2 Refrig.Liquid Temp °F: N/A SG3 Refrig,Liquid TempF: N/A EXTERIOR DRY BULB(DB)°F: 101.7 N F. 9 9 9• YPg 4 9 49• q I U- . Format: Grocery Store#: 5935 System Type: CONDENSING UNIT Estimated Refrigerant Charge(lbs) - Refrig.EMS: SEE PLAN Sat.Cond.Temp°F U- HIR Use: N/A SG1 Comp RGT°F: N/A SG2 Comp RGT°F: N/A 5G3 Comp RGT°F: N/A Based on 5yr Extreme DB-ASHRAE Pub.: Year 2017 a) 0 L W N Proto Size: Remodel City/State: Tigard,OR Consultant: MPW Rack and Condenser Charge(lbs): - System Elec: 208/220V 3Ph 60Hz Cond Design TD°F: H/R Water GPM: N/A EXTERIOR WET BULB(WB)°F: 76.2 s- > • N ProtoCyde Date: -/-1- Elevation: 204 ft. Prepared by: Dalton Brooks Fixture and Field Piping(lbs): - Defrost Elec: 208V 60Hz 1 or 3 Ph Est.Summer THR MBH: N/A Evap.Superheat: - Based on 0.4%Monthly Max WB-ASHRAE Pub.: Year 2017 iiiJ > M in wt I- Date Prepared 1/22/2020 Design DB°F/WB°F: 102°F I 76°F Interior Design DB°F/RH%: 75°F/55% Sys.Pilot Elec: - Cond.Elec: - Est.Winter THR MBH: N/A ASHRAE Design Conditions Weather Station#: 726986 el CIRCUIT INFORMATION FIXTURE ELECTRICAL INFORMATION MISC INFORMATION Case Fixture Length/Quantity I Walk-In Box Size LSHX Y or N? Unit Cooler Case/ Lights Anti-Sweat &Model# Expansion Device/ Sub-Circuit Load Circuit Evap Walk-In Circuit Control Valves Defrost Defrost Heaters Fans Amps Amps CKT# FT 1#of Doors 2 Dr/4' 3 Dr/6" 4 Dr/8' 5 Dr/12' L W H Case/Coil Model Case/Coil Manuf. Application WI Evaps Distributor Nozzle (MBH) Load(MBH) SST Air Temp EPR LLSV Type Amps Voltage Amps Voltage (120v) (120v) Comments Equipment Number CKT# RCU1 7 DRS 1 1 RL HUSSMANN OGP Reach-in - - 7.74 -19 -12 E3S140 EL 23.5 208/1 15.2 120/1 FAN LOAD INCLUDES ALL 120V LOADS RD3033.145-A 02/09/17 RCU1 SUCTION GROUP#1 REQUIRED CAPCITY(MBH) 7.74 -22 (°F)Suction Temperature I rw (B of _i w W O DO Wwo1-y General Notes: CO twlj o uj a z LO°z 1.) Owner designated refrigeration equipment manufacturer:HUSSMANN W o u)LL z w.w U 2 z z p w I w W_C a w< 0 2.) Furnish with time dock for defrost control,installed inside condensing unit. _ _ CL a¢ IE o w w Ei o z o w w 3.) Furnish with thermostat and solenoid for temperature control. 0 Ix W J z Z a ctw w va,=a m u) cnaoQow5 4.) Defrost load to be powered from the remote condensing unit factory installed circuit breaker. J Z a 7 o o w i_0 p w w o w a 5.) RL case has a single 120V connection. See electrical plans for breaker location. o t� Z w o z a w U o o a Q~ Zvi O-0_<z,,, �¢_o�J{ a d o O w w p u z N-` dpOCFw (,2D-LAz��=g p owgz,,LoLL WUWWJT Cl) FwFOau,a0WQ .Q <F- REFRIGERATION SCHEDULE SYSTEM RCU2 Estimated Refrigerant Charge R407A Refrig.OEM: HUSSMANN Condenser Type: Air FUR Media: N/A SG1 Refrig.Liquid Temp °F: - SG2 Refrig.Liquid Temp °F: N/A SG3 Refrig.Liquid Temp °F: N/A EXTERIOR DRY BULB(DB)°F: 101.7 Format: Grocery Store#: 5935 System Type: CONDENSING UNIT Estimated Refrigerant Charge(lbs) -- Refrig.EMS: SEE PLAN Sat.Cond.Temp°F: - HIR Use: N/A SG1 Camp RGT°F: N/A SG2 Comp RGT°F: N/A SG3 Comp RGT°F: N/A Based on 5yr Extreme DB ASHRAE Pub.: Year 2017 , S Prato Size: Remodel City/State: Tigard,OR Consultant: MPW Rack and Condenser Charge(lbs): - System Elec: 208/220V 3Ph 60Hz Cond Design TD°F: HIR Water GPM: N/A EXTERIOR WET BULB(WB)°F: 76.2 -I NJ /r{ 00 v P. ProtoCyde Date: -/-/- Elevation: 204 ft. Prepared by: Dalton Brooks Fixture and Field Piping(lbs): - Defrost Elec: OFF TIME Est.Summer THR MBH: N/A Evap.Superheat: - Based on 0.4%Monthly Max WB-ASHRAE Pub.: Year 2017 CL a P w W ro g. Date Prepared 1/22/2020 Design DB°F/WB°F: 102°F / 76°F Interior Design DB°F/RH%: 75°F/55% Sys.Pilot Elec: - Cond.Eiec: - Est.Winter THR MBH: N/A ASHRAE Design Conditions Weather Station#: 726986 I- ii Nin CIRCUIT INFORMATION FIXTURE ELECTRICAL INFORMATION MISC INFORMATION Z us L q Q w �� Case Fixture Length 1 Quantity Walk-In Box Size LSHX Y or N? Unit Cooler Case! Lights Anti-Sweat J i I &Model# Expansion Device/ Sub-Circuit Load Circuit Evap Walk-In Circuit Control Valves Defrost Defrost Heaters Fans Amps Amps Cl) CKT# FT I#of Doors 2 Dr/4' 3 Dr/6' 4 Dr/8' 5 Dr/12' L W H Case/Coil Model Case/Coil Manuf. Application WI Evaps Distributor Nozzle (MBH) Load(MBH) SST Air Temp EPR LLSV Type Amps Voltage Amps Voltage (120v) (120v) Comments Equipment Number CKT# ZO o RCU2 32 FT 1 2 IDD5SU-VCT HUSSMANN OGP Reach-in - - 8.48 33 37 E3S140 OT - 8.3 120/1 FAN LOAD INCLUDES CONDENSATE PUMP RD3032.045-A 02/09/17 RCU2 I U 1 I I I SUCTION GROUP#1 REQUIRED CAPCITY(MBH) 8.48 31 (°F)Suction Temperature General Notes: I1.) Owner designated refrigeration equipment manufacturer:HUSSMANN 0- . r 2.) Furnish with time dock for defrost control,installed inside condensing unit. 3.) Furnish with thermostat and solenoid for temperature control O O 4.) IDD5SU-VCT case has a single 120V connection. See electrical plans for breaker location. 15.) C----) C _ 00 li O " 6 cc cn o 0 1.0O „ E ci., ,, VZ °' W O S Anne I , _ i_ tIJ CUSTOMER WALMART 5935 O I` STORE: WALMART 5935 CONTACT LOCATION: Tigard OR SALESMAN DAN SULLENTRUP QUOTE /JOB #: CRM110332 ENGINEER JAN TRACHTA 111 Lu Lu C REFRIGERATOR1UNIT COOLER DIS REQ'D UNIT SIZES DESIGN CONDITIONS CONDENSING UN IT DATA z O SYS AIR CAP EVP DEF DEF WEIGHT SPEC MID POINT COND REF CONDENSING UNIT CAP COMP MID POINT UNIT UNIT UNIT co N ONLINE GROCERY PICKUP - D # SIZE MODEL DESCRIPTION TMP (MBH) TMP TYPE TER LBS 1 SHEET SST DEG F TYPE MODEL# MBH kW COND T VOLT MCA MOPD LIQUID LINE SOLENOID VALVE (LLSV) FOR HEATCRAFT/HILL PHOENIX RTU'S, SIZE ISSUE BLOCK WIRE ADDITIONAL CASES SERVED WITH 208V COIL IN THE 'A'CASE. REF WIRE PER NEC BASED ON RCU OCP SIZE. 7(3+4) RL OGP -12 7.74 -19 EL Y - BY THE RCU THE SAME AS CASE 'B' REFRIGERATION PLANS FOR LOCATION. FOR HUSSMANN RCU'S, USE#14 AWG WIRE. RCU 1 7.74 400 41.75"Lx32.32"Wx24.47"H -22 101.7 AMBIENT R407A HTSZ-0300LQK-AB-A 8.5 2.3 115 208-3-60 34.0 35 4 - DEFR AMPS 10.08+13.5(1 �: 208 1 INSTALL N/O THERMOSTAT I For WIRE CASE THERMOSTATS IN PARALLEL WIRE LLSV AND THERMOSTAT TO 0.0 L2 120V CASE FANS AND LIGHTS NOT POWERED IN EACH CASE, TYP. REF SUCH THAT ANY THERMOSTAT CAN TERMINAL STRIP IN THE RCU. ... ... SHIP LOOSE ITEMS INCLUDE: FROM THE UNIT REFRIGERATION PLANS CLOSE THE CIRCUIT TO OPERATE THE '--" SR REFER TO RCU MANUFACTURER'S FOR LOCATIONS. LLSV TO RUN THE REFRIGERATION. - WIRING INSTRUCTIONS. . SOLENOID • S • _ T'STAT fi . I } L1 WIRE TO RCU DEFROST HEATER CIRCUIT TERMINALS, REFER TO RCU 32 IDD5SU OGP 37 8.48 33 OT N ,. U tt R I L2 MANUFACTURER'S WIRING INSTRUCTIONS. RCU2 8.48 400 41.75"Lx32.32"Wx24.47"H 31 101,7 AMBIENT R407A HTSE-0050MQK-AB-A 11.6 1.2 114 208-3-60 12.7 15 ._ ..._ ___ I ©` _ REFER TO ELECTRICAL .,,e.,,.,,w CASE FANS, LIGHTS: CONDENSATE PAN HTR AND PLANS FOR WIRE SIZES. SHIP LOOSE ITEMS INCLUDE q i PUMP NOT POWERED FROM THE UNIT, ONLY WIRE TO CASE DEFROST HEATER _ SOLENOID .�. DEFROST HEATER POWERED CIRCUIT TERMINAL P. SINGLE POLE RIB T'STAT ! $ ,__ _��- _ I FACTORY INSTALLED DEFROST INPUT RIB'S IN EACH I I I INSIDE CASE WITH CASE FACTORY WIRED SUCH THAT (0 r_�rs :�..,�____ ........._____ .Y_.,. ` .�� . - ._. � .. �..,t 208V COIL, WIRE TO A 208V SIGNAL FROM THE RCU ,ir. LL. SIZE (*ICED TOP FRONT PAWL .. . .:.,,. -,,) r m - m° ,m_.... N/O RIB OUTPUT, TYP. SHALL OPERATE BOTH RIB'S. -- ,� ,.�.... .., ..... _ �a .� m -� . �_r.. .., ,.,..r CHECKED BY. MJT 1TDOOR � `I T ', t ` DRAWN BY DWB STANDARD BASE t T. 1 I PROTO CYCLE. 92/20/19 I18 19 20 21 22 23 24 16 17 18 19 20 21 22 23 24 ,,� -... ....,,�_ _ s s v ... CI WEIL XR75CD )GBd1 XR75CD DOCUMENT DATE: 1/28/20 HT - XXL{- X-A" m. a� ri 1-4" Imo . :4-"N*NNi1 2 3I 4 5 6 7 8 10 o I 1 2 • 3 5 6 0 0 C� 4 7 8 10 0101 r F WEIGHT., 4 O L Bp . _.�.. x ._� .�... . �.. _�a. T �M., _ _ _ . .�,.0 . ._ _ , ��.,. .� ._.. .. ,m IMPORTANT NOTICE. 0 00 � € t l . k . _. _. _ _ ,. _:.. .. m .__a � ._. w .._..�.__v_� . _ a� :�. CASE B CASE A Cu THIS DRAWING SHALL � ..-, . ... �a.,. .. -� = S ... .: , ..4��.�. E USED FOR -.._. 04010 ��.. .� �. M_ ELECTRIC DEFROST CASE WIRING CONSTRUCTION �T END PA EL ._._. � r UNLESS SEALED, -1\-...,1' .0. I VIEW 0 �__._ ._.._._._ ___ __.-__ �._.._ . ._. E _ SIGNED AND DATED BY • IUNTG l E �_ THE LICENSEE IN 4I C S RESP CHARGE I . t �_ ..r�.,� _ ,__�.. _.�.. �. .._. -:.. _� �_ .-- _m.0 . �..a_�_ . �._.. ..�_... LIQUID LINE SOLENOID VALVE (LLSV) WITH } ... . __._ r. , 1 (AOR/EOR). �; :.,:� � � (AO R�. _ _ _ �__ � _._, . .. -._,_.. ,,.._ ..._..T . :.. .. E.-_- �_. WIRE ADDITIONAL CASES SERVED 208V COIL IN THE 'A' CASE. REF »-.. . .. ,.. ._ _. �g� 2 L :_ ��Wim: . .. I BY THE RCU THE SAME AS CASE'B' REFRIGERATION PLANS FOR LOCATION. _ _n v ,m .� . � �.. i � - �:, .,w _ ,�.:. o � - �:.,, � ,,..... •M 1 �r�-. . - .:a. INSTALL NIO THERMOSTAT WIRE CASE THERMOSTATS IN PARALLEL WIRE LLSV AND THERMOSTAT TO - ` �� __.....4. - ' H CASE, TYP. REF SUCH THAT ANY THERMOSTAT CAN TERMINAL STRIP IN THE RCU. = ..-.41.--1 I 1 i . • - .-, - ..„„. , _ , IN EACH SR I REFRIGERATION P CLOSE THE CIRCUIT TO OPERATE THE / REFER TO RCU � "'� T� ""- "" " " . I FOR LOCATIONS. LLSV TO RUN THE REFRIGERATION. MANUFACTURER'S WIRING - _ _ _� ,r_ .� .�� , ::.��, ..,. � .. �__.,.� ._..�� , - sINSTRUCTIONS. ,.k 0 ? ELECTRO<AL. Jj L_ '1 0 0 ti ti I WIRE CASE RIB'S TO TIME CLOCK 208V _ �___� _ �.. _ .c 32. a" I,7 ... . _.. .... M . - -_-_ -. w,_ ._: __., # _� .-.„-L. .�. . ..._._ NIO TERMINALS IN THE RCU. REFER TO .... . . .EFT SIDE VIEW FRCNT VIED `'I I I 'lam ,: r_ � x ; CONNECT TO LEADS LABELED 208V DEFROST SYNC INPUT LOCATED IN RCU MANUFACTURER'S WIRING INSTRUCTIONS A JUNCTION BOX ON TOP OF CASE NOTE. tlturk DOAN .71M1-Cxf--3 t REFER TO CASE MANUFACTURER'S FOR HEATCRAFT/HILL PHOENIX L sT£F L J4 IQ GAL. . O iTRCL PAIL. 18 c.�E IX OUTDO R k4 20'0ALICE,GALV H SERA Ste- s WIRING INSTRUCTIONS. RTU'S, SIZE WIRE PER NEC BASED �,...... _ !� 1' � ��.....�. .,� 7i,-- _ ._.�:...W,_,Wy.r...,.,��,..- �.WW�..�.,�,.�. WWWW ..:.:.:,,,.__..e.w,..�.,..,,�,W�.,.�..: ,�...,...,..,_,. �.��.,�....:..�,��.�,.�� .__..wY._... ON RCU OCP SIZE. FOR HUSSMANN P,� 2.IT.L'8�I�E�BLETf'#�F t �I:.LER.TO �l�.THAT TI~E� �'t+ -,+tL.LA!'�Pt k�ETS A1..L Ai�'i.dr,.A�LE �.RE�. ;EtiT� �tt�t �'�Sal �3A� ,.-,� -- .: ..., _ .�r e SINGLE POLE RIB �-�,.D t1..{c�., 3:ltLE1STFti4Itt5iJYtt4!l5 Ft�t tF �IYFlE rAliil' a �13L7t :C illi L rpt .�ti 1 _�.. „. . _ �-..,_ -. ._--- •- FACTORY INSTALLED RCU'S, USE#14 AWG WIRE. ,�� ' I �. .. .. 4: /0 IIVST�DON T'I FOR�.Ilrt Emir t 1.EAR ft 7 GlKfN :�_ m „ -=m - -- - -�s DEFROST INPUT RIB 5 IN EACHGx NES suer ra e� 2 m 1 INSIDE CASE WITH `�+ `� _- _ ,w...,.,..... ..,..:_.._.,..- _,.., # t a D, v TT E I.,..._.,_.. m __.. ._.:. __ . _ �_. __. � :,. . CASE FACTORY WIRED SUCH THAT C cp- t I l 208V COIL, WIRE TO A 208V SIGNAL FROM THE RCU .... ,:. ..:......:. :... ........-... ..mw.... .-4-.w...n..... a.....,:. ..!,asn n.-ar,.aX.:as ..,,.... ..._.. .... ........ ...,..,. .......:.. , w +4....::.r:n:. .. .r ,1..::x..,.._.m.a ,......_. _ ..... .... ... .�-.,.. .. ...., .. ... ..._.,.n . ..._«. ':«wi+W+ .. .. .. a.[.a.-.,..ro ,xnw:h. ....,.v�,m...a+.' -.ew.r pkAc¢'S' 1e..+..**# �. , ; ,..;,.. ,._.. I s .: - > ,. N/0 RIB OUTPUT, TYP. SHALL OPERATE BOTH RIBS. > u►III t - lH Urariq ..‘01/ 9 1 .J 16 17 18 19 20 21 22 23 24 , 16 17 18 19 20 21 22 23 24 , an.c. *�� Lk dip(-1I XR75CD die�G 11 XR75CD SCOTT C. WEBB 1 2 3 4 5 6 7 8 [0000101 1 2 3 14 1 5 6 1 7 8 10000101 / REFRIGERATION � CASE's' � CASE 'A' RCU - SCHEDULES i OFF TIME DEFROST CASE WIRING AND wi SUBMITTALS 0 DIXELL WIRING DETAIL Reference °nil, ar NTS 12/04/2019 'Jot ant 1-..# !r�2 r i rnif P EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING � ' ORIGINAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND s EXACT"AS-BUILT"CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE Q o SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING o W SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY, NO ADDITIONAL SHEET: N -' DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF FAILURE TO �� N EXISTING CONDITIONS. FAMILIARIZE WORKERS WITH HTHIpKNOWLEDGE. ELECTRICAL SYMBOLS KEYNOTES GENERAL POWER NOTES GENERAL LIGHTING NOTES PANELBOARD NOTES M LEGEND © 8 is 07-2618 LIGHT FIXTURE SCHEDULE 07 26.19 07.26.19 07-2619Q (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) 1. TELEPOWER POLE(S): MOUNT JUNCTION BOX(ES) TO 1. EXIT SIGN MOUNTING 1. TERMINATE GROUND ON ISOLATED GROUND BUS. Y N "OW' FIXTURES AND LAMPS ARE FURNISHED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR. "GC" FIXTURES AND LAMPS ARE FURNISHED AND INSTALLED BY THE CONTRACTOR. 16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESS TOP SIDE OF BOTTOM CHORD OF BAR JOIST INSTALL A. WALL FIXTURE: CENTER 12"ABOVE DOOR SYMBOL DESCRIPTION NOTED OTHERWISE. FURNISHED POWER POLE AND TERMINATE WIRING OPENING, 2- INSTALL LOCKING DEVICE (LOCK-OFF FOR MAINTENANCE).1-0 ~ �+ / LIGHT FIXTURE SUPPLIED VENDOR 1 INPUT COLOR LIGHT LAMP 16.126 EXISTING LIGHT FIXTURE TO BE DEMOLISHED. TO JUNCTION BOX. PROVIDE UNISTRUT SUPPORTS B. CEILING FIXTURE: ON CEILING OR AT HEIGHT LOCKING DEVICE SHALL BE UL LISTED- MANUFACTURER SHALL .2 U_ LL O (WALL MOUNTED/CEILING MOUNTED) TYPE BY DESCRIPTION MANUFACTURER MODEL VOLTAGE VA TEMP SOURCE QTY MOUNTING COUNT 16.129 CONNECT TO EXISTING CIRCUIT PREVIOUSLY AND HARDWARE TO SECURE TELEPOWER POLE SPECIFIED ON DRAWINGS. MATCH EXISTING PANELBOARD MANUFACTURER. SERVING AREA LIGHTING THAT WAS REMOVED. PLUMB TO BUILDING STRUCTURE. REF POWER POLE C. PENDANT FIXTURE: MATCH HEIGHT OF EXISTING i o I 0 I LIGHT FIXTURE 1C GC 8' FLUORESCENT STRIP DAY-BRITE TT232-UNV-1/4EB-LP-TH2 120/277 114 VA 5000K F32T8/TL850/PLU 4 SURFACE 3 MAINTAIN EXISTING CIRCUIT CONTROL UNLESS CONNECTION DETAIL. PENDANT MOUNTED EXIT SIGNS. IF STORE DOES 3. INSTALL LOCKING DEVICE (LOCK-ON FOR CRITICAL LOAD). U w c SIALTO NOTED OTHERWISE. PROVIDE CONSTANT HOT NOT HAVE PENDANT MOUNTED EXIT SIGNS, THEN L 5 00 LIGHT FIXTURE, 11 GC LOW-POWERED BUILDING MOUNTED LITHONIA LIGHTING WST LED P2 50K VF MVOLT DDBXD 120/277 25 VA 5000K INTEGRAL LED - WALL 1 FOR EMERGENCY EXIT AND LOCALLY 2. PROVIDE LIQUID-TIGHT FLEXIBLE METAL CONDUIT PENDANT MOUNT SIGN 24" BELOW BOTTOM OF 4. GF1 BREAKER FOR PERSONNEL PROTECTION (5MA). Q w co NIGHT LIGHT EXTERIOR GE LIGHTING EWS3 0 A7 D1 50K 1 DKBZ CONTROLLED LIGHT FIXTURES- AND WIRING FROM DISCONNECT SWITCH OR BAR JOIST. > f' SOLUTIONS, LLC JUNCTION BOX TO EQUIPMENT KNOCKOUT OR D. VERIFY MOUNTING HEIGHT WITH AHJ. 5. GFl BREAKER FOR EQUIPMENT PROTECTION 30MA . J "' 16.131 CONNECT TO EXISTING CIRCUIT. ( } in VOLUMETRIC LIGHT FIXTURE ELECTRICAL CONNECTION POINT. E. COORDINATE LOCATIONS OF EXIT SIGNS TO M ~ LIGHT FIXTURE NOTES: (APPLIES TO ALL LIGHT FIXTURES) 16.201 EXTERIOR SIGN POWER WHERE ELECTRICALENSURE STORE SIGNAGE DOES NOT OBSTRUCT 6. CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. A. SUPPORT ALL RECCESSED OR LAY-IN LIGHT FIXTURES, DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE CONNECTIONS FOR SIGNAGE OCCUR BELOW 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE THEIR VIEW. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY V 0 TRACK LIGHTING ABOVE, WITH A MINIMUM OF TWO 12-GAUGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS. FIXTURE SUPPORT WIRES MAY BE SLIGHTLY LOOSE TO ALLOW ROOF LINE, MOUNT JUNCTION BOX(ES)TO WALL THE FIXTURE TO SEAT IN THE GRID GRID SYSTEM. ATTACH LIGHT FIXTURES TO THE SUSPENDED CEILING SYSTEM TO RESIST 100 PERCENT OF THE FIXTURE WEIGHT AT SIGN CONNECTION POINT AND PROVIDE 3/4" DEVICE RATING DIFFERS FROM SIZE PROVIDED, F. THE USE OF TRITIUM BASED RADIOACTIVE EXIT PER NEC. EXIT FIXTURE ACTING IN ANY DIRECTION. COMPLETE IN ACCORDANCE WITH APPLICIABLE BUILDING CODE REQUIREMENTS. CONDUIT TO CONTROL BOX FOR LOW VOLTAGE NOTIFY WALMART CONSTRUCTION MANAGER SIGNAGE IS PROHIBITED. / ® (WALL MOUNTED/CEILING MOUNTED) WIRING (INSTALLED BY OTHERS) REFER TO IMMEDIATELY TO COORDINATE RESOLUTION. 7. REFER TO ONE-LINE DIAGRAM FOR AVAILABLE FAULT CURRENT ARCHITECTURAL DRAWINGS FOR EXACT SIGN 2. EMERGENCY LIGHT FIXTURE INSTALLATION FOR INTERRUPT RATINGS. / �Oa EMERGENCY LIGHT LOCATION(S) PRIOR TO INSTALLATION. WHERE 4. ELECTRONIC FIRE PROTECTION/SECURITY ALARM A. WALL FIXTURE: 12" BELOW FINISHED CEILING OR w w as,o � (WALL MOUNTED/CEILING MOUNTED) ELECTRICAL CONNECTIONS FOR SIGNAGE BOXES AND CONDUITS SHOWN ON POWER PLANS +10'-0" IN AREAS OF EXPOSED STRUCTURE, 8. REFER TO ONE-LINE DIAGRAMS FOR WIRE SIZES. w Lx m 'ow E9 o x EMERGENCY LIGHT REMOTE HEADS OCCUR ABOVE ROOF LINE, PROVIDE UNISTRUT SHALL BE PROVIDED UNDER THIS CONTRACT. IN UNLESS NOTED OTHERWISE. °° Fn w`�z r o z z z a / Ma LRC PANELBOARD ADDITION, UNLESS NOTED OTHERWISE, THE B. PENDANT FIXTURE: BOTTOM CHORD OF BAR 9. FACTORY WIRED TO LOAD. w W -z w~„w 0_z H-z (WALL MOUNTED/CEILING MOUNTED) TO MOUNT JUNCTION BOXES TO BACK SIDE OF �, w w a o 208/120V,3PH,4w FOLLOWING GENERAL NOTES APPLY: JOIST OR AT HEIGHT SPECIFIED ON DRAWINGS. a r 5 L,_o 0 0 Iv° PARAPET AND PROVIDE 3/4" CONDUIT TO 1-< �_s �� z a SERVES:RECVOUNGCENTER 1P�ML°. A. ALL ALARM JUNCTION BOXES SHALL BE 4"X4"X2 C. REMOTE HEAD FIXTURE: HEADS CENTERED 10. BREAKER SHALL BE HIGH MAGNETIC TYPE. 0 o a g a w¢ °°' SINGLE POLE SWITCH CONTROL BOX FOR LOW VOLTAGE WIRINGI- z z a a =s> LO�110N REcvcLNCCENTER 1°,o00wc. 118" MINIMUM. ABOVE DOOR OPENING +9' 0", UNLESS NOTED o'j n¢°a°_}o a (INSTALLED BY OTHERS). PROVIDE ONLY ONE Z a w . 1. ww EQUIPMEIVTGROUND BUS rBAR PENETRATION THROUGH THE ROOF. REF B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH OTHERWISE AND BATTERY PACK MOUNTED ON 11. FIELD VERIFY BREAKER IS NOT CONNECTED TO ANY LOAD. O �- o N S a z z° z i-2 ISOLATED GROUND BUS 1 BAR U m ¢to v°°a 3 3-WAY SWITCH SURFACEMOUNTARCHITECTURAL EXTERIOR WALL SECTIONS PULL WIRE AND INSULATING BUSHINGS AT END INTERIOR SIDE OF WALL 12" BELOW FINISHED REMOVE CIRCUIT BREAKER AND REPLACE WITH BLANK COVER. Z o a z ¢o nEr o4LLrnlo aU wg 7-7- KVA AND SIGN ATTACHMENT FOR ROOF AND OF VERTICAL RACEWAY RUN CEILING OR AT BAR JOIST IN AREAS OF EXPOSED UPDATE TYPEWRITTEN CIRCUIT DIRECTORY IDENTIFYING CIRCUIT z w om.Z o N DESCRIPTION WIRE PL A B C PL ""` DESCRIF'TI°N PARAPET PENETRATION REQUIREMENTS. C. VERTICAL RACEWAYS FROM ALARM BOXES STRUCTURE. AS "SPACE". IF AN EXISTING LOAD IS CONNECTED, REFER TO o oce W°m o a o W o 4 4-WAY SWiTCH z,.Oa6TowES!- 1 Rc)1(18 #12 40 3 2@ I SPACE(11) 2 ' SHALL BE EITHER CONCEALED INSIDE WALL OR D. REFER TO MANUFACTURER'S WRITTEN PANELBOARD NOTE (22). _�2 o a�°w x w o w w m s 3 #12 2 2 002 1 15 LJH(RECYC(RECYCLING 4 16.232 AUTOMATIC DOOR OPERATOR: VERIFY SURFACE MOUNTED (TO MATCH JUNCTION BOX INSTRUCTIONS. ALLOW BATTERY TO CHARGE ~�~ �'o«'R°u' a~ $K KEYED SWITCH 5 , #12 2.1141 20 INSECT CON1ROL 113) 6 LOCATION WITH MANUFACTURER'S MOUNTING). ALL VERTICAL RUNS SHALL BE CONTINUOUSLY FOR A MINIMUM OF 24 HOURS 12. DUAL TAP SOLENOID OPERATED BREAKER. CONNECT 7 RLU2n8) 012 15 3 1.73 1 20 SPAPEn3) 8 RECOMMENDATIONS PRIOR TO INSTALLATION. TURNED 90-DEGREES AT TOP SIDE OF BOTTOM BEFORE INITIAL TESTING. EMERGENCY/NIGHT LIGHTING TO UNSWITCHED TERMINATION. 9 #12 1.73 1 20 SPARE(13) 10 ALL DOOR CONTROLS INCLUDING LOW VOLTAGE CHORD OF BAR JOIST AND EXTENDED E. AFTER EMERGENCY LIGHT HAS BEEN POWERED D DIMMER SWITCH 11 #12 1.73 I 1 20 SPAREc,3) - 12 ROUGH IN CONDUIT, BACKBOXES AND WIRING HORIZONTALLY TO A LOCATION ACCESSIBLE BY DO NOT TURN OFF FOR EXTENDED PERIODS OF 13. EXISTING CIRCUIT. 13 RECEPTACLE(19) #12 20 1 0.36 1 20 SPARE(13) 14 BY OTHERS. VERTICAL FLOOR TYPE LIFT. TIME. SVS VARIABLE SPEED SWITCH 15 REFCAsEPGAR4IC+rt'S;19) #12 20 1 1.17 1 20 SPARE(13) 16 16.420 PROVIDE WP JUNCTION BOX WITH COVERPLATE 14. ROUTE CIRCUIT THROUGH CONTACTOR. r, REF CASE PIPUQrrS(18) #12 zo 1 0.91 I 1 20 SPARE(13) 18 AT 12'-0"AFG FOR MOUNTING OF EXTERIOR 5. UPON COMPLETION OF ELECTRICAL INSTALLATION 3. EXIT SIGNS, EMERGENCY LIGHTS AND NIGHT LIGHTS 19 REF CASE PMP/LlLiiifS{78) ziz 20 , 0.38 1 20 SPARE(13) 20 CAMERA. PROVIDE 314" CONDUIT THROUGH AND PRIOR TO ENERGIZING CIRCUIT: SHALL NOT BE SWITCHED. 15. PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL $M MANUAL MOTOR SWITCH 21 REF CASE PAP/LIG-MS(18) #12 20 1 0.34 I 1 20 SPARE(13) 22 EXTERIOR WALL TO ABOVE BAR JOIST AND 23 REF CASE PMPNGNTS(,B) x12 20 , 0.31 1 20 SPARE(13) 24 A. INSPECT WIRE AND CABLE FOR PHYSICAL SYSTEM. SINGLE POLE OCCUPANCYTERMINATE WITH BUSHING. DAMAGE. 4. IN AREAS OF OPEN STRUCTURE, MOUNT STRIP 25 MANAGER (16) #12 1 0.36 SPACE(11) 2B (n S SENSOR SWITCH PwN1�A(18) u z 20 1 120 SPACE(111 28 16.492 E.C. SHALL COORDINATE WITH GENERAL B. PERFORM CONTINUITY TEST. FIXTURE TO BOTTOM CHORD OF BAR JOIST, UNLESS 16. RELOCATED CIRCUIT FROM EXISTING PANELBOARD. Z 29 SECURITY CAMERA(18) #12 20 1 0.36 SPACE(11) 30 CONTRACTOR AND ARCHITECTURAL C. VERIFY PROPER PHASING CONNECTION TO ALL NOTED OTHERWISE. Q $OS2 DOUBLE POLE OCCUPANCY 31 aLrroMAncr]oaaOPERAT (I8) u z 20 1 040 SPACL(,1) 3z DEMOLITION PLANS THE EXTENT OF ELECTRICAL THREE PHASE MOTOR LOADS- 17. PROVIDE BLANK CIRCUIT BREAKER FILLER PLATE FOR EXPOSED SENSOR SWITCH 33 SPACE(11) I SPACE(11) 34 DEMOLITION- REMOVE UNUSED DEVICES, 5. PROVIDE SEPARATE BOXES FOR GANGED SWITCHES SPACE IN PANELBOARD. Uj 35 SPACE(11) I SPACE(11) 36 BOXES. CONDUITS; AND WIRING BACK TO ON SEPARATE BRANCH CIRCUITS. Z ((( OS 4CEILING MOUNTED OCCUPANCY 37 SPACE1 11 SPACE h1 l 38 ORIGINATING JUNCTION BOXES OR 18. PROVIDE U.L. LISTED OVERCURRENT DEVICE TO COORDINATE SENSOR SWITCH 39 SPACE(11) I sPACE71) 40 PANELBOARDS. REFERENCE POWER PLANS FOR 6. FIXTURES DENOTED WITH "ABJ"ARE T O BE AND MAINTAIN MANUFACTURER'S SERIES RATED SYSTEM. 41 SPACE 011 I - SPACE(11) 42 CIRCUITRY TO BE REUSED. DEMOLITION SHALL FASTENED ON UNISTRUT CHANNELS MOUNTED TO TOTAL• 621 818 6.66 VA AFFECT ACTIVE CIRCUITS. IF CIRCUIT IS THE BOTTOM SIDE OF THE TOP CHORD OF BAR 19. EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY CONDITION OF RECEPTACLE, DUPLEX r�d2NEC ARfICLEzz6 5176 6818 5548 wins DEMOLISHED ALL THE WAY TO PANELBOARD, JOISTS. LOCATE THE FIXTURES RUNNING CIRCUIT BREAKER TO ENSURE THAT IT IS OPERATIONAL AND 2 O TOTAL LOAD 2,05 KVA 58.43 AMPS REMOVE CIRCUIT BREAKER AND REPLACE WITH PERPENDICULAR TO BAR JOISTS WITHIN BAR JOISTS MEETS ALL U.L. RATINGS. 0 RECEPTACLE, DUPLEX, FILLER PLATER. UPDATE TYPEWRITTEN CIRCUIT MOUNTED HORIZONTALLY FEEDER LOAD 2105 INA 5843 ,AP WEBBING SPACES. DO NOT FASTEN FIXTURE OR DIRECTORY IDENTIFYING CIRCUIT AS "SPACE". UN€STRUT CHANNELS TO ROOF DECK. 20. ROUTE CIRCUIT THROUGH EXISTING LCU CABINET UTILIZING % 0 cc U ICAO CONEC1EDLOAD VA ❑M3t5fYPACTUR CIVERSIREDLOSDVA I COORDINATE EXACT REQUIREMENTS WITH EXISTING RELAY AND CONTROLS. UPDATE LCU IDENTIFICATION 01.- 0 0 RECEPTACLE, GF1 I U 0 12946 0 EXISTING CONDITIONS PRIOR TO BID. 7. VERIFY THAT THE OPERATING MECHANISM OF LIGHT SCHEDULE WITH LOAD IDENTIFICATION- Cr3 co OMAN.RECEPTACLES 4.340 1m16 A.3A0 SPECIAL PLRPOSE o o SWITCHES IN THE BUILDING ARE MOUNTED AT A 0 ® RECEPTACLE, DUPLEX FLUSH FLOOR HVAC lEATRIO4 0 100760 HEIGHT THAT IS IN ACCORDANCE WITH ADA AND 21. SOLENOID OPERATED CIRCUIT BREAKER. REFER TO ENERGY O O O ,HACCOOL„°. 0 '°°% LOCAL ACCESSIBILITY REQUIREMENTS. ANY SWITCH MANAGEMENT PLANS FOR CIRCUIT BREAKER CONTROL. REMI ERA1141N. ,6709 100% 16,700 RECEPTACLE, DUPLEX ISOLATED I MOTORS 0 1006 o NOT IN ACCORDANCE WITH ADA AND LOCAL O GROUND FLUSH FLOOR I 7CAEN.ppLW10ES 0 m6 0 ACCESSIBILITY REQUIREMENTS IS TO BE LOWERED 22. TRACE EXISTING CIRCUIT. IDENTIFY LOAD AND PROVIDE O (may 1- LARGEST AAOTCR 0 2996 0 21.049 I CIVERSFIEDVA 1 21,04 ! TO THE APPROPRIATE HEIGHT. GENERAL COMPLETE TYPEWRITTEN PANELBOARD IDENTIFICATION Lo M ce am RECEPTACLE, DOUBLE DUPLEX .o,vEA ovADOESNOTWU/DE N,AEA,„ NG LOAD I ,S�, S 55 I CONTRACTOR SHALL REPAIR WALL AND FINISHES AS SCHEDULE AND PLACE ON INTERIOR OF PANELBOARD DOOR. IF REQUIRED, EXISTING CONTROLS AND LIGHTING CIRCUIT ISA "SPARE". REFER TO PANELBOARD NOTE (11). 0 0 Ln ! N }{ RECEPTACLE, DUPLEX PATTERNS ARE TO BE MAINTAINED. IJ ISOLATED GROUND EXTEND/REROUTE EXISTING BRANCH CIRCUITRY AS GENERAL NOTES: a • i REQUIRED. 1. E.C. SHALL ADD OR REARRANGE CIRCUIT BREAKERS WITHIN r RECEPTACLE, DOUBLE DUPLEX. PANELBOARDS AS REQUIRED TO MATCH NEW CIRCUIT < LL! ISOLATED GROUND DESIGNATIONS SHOWN ON DRAWINGS- 0Q O RECEPTACLE, SIMPLEX TWIST LOCK: 2. NEW OVERCURRENT PROTECTIVE DEVICES PLACED IN EXISTING I I f- L5 15R, UNO PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE l' . TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTION RECEPTACLE, SIMPLEX TWIST LOCK, :-::....: �� O ISOLATED GROUND, L5 15R, UNO ? ;, ,. L�.. ' ;fir.. ;v '") �W. O * S CES SAID .. ... .... : ! ',!: ..5 > , . L PJB- : r�4 u. ., ,.3C C: HT'S - 15 L._ ;._ _ _._; r E.C.DISHALNTRACEALL OARDLECTRICALCIRCU TS FOR ALL EXISTING RECEPTACLE, DUPLEX TWIST LOCK, ' ELECTRICAL PANELBOARDS AFFECTED BY THE REMODEL AND L5-15R, UNO IDENTIFY LOADS ON EACH CIRCUIT. PROVIDE A COMPLETE w RECEPTACLE. DUPLEX TWIST LOCK, • • �i,� _ ��. £� a�, .. ,...,,,C42})...._______...1 _ TYPEWRITTEN PANELBOARD IDENTIFICATION SCHEDULE FOR ALL T ISOLATED GROUND, L5-15R, UNO I 4ZAFFECTED PANELBOARDS OVERCURRENT DEVICES ARE NEW UNLESS NOTED m dib 1 RECEPTACLE, SPECIAL :-_.- .,.. OTHERWISE. ONLINE GROCERY PICKUP1 O ALL ...... O RECEPTACLE, SIMPLEX 16 125 PICKUP STORAGE TYP ISSUE BLOCK RECEPTACLE, PLUG-MOLD 16.125 16.131 -- JUNCTION BOXTYP (WALL MOUNTED/CEILING MOUNTED) • ) , I . 1 ) 1 .) OT THERMOSTAT 7 I ,:.. _ (WALL MOUNTED/CEILING MOUNTED) TYP OF 3 6R ? a ,., �fig. . ALARM JUNCTION BOX, 0 • • • A 16.125 H2P1 14 I ".. ..( :. . ...:: __ _.' . ::_. ". -' - • x- ), ) E :. (WALL MOUNTED/CEILING MOUNTED) ,- JUNCTIONB X r 6.12 ALARMO s...: �..., z : 1 9 R 1t 0 FOR REMOTE TEST/RESET ... (WALL MOUNTED/CEILING MOUNTED) TO3 NEAREST .- y EXISTING • i.) ; i I • ❑n NON-FUSED DISCONNECT WALL PACK 16.125 • E .ECT RIC ELECTRIC ELECTRIC HI CAO CART CART I•,� I :..s .. :�3 ;!-1,,:-"'-!1,..,'!';;1---'-::7-1-,--'1'-1, -.- , . `- • ,_a ..�€ L 4 � Ic a FUSED DISCONNECT PICKUP STORAGE LIGHTING PLAN : ,: EQUIPMENT CONNECTION POINT 3116" = 1'-0" -• ._ ,.,. II `) (PROVIDED WITH EQUIPMENT) CIRCUIT, CONCEALED IN WALLS OR - „g` CEILING. E INDICATES EXISTING WIRING CIRCUIT, CONCEALED IN SLAB FLOOR, I �..,.. .. �• •• y� N f E INDICATES EXISTING WIRING , _ _,,:.::. ........... ..�a, ::::::::.:::::.::::.::::::. .....:. . .........................: ................................. ....__ - - - - _ ..........! .... ... .. ......... CHECKED BY: COW CIRCUIT, EXPOSED, , : ..................,.......................................:.........-_... :..........................................:........................... ...a E INDICATES EXISTING WIRING • L7. L cO -' I <`. , �;;) G f �G) r-if) =G, DRAWN LOW VOLTAGE WIRING / --- ..-1\ ,,tt! • • i_ < MANAGER r'• :`C I per.. ra CJ'r' • ,.. ; .. • ...• is ', ' .I" I : I. x .'.......................... Fri..... ..._e .. . . -'..._.__.. STATION LE ri V OTO CYC 12/20/19 I r PR OTO ;'� • I. I ,,I., I -0,) ', f.t 2 ' ?L ` Sc.; ii 2 =_ci 8 '"I*21K .! -_ +54 PRINTER K, I--I CONDUIT SLEEVE ; .... i ''F ..,..,:.%.• ;x'13 �: E-41„ -• I r..,, .:5 r-,; ..Tf ::� DOCUMENT DATE: 01/28/20 PANEL ...:; �--- FLUSH MOUNTED PANELBOARD EXISTING - T.. . .as . s__�_�.- i._' ._..._... LRC LRC-25 LRC 27 ! - •. INSECTI_................................._......._ f -. .....:.:..:.. .........................._ -- I EXIST I._.. I ------ SURFACE MOUNTED PANELBOARD L LRC-6 RCU1 RCU2 ,,,.i : 7 {16 131) I',. TELEPHONE 1 DATA BOX FOR ISD TO RCU2: I ` ':'' PICKUP STORAGE (2}#12 FOR LLSV CONTROL, 1':_'_ `. `I- LOW VOLTAGE CABLE (2)#12 FOR THERMOSTAT WIRING AND I '' • '--A. 60A NF, NEMA 3R 30A NF, NEMA 3R BOX FOR OTHER (1)#12 GND IN 314"C ' i f . i ,E" t `-- \ \ LRC-7,9,11 - 7 TELEPHONE, FLUSH FLOOR - r LRC-1,315" LRC-13 ,``;'. i..._._._ - __ > x 2 : • ....... �.r•./.............a...... !. ........_ .._ _ _ _ -_ . PROVIDE 3I4" C FROM LOW VOLTAGE WIRING � -� , �.= �.-� z� �� f,� 1. LRC 31 - _ COMPARTMET TO ACCESSIBLE INTERIOR ' ' `V: �'%' ' 7;-.-7-k. _{z =<�= MOTOR THIS DRAWING SHALL il IMPORTANT NOTICE: OJOIST SPACE AND TERMINATE WITH BUSHING :_......._„�-.._._._........ � ___....__.____ '__. LRC 19 D LRC 21 D }. `r 57, c- ,.. ,.. - r TELEPOWER POLE LRC-23 0 #;--i,*''u; a..Y ' .' g..; 58 n-3 It, . Z LRC 15 D LRC 17 © ;,,�I � � �''= ;� ; °� = NOT BE USED FOR o - CONSTRUCTION _ ...._.__....__:._ UNLESS SEALED, ,1. --1,' . t PUSH BUTTON TO RCU1: _ :t .............._........._._-.-..._.........___..__.w_._-_._.. SIGNED AND DATED BY 16.232 10'-Q' 16.428 ......m- .. . . THE LICENSEE IN +102" LRC-29 (2)#10 FOR ELECTRIC DEFROST ELECTRIC ELECTRIC ELECTRIC , . B BUZZER ( (2)#12 FOR THERMOSTAT WIRING, CART ' CART CART .........`. ' wu. :: ::.=.:"!_:.c,s;s .A " RE E (2)#12 FOR LLSV CONTROL, AND RESPONSIBLE CHARGE HA SS SAIL SWITCH (2)#12 GND IN 3/4"C '......'5' .'':.'.-%`..':�'....' ''.:/'-..':�''y" (AOR/EOR). JUNCTION BOX I• r'•� ! �! DESIGN LOADS GENERAL NOTES 1. CODE 2019 OSSC (2018 IBC) 1.0 GENERAL 1.1 ALL FIXTURES SHALL BE DESIGNED TO MEET ALL BUILDING CODE REQUIREMENTS. 2. GRAVITY LOADS 1.2 THE BASE ANCHORAGE, MEMBERS AND CONNECTIONS FOR THE FIXTURES SHOWN ON THIS A. REFER TO MANUFACTURER'S RATED LOADS. INSTALLATION DRAWING HAVE BEEN DESIGNED TO RESIST DESIGN WIND/SEISMIC LATERAL FORCES FOR THE BUILDING CODES NOTED IN THE "DESIGN LOADS"TABLE ON THIS SHEET. INSTALLATION OF 3. LATERAL LOADS THE FIXTURES SHALL MEET THE LAYOUT SHOWN ON THE FIXTURE LAYOUT PLAN, PROVIDED BY OWNER. A. SEISMIC LOADS 1. 5% DAMPED SPECTRAL RESPONSE COEFF (Sds) 0.6829 2.0 SLAB AND FOUNDATION ASSUMPTIONS 2. 1-SEC PERIOD SPECTRAL RESP COEFF (Sd1) 0.5029 21 SLAB ON GRADE IS ASSUMED TO HAVE A MINIMUM OF 3,000 PSI COMPRESSIVE STRENGTH. 3. SITE CLASS (ASSUMED) D 2.2 THE SLAB ON GRADE IS ASSUMED TO BE A MINIMUM OF 4 INCHES THICK (5 1/2 INCHES THICK 4. SEISMIC DESIGN CATEGORY D MINIMUM AT THE EXTERIOR GARDEN CENTER AND STORAGE AREAS), UNREINFORCED AND PLACED 5. NON-BUILDING STRUCTURAL SYSTEM AND SEISMIC RESISTING STEEL STORAGE RACKS OVER A MINIMUM OF 4 INCHES OF DRAINAGE FILL. SYSTEM 2.3 THE SLAB ON GRADE IS DESIGNED TO BEAR ON A SUBGRADE REACTION MODULUS OF 150 PCI 6. RESPONSE MODIFICATION FACTOR (R) 4.0 MINIMUM. 7. OVERSTRENGTH FACTOR (Do) 2.0 8. IMPORTANCE FACTOR(Ip) 3.0 MATERIAL FOR RACKS AND ANCHORAGE -SALES FLOOR AREA 1.5 (PUBLIC ACCESS AREA) 3.1 ALL ANCHORS TO THE SLAB SHALL BE AS NOTED ON THESE PLANS. - STORAGE AREA 1.0 (NO PUBLIC ACCESS) 3.2 OWNER IS TO PROVIDE MAINTAINENCE PER RMI 1.4,1. 9. ANALYSIS PROCEDURE (ASCE-7, SECT. 12.8& 15.5) EQUIVALENT LATERAL FORCE 3.3 RACK INSTALLER SHALL OBTAIN OUT-OF-PLUMB INSTALLATION TOLERANCE FROM FIXTURE > j o O W o i p 10. DESIGN BASE SHEAR (PER 2012 RMI) SUPPLIER PRIOR TO INSTALLATION - RMI 2012, SECTION 1.4.11.1. ? o ��-' z w 0 o z z z - SALES FLOOR RACKS 0.260W(PUBLIC ACCESS AREA) 3.4 NO FIELD WELDING IS PERMITTED. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, IN w 0 If W az ,8 - STORAGE AREA RACKS 0.173W(NO PUBLIC ACCESS) AN .. 0 hu_ w a o WELDMENTS APPROVED AWUSE S D1E1 OR D1E3 D RODS OR EQUAL TO TENSILE STRENGTH OF BASE METAL OF W g o Q o o m O will �zza�ctO'=ar 3.5 PROVIDE 6"AT 120"TALL RACKS AND 4 1/2"AT RACKS LESS THAN 120" (OR EQUAL TO 5% OF THE " o ° ' <0-0 ZaS¢° 5wLLw UPRIGHT FRAME HEIGHT) MINIMUM CLEARANCE BETWEEN OTHER RACK FIXTURES OR ADJACENT 0 2o2)2iwz BUILDING ELEMENTS PER ASCE 7-10, SECTION 15.5.3.8. z a N`w w O O°a �r1'QO°w�nUOu)<UZ`n�1 D LtaG2Z�80-4woOE 4.0 ROLES AND RESPONSIBILITIES FOR DEMOLITION AND INSTALLATION OF SHELVING AND RACKING a_ a°5 1 o a _ =z 2 m°5 FIXTURES =uwiP0a,�LOxw2wwa= -�PUOcncLOw��cc <.i- 4.1 GENERAL CONTRACTOR TO ANCHOR ALL SHELVING AND RACKING FIXTURES ACCORDING TO THE REQUIREMENTS NOTED ON SHEET FXS1. 4.2 FIXTURE ANCHORING SHALL BE ACCOMPLISHED SIMULTANEOUSLY WITH FIXTURE INSTALLATION. 4.3 GENERAL CONTRACTOR SHALL INSURE THAT PROPER PROCEDURES AND WORK SEGREGATION ARE IN PLACE DURING ALL FIXTURE ANCHORING PROCEDURES. 4.4 GENERAL CONTRACTOR TO CLEAN ALL RESIDUE FROM SURROUNDING FIXTURES AND AREA AS ANCHORING IS COMPLETED (CLEAN AS YOU GO). 4.5 GENERAL CONTRACTOR IS TO PERFORM ALL REMOVAL AND INSTALLATION OF ANCHOR STRAPS AND/OR BOLTS AT FIXTURES REQUIRING PERMANENT OR TEMPORARY RELOCATION. I- �y STATEMENT OF SPECIAL INSPECTIONS J b§ ( q o� z ITq SPECIAL INSPECTIONS ARE REQUIRED PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE OR BY ENGINEER OF RECORD: PERIODIC SPECIAL INSPECTIONS: EL 0 1, POST-INSTALLED ANCHORS - INTERIOR OR EXTERIOR ANCHORAGE IN SEISMIC CATEGORIES C OR HIGHER. NOTES: 1. SPECIAL INSPECTIONS NOTED ABOVE SHALL BE PROVIDED BY, BUT NOT LIMITED O 0 TO, THE OWNER'S CONSTRUCTION TESTING LABORATORY (CTL). 2. OWNER TESTING AND INSPECTION (T&I), CD CD A. OWNER T&I WILL BE PERFORMED BY THE OWNER'S CONSTRUCTION Q 0 TESTING LABORATORY(CTL). Cif iD 1D ONo B. OWNER T&I SHALL BE PERFORMED BY A SPECIAL INSPECTOR- c6 p .. TECHNICAL II OR SPECIAL INSPECTOR-STRUCTURAL I, Ps- 1 rn 0- Lo C. PERIODICALLY VERIFY AND INSPECT THE FOLLOWING FOR EACH ANCHOR 0 1 O p_ SPECIFIED: Et Z rn LLI a. GENERAL COMPLIANCE WITH MANUFACTURER'S PUBLISHED CC INSTRUCTIONS. ' 0 V b. PRODUCT NAME AND DESCRIPTION. I- 0 c. ADHESIVE EXPIRATION DATE FOR ADHESIVE ANCHORS. 0 1.- d. d. COMPLIANCE OF DRILL BIT WITH MANUFACTURER'S SPECIFICATIONS. e. ADHESIVE APPLICATION TECHNIQUE FOR ADHESIVE ANCHORS. f. CONCRETE TYPE, COMPRESSIVE STRENGTH, AND MEMBER THICKNESS. g. HOLE DIAMETER, DEPTH, LOCATION, AND EDGE DISTANCE. m 2 h. CLEANLINESS OF HOLE AND ANCHOR. D z CO i. ANCHOR DIAMETER, LENGTH, AND STEEL GRADE. O j. ANCHOR EMBEDMENT AND SPACING. k. REQUIRED TIGHTENING TORQUE FOR MECHANICAL ANCHORS. ISSUE BLOCK D. TESTING: PERFORM PULLOUT OR SHEAR TESTS TO DETERMINE ADEQUACY OF SUSPECTED MALFUNCTIONING ANCHORS WHEN DIRECTED TO DO SO BY THE OWNER'S CONSTRUCTION MANAGER UPON RECOMMENDATION BY THE CTL ANCHORAGE BILL OF MATERIALS USAGE I MATERIAL TYPE COUNT ANCHOR DEWALT SCREW BOLT+- 3/8" DIAMETER x 2 1I2" (PFM1411220) ! 16 NOTES: 1. ANCHOR BOLTS NOTED ABOVE ARE FURNISHED BY AND INSTALLED BY THE GENERAL CONTRACTOR (GC). RACK FIXTURE SCHEDULE FIXTURE FIXTURE FIXTURE MAX SHELF FRAME MARK DESCRIPTION HEIGHT FRAME MARK LOAD (LBS) COUNT OGP2 STORAGE RACK 90" FRAME 46-90 OGP 600 8 CHECKED BY: BF/CJJ DENOTES RACK FRAME LOCATIONS WITH MISSING DRAWN BY: HH OR DAMAGED ANCHOR BOLT(S)AT ONE OR BOTH BASEPLATES. REF PLAN FOR ANCHORAGE NOTES, PROTO CYCLE: 12/20/19 -FRAME POST WALL THICKNESS (INCHES, 075 = 0.075") DOCUMENT DATE: 01/28/20 (NSF= STEEL CHANNEL POST C3x3.5) RACK FIXTURE MARK (SHELF CONFIGURATION NEW RACK VARIES-BY OWNER) -'+ EXISTING RACK • B 44-120 075A ANCHOR BOLT(REF DETAILS) RELOCATED EXISTING RACK �� L FRAME POST TYPE, REF SCHEDULE (A = UA) EXISTING RACK WITH NEW FRAME HEIGHT SHELF CONFIGURATION VARIES EXISTING RACK AT-FXS1 - FRAMEWIDTH (IN INCHES) WITH NEW FRAMES EACH FRAME, TYP ("24/44" = DESK) (UNO) I TYP RACK FIXTURE SYMBOL RACK SYMBOL LEGEND ,� z Li., 1. Er a • 1 --: � j// PLAN VIEW ONLY THOSE RACK/SHELVING -• n / FIXTURES NOTED ON THIS PLAN •'.4' REQUIRE ANCHORAGE (UNO), - • a ANCHOR PER 2- FXS1 . � VARIES . . _ REF - • -, . <.4 - . TIGHTENING REQUIREMENTS: PLAN u . < ^04:11:jr.J o ! ,,•-,„ . ` _ _ _'4•.. "SNUG-TIGHT' -NO GAP .-.. �.�. � 6 \ - - �� IrS'BASE PLATE '- , "e ,.. -,iT o BETWEEN HEAD OF ANCHOR3,' - .•; - - ' BOLT AND BASE PLATE OR - - -' 1m1 _'-:!.�_- - .. ! -1 , 1 033PTAND FRAME BY 9116" DIA - - RACK SUPPLIER4 ANCHOR STRAP.• SHELVING III :O OGP2 ,[ OGP2 , GP2 ,1 OGP2 , I 111PEOti - t PLATE/STRAP THICKNESS , LAYOUT VARIES 1,- - __ T - I IIIIF- ° ,- 46-90 OGP �'-,_ hnom EMBEDMENT DEPTH i 1- 9 /320-' `vo '- ! ` A 1 I' + r` ho- MIN HOLE DEPTH � E ,+.. ' JTZ a La- LENGTH OF ANCHOR WE 1 314' 116" -; w w I EXPIRS: 6!30/2/ r Fc 2ra _ _ c (1)ANCHOR BOLT(S) PER BASEPLATE: 3/8" DIA j u) _ �+-46 90 OGP� co DEWALT SCREW BOLT+, REF 3-FXS1 NOTE: W - -- �- _- - - - �i . i II hnam = 2 112", ha=2 314", OGP" POST ONLY). ALL ANCHOR BOLTS SHALL BE DEWALT SCREW BOLT+. THE �� • - ( ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE BENT PLATE i� _ - - _. �I GP2� , p2 FIXTURE 0. STIFFENERS AT 1 -- I- - - iMANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS - - BASEPLATE: "OGP" POST EACH UPRIGHT co AND PER ICC ESR-3889 REPORT. (IN CASE OF CONFLICT, THE FRAME POST, TYP ANCHORAGE ``E ICC ESR-3889 GOVERNS). REF ANCHOR DETAILS FOR AT"US" POST cc NOTES: DIAMETER AND EMBEDMENT. o , PLAN 01. PROVIDE SIZE AND QUANTITY OF ANCHORS AS NOTED ABOVE AT EACH UPRIGHT FRAME POST. - HI cc DETAILS AND 2. WHEN BASE PLATE CONTAINS GREATER NUMBER OF BOLT HOLES THAN ANCHORS SPECIFIED: 0 a. ADDITIONAL HOLES IN BASE PLATE NEED NOT BE FILLED WITH ANCHOR BOLTS. NOTE: ELEVATION SIDE VIEW NOTES i b. AT (4) HOLE BASE PLATES: PLACE ANCHOR BOLT(S) IN HOLE(S) CLOSEST TO CENTERLINE IF CENTERLINE OF ANCHOR BOLTS FALLS WITHIN 1"OF OF RACK UPRIGHT POST. CONTROL JOINT, SHIFT FIXTURE 2" (MAX) PERPENDICULAR0) � erenc ��$� TO THE JOINT, OTHERWISE SUBMIT RFI TO THE ARCHITECT 1 2 a 3. PROVIDE WASHERS AS REQUIRED TO ESTABLISH REQUIRED EMBEDMENT DEPTH, "hnom". FOR ALTERNATE INSTALLATION BEFORE INSTALLING BOLTS. STORAGE AREA AND 4f ►�� ' C4 ai cr TYPICAL ANCHOR AT RACK FRAMES ANCHOR BOLT DETAIL SALES FLOOR RACK ELEVATIONS FIXTURE ANCHORAGE PLAN SHEET. o 1 1/2" = 1'-0" 12"= 1'-0" 3/16" = 1'-0" 1" = 10'-0" = N FXSI N Q U