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HomeMy WebLinkAbout7320 Gall Blvd (7)0 DRAWING INDEX _ C4 C1, XX yy�� XX 6u t=to X X X X mI 1a WCA Wn 111 ARCHITECTURAL G001 COVER SHEET A002 SCOPE OF WORK A100 LIFE SAFETY/FIXTURE PLAN A101 FLOOR PLAN AI02 REFLECTED CEILING PLAN A400 SCHEDULES AND DETAILS A401 DETAILS b tot) rt-tM t.1-Tin1�1 MAA.A STRUCTURAL 5100 STRUCTURAL KEY PLAN 5200 STRUCTURAL SECTIONS AND DETAILS ELECTRICAL E001 ELECTRICAL SPECIFICATIONS E002 ELECTRICAL LEGEND E101 ELECTRICAL LIGHTING PLAN E201 ELECTRICAL POWER PLAN E301 ELECTRICAL RISER DIAGRAM, NOTES ANNOTATION SYMBOLS '' DRAWING BLOCK TITLE C4m c $ to �e L Title Scale Number DRAWING LABEL N®. 0 Sheet - WALL SECTION LABEL • No. • Sheet -000 ELEVATION LABEL 0 0 • • • MECHANICAL M100 HVAC PLAN • M101 HVAC SCHEDULES, NOTES, DETAILS AND SPECS • UM51NG 0 SANITARY PLUMBING PLAN • I POTABLE WATER PLAN 4 SPECS • NOTES, SPECS, DETAILS AND SCHEDULES PLUMBING ISOMETRICS FIRE PROTECTION =P100 FIRE PROTECTION PLAN • APPI:5,1NED PRODUCTS L15T PRODUCT CATEGORY: SUB CATEGORY: DOOMS OVERHEAD COILING DOOR DOORS EXTERIOR DOOR STOREFRONT STOREFRONT DOOR SCOPE OF WORK 0 N®. A-0 Sheet Deta I Area Outline i DETAIL LABEL Designation GRID REFERENCE 0.0elevation From Fini5heo' Floor lop ELEVATION LEVEL A55REVIATIONS AFF ABOVE FIN15HED FLOOR CJ CONTROL JOINT CONC CONCRETE DBL DOUBLE DIA DIAMETER DIM DIMENSION DS DOWNSPOUT EWC ELECTRIC WATER COOLER EXT EXTERIOR FE FIRE: EXTINGUISHER FFE FINISH FLOOR ELEVATION FRP FIRE RATED PROTECTED FRT FIRE RETARDANT TREATED FOB FACE OF BLOCK GALV GALVANIZED GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GYP GYPSUM HC HANDICAP DATE DESCRIPTION 0-3/013/10 BID/PERMIT SET HM HOLLOW METAL HORIZ HORIZONTAL MIN MINIMUM MO MASONRY OPENING MTL METAL NFHB NON FREEZE HOSE BIB NIC NOT IN CONTRACT NT5 NOT TO SCALE OC ON CENTER PT PRE55URE TREATED RL ROOF LEADER PIPE UON UNLESS OTHERWISE NOTED PRINT RECORD Please be advised this review of pans submitted is a cursory review to assist fhe contractor in compliance with cades. This review Is not In en contractor's sole responsibility to ensure that the plans are i complete compliance with all applicable NFPA codes and local ordinances. In 1. event that turth=:r examination or the contractoes sole responsibility, bring those areas in compliance. The City assumes no responsibility fdr t e contractor's failure to be in compliance BY ZEPHYRHILLS MANUFACTURER: STATE OF FL APPROVAL : OVERHEAD DOOR CO. FL -142 RI GESCO FL 4553 STANLEY AURA -STORM FL 12543 5200 SERIES - 3 PANEL NOA 05-1003.23 03-0411.01 THE SCOPE OF WORK INCLUDES A TENANT BUILD OUT IN AN EXISTING SPRINKLERED BUILDING. THE PREMESIS UJILL BE DEMISED WITH ONE (1) HOUR - FIRE RATED DEMISING PARTITIONS. ALL FIRE RATED DEMISING PARTITIONS ARE INCLUDED IN THIS SCOPE OF WORK NO ADDITIONAL SQUARE FOOTAGE WILL BE ADDED To THE EXISTING SHOPPING CENTER. EXISTING RESTROOMS SHALL BE REMOVED AND NEW TO BE INSTALLED PER ADA. SAVE A LOT FOOD STORE INTERIOR VICINITY MAP PROJECT TEAM DEVELOPER: SAVE -A -LOT 645 152ND AVE. EAST TAMPA, FL 33108 ARCHITECT'S PROJECT MAN 7320 DAVID MOTLEY TEL 121-452-4536 FAX 121-346-3086 ARTISTIC SOLUTIONS HALO, INC. ASHLEIGH ADAMOSKY 6822 22ND AVE. NORTH TEL 813-495-01311 SUITE 335 ST. PETERSBURG, FL 33110 n STRUCTURAL D41NEER INTEGRAL ENGINEERING INC LUIS CORREA 16104 TOBACCO ROAD TEL 813-908-0402 LUTZ, FL 33558 FAX 121-394-2115 MECH941C4L 4 PLUM5INCa ENGINEER SEEDS ENGINEERING INC JOHN MAKER 21130 SANTA ANITA BLVD TEL L313-902-2515 WESLEY CHAPEL, FL 33544 FAX 813-902-2516 ELECTRICAL ENGINEER OTTO ENGINEERING MATT OTTO 9355 N. 56th ST SUITE 200 TEL 813-985-8555 TEMPLE TERRACE, FL 3361l FAX 513 - 985 - 4555 CODE SUMMAR;'�' ,41- 1=LICABLE 1" IANDATOiRY CODES: FLORIDA BUILDING CODE 2001 W/ 2009 AMENDMENTS FLORIDA FIRE PREVENTION CODE 2001 (INCL. NFPA 101 LIFE SAFETY CODE) FLORIDA MECHANICAL CODE 2001 W/ 2009 AMENDMENTS FLORIDA PLUMBING CODE 2001 W/ 2009 AMENDMENTS FLORIDA FUEL GAS CODE 2001 W/ 2009 AMENDMENTS NATIONAL ELECTRICAL CODE 2008 FLORIDA ENERGENCY EFFICIENCY CODE 2001 W/ 2009 AMENDMENTS FOR BUILDING CONSTRUCTION (CH. 13, FBC) 0 i I� �m III PROJECT LOCATION BUILDING 51TE PLAN TENANT CATEGORIZATION 4 PHYSICAL PROPERTIES FLORIDA BUILDING CODE 2001 NATIONAL FIRE PROTECTION ASSOCIATION TENANT OCCUPANCY CLASSIFICATION CHAPTER 3, SECTION 305 NFPA 101, 2001 - CHAPTER 6 UAJ MERCANTILE (M) 6JJ0.1 MERCANTILE FLORIDA BUILDING CODE 200T NATIONAL FIRE PROTECTION ASSOCIATION EXISTING SMELL CONSTRUCTION TYPE 6022 TABLE 503 TYPE 115 TYPE 115 SPRINKLERED SPRINKLERED EXISTING SPELL WIND SPEED DESIGN FLORIDA BUILDING CODE 2001 NATIONAL FIRE PROVIDED CRITERION PROTECTION ASSOCIATION CHAPTER 16, FIGURE 1609 'WIND SPEED CLASSIFICATION EXCEEDING 120 MPH 120 MPH WA 120MN FOR NEW QUALIFIES A PROJECT FOR WIND BORNE DEBRIS REGION - THIS PROJECT 16 IN 120 MPH ZONE OPENINGS TENANT SEPARATION FLORIDA BUILDING CODE 2001 NFPA 1012007 - LIFE SAFETY CODE PROVIDED TENANT SEPARATION TO BE EXISTMCs UNDER SEPARATE PERMIT (ONE CHAPTER 6JJ4.4 HOUR DEMISING WALL) TABLE 6114AI N/A EXITING REQUIREMENTS EXITING COMPONENT FLORIDA BUILDING CODE 2007 NFPA 1012001 - LIFE SAFETY CODE PROVIDED COMMON PATH OF TRAVEL TO AN EXIT 10143 - 15' 312.5.3.1 - 100' N/A MAXIMUM DEAD END CORRIDOR 10113 - 20' 31152 - 50' N/A MAXIMUM TRAVEL DISTANCE TO EXIT TABLE 1016.1 - 250' 312.61 - 250' 234' MINIMUM CORRIDOR WIDTH 10112 - 44" 134.1 - 36" N/A MINIMUM CLEAR OPNG OF EXIT DOORS 1008A - 32" 12.12A - 32" 34" MINIMUM NUMBER OF EXIT DOORS (EGRESS WIDTH/32) TABLE 1019J. - 2 453.1 - 2 2 OCCUPANCY LOAD 4 EGRESS WIDTH CALCULATIONS FLORIDA BUILDING CODE 2001 4 NFPA 101 2004 F13C 2001 - TABLE 1004.1.14 NFPA 101 - TABLE 13.12 OCCUPANT LOAD TABLE M.1 EGRESS WIDTH PROVIDED OCCUPANT USE AREA PER OCCUPANT (60 FT) REQUIRED EGRESS WIDTH PER PERSON SERVED AREA (so FT) PUBLIC 1304 1 MERCANTILE 30 436 143ro OCC. x 0Z"/OCC PROCESSING 4504 1 STORAGE 1 300 15 115 OCC. x 02VOCC - 3" TOTAL 11,588 TOTAL - 4511 TOTAL - 89" 104" PLU 151% FIXTURE CALCULATIONS FLORIDA BUILDING CODE 2001 PLUMBING FBC 2001 - TABLE 403.1 TOILETS REQUIRED TOILETS PROVIDED LAVITORIE5 REQUIRED LAVITORIE5 PROVIDED DRINKING FOUNTAINS REQUIRED DRINKING FOUNTAIN5 PROVIDED OGG. LOAD PUBLIC 421 1/500.1 1 Il150.1 I/1000=I PROCESSING IS 1/100=1 1/100=1 TOTAL 445 2 2 t 1 URINAL 1 2 4 1 1 HI -LOW I HI -LOW GENERAL NOTES THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSION, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. ALL DOOR AND OPENING LOCATIONS SHALL BE ON FLOOR PLAN. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, TILE, VINYL, WAINSCOT, ETC. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL NECESSARY APPROVALS AND INSPECTIONS AS REQUIRED BY LOCAL GOVERNING JURISDICTIONS. THE CONTRACTOR IS EXPECTED TO KEEP PREMISES CLEAN DURING CONSTRUCTION. TRASH WILL NOT BE ALLOWED TO ACCUMULATE IN THE SPACE DURING CONSTRUCTION. ALL DEBRIS SHALL BE REMOVED DAILY. FINAL CLEAN UP AND REPAIR IS PART OF THIS WORK REMOVE ALL DUST, DEBRIS, OILS, STAINS, FINGERPRINTS AND LABELS FROM ALL EXPOSED FINISHED SURFACES. SAFE WORKING AREA AND CONDITIONS SHALL BE MAINTAINED AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL WORK FIXTURES AND EQUIPMENT NECESSARY TO COMPLETE PROJECT AS PER PLANS. THE CONTRACTOR IS TO DELIVER PROJECT CLEAN AND READY FOR USE AS APPROVED BY OWNER THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES BEFORE COMMENCING WORK CARE SHALL BE TAKEN TO PROTECT ALL UTILITIES WHICH ARE To REMAIN. ALL REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE MOIRE ADVANTAGEOUS TO THE OWNER WITH RESPECT TO DELIVERY DATE, QUALITY, OR COST. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION 15 OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS AND SPECIFICATIONS UNLESS A VARIANCE IS APPROVED BY THE LANDLORD AND OR ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL TENANT SPACE, INCLUDING ALL FINISHES, MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AND FIRE PROTECTION SYSTEMS. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS AND SHALL CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER THE TENANT, AND THE ARCHITECT. THESE DRAWINGS ARE THE PROPERTY OF LYMAN DAVIDSON DOOLEY, INC. AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR PART. THESE DRAWINGS ARE TO BE USED FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT. ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) A 6822 22ND AVE. N.SHLEIGH ADAMOSKY SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB076@HOTMAIL.COM w Z a N rM Q N Z o 0 U U ` J w U a w z w U Z (� o Oa J J p J Q� � Z W Q = o aw aU) U)W N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD, ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE I DESCRIPTION 09-09-101 PERMIT DRAWINGS COVER SHEET ASH PROJECT #: 710-009 G001 09-09-10 OFWM SCOPE OF WORK s 8AV5A4=I =MORE 731f 01110w10111d ?aplOft R J*31,2M F �,�Tf, e Verily dimensions and column kxxetlons prior to alert of wank Notify to Sm A-Ldt Project Manager of any discrepancies. e Sarre XLot will pride Ardi6ect ral and Fnglnsming drawings necessary to dbtalin bulking permits. S&&A Lot will provide reproducible drawings arch Aub Cad disks of the Ndntedusl & Engineering drawings and to Fixture Layout • Provide an As -Buff set of drawings to the Pmied Manager at the completion of the project. e Provide barricades, enclosures and iomporm closures necessary to prated personnel, materials, equipment and to otherwise secure the Oft • In operating stores or canters, Include to fobwlrg: 1. Coordinate and sdodnie work so as to rninlnize disruption of daily operations. 2. Pmvlde dust Millions to protect equipment and adjeoeK nsrwork acre. 3. Use electric or pneumatic powered equipment for b erbr wok. Do not use equipment Viet produces exhaust fumes or tot would of erwin oadaminale food PRAIA 4. Schedule saw cutting and jadd er mer work for concrete and masonry to occur during oil -hours. 5. Provide daily dean -up In areas of construction. • Prmdd s fink doming of store at end of construction. Include Sakes Area, Office, Break Roan, Rest Roome, Back Room Arse, Coolers, and Freemrs. e Provide for m sftd flocri g to be domed and sealed prior to bin of refrigerated rise andlar afore pletorms. a Provide for reelent flx>otrg to be shipped, sealed, waxed, (4 coats), and bulled. Perform final buffing the night prior to opening. e Remove existing office and courtesy couter. • Remove peg bond from kderlor wale. a Remove adsthg delivery doors. e Remove 9*kg drywall pa re to accemmodele new design. • Remove existing buidoed walls and soffits at skies and rear of the Sales Area e Remove existing buldeed wefts and wfAls at the front wall and entrance area. e Remove existing quarry the flooring. e Remove aloft ceramic ikon lie. e Remove aloft ceramic cal tile. e Remove axdedi g rssiient floor the and adhesives. . Remove existing tiling tie In the Sales Aree. (Salvage ca ft Insulation for reuse, selvage calling Is for manse In the Bads Room.) a Remove exiting ceding tie and grid In the Sales Area. e Remove existing ceding tie In the Back Room. (Salvage selling Insulation for reuse.) a Remove existing oeing tie and grid In the Bark Room and under the mneamine. • Remove exis ig wall decor and attachments. s Remove exdstkg see guards and raing In the Sales Area and Badk Room • Remove extafng light btrres In the Sales Area and Beds Room. e Remove existing fight fixtures under the soffit at the from tithe Sales Area • Remove does for access to bash chutes and Incinerators. e Remove all debris tom the building and dispose of in accordance with state and local code or ordinances. CONCRETE e Repair all credo, fetes, and openings that would cause dlkxmty with Health Inspecdbns or In obtaining pemail. e Provide benching for Electrical, Refrigeration, Plumbing, and Condensate Drain Fields. Trending Includes sowtculfi g, excavating, backfihling, moisture banter and concrete work Dowel new floor slab to exlelkg Im stab with #4 repar Q W o c., staggered sack aide. e Provide one (1) each Tor x 7-T and one (1) each W x 5-0', for Refrigeration, Electrical & Plunbig Access. • Dowel and patch ilea slab at existing; g tremokes, Volker Duct, refrigetalon access pils and at other areas with damaged floor dall. Provide Unit Prices for such conditions that may be canosate l by existing floor covering at the time of bidding. e Provide Wife at new door openings. MASONRY e Close openings in masonry veil with matching masonry units. e ft*e masonry work and Intel for new door openings In masonrywale. METALS • ff not existing; provide supports and of shudurd modifications necessary to accommodate two (2) remote rod top aorWormo s. See the ReMpralbn Specification for condenser stm and weight a Provide roof supports and all st uderal modifications necessary to accommodate new moflop mounted WAC units. e Provide steel channel doarjambe or cter jamb prolsCtion at receivkg door. e Instal pipe raing in front of electrical paele to maintain minimum dear dlelencce required by kcal codes. Clear dislance dmW be no lees than 3. r. e Provide slehnlees steal column maps for columns on sates floor. Height to be V-V above finished floor. e Famish and Instal pressum 4mated 4' x C wall guard In the Belk Room am at gypsum board partitions and at cooler panels. e Provide an V high wainscot of Sr plywood on exposed gypsum board wells in the Bask Room area. e Provide 22 tear fed of 12' wide heavy-duty, vkryl or epoxy ocated wire shelving, with supports at 12' o.a., boated F-V A.F.F., on one sidowalk and one rear wall In the Office. e Provide two horizontal rows d surface mounted 1' x r trim for atadma t of the shelving and supports. Vorlfy height and location with Sm A Lot personnel prior to • Provide necessary blocs ft for shelving, tme4ock, billet accessories, etc. Coordinate with Sava,MA Project Manager. e Provide canopy extension over the Recelvhg Area to cover speed kilt e Sm A4.ot Las a National Pricing Agroo ent with K&Wh ComM, be, which *own favored palckg for Flberglese Rstdoreed Plsstc pmdng used on Sm,A4A Project Call Bob IObosne st KnnWa, 8g0A L0111111111 for spedik pricing. • Provide Kamp Glasbord adSurfeseal, FRP paneling and matching him on Rest Room wail. (Kerrmle 084 - Wory) • Provide Kerdte Gimabord WStmrtassal, FRP paneling aid matching trim on front wall, beneath the window sle. (Kw& 184 - Ivory) a Provide a 4!4r x F-T wainscot of Kw to Gliesbard wd Surfs", FRP poskhg and matching him on malls behind and Immediately medaiaiy adJecent to to Service Srnc e Provide Kemt&e Gasbod W Surfassal, FRP paneling and matdtrg him to V-W above flit fioor on well behind and ImmedM* adjaxnd to the Produce Sink (Kamb #84 - may) • Provide Kerrile Gleabord w/Sulasael, FRP poneling and skiing trim on walls behind 0s Dry Produce Bin, 9-7 high. (Kemfla #84 - Ivory) e Provide Kermi#e Glesbo►d w/Swfased, FRP paneling and matching trim on walls behind this Rol -In Bread Rods, V 4' high. (Kemtle #B4 - Ivory) e Provide closures at to ends of refrigerated cases to conceal the space between the beck of the case and the wall. Fabricate closures from Kiamb Glsabad W Sufeoeal, (Kwb 984 - Ivory), FRP laminated over plywood. e Visually Inspect to rod for damage or need of repair prior to beginning any work on to rod. Identify and photograph any exletng damage or problem areas. • PmovWe necessary outing and patclrg at all paehalas for pi mbi g, WAC and refrigeration units. In order to preserve the roofing warranty, to contrector tat Installed the roof should perform to work. Otherwise, have the wank pedomed by a licensed moiling contractor that is approved by both the roofing mmriacWmr and the Landlord. (Sae METALS) e Repel al damage caused by equpment Installation, removal or mbcmtion. e Remove debris from rod. e Refurbish the existing automatic doom. Doors areto be sensor acilveled with eeroor ealeties. Finl*W assemblyshould be equuWat b'Mmley SW= 3. • Furnish and Install a steel cannel freme for the Uni-Flex doors. Instal the Unl-Flex doom pmovlded by Sahre-A-Lot, quantity and location per do*. Installation requires 4 lag bolts for each huge, one hinge per door led. Rekdoroe jambs to adequately =M movement of to wall when operating the doom. The need for welRBupported doorjambs can not be ow-e VI astmd. Sea Dell "Pi • Provide two (2) 31-n r4r stool doors ana frames, one (1) each st the Office and Brad Room. Door hardware Is to Indumde dams (mounted on interior side of door), stops, and lever type passage sets. Odice door isb be steff4ocWng and keyed through the knob. e Provide two (2) 3!-n r-T steel doors and fronhee: one (1) each at to Menlo and Warren's Rest Roans. Door hercleare Is to Include closers (mounted on interior side of door), stops, and lever type privary WntL Hardware mmat comply vO kcal code end ADA mquirem & a ProvIde adMmW emargenq oft as required. Provide 745x r-V Insulated steal door with 'Deter hardware (Modal #V40x MA x RINE). Door and he dwo m to mni*wdh local codes. Provide final slachical 01DIT11111diOn for OdIK hadwars. e Provide ToW hardware (Model 8 MbcALA WE) on existing emergencyw hsProvide final electrical connedbn for Data hadww& e Provide new wether- 4#1 on existing exterior doom to enhance vemtn control. • Rekrft existing overhead receNkg dose. GLASS AND GLAialG e Pm*e a 3r x 36' one-wey miporad gless located In new Offloe. Bolan of gloss to be 44" above Misted In. Locate per Fixture Layout or as directed by SevoArLd personnel. • Provide one (1) minor for each levatorykn each Rest Room. DRYWALL . Corshuct a now demising wall with sour Insulation as indicated on the Fidum Layout tom loon to rod dads and behom to front and near wail of the building. Wall construction Is to comply with kcal codes ardor Fire District for space separation. e Modify the existing wait between the Use Area and the Bede Roan to or n odele new and rsin cal ed openings. Run the wall over the by of any coder that may e terhd Mo the Sales Area and extend to the bottom of the roof deck Laminate watarprod gypsum wallboard ova the surface of KW ocder that extends Into the Salem Area and rake flush with the wall above. s Construct a new Office and Break Roan. Construction to be of 3 518" metal studs at 16' coders covered each side with 518', type X gypsum wallboard. Pr odds sound Insulation within the walls. Office and Break Roan well are to mud to the Salem Area ceiling. e Provide lase wall constructed of 3 518' metal studs at I r o a. covered on both sides with 518', type X gypsum wallboard. Locate per Fixture Layout. e All perimeter walls In the Sales Area are to have drywall surfocm suitable for panning. Path orreplace exdstbg drywall as required. ACOUSTICAL • Says A4.ot lam a Strsteglc Account Agreement with Arnatrocg World iidka6(ms, him, which seaaes favored pricing for acoustical calling materials used on Saw,A-L.ot ProJmet Call Pfrylas Miller, Customer Service Rmpmeenttive, M 4424212, FamknlK 8002113.55111111 for prkig kdormeton and to (slam amisre e Calling panels shall be Anntrong #1729 Fine Floured 240 x Ar x W Class A with Hudguard Plc pafonnis Product stall haw UL Classified NRC of.55. Nosubd&Ab►aaIn- I e Suspension Syaimrnm shall be Mwtrong Pink& 15M1" Hot -lipped galvanised, mb ry:tlIrir g Ps"M type natrlel No se6edludons allowed. e Provide a break In the existing selling and perform subsequent repairs to accommodate new demimkg wall, back -room wall, W. (re: adilecad tenant space) • Provde a new acoustical oelkg In the Sales Area,17 above flnlshmd On. Provide O' Iberglams bat Insulation above coding tAes, e Provide a rev acowlcai celkg In the Office and Break Rcom, 10'above flnimhed floor. Rome B' fiberglass bit Insulation above ceiling In e Deliver four (4) additional cartons of ceiling Me In to Store Manager at the completion of the project for Attic Stoic FLOORING e Sevei46LA has a Shatogic Account Agreement with Anwatrong World h►dwtrim fnr, which secues favored pricing for flooring msbrials used on Sov",Lot Pr*ft Contact your local Arm" Distributor and requed Save AUIrDeals rational pricing. Call Jeff Gobbet, Account Manager, 800.3t8A30'1 aid 893, N you have questions. e Repair existing floor such that defects do not lelo"h through the new floor covering. Use Armstrong, Portland oemerd based pelching materiel (4,%O-p.s.l. minimum). Use the Arambrig product which Is appropriate for Vile application such as, 8.183 Fast Seftng Cement Based Undedolimerh0 S-184 Fast Soft Cement Based Patch & Skim Cook or S-194 Patch, Underlaymad and Embossing Leveler ether with or without the S-195 Undedayrmment AddMw as deemed necessary. Do not use gypsu rDbesed material for floor patch. e Provide new rodent floor file In Sala Area, Office and Break Room. RedWd de to be vkryl compcetion 1B' x 12" x lT Armstrong Imperial Texkre 862507 Fes8ve Ivory. Use Vie Anmalrong adhesives appropriate for this application such as S-515 or 8-750 adhealve. Use S-230 adhesive for wet areas. Provide Annalr ng #76, 4' Figh, ll8' Gauge, Deep Brown v" cove base in d filed sass. UseArm hM S-725 adhmM for color h opid d wet base. • Deliver four (4) additional karlons of floor file, in the some nn ae to field its, to the Store Manager at the completion of the project forAtic Sock. • Extend floor to 4' Into Balk Room at dov*q& Provide 1l8' diamond plate transition dxultng to lie edge and AM with the So surface. Fasten lrwoft plate with Y: drive pia. • Provide a standard, smooth surfaced, 8' x 6' x W Red Quarry Tie Floor and Base with Epoxy Grokd in the Meat Prep Room and Meet Cooler. Groutjm* we to be Y.' wide and the gout Is to be list with this finished Ioor. Provide diamond plate transition between quarry, tie and concrete at doorways. Install the transition over mocHbrink grout and faelen securely to the floor. The transition should finish slightly above the surface of the query I& e Provide clearconcrete sealer on Back Room ikon, Astdord Formula or equal. Remove surface Imperiedlons and power-ves h the floor prior to applying the sealer. e Provide dear epoxy sealer In to Daly Cooler, Produce Cooler and at Vie Produce Area. PAINTING e SavaAa of has a Ned Agreement with to SisraMfWMPssa PaW Compow and Borganin Mbom PW&% which secures favored pricing for nmaterials used on Sm-A" R*cle. All product specONd-In both color and rwne- sm of mimufardue I ors tie &UrwkrWMkws Paint Cornparuy and Beau Moore Pain. For any concerns or questions regadng Uose specifications, plan contact Slmn*gMfm AroMbftd Account Baartlw Brun Benson at l 31134 8472 or b its I ► Moore National Accent Departmental; I-W426.68'i1(Sav9A4A Is National Account NA- 080.) • This Section Includes painting and finishing of exposed Interior walls, callings and selected interior Items and surfaces and exleria loch up. Prime and *& coats specified In this Section are In addition to shop prinng and surface treatments provided by other trades prior b painting. All surface prepemb mot be doe In accordance with the menullackrer's product data Itendue and label isbu tics. All surfaces should be clean, dry and free of any dirt or adddorl foreign cadtmirans. For all repaint and remodel, the prime coats noted below may be deleted uteri coatig a bee a d=. Follow st manufacturers' recommended surface preparation. Gypsum Drywall (Sala Area, Back Room Ares, Oft Break Room, Interior Columns, Rashocros and Restroom Colinse when drywall: Two finish coals over an existing finish or primer. Note Badk roan area wale to be painted to a minimum of 14' above ti*W floor. Primer. Shor w►- Soms ProGmen 200 Interior Lollar Pdmer, B28W800 (applied C 4 mile wet I b mils dry), or Berfamin Moore -NO PRIMER REQUIRED lot & 2nd cats: 59mw*t WIWase ProGme n 2DO Interior Latex Eg-Biel, B20V1 I Series (applied Q 4 mile wet 1.7 mile dry), or Berfornin Moore - Aum Eggshell, product 524 (applied a 3.8 mils wet 1.8 mile dry) Color. Sherwin Mfams SW 6140 Wool Skein, or Berillmb Noon 00.11 DRY Beige, Knee wall and bommill film: One flash oat over an exhdhg finish or primer. Primer. Sherwin-N &ma PmpFbb Bonding Primer, 851W50 (applied Q 4 mil wet I A mile dry) or Benjamin Moore - NO PRIMER REQUIRED 1st & 2nd coat: Sherwin-IlMsom ProGmm 200 Interior Latex EgShal, WWI Series (appied @ 4 rtril wet I J mil dry), or Beir"ln Moore - Auer Eggefel, product 04 (applied @ 3A mil wet 1.8 mile dry) Color. Staab Whams SW 6148 WoolSkein), or Berp(a Rk Noes 0411 CleyBdp Doors and franas for to Olhm, Bra* Room, Rest Rooms, Coiling Owdrad Doors, Bit and UnI+1= doom: Two finish cost over an existing Mleh or a Pdrrw. Shenwi►-Millon Pm Cryl Univereai Metal Pdmer, B66 Series (min. application @ 5.0 mile wet 2.0 mils dry), or Bmjamnin Moore -NO PRIMER REQUIRED -Just Ighly W. lst& 2nd coats: Owwk4WNaw Prot2assic XP Interior Alkyd SemiGlces Enamel B34W551 Series (applied Q 4.0 mile wet 3.7 mil dry), or Beajanln Moore -Aum Sakti, product 526 (applied @ 3.8 mils wet 1.5 mile dry) Color. Sherwin Whims SW W81 Dave Hans, w Barg Moon 1028 S wit Brans Ceiling Grid, Light Fb&m and Dlffuswm In Sales Area: One flrhleth cot over exlsthg finish or pmirw. Primer. &Wwb*Mm Prolift ProBlock Interior Latex Pri earSealer, B28W200 (applied @ 4 mil wet 1 A mile dry). For slatted or glossy areas only, or Benjamin Now - Fresh Stet Acrylic Primer, pm duct 023 (applied @ 3.8 mb wet 1.1 mil dry.) For stained or glossy areas only. let cast Shw**AtWamt PmGmen 200 Interior Latex sem4oss, B31WOM Series (appled a 4 mil wet 1 A mills dry). Bm*in Moore - Super Spec Semi -Gloss, product 276 (applied @ 3.8 mulls wet 12 mile dry) Color. Sherwin WWfune SW 7008 Extra Mb, or Bertiami►Moae Oil IMaTe Calling Deck In Saba Floor & Vestibule (Now Caatruction): One flnIs h coat evenly sprayed over sideft finish or primer. Apply per rewiffl rrdetlons In specifica9on. Primer. Shorwis WMbms ProCryl Universal Metal Primer, BOB Series (min. application Q 5.0 mils wet 2.0 mil dry), or Benjrmin More -Acrylic Metal Primer, product M04 (applied @ 19 - &9 mile wet 1.5 - 2.5 mil dry.) 1stCurt Sherwin Wlpmm Waterbome Acrylic Dryfal B421*42 (Wu kern application @ 7 mil wet, 3.0 mil dry), or Ber fornin Moore - Sweep Up Latex Fist, product M53 (applied @ 3.8 - 62 mil wet 1.5 to 2.5 mil dry.) BdstlngMsw FoIFFaced Duct Bond and Flat Duct One khIsh coat over exdsmg khlehh or primer. Primer: Shmork YMkw Pro-Cryl Unvereai Metal Primer, B66 Sala (ruin. application @ 5.0 mil wet 2.0 mil dry), or Benpmin Mom -Acrylic Metal Primer, product M04 (applied @ 2.9 - &9 mils wet 1.5 - 2.5 mil dry.) 1st Coat Shorwi► Wllmas Waterborne Acri Dryfall B42W42 (Minimum application h@ 7 mil wet, 3.0 mis dry), or Benjamin Moon - Sweep Up Latex Flat, product M53 (applied @ 3A - 62 ink wet 1.5 to 25 mil dry.) kdwW Plywood Surfaces: Two knish owls over existing finish or primer. Primer: ShsrwiAMaine PmGmen 200 Interior Latex Primer, B28W800 (applied @ 4 Mile wet,1.5 mil dry), or Berg Mbore-NO PRIMER REQUIRED lst& 2M Coats: Sierayn- W mm PmGmen 200 Interior Latex R-Sh 1, WWI Series (appild 4.0 mils wK 1 A mil dry], or Bero* Moore -Aura Eggstel, product 524 (applied @ 32 mils wet 1.8 mil dry) Color. Siawir mb" SW 6148 Wool swim w Beuiffeeb Moon OC-11 Cloy Bdp Interior Masonry Surfaces: Two finish casts over existing finish or primer, Pdmer: Siereyr►-Nv Eam PmGreen 200 Inteda Latex Primer, B28W800 (soled @ 4 Mile wet 1.5 mil dry), or Bemitank Now - NO PRIMER REQUIRED lst& 2W Coale: ShormNYINamis PmGmen 200 Interior Latex EgShel, B20W851 Series (applied 4.0 mil wet iA mil dry), or Berliani►Mcom - Aura Egg", product 524 (soled @ 3.8 mils wet 1.8 mil dry) Color. Sharwbn 1111am SW 6148 Wool Skei, w Baffin Moore OC-11 clay Beige • Paint calling dilfueem to match to calling. e Touch-up exterior pent at new and dosed openings censIstent with axgeoad surfaces. EXiERIOR COATING SYSTEMS E*dor Masonry: CMU, Cinder Block, Brick. Two fiish coat over existing flrish or primer. Primer. gbwwb4MNam Lamm Block Surfacer, A20200 (applied Q 16 mil wet 8 mil try) BernJtmin Moore Latex Block Filler, product M88 (soled C 15.8 - 21 mil wet; 6.0 - 8.0 mils dry.) 1st & 2nd Coats: Siawhr4Nft aA-100 Bditr Latx SO, A82 Series (tom @ 4 mil wet 1.3 mil thy), w Bain Um SuuperSpec Low Lustre Miss Pala, productN185 (appled @ &3 - 4.5 mil wet 1.1-15 mil dry.) Cola: To Be Del rmi ed Bdalw Metal Slam: Primed, Pme•Pai led two Irish coast aver existing flnleh or primer. Allays dock for campolblly of previous pointed surface with new coatkg by applying a test patch of 2-3 aquae feet. Allow to dry at least 1 week before doing an adhesion lest. let & 2nd Coats: Shw wb4i= ne Bond-Plex Water Based Acrylic coaling, B71-200 Series (applied @ 4.8 mil wet 2 mils dry), or Berf lamdo Moon - D.T.M. Atxyk Semi -Gloss, product M29 (applied @ 3.8. 6.2 mil wet 1.5 - 2.5 mil dry.) Color. To Be Determined Bdafor Shod Mstal: Kyler, Pre4'alnled two MIsh coals over existing Mleh or primer. 1sl & 2nd Coals: Shenht4WRa►hs Bond-Plexx Water Based Aayic Coating, B71-200 Sales (applied @ 4.8 mill wet 2 mil dry) C001:To Be Determined Bdorlor Wood: Puttied, Raw, and Preukx* Paided - Two finish coals over existing ftieh or primer. Primer: Nwwb*Umm A-100 Exterior Latex Wood Primer, NMI (applied @ 4 mil wet; 2.3 mile dry), or Beriffivnln Moore Fresh Sled Acrylic Prhner, product 023 (appled @ 3.8 mile wet 1.1 mil dry.) lst & 2nd Coats: Shswi►-NvlW m A-lM Exterior Latex Satin, A82 Series (appled @ 4 mils wet 1.3 mil dry), or Bw$whi Moore Super Spec Low Lustre Howe Paint, product N185 (applied @ 3.3 - 4.5 mil wet 1.1-1.5 mil dry.) Color. To Be Determined • Paint extembr elavelbn to match Approved Rendering. e Point red accent shpe SW'Sd* Red" per approved Rendering. MISCELLANEOUS e Install apprmdmately 30 McCue cage guards furnished by SaveMLot See Dotal. • Install eppmadmalety B feet of searlty call and gets fumiahed by Sev&A,Lot as storm on Fbcdmre Layout Post i stalletion is similar to Detail. e Provide fire extinguishers to comply with local codes. s Provide signs for Rest Rooms in accordance with ADA requirements. e Provide necessary vented closures where cooler boxes abut wale or a0wit cooler boxes. • Provide blot accessories as required. • Provide one (1) Excel Drys Hand Dryer (model Aerstor #XL--M for two washbosina to each Reset Roan. Provide final electrical connection for Hand Dryers. • Provide a mop rack at the mop sink. • Set and Anchor Checkout Counters funsted by Ss*,A Lot per the FIA um Layout See Delaf. e petal Checkout: Counter acoessorla Verily with SovisA-Lot Pro od Meager. e Assemble teggkg tables or carousels finished by Sw%AaLoL e Anchor spotmerclendleas. e Provide (1) rdiameter x V log PVC pipe for baler wire. Mount on wall weer beler. Verify it with Sm A -Lot Project Manager. . Instal cat corrals fumished bySove-A4ot e Provide F stainless steel or aluminum comer guards on drywall suhm in the Sales Area. s Furbish existing mop sink area wags and floors as required. FIRE PROTECTION • Inspect exiling fire sprinkler system for complance with local codes. Itemize any work and associated costs required bringing to system Into compliance. • Adjust existing q*kler heeds as mWW for revised ceiing heights aid palft 'n r A , • Provide sprinkler leads In ieazers and motor boxes as required by code. Provide dry pipe or glycol fled system In to I mazer and meat choler. s Ssve-A-I.ot has a National Agreement t with Pass Security, which secures favored pricing for Installation & ponbnhg of fire & intrusion alarm sydems. Al alarm systems submil ed or proposed must be approved by the Save4Ld Projed Manager & Pees Secudly. For any concerts or questions regarding these spedlmbA plseee aomhtct Tory R slebamg, Pass Sam* 141 Market Place Drive, Suits 104, Fahview Heighle, IL B2208 (314) 241.M ext 155 or (618) 708.0097. PLUMBING • Provide am (1) 3 Schedule 30 PVC pipe and one (1) 8' Schedule 30 PVC pipe for electrical wiring and me6igeration piping between miilgeretlon access pits. Refrigeration access pits and necessary benching are Included In to Concrete Section. Include costa for 50 Ikoarfeet. • Provide floor drains near the Dany Cooler, Meat Cooler and Produce Area and within the Meat Prep Room. • Provide a floor sink with shaker In the Meat Prep Roan. e Provide a domestic water the with shut-off valve to the Fresh Produce Case. • Provide one (1) ADA compliant stainless dad electric water cooler. Locate per the Fixture Layout drawing or as deeded by Sam A4.at personnel. e Provide a new W-galon comm=W water haler, gas feed 9 practical. • Refurbish ding mop sinkiaicet and am proper drainage connections. • Instal hand sins and Roy strike finished by Save A Lot In the Most Prep and Produce Area • Provide a lase bibb on the hot water ko In the Meat Prep Area for wedHIown. e If not present and required by local code, pmvkle a grease Interceptor or iyosee reocvery unit. • l not preseK and required by local code, provide a beckalow prove rater on the domestic water service. • Reconfigure existing Rest Romis to comply with ADA requirements. Provide a suldent comber of Ibdums to canpy with local codes. e Block and abendon4n ice, all unnecessary drains within the leased premises. Comply with local codes. • Clean all remaining drain Ines to assure proper operetion. HVAC e ksped wMV WAC systm to debmi lneopnbg wridrdm and WenbTy potnill ope vkml problems. Itemize any work and associated costs required, In order to make the sysbemn operational. • Provide salbeck type thermostats that will calk for heat or cooing as required to maintain tomperakre wittra a given rage. Locate the controls In do Otte, and the sersore withhh tell respective zones. • Modify existing ductwork as requirad to acoommodeie nevlebns to o*g height and partition bxelone e Provide a separate WAC system for the Office and Break Room with doled supply and return for each roan. • Provide HVAC supply and exhaust faros In Reset Rooms. Vent exhaust lane to the exterior. Balance ayelern to maintain negdn pressure In Real Rooms. • Cut and cep adsting ductwork at new demIskg wall. e Provide am (1) 8' long 'Mars' Electric Air Curtain at the delivery doe. Include final electrical connection with actuation which when door opens. • Provide two (2) 4' kmg'Mars' Elechk Air Curtain at to Entry door. Include final electrical connection with actuation swlldh when door opera. • Under Separate Contrail • Re4Jse adsting dnxsiry to to extent possible. Provide new dnxihy, as required. e Remove exposed conduit or wke from within to Sales Area • Disable and abandon (rrpleoe) arising electrical dmculls that see no lager necessary due to redesign. Reprove aloandicned dram breakers from electrical peels. Remove abandoned conduit and wiring beck to the nearest junction box; Do Not lens dbandoned conduit and wire dangling. • Provide a 400-amp parhel for refrigeration equipment. Provide control wiling and flnnal connections to all refrigeration equiprrio t huiudlmq but not limited to the foibwIN: 1. Fan mien. 2. Case lights. 3. Antiesmreal healems. 4. Tomperahureaersors. 5. Doses hestre 6. Evaponaler coil In wak4 n bones. 7. Electric defrost and defrost conhole. 8 Pat condenses and aonhols. • Provide ighHng cohntdors for Sales Area and Back Roan ighfFg. Locate to switches In to OIBoe on the afdevid ad*ennt to to door, F-V above flnWW floor. e Provide m ll-chamel power pose at dock stands for paver aid communication wiring from the Office. Control diedpower fkom within to Break Room. Provide whit for two (2) additional deck stands; col wins and sears above the selling for future use. e Provide a junction box at each deck stand with two (2) droulle, one (1) for conveyor power and one (1) with an Isolated ground for elechonc equipment. e RaYW 1' diameter amply condut with outlet bans and cover plates in the Office for CCTVwkIng by others. Conduit Is to run concealed In the Office wall and adt the wall within the accessible ceiling space above the Office. • Provide two (2) empty conduits for security wire at the safe. Conceal to 000duut in the Office well and stub -out above the Office ceiling. e Provide one (1) duplex receptacle located N-0' above finished floor on the ndewall of the Office for CCTV equipment. e Provide one (1) duplex naptade boded 16" above finished floor m each wall rile Break Room. • Provide one (1) gwdrupiex reoeptde heated 18' above finished floor on each wal of the oll e. • Provide ore (1) duplex floor on the stdew®I with staking forMusic and Intercom systems. e Provide two (2) duplex outlets with Isolated ground 16' above ftNated lbor within the screen well for the Safe & CDh Dishpenser. e Provide an outlet ea' above finished goo In the Sales Area ad*e t to the Dry Produce Area a PruMe one duplex outlet on the Sales Area side of the O81ce wall, located below. the Oflke window. e Provide one (1)120 Volt, 30 Amp circuit and power pole for sect Refrigerated Spot Merden leer. (Verily the location with the Save -A Lot Project Manager prior to construction.) e Provide dm& for new automatic entrance and ail doom. If net existing. • Provide two (2)120 Vdt, 20 Amp dmut and outlet within the Sales Area for the Ice Memchandleer (One (1) at the end of the Ice Cream case and one (1) at an alternate location on the bakery walq. Verily the localons with the Sove-Ar of Project Manager prior to Installation. Verify dreut cap* requirements with this vendor prior to Installation. • Provide one (1) G.F.I. convenience outlet In each Rest Room. • Provide (1)120 vol, 20 Amp circuit with weathenprod, G.F.I. outlets at each renot condenser. • Provide one (1)120 Volt, M Amp drodt and two (2) outlet In the Meat Prep Roan for cubing semi mapping e Provide one (1)120 Voit, 20 Amp dmc It with Isolated ground and one (1) outlet Is the Meat Prep Room for electron; equipment e Provide one (1)120 Vol, 20 Amp drkxit and one (1) outlet in the Produce Prep Area forwmppirg equipment. • Pm dde are (l) IM Vol, 20 Amp dm W and oNat far % NM Jadk Batay f2atger. e Provide one (1) moisture reslstnt outlet near to evaporator knits In the Freezerand Meat Cooler for cordensete ka heat trace. • Sovs•Aa of has a Pundm Agneanaenf, with VWa I Wit & Osman Wvank which searea favored prkhg for fighting txtmes and trips used on Saws .Lot Prollerds. Call Dan apt, with Mlle Ilgh ft at (314) 633.0471 or Pq 32MM or Lon Segal, with Owen "ale, at (513) 281-M for pricing Infonnatoh. Ughtng fbdures tat are common to most Ssws,A-I.ot appli p de can be selected from the following Standard Bill of Mabrial • Place all existing exterior and Interior iph6ng that rernalne, In ftA operational condition. e Prwkle new V king, tandem fora (4) like, *04yps fluorescent Iighfing fixhres and F32T81XIJSPX35 Lampe in the Sales Area. Install fixtures ures at Ir on center, perpendicular to the aWaB In the Sales Area Locate fixtures so that the ends of the fixtures are 12' b 24' from the sddnrel. Review to proposed lighting leyad with Save AW personnel prior to IMWIdon. • Provide new 8' long, tandem far- (4) tube, sbip-type fluorescent lighting fixtures and F32TBMJSPX35 lamps in the Bads Room and Prep Areas. Install Mures at 12 on center In the Back Room and Prep Areas. Review the proposed fighting tryout with SeveArLot personnel prior to installation. • Provide 2k C, ley 4n type, fluoresont lighting Miss In the Office and Break Roan. Conbd lighting with a swikdh mounted on the Inside wall at the door. . Provide new light fidures In the existing Rest Rooms. e Provide emergency Ighing and emergency exit lights as required by local codes. • PmvWe vapor proof fluorescent ship fighting fodures with low -temp lea Ws; two. (2) each In the Meet Prep Room and Meat Cooler. These flxhres are to be controlled by swlMn at the entrance doors of the respective coolers. • hold incandescent lighting Potrmas, Furnished by Others, In the Freemr, Produce Cooler and Dairy Cooler Boxes. Control fighting wlVi a pilot fight type Oft mounted on the exterior wall of the boot now to enhance door. • Provide fluorescent ship fixtures with low-lemp ballasts at aaflk of the exterior canopy. • Provide exterior lighting at the Receiving Area. Fbtrre to be 175 Mercury Vapor Wall Pack with Anodized Finish and phaobcel control. • Prervkle a 120-volt Nbralione' doorbell masted In the Bad Room at the delivery door. Include a weatherproof doorbell butan mounted B' above grade at the delivery door. Provide Conduit, Power Pole, Junction Box, Wiring, Circuit and Final Electrical Connection for the Following Owner fumished oquorm* • One (1)120 Voif, 30 Arnp circuit for pylon mounded signs. Provide line dock control and J-Bax In dose proximity to the sign. • Three (3)120 Vol, 30 Amp dreub for building mounted signs. Provide time dock control and Jim In does prcxdmity to the sign, • One (1) 2OV230 Vol, 60 Amp, 3 Phase dmut for the Cardboard Baler. • One (1) 208r230 Vol, 60 Amp, 3 Phase circuit with a nw4nsed, pull type, krcai disconnect tic tie Unl4JIL e One (1)12D Vo t, 20 Amp ekwt ter Data Hardware. • One (1)12D Voll, 20 Amp circuit for each Rest Room Hand Dryer. a Two (2) duplex recolo edes for the Customer Awareness Mon ors above fire calling, rear the font entrance and above the Fresh Meat Cases. Verify location with SeveA4A personnel prior to Irstaletona. Standard Bill of Material 912103 A Daybrite, TT232-120-1/4EB/P1 18 Tandem 8' 4 lamp strip with Lithonia or quick connectors & Sylvania HE QH E ballast Williams Al Daybrite, T232-120-112-EB/P114 4' T8 2 lamp strip with quick Lithonia or connectors & Sylvania QHE H E ballast Williams Hangers Daybrite CTBH-1 T-bar hangers 1 SET PER FIXTURE chain Daybrite FKR126 Chain hangers if needed hangers Misc. T8TUBEG D Tube Guards B Daybrite, TDWAE232-120-1/2EB-LT 8' T8 4 lamp covered strip w/ 0 Lithonia or degree ballast HE Williams B1 Daybrite, DWAE232-120-1 /2EB-LT 4' T8 2 lamp covered strip w/ 0 Lithonia or degree ballast HE Wlliams C Daybrite, 2TG432-21-120 1/4EB 2X4 4 lamp lay in fixture Lithonia or HE Williams C1 Daybrite, 2TG232-21-120 1/4EB 2X4 2 lamp lay in fixture Lithonia or HE Williams D Daybrite, OWVV432-120-1/4EB 4 lamp Wrap Around Lithonia or HE Williams D1 Daybrite, OWN232-120-1/2EB 2 lamp Wrap Around Lithonia or HE Williams Daybrite D1 K142-120 Dock Light Capri CM8-ML 100-V82WBF 8" 100 watt metal halide lensed downlight Daybrite WL1100MMT 100 watt metal halide \nrall pack X Royal. RXLI ORW'-E Universal mount LEDexit. (not Pacific vandal proof) x1- Royal REL'1W-E 5.6 watts 2 head emergency alternate Pacific fixture ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHBO76@HOTMAIL.COM III z w U Z � o �a J J o LL Jo = LUQ=� a0 W� N a U.1 z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-08-10 PERMIT DRAWINGS SPECIFICATIONS ASH PROJECT #: 710-009 A002 09-09-10 s,. Design No. U419 Non Bearing i Wait Ratings-1, 2, 3 or 4 Hi (See Items 3 & 4) 1 2 3 Irpr- Nnrnbecf irzYc'rs ��` and Hourly li'aUngs - �" ---- t-- ------------- ---- -------- ------------- ----------- - ? Tt 1. :Floor and leiling Runner& {trot:shown)--Channet shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in, long legs, attached to. floor avd ceiling with Fasteners 24 in. OC max, 2. Steel Studs —Channel shaped, fabricated fra{n min Z5,M' corrosion - protected steed, min width as indicated under Item 4 min 1-1/4 in: flanges and 1,/ in, return spaced a max of 24 in OC. Studs to be cut 3/8 to 3/4 in. tress than assembty height 3, Batts add BlaEnkats* -(Required as indicated under Ilern 4)—Minetat- wool hafts, fraction fitted between studs and runners, Min nom thickness as indicated under Item 4 Se_ Batts and Stankets (SKNV or Bzlz) tategarias for names of Cla sifted'companies, 3A, ,alto and Blankets*—(Optrona€)Placed In stud cavities, any gtass- ,iber or mineral wool insulation bearin the tit, Classtficat;on Nar 'Ag,as to Surface Burning Characteristics andor Fire Resistance, See Batts and Blankets (BKNV or Buz) Categories for names of Classified companies. 4. Wallboard, Gypsum£ -Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent tayers (multikayet systems) staggered one stud cavity, Horizontal edge joints and horizaoifal butt joints on opposite sides of studs staggered a min of 12 in. Horizontal edge joints and horizonut butt rits in adjacent Layers (multikayer systems) staggered a min of°i2 — — — in, The trickness and number of layers for the 1 hr, z t 3 hr and 4 hr ratiMgS are as f6nows; Wallboard Protection on Each Side of Wail NO. Of t dyers Nth lhidcaess: -win stud And': Thicknass of Insulation Rating Depth Of Panels (Mm 3■) 1 3-1/@ 1 loge, 5j8 in thick optional 1 2-i/2 1 layer, t f8 in thick 1 1/2 in; 2 1-5 is 2layers 1f2 rn thick optonal 2 1-5/8 2 tayerst 5/33 in. thick optional 2 3-1/2, 1 [dyer;, 3/4 in. thick, 3 in. OFE 3. 1-5/3 3 Layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick optional 4 1-5/s 4layers 112 in, thick Optional 4 2-1/2 P. Layers, 3/4 in. thick 2 in, Canadian Gypsum co<-1/I2 in. thick Tyype C, WRC orTP-X2; 5/8 in, thick Type SU, SRX, WRx TP-X1, AR, t:, WRC or IP-xz; 3/4 in. thick ULiRACODE or Type IP43 United States Gypsum Co.-1/2 in, thick Type C, WAC or IP-n; 5/Bin. thick Type SCX, 5HX, WRX, IP-X1, AR, £, WRC or IF-Xz; 3/4 in, `hick ULTRACODE or Type TP X3 Yeso Panamericano SA del in. Wick Type C. WRC or IP-X2; 5/8,in, thick Type SCX. SHX Wilk iP41, AR, C, WRL 4r IP-X2, 3/4 in, thick UI.TRAC}OE or Type 1P43, 5. Fasteners- (Not shown) --Type 5 or 542 self -drilling, self -lapping steel screws used to attach panels to studs (Item 2) or furring channets (Rein PRODUCE 6), Single layer systems; 1 in. long for 1/2 and 5/8 in. thick panel,$ or 1/j m. long far 3/4 iri. thick panels, spaced8 in, oC when panels am COOLER applied hoxizontally, or 1z in. OC when panels are applied vertically, Two layer systems, Fist lager- 1 in, long for 1J2 and 5/8 in, thick panels or 1-1{i in, lung for 3/4 in thick panels, spaced 16 En. OC,;Second layer- 1 2 X16 3-1 in. long fnt 112 in thick panels ar Z- 4 in. tang for 3/4 in, thick panels, spoiled 18 NNN ih- OE with scretvs o set 8rn. Trom first LayeF; three -laver systems! First laver- 1 in, lonr fez IFZ in.; thick nariels: 6. Furring thannets (optional, not shown, for single of double layeT systems) —Resilient furring 64, nnets fabricated from min 25 MSG corrosion -protected steel, spaced Vert' all a MAX of 24 in. OC. Flange portion at to ea<n intersecting stud WO 1/2 in, tang Type S-12. panhead steel screws, 7. Joint cape and Compound —vinyl or casein, dry or premixed joint compound applied it i.tvm coats to pints and screw heads of outer tayers Paper tape, nom 2 in, wide, embedded in first layer of compound overall Joints o ouster panels, 8. Siding, Brick or Stucco--(Dptionat, not shown) Aluminum, v ray[ of steel siding, brick veneer or stucco, meeting the requirements of pea code agencies, instatied over gypsum panels. Brick veneer attached to studs with corrugated metal watt ties attached to each stud with steel screws, not more than each sixth course of brick. 9. Saniking and Scalanis r (Optimal, not shownA bead: of acdusticat Sealsnnt applied around. the partition perimeter r sound control: United States Gypsum Co. —type AS `Bearing the UL 0AWfication Marking FOE ASSISTANCE RATiM • AAlS€il3L 263 (BXUVU t3es%v,1'a No U914 Bei:rxtg vallRatin :still. ! onbeaxuiy3 is7ait hating 3 htic. 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It (hE a w't -din 2fx.kl psi co t wt 5. Gypsum Beaul in, ?ht , s it v die. s i r L to ft i ing i ti t s i F �a°lt di FaSrE ni zs sT'e rE 0- E itci r h€ r n rwtL E n t a., .lirL i<tiJ be• upl Jieu .n i'alrti a Ll ia. ,,dcia for til ;o Me t ati E.Es- HPB:Ai4IAR2A INC. >,siitt rt o BF8 CAN,Al3A INC C. Ctwp run fit• (,E )RG(A-I1ACo,-1cCORTI 1111FARGE i OR-Yfi AM1,3tl A NC C1A ,}ATI,0NAL YPWN1 Co I >,es F5G L, t'S1's-C, I,11? fi' PA110 GYPSUM 011Y or l ACT.IIC LG3t5.5'i'IIuwDrNC, iRODUC7S 1NC—I'tW PGC S•I'A,ft?ARDGVPSUN1I l S<>C I E tiTPT E-I1V'l_el s D d'Cil+ES I i'teC 0rCti! S Cow, PlYpe UN eT.1) S ATE5 GYt'SLi:vF G t} •—Tz racy C, 1P X2, ti C Al , USC ".ikXICQ S ,A i3E C f TuaLli oars€ Fa51e3sess — n1l. oigg 5rI r'•tin sc # a :ps s <itt i ti 5 ,Litt 17.if ,€> heads, Pas.E 72r 'ittE Chefs t VOW ,•:,:titre la i nei ,37. t)C: at bWf. 3i:Etls afl r €.. in. C.C.in, the fi ld of kIw �[ .h3S„ ysh�..G':},{F%' N, i?Si :{37TiM�s C.EEnit3:�.i� (..is2aYr�n(t pf i7YPHtt t _,t 1TCF� F<s=:: E Li GE:4 C)t 4Y i Dt 7rEt �4, nL % i,rnk 5y tezt [Not hownt— ['-ipa ttpceini iced in, E m n'•sY top.tot a *,}.oai. c c ��,'.}tE^aEis wt er .s'. wits fwo IS ftna. P.ed out. the iw,_ ,.,lay, rt E,Lt kC Nlai: k EXISTING STEEL COLU V.I.F. EXST. GYP. BD. FRAMING TO BE REM( FROM EXST. COLUMN 5/8" TYPE ' X" GYP. 1-5/8" METAL STUD FRAMING (PER UL NO X528) CORNER BEAD AT EA OUTSIDE CORNER UL DETA 1" = 1'-0„ = VA Ar, . " O U U W J w z Cn X W (Q) K /x\ x CD /I Its tT , D EXISTING MOP ROOM T 6 T W T OFFICE BREAKROOM I I I I 102 103 \ 4) 1' 1" 15-30" FROZEN F OD DOORS 0-30" DOORS @ICE CREAM TEMP 20 BAKE Y/ LUNCHBOX I I I 6-DOOR - - DAIRY -®-- 26 PALLETS TOTAL COOLER IQV 1, I ' I � -- 13'-6" DASHED LINE � EI562' REPRESENTSCART 54"�STORAGE�5-30FROZEN EOOD DOOS64" HIGH FRP DASHED LINE U - REPRESENTS 4'o�HIGH FRP--824X12 RACKS� \ \ i i 5' MIN. j01 \ o -- - -- - o Z - \ \ � TRANSITION Q �, � w 1 \ TO 64" � cn COOLER I 68' \ I 'HIGH FRP � BELT 1 I - I 0 J I (J) ++ � I I ILU LINE A OW / Of UJ 0 Q w BELT I I X Q F-1 (10 LL CC ;> 7 t IN tE-] LL 0 � \ REPRESENTS 4' I 1 J = 15'-0" \ HIGH FRP 3-ROLL WRAPPER W/ Q� UPC SCALE PRINTER � x z � ENTRY I ABOVE Q BELT 4 I � VESTIBULE ' 14'-0" NOTE: ' ++ l X ~ DASHED UNDERSIDETOE ' I \ �, BELT 5 REPRESENTS STOREFRONT, TYP. SALES - \ \ 4' HIGH FRP � I � W 101 � \ 4' ACCESSIBLE � -•-_ � � Q '� \ \ CHECKLANE I � U xo 6 6' � 5'-10" m~ 5'-11" �w _ H F TRANSITION � � - -- -- - Q Q BIN TO 64" - - -- - -- I w \D�q HIGH FRP __ _ � � \CpN W t _ �� TRAVEL DISTANCE = 158'-2" o� � � \9\� HALF- (n L] I � I � I � I � I � I � I � I � I ■� I � I � I � I � I � I � I I � I � I � I � I-� I M I = I = I � I � I � I � I � I � I � I I � ne—n•� „ � � � �STgNC BINS - 7 L%1 � Tn BAKERY � J � 9'-11" TABLE - -CART FREEZER � I 5' SPOT �\ ---- - w � \ � t � � (STORAGE 20X14 ��- i -- -- 17 8 � � t i `i DASHED LINE FUTURE 16 PROM PLATS OFE 71 7 - \ � .. _i REPRESENTS-- �- � 52 PROMOTIONAL ITEMS � N .... 64" HIGH FRP 0 i___ l 32 4 DECk� S MOK D MEAT CASE i f I I l i 1 I l NEW DEMISING WALL BY SAL GC 35 10 RECESSED HOSE BIBB 36" A.F.F. FOR PRODUCE MISTING SYSTEM &CASE CLEAN -OUT NOTE: GC TO FIELD VERIFY ALL LOCATIONS OF EXISTING COLUMNS PRIOR TO STORE LAYOUT AND NOTIFY SAVE -A -LOT PROJEC MANAGER OF ANY DISCREPANCIES. ONE LAYER 5/8" TYPE "X" EXISTING CONC. FILLED GYP. BD. (EACH SIDE) ON STEEL DECK. 6" MTL. STUD FRAMING (20 MEZZANINE GA.) FOR 1-HR RATING PER MINERAL WOOL INSULATION L NO. U419 BATT INSULATION, , COMPLETELY INFILL FLUES ° ABOVE BEAM RRESTOP SPRAY TO NOTE: COMPLETELY COVER FILL REFER TO UL NO. MATERIAL AND OVERLAP HW-D-0098 FOR RATED WALL AND STEEL DECK MIN WALL HEAD DETAIL, ONE LAYER 5/8" TYPE 'Y' 1/2" AND UL NO. 419 FOR GYP. BD. (EACH SIDE) ON 6" EXISTING CMU WALL 1-HR. RATED WALL MTL. STUD FRAMING (20 DETAIL GA.) FOR 1-HR RATING PER UL NO. U419 U DETA L , �3�11►[eldiL[��1� STEEL DECK. MEZZANINE MINERAL WOOL INSULATION BATT INSULATION, COMPLETELY INFILL — — — FLUES ABOVE BEAM Ili KNOWN 1! EXISTING STL. BEAM AT -----"""- MEZZANINE FLOOR DECK NOTE: REFER TO UL N0. D944 FOR RATED ASSEMBLY DETAIL UL DETAIL, 1 - &MISTERS 32 1 DEKWITHINSERTS FRESH PRODUCE C SE LIFE SAFETY/FIXTURE PLAN 1 /8" - 1'-0" REVIEW DATE CITY OF HIL P '-/'1iYa7 EXAMINER LS f_ _q ANUE. FIXTURE MOTES U DETA L , �3�11►[eldiL[��1� STEEL DECK. MEZZANINE MINERAL WOOL INSULATION BATT INSULATION, COMPLETELY INFILL — — — FLUES ABOVE BEAM Ili KNOWN 1! EXISTING STL. BEAM AT -----"""- MEZZANINE FLOOR DECK NOTE: REFER TO UL N0. D944 FOR RATED ASSEMBLY DETAIL UL DETAIL, 1 - &MISTERS 32 1 DEKWITHINSERTS FRESH PRODUCE C SE LIFE SAFETY/FIXTURE PLAN 1 /8" - 1'-0" REVIEW DATE CITY OF HIL P '-/'1iYa7 EXAMINER LS f_ _q ANUE. FIXTURE MOTES LIFE SAFETY/FIXTURE PLAN 1 /8" - 1'-0" REVIEW DATE CITY OF HIL P '-/'1iYa7 EXAMINER LS f_ _q ANUE. FIXTURE MOTES FIEF SAFETY NOTES EGRESS CALCULATION: LIFE SAFETY LEGEND- 1. ALL FIXTURES SHOWN FADED ON PLAN ARE 1. GC SHALL FURNISH FIRE EXTINGUISHERS PER BUILDING AREA: 17,588 SF ® EMERGENCY EXIT LIGHT FIXTURE W/ (SINGLE) CONCEPTUAL AND ARE SUBJECT TO CHANGE 2007 FBC MOUNTED AT A HEIGHT OF 4'-0» OCCUPANT LOAD: 451 ILLUMINATED FACE. IN ORDER TO BEST MEET THE NEEDS OF AFF WITH A TRAVEL DISTANCE NO GREATER PRODUCT PLACEMENT. PLEASE REFER TO THE THAN 75' FOR PLACEMENT. EXITS REQUIRED PROVIDED: / 2 MERCHANDISING PLAN FOR PLACEMENT AND EXIT WIDTH REQUIRED: 89" EMERGENCY EXIT LIGHT FIXTI�RE W/ (SINGLE) QUANTITIES. CONTACT RICK BORMANN AT 2. FIXTURES SHOWN ARE GROCERY STORE EXIT WIDTH PROVIDED: 104" ® ILLUMINATED FACE &DIRECTIONAL ARROW. 314-592-9866 WITH ANY QUESTIONS. SHELVING. HEIGHT IS 7 FEET ABOVE FINISH FLOOR. MAXIMUM TRAVEL DISTANCE ALLOWED: 250' 2. MICRO SET/ROLLING FIXTURES INCLUDING (2) MAXIMUM TRAVEL DISTANCE PROVIDED: 158' z EMERGENCY EXIT LIGHT FIXTURE W/ (DUAL) MAST, (2) TWR, AND 2'X2' BLACKHAWK 3. EXISTING FRONT ENTRY DOORS ARE TO BE a ILLUMINATED LACES & DIRECTIONAL ARROW(S). (PHONECARD) TO BE LOCATED IN FRONT OF REFURBISHED. THE CHECKSTANDS UNLESS OTHERWISE EXIT DIRECTED BY THE DISTRICT MANAGER OR 4, GC TO INSTALL (1) HOUR FIRE RATED � REQUIRED PRIMARY TENANT/BUILDING EXIT. REGIONAL DIRECTOR. DEMISING WALLS. SEE UL DETAIL THIS SHEET. FE � WALL -MOUNTED FIRE EXTINGUISHER. 5. NEW ADA REST ROOMS TO BE ACCESSIBLE TO THE PUBLIC PER_ FBC 11-4.3.1. TRAVEL DISTANCE. 6. FIRE PROTECTION SPRINKLER SHOP DRAWINGS TO BE SUBMITTED SEPARATELY. SEE FP SHEETS IN THIS SET FOR FIRE PROTECTION, ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 8822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB078QHOTMAIL.COM w z w LU r Z � o OaJ J o J= = LL WQ=° Q�wCl) �W N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-09-10 PERMIT DRAWINGS uFE SAFETYJEORESS Pow AND FIXTURE PLAN Al- ASH PROJECT #: 710-009 4 'URB ILS, & � LUUU ULU 1 /8" - 1 `- 0" FLOOR PEAK LEGEND GENERAL (VOTES VVALL,PARTMOIV TYPES EXISTING WALLS TO REMAIN MAY NOT BE NOTED. ALL TYPES MAY NOT BE USED. 1. ALL CHANGES TO THE DRAWINGS MUST BE APPROVED BY SAVE-A-LOT'S PROJECT 5/8" GYPSUM BOARD (EACH SIDE) ON 3 5/8" METAL STUDS (24 GA.) AT 16" O.C. W/ ACOUSTIC BATT INSULATION FRICTION FIT TO O1 DOOR -SEE A400 MANAGER, TOP OF STUD. EXTEND STUDS (AND GYP. - SALES SIDE ONLY) TO EXISTING STRUCTURE ABOVE. EXTEND GYP. ON 2. A SEPARATE SIGN PERMIT SHALL BE OBTAINED BY THE SIGN INSTALLER FOR STOREFRONT OFFICE/BREAKROOM/TOILET ROOM SIDE TO 12 ABOVE CEILING. USE MOISTURE RESISTANT GYP. ON RESTROOM SIDE. LEVEL 4 FINISH. FE GC TO PROVIDE 1 F.E. PER 3000 SF PER 2007 FBC AND SIGN. 3. ALL NEW HARDWARE TO BE ADA APPROVED. SAME AS TYPE 1 EXCEPT NO BATT INSULATION El A MIN. TO ENSURE A TRAVEL DISTANCE OF NO MORE 4. INSTALL 3/4" PLYWOOD 8'-0" HIGH ON ALL EXPOSED GYPSUM BOARD. THAN 75 FT. 5. THE COOLERS AND FREEZERS, AS SUPPLIED BY THE MANUFACTURER CERTIFIED INSTALLER, SHALL BE LINER SEPARATE PERMIT. ELECTRICAL POWER FOR THE COOLERS HAS BEEN 5/8" GYPSUM BOARD (EACH SIDE) ON 3 5/8" METAL STUDS (24 GA.) AT 16" O.C. W/ ACOUSTIC BATT INSULATION FRICTION FIT TO X WALL TYPE DESIGNED AND IS INDICATED ON THE ELECTRICAL DWGS. TOP OF STUD, EXTEND TO 12" ABOVE CEILING. USE MOISTURE RESISTANT GYP. ON RESTROOM SIDE. SEE OFFICE/BREAKROOM 6. NEW ADA RESTROOMS ARE LOCATED IN THE PROCESSING AREA AND ARE ACCESSIBLE TO PARTITION DETAIL A400. LEVEL 4 FINISH. THE PUBLIC PER FBC 11-4.3.1. 7. PROVIDE TACTILE SIGNAGE AT EACH DOOR REQUIRING AN EXIT SIGNAGE TO BE MOUNTED ON 2A SAME AS TYPE 2 EXCEPT NO BATT INSULATION LATCH SIDE OF DOOR, 60" AFF. (NFPA 101-7.10.1.3). 5/8" GYPSUM BOARD (EACH SIDE) ON 3 5/8" METAL STUDS (24 GA.) AT 16" O.C. W/ ACOUSTIC BATT INSULATION FRICTION FIT TO 8. MICRO SET/ROLLING FIXTURES INCLUDING (2) MAST, (2) TWR, AND 2'X2' BLACKHAWK TOP OF STUD, EXTEND TO EXISTING STRUCTURE ABOVE. SEE SALES/BACK ROOM PARTITION DETAIL A400. LEVEL 4 FINISH. (PHONECARD) TO BE LOCATED IN FRONT OF THE CHECKSTANDS UNLESS OTHERWISE DIRECTED BY THE DISTRICT MANAGER OR REGIONAL DIRECTOR. 9. EXISTING FIRE RISER FOR THE SPRINKLER SYSTEM IS IN THE ADJACENT SPACE. GC/SUB 5/8" GYPSUM BOARD ON 2 1/2" METAL STUDS (24 GA.) AT 16" O.C. ON EXST. CMU WALL. EXTEND TO 12" ABOVE CEILING. USE MOISTURE RESISTANT GYP. ON RESTROOM SIDE. LEVEL 4 FINISH. FI V S H SCHEDULE TO SECURE PERMITS REQUIRED TO MODIFY SPRINKLER HEADS PER THE CURRENT LAYOUT. 10. REPAIR PERIMETER DRYWALL. 11. RE -LOCATED LIFT AT RECEIVING. 5/8" GYPSUM BOARD (EACH SIDE) ON 6" METAL STUDS (24 GA.) AT 16" O.C. W/ ACOUSTIC BATT INSULATION FRICTION FIT TO TOP OF STUD. EXTEND TO 12" ABOVE CEILING. USE MOISTURE RESISTANT GYP. ON RESTROOM SIDE. LEVEL 4 FINISH. SEE SCOPE OF WORK SHEET A002 AND FINISH SCHEDULE 12. GC TO PROVIDE/INSTALL A WALK -OFF MAT AT THE FRONT ENTRY (APPROX. 8'-0" OFF THE E] 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS (24 GA.) AT 16" O.C. ON EXST. CMU WALL. EXTEND TO 12" ABOVE SHEET A400 FOR FINISH INFORMATION FRONT DOOR TIMES THE WIDTH OF THE FRONT DOOR). COORDINATE WITH SAL PROJECT CEILING. USE MOISTURE RESISTANT GYP. ON RESTROOM SIDE. LEVEL 4 FINISH. MANAGER. 13. NEW OVERHEAD DOOR IN DOCK AREA. FRAMING AND FASTENERS PER PRODUCT APPROVAL F7] 8" CMU INFILL IN EXST. OPENING (NEW CMU TO MATCH EXISTING). WALL TO HAVE MIN. 1-HR. FIRE RATING PER UL DETAIL 914. DRAWINGS. FOR DOOR LINTEL PROVIDE W8X15 STEEL BEAMS WITH 11x1/2" CONTINUOUS STEEL PLATE WELDED TO BOTTOM W/ 8" MIN. BEARING EACH END. JAMBS TO BE STEEL 5/8" GYPSUM BOARD (EACH SIDE) ON 6" METAL STUDS (24 GA.) AT 16" O.C. W/ ACOUSTIC BATT INSULATION FRICTION FIT TO TOP a CHANNELS - WELD TO LINTEL AND SECURE AT BOTTOM WITH CLIP ANGLES AND TWO 5/8" OF STUD. EXTEND STUDS AND GYP. TO EXISTING STRUCTURE ABOVE. INSTALLATION TO MEET 1 HOUR FIRE RATING PER UL DETAIL U EXPANSION BOLTS. PROVIDE SHORES FOR EXISTING WALL PRIOR TO REMOVING MASONRY 419 (AS SHOWN ON SHEET A/100). LEVEL 4 FINISH. UNITS. EXISTING WALL TO REMAIN e ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHBO76@HOTMAIL.COM w Q Z N Q jlA� t _ r) / N N Q z J z o S U Q w H z w U o Z J a � J o J= = LL w 0 Q� w �w N a z O SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE I DESCRIPTION 09-09-101 PERMIT DRAWINGS FLOOR PLAN ASH PROJECT #: 710-009 Al 01 09-09-10 e 0— a-- a— - CRUNG PLAN LEGEND GENERAL NOTES NOT ALL TYPES MAY BE REQUIRED FOR THIS PROJECT. REFERENCE MECHANICAL, PLUMBING, 1. EXISTING CEILING, LIGHTS, AND DUCTWORK ARE TO BE REMOVED (EXCEPT WHERE NOTED) - UNLESS AND ELECTRICAL DRAWINGS FOR SPECIFIC TYPES TO BE USED. ALREADY REMOVED BY THE ILL. EXISTING SPRINKLER HEADS ARE TO REMAIN, BUT ARE TO BE RELOCATED TO LOCATION SHOWN ON FIRE PROTECTION DRAWINGS. 0 EXHAUST FAN ® EMERGENCY LIGHT FIXTURE 2. PROVIDE ALL NEW CEILING GRID AND TILES IN SALES AREA, OFFICE, BREAK ROOM, RESTROOMS. ® EXIT LIGHT FIXTURE SEE SCOPE OF WORK SHEET FOR CEILING SPECIFICATIONS. 2x4 LIGHT FIXTURE 1 CEILING HEIGHT IN OFFICE AND BREAKROOM TO BE 10'-0" � CHAIN -HUNG LIGHT FIXTURE JUNCTION BOX FOR TENANT SIGNAGE 4. EXISTING BULKHEADS TO BE REUSED/REMOVED. COORDINATE LOCATIONS WITH SAVE -A -LOT COOLER LIGHT FIXTURE REPRESENTATIVE. EXTERIOR WALL MOUNTED LIGHT FIXTURE, SEE 5. THE MINIMUM HEIGHT OF ROOF CURB SHALL BE 8". ELECTRICAL FOR ALL LOCATIONS EXTERIOR LIGHT FIXTURE � SURFACE -MOUNTED LIGHT FIXTURE 6. SEE MECHANICAL DRAWINGS FOR EXTENT OF HVAC WORK. GC SHALL BE RESPONSIBLE FOR THE DUCT WORK REWORK AND SHALL COORDINATE SUCH REWORK WITH THE SAL PROJECT MANAGER. 7. GC IS DIRECTLY RESPONSIBLE FOR COORDINATING THE EXACT LOCATION OF ROOF TOP UNITS AND SURFACE -MOUNTED NIGHT LIGHT FIXTURE (CONTAINING NEW 2'X4' ACOUSTICAL CEILING TILE UNIT CURBS. IN ADDITION, INSTALLATION OF R.T.U. CURBS SHALL INCLUDE PENETRATIONS THROUGH EMERGENCY BATTERY PACK) ROOF THAT MATCH THE SIZE AND LOCATION OF EACH CURB'S 'SUPPLY' AND 'RETURN' OPENINGS. SUCH OPENINGS SHALL BE FREE OF ANY OBSTRUCTIONS VERTICALLY AND HORIZONTALLY FOR THE FULL SIZE OF THE OPENING. HVAC SUPPLY GRILL 8. EXISTING ROOF TOP UNIT CURBS THAT ARE NOT REUSED ARE TO BE REMOVED DOWN TO THE ROOF HVAC RETURN GRILL DECK AND ROOF TO BE PATCHED AND CAPPED TO MATCH EXISTING. 9. INSTALL BASE FLASHING AROUND ALL MECHANICAL EQUIPMENT. 10. PROVIDE TAPERED INSULATION CRICKETS ON HIGH SIDE OF ALL ROOFTOP UNITS (AND ROOF HATCH WHERE APPLICABLE) AT 1 /2" PER FOOT SLOPE. 11. EXTEND ALL VENT STACKS (IF REQUIRED) AND PROVIDE FLASHED ROOF PENETRATIONS FOR ALL VENTS. 12. EXISTING CEILING IN ENTRY TO BE REPLACED. ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHBO76@HOTMAIL.COM w z w U F�o Z � o Oa J J o J= = LL Z � LijQ =o Q� W c oW N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-09-10 PERMIT DRAWINGS REFLECTED CEILING PLAN REELECTED CEILING PLAN PASH ROJECT #: 710-009 1 1/8" - 1,-O„ �r y .... 09-09-10 gogg w F- U Of c� z X w 0 I— z 0 V) z w 0 V) I w > 0 J w BACK ROOM AREA FLOOR FASTEN METAL STUDS TO EXISTING STRUCTURE BRACE AS REQUIRED PROVIDE FIRESTOPS NEAR THE TOP OF ALL PARTITIONS 3 5/8" METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYP. BOARD EACH SIDE 3 5/8" FLOOR RUNNER CHANNEL EXIST. CONC. FLOOR SLAB SALES AREA FLOOR SALES/BACK ROOM PARTITION 10-0" A/C TILE C" MAl WITH 6" (R-19) B, QUADRUPLEX C WALL MOUNTED 4" VINYL BASE A/C TILE CEILING AT OFFICES - (R-19) BATT INSUL. ABOVE X CONVENIENCE OUTLET 10UNTED - &'-4" AFF. iY CONDUIT AND GANG BOX - 4" AFF. FOR MUSIC/INTERCOM SHELVING AT 6'-0" AFF — rP. BD. ON 2-1/2" MTL. FRAMING STING MAS. WALL X CONVENIENCE OUTLET WALL - 16" AFF. -BONE (6 PAIR) AT 16" APP.— L BASE DUPLEX CONVENIENCE OUTLET 10UNTED - lb" A.F.F. ELEVATION. 1/4" = 1'-0" ELEVATION 1/4" 1 "X6" WOOD CAP WITH ROUNDED EDGES — PAINTED 3 5/8" METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYP. BOARD EACH SIDE 0- 3 5/8" FLOOR RUNNER CHANNEL EXIST. CONC. FLOOR SLAB 421 14 &4 WALL D TA I 1 "X6" WOOD CAP WITH ROUNDED EDGES — PAINTED 3 5/8" METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYP. BOARD EACH SIDE 3 5/8" FLOOR RUNNER CHANNEL EXIST. CONC. FLOOR SLAB 211 SIGH WALL DETAIL 3/8" = 1'-0" ON 3-5/8" 20 GA. DIAGONAL BRACING © 48" O.C. TYP., SECURE TO STRUCTURE ABOVE ---10'-0" A TILE CEILING AT OFFICES WITH 6" (R�-19) BATT INSUL. ABOVE 0 3 5'�8" METAL STUDS AT 16" O.C. WITH 1 5/8 TYPE X GYP. BOARD EACH SIDE o WITH 3 5/8" BATT INSULATION 3 5/8" FLOOR RUNNER CHANNEL EXIST. CONC. FLOOR SLAB TYP. OFFICE/SALES PARTITION 3/8" 2 1'-0" TELEPHONE OUTLET (b PAIR) AT 6-0" AFF. FOR SECURITY DUPLEX CONVENIENCE OUTLET WALL MOUNTED AT 6-0" AFF. LIGHTING CONTACTOR SALES FLOOR AT 6'-O" AFF`. 1 "X4" FIR TRIM — CONT. TWO WALLS FASTEN TO METAL STUDS AT 16" O.C. 12" WIRE SHELVES AT 6'-0" AFF 0 I co I -- HANGING PINS FOR CLIP BOARDS BETWEEN BRACES AT 12" O.C. I DIAGONAL BRACES AT 12" O.C. 1"X4" FIR TRIM - CONT. TWO WALLS OFFICE SHELF pEt,4fL 1 1/2" = 1'-0" NOTE: PENETRATION OF ALL PIPES AND CONDUITS THROUGH FIRE RATED PARTITIONS SHALL BE IN COMPLIANCE WITH U.L. ASSEMBLY "W—L-2003" 3M FIRE WRAP STRIP AND FIRE STOP CAULKING PIPE OR CONDUIT PENETRATING FIRE WALL FIRE RATED WALL SEE SEPARATE DETAIL PENETRATION DETAIL TNRLI I —HOUR RATED PARTITION WALL 3/4" 2 1'-0" ELEVATION 1/4" = 1'-0" ELEVATION DOOR SCHEDULE DOOR FRAME HDWR. LOCATION SIZE THICK. MAT'L. FINISH MAT'L. FINISH TYPE REMARKS SALES -HALL 3'-0" X 7'-0" PR 1-3/4 �� FLEX pw_ H.M. pW_ CbX82 STEEL FRAME IA HALL -BACK 3'-0" X 1'-0" PR FNIS44ED FNI"D VERIFY DOOR SIZES WITH SAL PROJECT MGR 2 OFFICE/BREAKROOM 3'-0" X i'-0" 1-3/4" H.G.W. PAINT H.M. PAINT HW-2 WALL STOP, SILENCERS, PAINT GRADE MASONITE, UNDERCUT 1", CLOSER 2A RESTRDOMS 2'-10" X i'-0" I-3/4" H.C.W. PAINT H.M. PAINT HW-2 WALL STOP, SILENCERS, PAINT GRADE MASONITE, UNDERCUT 1", CLOSER 3 EXISTING __ __ __ __ RE-FUR51614t ADD AIR CURTAIN OVERHEAD DR 4 EXISTING 5 EXISTING ADD AIR CURTAINt REFURBISH STOREFRONT DR STOREFRONT ASSEMBLY-CLO5ER/WEATHER STRIPS 6 MEAT COOLER 54" X T-0" COORDINATE WITH REFRIGERATION DWGS t VERIFY W1 SAL SAVE -A -LOT PROJECT MANAGER 6 MEAT PREP 48" X T-O" COORDINATE WITH REFRIGERATION DWGS e VERIFY W/ SAL SAVE -A -LOT PROJECT MANAGER CLOSER, MTL. WATER DIVERTER AT HEAD I REAR DOOR EXISTING AT EXT. WEATHER STRIPS SEE SCOPE OF WORK 5�4EET FOR ADDITIONAL INFOI;R`1ATION INTERIOR FINISH SCHEDULE ROOM NAME FLOOR SASE WALLS CEILING HEIGHT NOTES MEN'S RESTROOM VCT VINYL COVE BASE (6") PAINTED GWB FRP PANELING ACT 8 -0�� CERAMIC TILE FLOORING - ALT WOMEN'S RESTRM VCT VINYL COVE BASE (69 PAINTED GWB FRP PANELING ACT 8'-0" CERAMIC TILE FLOORING - ALT OFFICE VCT VINYL COVE BASE PAINTED GWB ACT 10'-0" BREAK ROOM VCT VINYL COVE BASE PAINTED GWB ACT 10'-0" Epoxy VINYL COVE PAINTED GWB PRODUCE AREA SEALER BASE FRP PANELING N/A MEAT COOLER RED QUARRY N/A DIAMOND PLATE TRANSITION TILE COORDINATE WITH REFRIGERATION DWGS MEAT PREP ROOM RED QUARRY N/A DIAMOND PLATE TRANSITION TILE COORDINATE WITH REFRIGERATION DWGS EPDXY DAIRY COOLER SEALER N/A COORDINATE WITH REFRIGERATION DWGS SEALED PAINTED CMU PRIMER E DRY FALL TREATED 4X4 WALL GUARD AT GWB PROCESSING AREA CONIC. 3/4" PLYWOOD ON GW OPEN TO STRUCTURE N/A PARTITIONS E AT COOLER PANELS SALES AREA REPAIR VINYL COVE PAINTED GWB ACT 121_011 PROVIDE ALUMINUM CORNER GUARDS ON EXST. 8,45E DRYWALL SURFACES I. ALL FINISHES TO COMPLY WITH FLORIDA BUILDING CODE 200-1 WITH 2O0S REVISIONS. 2. CONTACT SAVE -A -LOT PROJECT MANAGER IF VERIFICATION OF FINISHES IS NEEDED. 3. EXTERIOR PAINTING: PER SCOPE OF WORK SHEET A002 - COORDINATE WITH SAVE -A -LOT PROJECT MANAGER. A/C TILE CEILING AT OFFICES 4. VERIFY STOREFRONT OPENING PRIOR TO ORDERING/INSTALLING NEW STOREFRONT DOORS (N.I.C. THIS PROJECT). ' (R-15) BATT INSUL. ABOVE 5. VINYL COVE BASE TO BE 6" HIGH IN IRESTROOMS. '1PTY CONDUIT WITH GANG BOX L CABLES AT 16" AFF. STUB CEILING FOR CHECKSTANDS 'TY CONDUIT AND GANG BOX ZOGRAMMABLE THERMOSTAT AT ;ONTROL REMOTE SENSORS LIGHT SWITCH UPLEX CONVENIENCE "L BASE 10-0" A/C TILE CEILING AT OFFICES WITH 6" (R-19) BATT INSUL. ABOVE DUPLEX CONVENIENCE OUTLET W/IG QUADRUPLEX CONVENIENCE OUTLET 2-1 1/4" EMPTY CONDUIT AND GANG BOX WITH FLUSH{ MOUNT FINISH COVER FOR C.C.T.V. AT 16" AFF 5/8" GYP. BD. ON 2-1/2" MTL. FRAMING ON EXISTING MAS. WALL TELEPHONE lb PAIR) AT 16" AFF. DUPLEX CONVENIENCE OUTLET WALL MOUNTED - 16" AFF. 4" VINYL BASE REFERENCE FLOOR PLAN FOR EXACT ORIENTATION AND LOCATION 52" HIGH WALL WITH WOOD CAP =' [MIAI At= LATTICE FROM WALL DETAIL PROVIDE SECURITY BOX AT 3 AFF. RUN CONDUIT HORIZONTAL KNEE WALL TO OFFICE WALL AN STUB A50YE CEILING DUPLEX OUTLET W/IG AT I6" AR GANG BOX AND CONDUIT 44" ABOVE FINISH FLOOR FOR PA. SYSTEM ELECTRICAL DUPLEX CONVENIENCE OUTLET WALL MOUNTED - 16" A.F.F. I.G. - INDICATES ISOLATED GROUND SINGLE POLE WALL MOUNTED SWITCH 3 - INDICATES THREE-WAY SWITCH Q COMPUTER, PHONE, FAX LINE OUTLET WITH COVER PLATE 000;� �64�FE/D C IT 1/4" = 1'-0" DOORFRAME WALL PENETRATION NOTES: I. REFERENCE OVERALL LIFE SAFETY PLAN ON SHEET A101 FOR LOCATIONS OF FIRE RATED WALLS: -DOORS/FRAMES/HARDWARE ASSEMBLIES SHALL BE 45-MIN. FIRE RATED AT ALL I-HR. WALLS (WHERE APPLICABLE). HARDWARE GROUP5: HW-1 TENANT ENTRY/EXIT DOOR HARDWARE:' ENTRY/EXIT ASSEMBLY BY ALUMINUM STOREFRONT MANUFACTURER, ADA PUSH/PULL HANDLES, TURN -BUTTON MORTISE LOCK, CLOSER, WEATHERSTRIPS, THRESHOLD, CLEAR ANODIZED ALUMINUM FINISH. TENANT TOILET ROOM DOOR HARDWARE: HW-2 SCHLAGE AL -SERIES 0AL40S/F-16, BATH PRIVACY LOCK FUNCTION, SATURN LEVER HANDLES, %2(o SATIN FINISH, SOUND SEALS. TENANT EXIT DOOR HARDWARE: HW-3 SCHLAGE AL -SERIES "ALDOPD/F86, STOCKROOM LOCK FUNCTION, SATURN LEVER HANDLES, %26 SATIN FINISH, CLOSER, THRESHOLD, WEATHERSTRIPS, RAIN DRIP, SECURITY LATCH PLATE MOUNTED ON DOOR (EXTERIOR SIDE). NOTE: SEE HEAD, JAMB, AND SILL DETAILS ON SHEET A401 CONVENIENCE OUTLET W/IG MOUNTED AT lb" AFF. BREAKROOM LIGHT BREAK ROOM 114" = 1'-0" TELEPHONE (6 PAIR) AT 16" AFF.- 2-1 1/4" EMPTY CONDUIT AND GANG - BOX WITH FLUSH MOUNT FINISH COVER FOR C.C.T.V. AT 16" AFF QUADRUPLEX CONVENIENCE OUTLET " DUPLEX CONVENIENCE OUTLET W/IG DUPLEX CONVENIENCE OUTLET - WALL MOUNTED - 16" AFF. VERIFY ALL EQUIPMENT AND LOCATIONS WITH SAVE -A -LOT CONSTRUCTION MANAGER PRIOR TO PURCHASE AND/OR INSTALLATION. QUADRUPLEX CONVENIENCE OUTLET WALL MOUNTED - 16" AFF. TELEPHONE (6 PAIR) AT 16" A.F.F. QUADRUPLEX CONVENIENCE OUTLET WALL MOUNTED - 16" AFF. 4 A400 b 5 0 c� OFFICE MIRROR LA�'O 1/4" = 1'-0" I" EMPTY CONDUIT AND GANG BOX AT 6'4' AFF. FOR MUSIC/INTERCOM DUPLEX CONVENIENCE OUTLET WALL MOUNTED - &'-4" AFF. DUPLEX CONVENIENCE OUTLETS WALL MOUNTED k 16" AFF. TELEPHONE OUTLET (6 PAIR) AT 8'-0" AFF. FOR SECURITY QUADRUPLEX CONVENIENCE OUTLET OFFICE LIGHT SWITCH LIT ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB076@HOTMAIL.COM w Z N r4 Q N °' z o 46 CU J W U o' Q w z w U OZ a J � J o Jo = W Q = o Q� w cn U)�: N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI 'DATE I DESCRIPTION 109-08-101 PERMIT DRAWINGS ENLARGED PLANS DETAILS & ELEVATIONS ASH PROJECT #: 710-009 A400 09-09-10 GOOLER AND/OR P.T. SHIM AS NEED FREEZER 3'-6" I'-0' CONT. J BEAD, T1'P. ALUM. DOOR PRESSURE TREATED CONTINUOUS SILICONE 0 4 X 4 4 X 4 2 2 CONC , ,n n BOTTOM RAIL SIDEWALK ?C SILL DETAIL N.T.S. ADA THRESHOLD SET IN FULL BED OF MASTIC CONC. SLAB H.M. FRAME H.M. DOOR ADA THRESHOLD SET IN CONT. BED OF MASTIC CONC. STOOP, SLOPE AT 1/8" CONC. SLAB PER FT. MIN. X 1 HEAD D TA L N.T.S. JAMB DETAIL N.T.B. CONT. CORNER BEAD C NT. J-BEAD CONT. SILICONE SEALANT BOTH SIDES I.M. FRAME W/ MIN. 3 AMS ANCHORS PER AMB - FILL W/ GROUT, :ENTER ON CMU SEALANT t E ROD STOREFRONT SEE PRODUC APPROVAL ATTACHMENT HEAD DETAIL N.T.S. �•/ 4-I.M. FRAME W/ MIN. 3 ANCHORS PER JAMB CONT. BEAD SILICONE V SEALANT BOTH SIDES STUCCO OVER CMU OR STEEL BEAM LINTEL J-BEAD — CORNER BE DOUBLE METAL STUDS AT JAMBS �yl 4 FASTEN DRYWALL TO 1118" 2" EACH STUD (HEAD SIM.) JX15 DETAIL N.T.S. HEAD DETAIL N.T.S. NOT U5ED SILICONE SEALANT CONT. ON BACKER ROD HOLLOW METAL FRAME FILLED W/ GROUT CONT. WEATHERSTRIP 1/2" ROUND X 6" ANCHORS ® 24" O.C. 7 CONCRETE SLAB e • A 362TI25-33 METAL TRo METAL CHICKEN WIRE FREEZER/COOLER WALL GUARDS SCALE 1 1/2" = 1'-0" CONCRETE WASH 6" DIA. SCH 80 P FILLED W/ CONCR POST MATERIALS: REAR AND SIDES GALV. STEEL FRONT: STAINLES° STEEL 2'-0" DIA. CONC. I BOLLARD DETAIL 1/2" = 1'-0" 2 1/2" POST FURNISHED BY SAYE —A -LOT ADJUSTABLE BUMPER BASE COVER 4 -3/8" x 3" DYNABOLTS OF EQUAL 1151-1 FLOOR "CORE DRILL OVERSIZED HOLE AND SET POST IN NON -SHRINK GROUT (FOROCK OR EQUAL) POST DETAIL SCALE 3/4" = V-0" 7d'_O1" BARRIER ABOVE COOKER/FREEZER WALLS SCALE 1 1 /2" = 1'-0" STOREFRONT ELEVATION .F. ELEVATION .` l All G i RES?ROOM ELEVATION5 I/4" = I'-0" u TOILET SCHEDULE(NOT ALL MAY5E USED) RES?ROOM ELEVATION5 I/4" = I'-0" u TOILET SCHEDULE(NOT ALL MAY5E USED) ,ACCE550R'r (APPROVED ALTERNATES ARE ACCEPTABLE) KEY O DESCRIPTION MANUFACTURER/MODEL REMARKS I TISSUE DISPENSER BRADLEY - MODEL 505 BRADLEY - WO SERIES -MOUNTING HEAVY IS" VERTICAL, 36" AND 42" HORIZONTAL LONG 2 GRAB BARS DUTY SERIES, 0 812 - STAINLESS STEEL 1 1/2" DIA. BARS. PROVIDE BLOCKING AT FRAME WALLS 3 I5"x30" MIRROR BRADLEY — 100 SERIES - MODEL 140-1530 ADA COMPLIANT PROVIDE BLOCKING AT FRAME WALLS 4 SOAP DISPENSER BRADLEY — MODEL 6562 5 TOWEL DISPENSER J BRADLEY "MODEL 2298-10 ADA COMPLIANT TRASH RECEPTACLE PROVIDE BLOCKING AT FRAME WALLS TOILET ROOM NOTES: I. TOILET ROOM SIGNAGE: TOILET ROOM SIGNAGE CONT.: OROVlrrTHE FOLLOWING ADA-APPROVED SIGNAGE AT EACH TOILET ROOM AS MANUR-"RESTROOM" W/ INTERNATIONAL HANDICAP SYMBOL. BY SCOTT SIGN SYSTEMS, SARASOTA, FL. (1-800-231-IB44"t EXT. 208), OR EQUAL AS _ WALL -MOUNT AT LATCH SIDE OF DOOR INSTALL W/ HIGH BOND APPROVED BY ARCHITECT: TAPE AT 60" FROM FINISH FLOOR TO CENTERLINE OF SIGN. f+ NEW ADA DRINKING FOUNTAIN. ENLAfRGED RES?ROOM PLAN 1/4" 2 1'-0" ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB076@HOTMAIL.COM w z N Q N - °' z o F- U 0 J w U rY w z w U Z � o Oa J Jo< J p = LL U) F- i wQ w >- n ° = Q � w U) U)w N � z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI IDATE I DESCRIPTION 109-08-101 PERMIT DRAWINGS ENLARGED PLANS DETAILS & SCHEDULES ASH PROJECT #: 710-009 A401 09-09-10 a- .._.k..k ..w I i � I � I DEMOE TON PLAN 1/8" = 1'-O" DEMO PLAN LEGEND GENERAL D E M O S TON NOTES ALL SYMBOLS MAY NOT BE USED ON THIS SHEET 1. G.C. SHALL VERIFY ALL WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO 9. THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS, SWITCH PLATES, TELEPHONE COMMENCING WORK. DEMOLITION PLAN SHOWS APPROX. LAYOUT OF EXISTING BUILDING AND IS NOT OR ELECTRICAL WIRING OR EQUIPMENT, ETC. TO THE SOURCE AFTER WALL DEMOLITION. - EXISTING ITEMS TO BE REMOVED INTENDED TO REPRESENT AS -BUILT CONDITIONS. 10. REFER TO FLOOR PLANS FOR EXISTING CONSTRUCTION TO REMAIN AND EXTENT OF DEMOLITION. 2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONTINUOUS WATER, POWER, SEPTIC, AND ALL EXISTING DOORS, FRAMES, HARDWARE, CABINETRY AND OTHER BUILDING STANDARD 3. EMERGENCY WATER FOR BUILDING THROUGHOUT CONSTRUCTION. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE COMPONENTS REMOVED DURING DEMOLITION AND NOT REUSED AS A PART OF THIS WORK ARE TO BE SALVAGED TO THE OWNER. BUILDING S P E O E G D E M O E T O N NOTES DEMOLITION, REMOVAL AND RE -USE OF ALL ITEMS SHOWN ON DRAWINGS. 11, NOTIFY ARCHITECT IMMEDIATELY OF ANY PIPES, POSTS, DUCTWORK, SPRINKLER LINE OR MISCELLANEOUS EQUIPMENT CONFLICTS WITH NEW PARTITION AND REFLECTED CEILING PLAN 1. NOT USED 4. G.C. TO MAKE EVERY ATTEMPT TO KEEP ALL BUSINESSES OPEN DURING CONSTRUCTION AND TO AFTER DEMOLITION IS COMPLETE. WORK IN CONJUCTION WITH TENANTS WHEN WORKING IN FRONT OF OR INSIDE OF TENANT SPACES. 2. SEE PLAN FOR EXISTING COLUMNS AND STRUCTURE TO REMAIN. PROVIDE COVERED WALKWAYS PER OSHA STANDARDS WHERE REQUIRED. 12. PROVIDE ALL NECESSARY SHORING, BRACING AND SUPPORT TO PREVENT MOVEMENT, 3. AFTER THE REMOVAL OF DESIGNATED ITEMS, CLEAN, PATCH &REPAIR REMAINING PORTION OF 5. G.C. RESPONSIBLE FOR REMOVAL OF ALL EXISTING TENANT SIGNAGE- COORDINATE W/ OWNER & SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED (OR ELEMENT TO REMAIN). PARTITION, SOFFIT, CEILING, ETC. AFFECTED BY THE DEMOLITION AS APPLICABLE. FINISH TO MATCH TENANT. ADJACENT SURFACES. 13. REFER TO THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PLANS 4. GC IS DIRECTLY RESPONSIBLE FOR COORDINATING THE EXACT LOCATION OF ROOF TOP UNITS AND 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO FOR THE EXTENT OF WORK RELATED TO THIS PROJECT. UNIT CURBS. IN ADDITION, INSTALLATION OF R.T.U. CURBS SHALL INCLUDE PENETRATIONS THROUGH PROTECT BUILDING OCCUPANTS, MATERIALS AND EXISTING FINISHES THROUGHOUT ALL PHASES OF ROOF THAT MATCH THE SIZE AND LOCATION OF EACH CURB'S 'SUPPLY' AND 'RETURN' OPENINGS. CONSTRUCTION. AREAS OCCUPIED OR PUBLIC AREAS ARE TO BE MAINTAINED BY THE GENERAL SUCH OPENINGS SHALL BE FREE OF ANY OBSTRUCTIONS VERTICALLY AND HORIZONTALLY FOR THE CONTRACTOR. ANY DAMAGE TO EXISTING -TO -REMAIN CONSTRUCTION, MATERIALS OR EQUIPMENT FULL SIZE OF THE OPENING. MUST BE RESTORED TO THEIR ORIGINAL CONDITION. 5. EXISTING ROOF TOP UNIT CURBS THAT ARE NOT REUSED ARE TO BE REMOVED DOWN TO THE ROOF 7, THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY PLASTIC DROP CLOTH PARTITIONS TO DECK AND ROOF TO BE PATCHED AND CAPPED TO MATCH EXISTING. PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION IS IN PROGRESS. 6. EXISTING ACT CEILING TO BE REMOVED. 8. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES DAILY, EXCEPT ITEMS TO BE RE -USED OR RETURNED TO THE OWNER, OR AS DIRECTED OTHERWISE. ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHBO76QHOTMAIL.COM w z w U ~Z J o Oa J o Jo = LL Q U) OC Z ui <w = Q� w� �W N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION )9-09-10 PERMIT DRAWINGS ramoN PLAN ASH PROJECT #: 710-009 Dl 00 09-09-10 Lad L BUILDING TYPE II 2. WIND VELOCITY (Mf=H) 110 3. IMPORTANCE FACTOR 1.00 4. EXPOSURE CATEGORY C 5. DESIGN PRESSURE 25 PSF GENERAL NOTES AND SPECIFICATIONS: THE FOLLOWING GENERAL NOTES SHALL PERTAIN TO THE ENTIRE SET OF CONTRACT DOCUMENTS, IN ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE. I. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE. 2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO THE INITIATION OF WORK, AND SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES OF THE CONDITIONS INTERFERING WITH THE ABILITY OF THE CONTRACTOR TO COMPLETE WORK A5 OUTLINED ON THE CONSTRUCTION DRAWINGS. 3. THE CONTRACTOR SHALL REPORT ANY ERRORS, OMISSIONS, OR DEFECTS IN THE CONSTRUCTION WORK PROMPTLY TO THE OWNER. SUBMIT A PROPOSAL FOR CORRECTIVE ACTION TO THE OWNER FOR REVIEW, MAKE CORRECTIONS WITHOUT CHANGE IN THE CONTRACT PRICE AFTER RECEIVING WRITTEN NOTIFICATION THAT NO OBJECTIONS TO THE PROPOSED CORRECTION HAVE BEEN FOUND BY THE OWNER. 4. THE CONTRACTOR SHALL PROMPTLY REPORT TO THE OWNER ANY CONDITIONS AT THE SITE OR IN THE CONTRACT DOCUMENTS THAT WOULD INVOLVE A CONFLICT OR THAT IN GENERAL WOULD MAKE IT IMPOSSIBLE TO CARRY OUT THE WORK AS INDICATED. OBTAIN WRITTEN INSTRUCTIONS FROM THE OWNER BEFORE PROCEEDING WITH ANY MODIFICATIONS. 5. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL OF THE TRADES AS THE DESIGNER WILL NOT BE PROVIDING CONSTRUCTION INSPECTION SERVICES UNLESS REQUESTED BY THE OWNER. THE OWNER AND THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUALITY OF ALL WORKMANSHIP AND COMPLIANCE WITH GOVERNING CODES- 6. THESE DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND IN SOME CASES ARE BASED ON MINIMAL DRAWINGS PROVIDED BY THE OWNER AS -BUILT DRAWINGS HAVE NOT BEEN PERFORMED AND THE EXISTING CONDITIONS HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL VERIFY OVERALL DIMENSIONS AND ANY OTHER ITEMS THAT COULD IMPACT THE CONSTRUCTION AND LAYOUT OF THE SPACE PRIOR TO START OF CONSTRUCTION. ALL EXISTING SYSTEMS SHALL BE REVIEWED FOR APPROPRIATENESS AND COST EFFECTIVE DESIGN. ANY ERRORS, OMISSIONS, OR VALUE ENGINEERING SUGGESTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. STRUCTURAL MODIFIC,41"ION5 KEY PLAN I" = 20'-0" ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB076@HOTMAIL.COM INTEGRAL ENGINEERING, INC. P.O. BOX 1698 LUTZ, FL 33548 P: (813) 908-0402 fi F: (813) 969-0206 E.B. 8253 �� wwwffl Lu c%lN N W N W H S0 �=0 -Lu }H}WZ2(gU' � [LO—hZ2W �Luci >2w 1— Vl W - n � a a 9 ��W Hazi S O�� 2 Tzz W X = 0 0 ��� _aa8u-uw:t- ft ®\ �IOI�i�f ® .0 wN I uj z ,® - ®s jo © cv Of w 4t✓,% d®•, �0 u !0. u- e , fit, illl�� SAVE -A LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWINGS 1 2 3 4 5 STRUCTURAL KEY PLAN ASH PROJECT #: 710-009 sloo 09-08-10 � t e STRUCTURAL STEEL 552 FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE AIX "SPECIFICATIONS" FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS",'3t11 EDITION OF THE ALLOWABLE STRESS DESIGN. 553 MATERIAL SPECIFICATIONS: • ALL STEEL SHALL BE PRODUCED DOMESTICALLY. ROLLED SHAMS, PLATES AND BARS: • ASTM A36 EXCEPT WIDE FLAK SECTIONS SHALL BE ASTM A512. • PIPE: ASTM A53, TYPE E, GRADE B. • TUBES: ASTM A500 GRADE B. + ANCHOR BOLTS, RODS, NUTS AND WASHERS: ASTM A36 HEADED STUDS: ASTM A108 GRADE 1015 THROUGH 1020, COLD FINISHED CARBON STEEL, AM DU, TYPE 5- BOLTED + STRUCTURAL CONNECTIONS: UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE 3/4"DIA ASTM A325, TYPE N BOLTS INDICATED LESS THAN 5/8"DIA SHALL BE ASTM A301. • WELDED CONNECTIONS: ELECTRODES - EZOXX UNO NEW 4"X3"XI/4" STEEL ANGLE MELDED TO BRACKETS ( SEE SECTION) PROVIDE BRACING SIMILAR TO EXISTIN BRACING (MIN 2"52"XI/8" STEEL ANGLE WELDED AT JOINTS) NEW CI5X40 STEEL CHANNEL RIM BEAM WITH A 41560X 14" STEEL ANGLE WELDED TO JOIST l SEE SECTION) 2 5200 SIMILAR NEW 4"X3"XV4"STEEL ANGLE WELDED TO JOIST AND CHANNEL 555 BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT AIRE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL. FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED. SSCb ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR MELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 659 ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. STRUCTURAL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT AREAS THAT WILL RECEIVE SPRAY -ON FIRE PROTECTION SHOULD NOT BE PRIMED. 8200 NEW 3"X2 "XV4 STEEL ANGLE 15'-0°BRACKET (LONG LEG DOWN - SEE SECTION) SPACED A MAXIMUM 24"OC. V e EXISTING MASONRY WALL AND CONCRETE TIE / BEAMS EXISTING 81144" CONCRETE CANTILEVER BEAM NEW C1XI4. i STEEL CHANNEL ATTACHED TO EXISTING CONCRETE CANTILEVER BEAM 0 12"X6" CONCRETE ANCHOR BOLTS (EPDXY OR WEDGE) S 24" OZ. EXISTING BRACING (TYP) EXISTING STEEL JOISTS 24K6 `— NEW C1XI4.1 STEEL CHANNEL ATTACHED r0 EXISTING CONCRETE TIE BEAM W/ 3/8"X6" CONCRETE ANCHOR BOLTS (EPDXY OR WEDGE) 9 24" O.C. EXISTING MASONRY WALL AND CONCRETE TIE BEAMS PARTIAL PLAN AT CANOPY EXTEN51ON 14' - I'-0" NOTCH NOR ANGLE OVER EXISTING STEEL JOISTS 24K6 NEW ClX14.1 STEEL CHANNEL ATTACHED To EXISTING CONCRETE CANTILEVER BEAM W/ 1/2"X6" CONCRETE ANCHOR BOLTS (EPDXY OR WEDGE) 24" O.C. DRIP NEW 4"X3"XI/4" ANGLE REMOVE EXISTING WELDED TO CHANNEL GUTTER 4"X3"XI/4" BELOW (LONG LEG UP) ANGLE, W000 HAILERS AND SHEATHING AT NEW (2) 2X4 P.T. EXISTING EDGES WOOD NAILER CONTINUOUS 22 GA GALV. GRAVEL STOP 8"X10"GUTTER 22 L GA GALV. / NEW C15X40 STEEL / CHANNEL RIM BEAM —/ PROVIDE BRACING SIMILAR TO EXISTIN BRACING (MIN 21X20XI/8" STEEL ANGLE WELDED AT JOINTS) NEW SUSPENDED CEILING AND FASCIA TO MATCH EXISTING W/ I" METAL LATCH 4 STUCCO OVER 1-1/2" FURRWNG CHANNEL AT 16" O.C. EXISTING STEEL JOISTS 24Kb NEW 4"XYXI/4" STEEL ANGLE WELDED To BRACKETS t LONG LEG UP) 0 EXISTING 8"X24" CONCRETE CANTILEVER BEAM EXTEND ROOF BUILT-UP MEMBRANE SYSTEM TO MATCH - USE MINIMUM 20 GA STEEL DECK ATTACHED W/ 08 SELF TAPPING SCREWS 6" O.C. NEW (2) 2X4 P.T. WOOD NAILER CONTINUOUS 3/I6"TYPICAL JonNrs NEW 3"X2"XI/4 STEEL ANGLE BRACKET (LONG LEG DOWN - SEE SECTION) SPACED A MAXIMUM 24"OC. 5ECTION £5200 V2' C I'-V a SECTION CANTILEVER BEAM 9200 IR' - I'-m° EXTEND ROOF BUILT-UP MEMBRANE SYSTEM TO MATCH - USE MINIMUM 20 GA STEEL DECK ATTACHED W/ V SELF TAPPING SCREWS 6" O.C. EXISTING AREA TO REMAIN 3 5ECTION 'o"X4"X6"Xl/4" STEEL ANGLE AVER BEAM W/ (2) 3/8'X6" ANCHOR BOLTS 6"XVXI/4" STEEL PLATE W/ (2) 3/8"X6" ANCHOR BOLTS ELEVATION ' "' M ' 4.1 STEEL CHANNEL ATTACHED TO CONCRETE CANTILEVER BEAM W/ 74CWTE ANCHOR BOLTS (EPDXY E) a 24" OC. MASONRY ) CONCRETE IS EXISTING MASONRY WALL AND CONCRETE TIE BEAMS ARTISTIC SOLUTIONS HALO, INC_ (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB076@HOTMAIL.COM INTEGRAL ENGINEERING, INC. P.O. BOX 1698 pm LUTZ FL 33548 P: (813) 908-0402 F: (813) 969-0206 E.B.8253 C4 co i ¢ r� j O W NW _I tl _9 =09Z o0 y �-U-w :0wp O IZI"ZZJ tAl=- w �NL.0 wOw=== ZN a 4 �WZdFFecm w =booU- =off WON co Z w 4 '� . - g.®,e �g ✓moo � tr1 ZjN 00 ,W � Ord ® �� `r�S ts-; 07 - l to p� 2 Qr c.z 0 'o ;tit t u ® -A 0 tip I� to (p `,�� �✓ J w z III U Z � o oa J Jo a J o =; W Q = U O �W N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-02-10 OWNER REVIEW 09 08 10 PERMIT DRAWINGS 1 2 3 4 5 CANOPY DETAILS m Fy Im El ATTACH NEW A/C CURB TO EXISTING CONCRETE ROOF AS SHOWN ON DRAWING5 L ANGLE UNDER A/C rTACHED TO STEEL )RD W/ 311(0" FILLET -LD I., A. /\1 1/ 4r 11 I) � L,D TO TOI AND BOTTOM J015T CHORDS ATTACH NEW A/C CURB TO EXISTING CONCRETE ROOF AS SHOWN ON MECHANICAL DRAWINGS 1-II4 Al-114 Alf-r j.J{\f-tVf1e� t,.1/Vti1{� UNDER CUR55 AND EACH SIDE 1) WELD STEEL ANGLES TO JOISTS. 2) ATTACH CURB TO CONCRETE TOPPING AS PER MECHANICAL DRAWINGS 3) ATTACH A/C UNIT TO CURB AS PER MECHANICAL DRAWINGS. 4) IF UNIT SIZE DOES NOT MATCH JOIST SPACING, STEEL SUPPORT ANGLE SHALL SPAN BETWEEN J015T5 WITH BRIDGING AS SHOWN IN SPACE TO EITHER SIDE OF END OF ANGLE AS WELL AS UNDERNEATH AS SHOWN. 5) ALL FIELD WELDS SHALL BE WIRE BRUSH CLEANED AND COATED WITH ANTI -RUST PAINT, TYP. RTU 5UPPORT DETAIL5 v4' = l'-V ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB076QHOTMAIL.COM INTEGRAL ENGINEERING, INC. P.O. BOX 1698 -•. LUTZ, FL 33548 P: (813) 908-0402? +aff ti �; R (813)969-0206 E.B. 8253 � yip; tv SZ M1 9 S z " nUp ? ~ F- to ENKFZzw PT%§5aa oa�- m }wt_- Qw WZ(7wL �C7- ctnlM�(w _CccEL0u- m, c� O~ 0 GI F J ww �¢93 093 Tzz cD e a �Pe-$9f axn i'e��p ry w z w 0 U Z � o J a J o Jo = LL WQ=0 Q0 w �W N a z 0 F- SAVE-A LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR_ EARTH CITY, MISSOURI DATE DESCRIPTION 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWINGS 1 2 3 4 5 4� - A Pit M-11 PART 1 - GENERAL PART 2-PRODUCTS DIVISION 16000 ELECTRICAL SPECIFICATIONS 1.01 WORK INCLUDED SECTION 16120 BUILDING WIRE AND CABLE 2.01 DESCRIPTION SECTION 16010 A. Provide all labor, materials and equipment as required furnishing connections to all PART1-GENERAL A. WALL SWITCHES: 20-amp, 120/277V commercial grade. Single pole: Cooper G20-D-W GENERAL PROVISIONS electrical equipment, lights, etc. for line voltage applications (g20t-d-w for 3-way) and Cooper RP2-117 for low voltage PAR . Tl-GENERAL 1.01 WORK INCLUDED applications. PART 2 - PRODUCTS B. RECEPTACLES (multiple on a branch circuit): 15-amp, 120V commercial grade. Duplex 1.01 WORK INCLUDED (White): Leviton CR15-W. Duplex Tamper Resistant (White): Leviton CR15S-GW. 2.01 . GENERAL A. Furnish all labor, materials, and equipment as required to install all wires and cables as n the Plans, and as required to connect all electrical services and equipment. C C. RECEPTACLES (single duplex or simplex on a branch circuit): 20-amp, 120V commercial A. Furnish all labor, materials, and equipment as required by the plans and specifications to grade. Duplex (White): Leviton CR20-W. Simplex (White): Leviton 5801-W. provide a complete and operable electrical system. This specification describes the types of A. See Section 16111, Conduit Raceways; Section 16140 Wiring Devices; and Section 16120 PART 2 -PRODUCTS D. GFCI RECEPTACLES: 20-amp, 120V commercial grade. Duplex (White): Leviton 8899-W. materials, methods, and management to be utilized. This includes the work listed in this Wire and Cables for additional requirements. Provide final connections for equipment Receptacles serving vending machines and drinking fountains shall be GFCI type. division as well as equipment furnished under other divisions not specifically mentioned consistent with the following: E. ISOLATED GROUND (IG) RECEPTACLES (multiple on a branch circuit): 15-amp, 120V herein. 2.01 MATERIALS industrial grade. B. Guarantee all materials and labor fora period of (1) year from date of substantial completion. Pass on any additional manufacturer warranties to the owner. 1. Permanently installed fixed equipment -flexible seal-tite conduit from branch AAll A. be F. ISOLATED GROUND (IG) RECEPTACLES (single duplex or simplex on a branch circuit): 20-amp, 120V industrial circuit terminal equipment, or raceway; to equipment, control cabinet, terminal wiring g shall copper unless specifically noted otherwise on plans, grade. junction box, or wiring terminals. Totally enclose all wiring in raceway. B. Minimum size conductors and insulation types: G. OCCUPANCY SENSORS (wall mounted): Maximum load of 80OW at 120V or 120OW at 1.02 CODES AND STANDARDS 2. Movable and/or portable equipment - wiring device, cord cap, and 277V, Watt Stopper WS-200-W. Adjust for 15 minute time delay and appropriate multi -conductor cord suitable for the equipment and in accordance with NEC 1. Branch circuits and feeders, # 1.2 AWG THHN/THWN. sensitivity. A. All equipment, materials, and methods of. design and installation are to comply with the requirements -(Article 400). 2. Service entrance, XHHW. H. OCCUPANCY SENSORS (ceiling mounted 10'AFF or less): Maximum load of 80OW at National Electrical Code (NEC), the Occupational Safety and Health Act (OSHA), and the 3. Other methods as required by the National Electrical Code and/or as required by 3. Control circuits, # 14 AWG THHN/THWN. 120V or 120OW at 277V, Watt Stopper DT-355-W. Adjust for 15 minute time delay and appropriate sensitivity. requirements of applicable local codes. Codes and standards of the following organizations special equipment or field conditions. may be referred to in this section and shall be considered as the minimum acceptable. A 1. SECURITY ROUGH -IN: provide flush 4"sq box at 48" AFF with 3/4" conduit and reference. herein to any portion of the standard or code is not to be considered as negating C. MC Cable may be used in lieu of conduit and wire where installed in accordance with all pullstring extended accessible location above ceiling for security access pad. Coordinate any other portion of the standard or code. PART 3 - EXECUTION of the following conditions. installation with security vendor. J. POWER POLE: Dual service, Wiremold DTP-25. 1. National Electrical Code (NEC), 2008 ed. 3.01 INSTALLATION OF ELECTRICAL CONNECTIONS 1 . Concealed only. K. TIMER SWITCH: Digital adjustable with a range of 5 minutes to 12 hours. Maximum. load 2. National Electric Manufacturers Association (NEMA) 2. Per requirements of the NEC and local codes. of 80OW at 120V or 120OW at 277V, Watt Stopper TS-400. 3. Underwriters Laboratories, Inc. (UL) A. Make electrical connections in accordance with connector manufacturer's written 3. Branch circuits 30 amps and below. L. PHOTOCELL: Weatherproof, adjustable. Intermatic K4100 series. 4. Florida Building Code (FBC), 2007 ed. with all 2009 Supplements instructions and with recognized industry practices, and complying with requirements of NEC and NECA's, "Standard of Installation" to ensure that products fulfill requirements. 4. Where installed after the first junction box from a panel, i.e. do not connect MC M. LIGHTING CONTROL PANEL: see plans, provide all components necessary to control the number of over -ride switches shown. 5. Florida Fire Prevention Code, 2007 ed. with all 2009 Supplements B. Connect electrical power supply conductors to equipment conductors in accordance with cable to panelboards. equipment manufacturer's written instructions and wiring diagrams. D. Where specified, cords shall be extra hard usage type,. sunlight and water resistant, with 1.03 EQUIPMENT, MATERIAL AND WORKMANSHIP C. Verify all electrical loads (voltage, phase, full load amperes, number and point of strain relief. PART 3-EXECUTION connections, minimum circuit ampacity, etc.) for equipment furnished under other Sections A. All equipment and material shall be new unless allowed below, free from defects, of of this specification, by reviewing respective shop drawings furnished under each section. PART 3 - EXECUTION 3.01 GENERAL current manufacture, and listed by Underwriters Laboratories, Inc., (UL) where UL Report any variances from electrical characteristics noted on the electrical drawings to the requirements apply. All materials are to be products of reputable and experienced Engineer before proceeding with rough -in work. 3.01 INSTALLATION manufacturers. D. Obtain and review the equipment shop drawings to determine particular final connection A. All devices are to be installed in 4" square boxes, except when 'installed in masonry. B. Existing raceways and outlet unction boxes may be reused where they are properly requirements before rough in begins for each equipment item. A. Color coding shall be as follows: B. Cover plates in commercial kitchens shall be type 302 stainless steel. All other cover plates installed and contain no defects or damage. shall be smooth white nylon unless otherwise specified herein. C. Provide protection for materials and equipment against loss or damage throughout the ***END OF SECTION*** C. Cover plates for exterior receptacles shall be weatherproof while -in -use. contract. Provide protection from the effect of weather prior to installation, store items to Voltage Phase A Phase B Phase C Neutral D. Cover plates for light switches in exterior, cooler, and freezer applications shall be be installed in indoor weather protected location. SECTION 16111 120/208 Black Red Blue White equivalent to Carlon E98TSCN-CAR weatherproof cover. D. Following installation, protect materials and equipment from corrosion, physical damage CONDUIT RACEWAYS E. Note mounting heights indicated by the symbology and notes on the plans. and effects of moisture on insulation. B. Provide a green grounding conductor in all raceways except service entrance. Provide a F. All devices shall have a bonding pigtail conductor from grounding terminal to the metal E. Do not cut or notch any structural member or building surface without specific approval of PART 1-GENERAL green with yellow stripe conductor in raceways with isolated ground conductors specified box system (except IG). Self -grounding receptacles using mounting screws as bonding the Structural Engineer. on plans. means are not approved. F. All work will be performed by accomplished, qualified and experienced personnel C. Provide conductors with identification tags as manufactured by Brady or approved equal. G. Except as otherwise indicated on the Drawings, mount devices flush, with long dimension working under continuous competent supervision. 1.01 WORK INCLUDED D. Install wires and cables continuous without splices from source of supply to distribution vertical, and grounding pin on receptacles on bottom. Group adjacent switches and G. Contractor shall restore fire ratings of all rated assemblies penetrated with the appropriate equipment and from source of supply to motors, lighting, or power outlets. Do not use pull receptacles under a single, multi -gang wall plate. Where communications outlets are assembly: W-L-1049, W-L-3214, W-L-4008, C-AJ-1353, C-AJ-1080, W+1055, or equivalent A. Furnish all labor, materials and equipment as required to install all flexible or rigid conduit, boxes for making splices. Do not install splices in conduits or trench. shown adjacent to power receptacles, both shall be installed at same elevation. suitable with penetrant and wall/ floor assembly. couplings, supports and nonmetallic ducts, as shown on the Plans. E. Support vertically installed conductors at intervals not to exceed those allowed by the NEC. Do not splice vertically installed conductors. ***END OF SECTION*** 1.04 PERMITS PART 2 - PRODUCTS F. Remove any existing wiring (line voltage and -low voltage) which is abandoned in place or will become obsolete due to construction. SECTION 16170 A. Obtain and pay for all permits and inspections pertinent to the electrical installation. 2.01 MATERIALS GROUNDING AND BONDING ***END OF SECTION*** 1.05 SITE INSPECTION A. GENERAL: Provide conduit, and fittings of types, grades, sizes, and weights (wan PART 1- GENERAL thicknesses) as indicated; with minimum trade size of 1/2" above grade and 3/4" below SECTION 16130 A. Prior to submitting a bid, visit the project site and ascertain conditions affecting the grade. PULL AND JUNCTION. BOXES 1.01 WORK INCLUDED I proposed work and all existing electrical facilities. B. Electrical Metallic Tubing (EMT) with die cast or steel set -screw fitting for dry and damp B. Furnish all labor associated with accompanying Engineer during observations of construction. locations, compression for wet locations. C. RIGID METAL CONDUIT (RMC) with threaded fittings and UL 6 listing. PART 1 -GENERAL A. Grounding electrodes and conductors, equipment grounding conductors and bonding. D. RIGID NON-METALLIC CONDUIT (RNC): Schedule 40, with matching glue -on socket 1.01 DESCRIPTION 1.06 TEMPORARY INSTALLATION fittings. PART 2 - PRODUCTS E. FLEXIBLE METALLIC CONDUIT (FMC): Galvanized interlocked steel strip with positive locking cadmium plated steel or malleable iron fittings. A. Construct junction or pull boxes less than 100 cubic inches as "standard outlet boxes". 2.01 ROD ELECTRODE A. Provide all temporary lighting and power required by other trades. F. LIQUID -TIGHT FLEXIBLE METAL CONDUIT (LT): Provide liquid -tight, flexible metal B. Construct junction or pull boxes greater than 100 cubic inches as "cabinets". B. Temporary installation shall conform to the requirements of the NEC, OSHA, and the State conduit; constructed of single strip, flexible continuous, interlocked, and double -wrapped C. Provide all covers of same gauge metal and include screws. A. Material: Copper -clad steel. and local governing bodies. steel; galvanized inside and outside; coated with liquid -tight jacket of flexible polyvinyl C. Pay all cost for temporary power services and power usage charges until project final chloride (PVC) with positive locking cadmium plated steel or malleable iron fittings and PART 2 - PRODUCTS acceptance by owner. compression type steel ferrule and neoprene gasket sealing rings. B. Diameter: 3/4" minimum. G. ELECTRICAL RIGID ALUMINUM CONDUIT (ERAC): Provide electrical rigid aluminum C. Length: 10'minimum. Rod shall be driven at least 9'-6" deep. 1.07 SHOP DRAWINGS conduit with threaded fittings; constructed of light weight, corrosion resistant, non -toxic 2.01 STANDARD OUTLET BOXES D. Provide the number of rods required to obtain proper ground resistance. and non-combustible aluminum alloy manufactured in accordance with ANSI C80.5. A. Submit 6 copies of all project submittal data and shop drawings. H. EXPANSION FITTINGS: OZ Type AX, or equivalent to suit application. A. Make of material resistant to corrosion or suitably protected, both internally and externally 2.02 MECHANICAL CONNECTORS by galvanizing. B. Submit complete shop drawings for review prior to p . urchase of the following: 2.02 SCHEDULE OF LOCATIONS B. Boxes installed iri damp or wet locations shall be U.L. approved for the purpose, C. Metal boxes to meet NEC construction specifications. A. The mechanical connector bodies shall be manufactured from high strength, high 1. Light fixtures. conductivity cast copper alloy material. Bolts, nuts, washers and lock washers shall be 2. Wiring devices. A. RMC in all areas subject to physical damage to an elevation of 48" AFF/AFG. D. Boxes exposed or surface mounted shall be die-cast or permanent- mold cast aluminum body made of Silicon Bronze and supplied as a part of the connector body and shall be of the two B. EMT for all above grade areas I in the building unless noted otherwise. with threaded external hub and cast cover. bolt type. 3. Panelboards, switchboards, safety switches, and fuses. C. RNC for all areas below grade. B. Split bolt connector types are NOT allowed. D. LT for all exposed locations within coolers and freezers. 2.02 CABINETS C. The connectors shall meet or exceed UL 467 and be clearly marked with the catalog 1.08 RECORD DRAWINGS number, conductor size and manufacturer. E. ERAC for all exposed locations within food processing rooms. A. Maintain a neatly marked set of record drawings showing installation location, and/or F. Make connections to motors and equipment with FMC and LT as environmental conditions dictate. A. 14 gauge sheet steel with corrosion resistant finish. B. Ample space for wires, connections and equipment. 2.03 COMPRESSION CONNECTORS routing of conduits, depth of buried cables, pull boxes, junction boxes, outlets, and a C. Cabinet fronts: Sheet steel panels with hinged door and locking provisions. single -line diagram of the building electrical distribution system and floor plans indicating location and area served for all distribution. After final inspection, within 30 days after the PART 3 - EXECUTION D. Flush cabinets: Cover shall be approximately 3/4" larger than cabinet on all sides, set with A. The compression connectors shall be manufactured from pure wrought copper. The date of system acceptance, transfer all record information to the Owner as required in the front firmly against the finished wall surface. conductivity of this material shall be no less than 99% by IACS standards. contract. 3.01 INSTALLATION B. The installation of the connectors shall be made with a compression, tool and die system, B. An operating manual and maintenance manual shall be provided to the building owner. PART 3 - EXECUTION as recommended by the manufacturer of the connectors. The manuals shall include, at a minimum, the following: C. The connectors shall be clearly marked with the manufacturer, catalog number, conductor 1 . Submittal data stating equipment rating and selected options for each piece of A. Install conduit concealed in all areas where possible. 3.01 INSTALLATION size and the required compression tool s'ettings. equipment requiring maintenance. B. Coordinate installation of conduit in masonry work. D. Each connector shall be factory filled with an oxide -inhibiting compound. 2. Operation manuals and maintenance manuals for each piece of equipment C. Do not install conduit larger than 2-1/2" in concrete slabs. Provide a minimum concrete requiring maintenance. Required routine maintenance actions shall be clearly cover over conduits of two inches, but not less than required to maintain any established A. Install junction boxes so that covers are readily accessible after the completion of the PART 3 EXECUTION identified. fire ratings. installation. . 3. Names and addresses of at least one qualified service agency. D. Plug ends of conduits to prevent entry of dirt or moisture. Provide non -shrinking electrical B. Mount rigidly in place with front of box level and plumb. 3.01 G ENERAL putty to seal conduits which emerge from grade after conductors are installed. C. Secure flush covers with corrosion resistant screws or bolts. PART 2 -EXECUTION E. Route all exposed conduits parallel or perpendicular to building lines. D. Provide each pull box with sufficient clamps to which cables shall be secured in neat and A. Install Products in accordance with manufacturer's instructions. F. Do not exceed number of bends iri conduit beyond that allowed by the NEC. orderly fashion permitting ready identification. B. Mechanical connections shall be accessible for inspection and checking. No insulation shall 2.01 INSTALLATION G. Keep conduits at least 12" away from gas lines and hot water pipes, and in no case permit E. Mount pull boxes connected to concealed conduits with covers flush with the finished wall. be installed over mechanical ground connections. conductors to reach higher than rated temperatures. C. Attach grounds permanently before permanent building service is energized. H. Fasten raceways securely in place. Firmly fasten conduit within three feet of each outlet, ***END OF SECTION*** D. Install rod electrodes at "non -trip -hazard" locations indicated or as required by Code, A. The electrical plans show general arrangements and locations for equipment conduit, junction box, cabinet, or fitting. Support metallic conduit in accordance with the NEC. Use whichever requires the most rods. Install additional rod electrodes as required to achieve outlets, etc. Unless detailed or dimensioned, exact locations of conduit, routing of cables "bolt -on" raceway fasteners designed for the purpose in exposed and wet areas, "snap -on" specified resistance to ground. and placement of equipment will be governed by structural conditions, physical black metal "Caddy" clips in metal stud walls and above ceilings. All fasteners, straps, SECTION 16140 E. Provide bonding to meet NEC Requirements, including but not limited to bonding interference, and locations of electrical termination on equipment. Examine architectural, clips, etc. shall be UL listed for their use. Where conduit is surface mounted in kitchen, WIRING DEVICES between telephone, television, and security systems. structural, and mechanical plans and shop drawings for the various equipment in order to secure with stand-off style straps which allow all sides of the conduit to be cleaned. determine exact routing and placement of all raceways, cables, and equipment, to assure a workable installation in accordance with NEC. I. Weatherproof any pene etration through exterior of building including slab on grade. PART 1 -GENERAL 3.02 FIELD QUALITY CONTROL J. Provide pull boxes as dictated by wire pulling requirements. Unless shown otherwise, face ***END OF SECTION*** into secondary or unfinished rooms. 1.01 WORK INCLUDED A. Inspect grounding and bonding system conductors and connections for tightness and K. All raceways shall be kept at least 1-1/2" away from metal roof decking. proper installation. SECTION 16070 L. Make watertight roof penetrations at equipment served. Conduits shall not be run A. The work under this section includes wall switches, receptacles, occupancy sensors, wall B. Measure ground resistance from system grounding electrode connection at service ELECTRICAL CONNECTIONS FOR EQUIPMENT I PMENT horizontally exposed on top of roofs. dimmers, device plates and box covers, poke -through service fittings, access floor boxes, entrance (neutral -ground bond removed) to earth ground reference point using suitable ***END OF SECTION*** photocells and time clocks. ground testing equipment. Resistance shall not exceed 25 ohms. ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB076@HOTMAIL.COM ,%011111 111 1/,//, 0 N 8 8722 Z STATE OF :gyp P .. N ......... /ONAC�� Ir LLI Z LU 0 0 0 Z .J 0- 0 _J 0 LL < F_ >. Z Z) LULU Cc < M 0 C) > Z) O < 0 Y) ULJ Cl) NIL UJ Z 3: 0 F_ SAVE -A -LOT TENAN`_'FBU1LD-(`U-1_ RENOVATION PROJECT ADDRESS: TOV!NVIFVY Cf,1.UARE SHOPI 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 335ill PA'S(,"110 COUl',JTV SUPERVALU COMPAPW CLIENT ADDRESS: 100 (;C,F1,PORA1,­E OFRCE DR EAR'I­H GITY, MISSOURI DATE DESCRIPTION t)19,02-10 OWNER REVIEW 007-0,18)-10 PERMI"I'DRAWINIGS ISPECIFICATIONS ASH PROJECT #: 710-009 E001 09-02-10 a a IN I x..EN U OF bEC I1UN" SECTION 16426 DISTRIBUTION EQUIPMENT PART 1- GENERAL 2.01 MATERIALS 1.01 WORK INCLUDED A. Outlet boxes shall consist of 4" square deep boxes. Provide minimum 3-1/2" deep boxes unless required otherwise by field conditions. A. Standard and custom products equivalent to Square D, NQOD, NF, I -Line panelboards, B. Provide backboard in telephone equipment rooms consisting of 3/4" deep X 4' wide X 8' and QMB switchboards, as well as safety switches, contactors, and starters. Cutler high AC plywood unless noted otherwise on plans. Hammer, Siemens, and GE are acceptable manufacturers. C. Provide backboards. in tenant spaces consisting of 3/4" deep X 4' wide X 4' high AC plywood unless noted otherwise on plans. PART2-PRODUCTS PART 3 - EXECUTION 2.01 MATERIALS 3.01 INSTALLATION A. All distribution gear shall have a ground bus. B. For 4-wire systems, the neutral bus shall be the equivalent ampacity as the phase bus bars. A. Provide minimum 1" conduits from outlet boxes to accessible space above ceiling. Where C. Provide permanent plastic nametag indicating name of each switchboard, panelboard, and hard ceilings are installed, route conduit to nearest accessible location. transformer as well as a permanent plastic nametag indicating each load fed for each B. Paint both sides of telephone backboards with 2 coats of fire retardant paint prior to switchboard. installation. D. All panelboards and switchboards shall use bolt -on circuit breaker overcurrent devices. C. Provide (1) 2" conduit from main telephone terminal board to telephone terminal board in E. Provide circuit breakers UL listed as Type HACR for air conditioning equipment branch tenant space. circuits. D. Provide ground bar at each telephone backboard location. Provide a #4 Green copper F. Do not use tandem circuit breakers. ground from each ground bar to main telephone systems ground or to building grounding electrode system. G. Safety switches used for service disconnecting means shall be Heavy Duty, 100,000 AIC E. Provide a pull string in all conduits. minimum. All others may be General Duty. H. Provide Class L fuses for individual motors, 50 hp and larger; Class J for service mains including tenant meter disconnects downstream of mains; Class RK5 fuses for all other ***END OF SECTION*** applications. I. Refer to panel schedules for ampacities, voltage, phase, NEMA rating, mounting configuration, AIC rating, and accessories. J. Lighting contactors shall have 30 amp rated contacts, minimum. K. Provide a typewritten panel directory for each panelboard or loadcenter with sufficient detail to distinguish each circuit from all others within the panelboard or loadcenter. L. Where a shared neutral conductor is used for multiple branch circuits, contractor shall group circuits together in panel and provide a manufacturer furnished handle -tie to simultaneously trip all of the circuits sharing the neutral. PART 3 - EXECUTION 3.01 INSTALLATION A. Install panelboards plumb with wall finishes with height 6'-6" AFF to top. B. Provide filler plates for unused spaces in panelboards. C. Inspect for physical damage, proper alignment, anchorage, and grounding. Check proper installation and tightness of connections. D. Rigidly mount disconnects and starters adjacent to load served, maintaining working clearance required by NEC. E. Electrical equipment, such as switchboards, panelboards, industrial control panels, meter socket enclosures, and motor control centers, that are in other than dwelling occupancies, and are likely to require examination, adjustment, servicing, or maintenance while energized shall be field marked to warn qualified persons of potential electric arc flash hazards. Provide factory labels to comply. ***END OF SECTION*** SECTION 16500 INTERIOR LIGHTING PART 1-GENERAL 1.01 QUALITY ASSURANCE A. Comply with NEC requirements as applicable to wiring types and lengths for fixture whips. Provide lighting components and fittings that are UL-listed and labeled. PART 2 - PRODUCTS 2.01 MATERIALS A. Lighting fixtures shall be the type indicated on Drawings and as specified. Fixtures of same type shall be of identical make, design, and appearance. Size of lighting fixtures shall be as specified for the lamp or fixture wattage indicated on Drawings. Specific manufacturer and model number references are indicated as a standard of quality and other manufacturers may be supplied provided the product meets or exceeds the specifications. B. Ballasts shall comply with applicable state, federal and industry performance safety standards including FCC requirements governing electromagnetic and radio frequency interference, IEEE standards for line voltage transient protection and harmonic distortion. C. Ballasts shall comply with 2008 NEC 410.130 (G) requirement for integral disconnecting means. D. Provide lamps with lighting fixtures. Lamps shall be as manufactured by General Electric, Philips, Venture, or Sylvania. E. Fluorescent lamps shall be 835. PART 3 - EXECUTION 3.01 INSTALLATION A. Clean surfaces of dirt, cement, plaster and debris. Furnish cleansers compatible with material surfaces being cleaned. B. Replace defective lamps and ballasts. C. Support recessed fixtures in ceilings as follows: Fixtures shall be independently supported from structure above using (2) ceiling tie -wires per fixture at diagonal corners. D. Recessed fixtures shall fit snugly against ceilings to prevent light leakage. E. Light fixtures and associated wiring shall be installed in accordance with NEC Article 410. ***END OF SECTION** SECTION 16741 TELEPHONE AND DATA SYSTEM PART1-GENERAL 1.01 QUALITY ASSURANCE A. Comply with applicable requirements of NEMA and UL standards. Provide products and components that have been UL listed and labeled. PART 2 - PRODUCTS PROJECT DEMOLITION NOTES 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BECOME AWARE OF ALL EXISTING CONDITIONS AFFECTING THEIR WORK PRIOR TO BID. 2. CONTRACTOR SHALL VERIFY THAT EXISTING ELECTRICAL WORK TO REMAIN IS PROPERLY INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. CONTRACTOR WILL NOT SUBMIT CHANGE ORDER REQUESTS PERTAINING TO CORRECTIVE ACTION FOR THESE ITEMS, RATHER INCLUDE IN ORIGINAL BID ANY COSTS ASSOCIATED WITH CORRECTIVE ACTION. 3. CONTRACTOR IS ADVISED THAT EXISTING LOADS AND CONTROLS TO REMAIN INCLUDE HVAC AND EXISTING RECEPTACLES (WHERE COMPATIBLE WITH THE RENOVATION). CARE SHOULD BE TAKEN TO ENSURE THESE LOADS ARE PROPERLY CONNECTED UPON COMPLETION. 4. EXISTING CONDUITS, WHERE APPLICABLE, MAY BE REUSED. 5. CONTRACTOR SHALL REMOVE THOSE ITEMS WHICH ARE NOT REUSED DUE TO RENOVATIONS AND PROPERLY DISPOSE OF OFF SITE. THIS INCLUDES BUT IS NOT LIMITED TO LINE AND LOW VOLTAGE CONDUCTORS, RACEWAYS, SAFETY SWITCHES, LIGHT FIXTURES, RECEPTACLES, ETC. 6. WHERE PANEL SCHEDULES INDICATE NEW CIRCUIT BREAKERS ARE TO BE INSTALLED, CONTRACTOR SHALL MAINTAIN PANELBOARD/LOAD CENTER UL AND AIC RATING. 7. CONTRACTOR SHALL REPLACE DEFECTIVE LAMPS AND BALLASTS AND CLEAN LENS/LOUVER/FIXTURE FOR FIXTURES WHICH ARE TO REMAIN. 8. CONTRACTOR SHALL SCHEDULE ANY DISRUPTION WHICH MAY OCCUR TO OTHER TENANTS IN THE BUILDING WITH THOSE TENANTS AND THE LANDLORD ONE WEEK PRIOR TO THE REQUIRED EVENT. ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING SYMBOL DESCRIPTION MOUNTING O CEILING LIGHT FIXTURE. SEE FIXTURE SCHEDULE. DUPLEX RECEPTACLE. SEE SPECIFICATIONS. 16" AFF TO CENTERLINE UON. 0 CEILING LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. DUPLEX RECEPTACLE, ABOVE COUNTER. SEE SPECIFICATIONS. 44" AFF TO CENTERLINE UON. O -- WALL WASH LIGHT FIXTURE. ARROW INDICATES WASH DIRECTION. SEE FIXTURE SCHEDULE. rn 11" DUPLEX RECEPTACLE, ONE-HALF SWITCHED. SEE SPECIFICATIONS. 16" AFF TO CENTERLINE UON. 4 WALL BRACKET LIGHT FIXTURE. SEE FIXTURE SCHEDULE. ® DUPLEX RECEPTACLE, FLOOR OR POKE-THRU. SEE SPECIFICATIONS. FLUSH IN FLOOR UON. WALL BRACKET LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. _ DOUBLE DUPLEX RECEPTACLE. SEE SPECIFICATIONS. 16" AFF TO CENTERLINE UON. Q WALL BRACKET LIGHT FIXTURE. SEE FIXTURE SCHEDULE. DOUBLE DUPLEX RECEPTACLE, ABOVE COUNTER. SEE SPECIFICATIONS. 44" AFF TO CENTERLINE UON. WALL BRACKET LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. T SIMPLEX RECEPTACLE. SEE SPECIFICATIONS. 16" AFF TO CENTERLINE UON. WALL MOUNTED SCONCE LIGHT FIXTURE SEE FIXTURE SCHEDULE. SPECIAL RECEPTACLE. NEMA CONFIGURATION AS NOTED. 68" AFF TO CENTERLINE UON. Ah WALL MOUNTED SCONCE LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. MULTI -OUTLET SURFACE RACEWAY WITH NEMA 5-15R SIMPLEX RECEPTACLES AT 12" CENTERS UON. 44" AFF TO CENTERLINE UON. ® ® V X V LIGHT FIXTURE. SEE FIXTURE SCHEDULE. no 208Y/ 120V OR 240/ 120V PANELBOARD. 78" AFF TO TOP. ® V X 1' LIGHT FIXTURE WITH. EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. 105— 277Y/480V PANELBOARD. 78" AFF TO TOP. ® 2' X 2' LIGHT FIXTURE. SEE FIXTURE SCHEDULE. '� DISCONNECT SWITCH. NEMA/AMPS/POLE/FUSE/VOLTAGE. PROVIDE NEMA 1, 600V UON. AS NOTED. 2' X T LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. m MOTOR STARTER. AS NOTED. 2' X 4' LIGHT FIXTURE. SEE FIXTURE SCHEDULE. MJ COMBINATION MOTOR STARTER/DISCONNECT SWITCH. NEMA/AMPS/POLE/FUSE/VOLTAGE. PROVIDE NEMA 1, 600V UON. AS NOTED. 2' X T LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. EM4::p ELECTRIC DUCT HEATER. BY OTHERS. SURFACE MOUNTED LIGHT FIXTURE. SEE FIXTURE SCHEDULE. N MOTOR CONNECTION OR EXHAUST FAN. BY OTHERS. ® SURFACE MOUNTED LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. Q POWER POLE WITH POWER AND COMMUNICATIONS RACEWAY PROVISIONS AS NOTED. AS NOTED. WALL MOUNTED LIGHT FIXTURE. SEE FIXTURE SCHEDULE. v COMMUNICATIONS/DATA OUTLET. 16" AFF TO CENTERLINE UON. WALL MOUNTED LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. ® COMMUNICATIONS/DATA OUTLET, FLOOR OR POKE-THRU. FLUSH IN FLOOR UON. I--O-i FLUORESCENT STRIP LIGHT FIXTURE. SEE FIXTURE SCHEDULE. ® COMBINATION COMMUNICATIONS/DATA AND DUPLEX RECEPTACLE OUTLET, FLOOR BOX. FLUSH IN FLOOR UON. FLUORESCENT STRIP LIGHT FIXTURE WITH EMERGENCY POWER BACKUP. SEE FIXTURE SCHEDULE. ® COMBINATION COMMUNICATIONS/DATA AND QUAD RECEPTACLE OUTLET, FIRE RATED POKE-THRU. FLUSH IN FLOOR UON. 00-- FLOOD LIGHT FIXTURE. SEE FIXTURE SCHEDULE. P D FURNITURE SYSTEM BASE FEED (POWER AND DATA), REFER TO NOTES AND SPECIFICATIONS. AS NOTED. yy TRACK LIGHT FIXTURE (STRAIGHT). SEE FIXTURE SCHEDULE. 4 CABLE TV OUTLET. 18" AFF TO CENTERLINE UON. TRACK LIGHT FIXTURE (CURVED). SEE FIXTURE SCHEDULE. 4 SECURITY SYSTEM CARD READER OUTLET. 48" AFF TO CENTERLINE UON. PENDANT MOUNTED LIGHT FIXTURE. SEE FIXTURE SCHEDULE. 4 SECURITY SYSTEM PUSH -PAD OUTLET. 48" AFF TO CENTERLINE UON. ACCENT LIGHT FIXTURE. SEE FIXTURE SCHEDULE. SECURITY SYSTEM CLOSED CIRCUIT TV CAMERA. AS NOTED. CEILING FAN. SEE FIXTURE SCHEDULE. ® FIRE ALARM SYSTEM CONTROL PANEL. 78" AFF TO TOP. ® SINGLE -FACE CEILING MOUNTED EXIT SIGN WITH AIMING ARROWS AS INDICATED. FILL REPRESENTS READABLE FACE DIRECTION. SEE FIXTURE SCHEDULE. ® FIRE ALARM SYSTEM REMOTE ANNUNCIATOR PANEL. 66" AFF TO TOP. TWO -FACE CEILING MOUNTED EXIT SIGN WITH AIMING ARROWS AS INDICATED. FILL REPRESENTS READABLE FACE DIRECTION. SEE FIXTURE SCHEDULE. Q FIRE ALARM SYSTEM SMOKE DETECTOR. CEILING UON. WALL MOUNTED EXIT SIGN WITH AIMING ARROWS AS INDICATED. FILL REPRESENTS READABLE FACE DIRECTION. SEE FIXTURE SCHEDULE. s FIRE ALARM SYSTEM DUCT TYPE SMOKE DETECTOR. IN SUPPLY DUCT > 2,000 CFM IN RETURN DUCT > 15,000 CFM WALL MOUNTED EMERGENCY BATTERY PACK LIGHT FIXTURE. SEE FIXTURE SCHEDULE. FIRE ALARM SYSTEM HEAT DETECTOR. CEILING UON. ' COMBINATION EMERGENCY BATTERY LIGHT AND EXIT SIGN WITH .AIMING ARROWS AS INDICATED. FILL REPRESENTS READABLE FACE. SEE FIXTURE SCHEDULE. FIRE ALARM SYSTEM PULL STATION. 48" AFF TO CENTERLINE UON. OC] POLE MOUNTED LIGHT FIXTURE. SEE FIXTURE SCHEDULE. T� FIRE ALARM SYSTEM TAMPER SWITCH. FIELD COORDINATE. SINGLE -POLE TOGGLE SWITCH. 48" AFF TO CENTERLINE UON. ❑F FIRE ALARM SYSTEM FLOW SWITCH. FIELD COORDINATE. $2 TWO -POLE TOGGLE SWITCH. 48" AFF TO CENTERLINE UON. ® FIRE ALARM SYSTEM RELAY CONTROL MODULE. FIELD COORDINATE. $3 THREE-WAY TOGGLE SWITCH. 48" AFF TO CENTERLINE UON. M❑ FIRE ALARM SYSTEM MONITORING MODULE. FIELD COORDINATE. $4 FOUR-WAY TOGGLE SWITCH. 48" AFF TO CENTERLINE UON. ❑D FIRE ALARM SYSTEM MAGNETIC DOOR HOLDER. ON WALL 6" BELOW TOP OF DOOR. $° OCCUPANCY SENSOR SWITCH. 48" AFF TO CENTERLINE UON. FIRE ALARM SYSTEM HORN. 80" AFF TO BOTTOM. $M MOMENTARY CONTACT TOGGLE SWITCH. 48" AFF TO CENTERLINE UON. ® FIRE ALARM SYSTEM STROBE, 75 CANDELA UON. 80" AFF TO BOTTOM. $T TIMER SWITCH. 48" AFF TO CENTERLINE UON. FIRE ALARM SYSTEM HORN/STROBE, 75 CANDELA UON. 80" AFF TO BOTTOM. 0100 DIMMER SWITCH. PROVIDE WATTAGE RATING INDICATED. 48" AFF TO CENTERLINE UON. FIRE ALARM SYSTEM CEILING MOUNTED HORN/STROBE, 75 CANDELA UON. SURFACE ON CEILING. CEILING MOUNTED OCCUPANCY SENSOR SWITCH. CEILING UON. u FIRE ALARM SYSTEM MINI -HORN. 80" AFF TO BOTTOM. 0 JUNCTION BOX OR OUTLET BOX. AS NOTED. R FIRE ALARM SYSTEM BELL. 96" AFF TO TOP UON. -----II- GROUND ROD. AS NOTED. o • UP DN CONDUIT RUN UP OR DOWN AS NOTED. \ CONDUIT CONCEALED IN WALL OR ABOVE CEILING. SEE SPECIFICATIONS. PHASE, NEUTRAL, EQUIPMENT GROUND, AND ISOLATED GROUND. ALL HOMERUNS SHALL BE 1/2" CONDUIT WITH 3 #12 UON. 1' CONDUIT CONCEALED IN SLAB OR UNDERGROUND. SEE SPECIFICATIONS. 00 REFER TO KEYED NOTES. ------- CONDUIT EXPOSED ON WALL OR CEILING. SEE SPECIFICATIONS. ABBREVIATIONS ABBREVIATIONS AFF ABOVE FINISHED FLOOR. HID HIGH INTENSITY DISCHARGE. AFG ABOVE FINISHED GRADE. HP HORSEPOWER. ATS AUTOMATIC TRANSFER SWITCH. IG ISOLATED GROUND.' BFG BELOW FINISH GRADE. LCP LIGHTING CONTROL PANEL C CONDUIT. LSIG LONG, SHORT, INSTANTANEOUS, GROUND FAULT TRIP SETTINGS. CLG CEILING MOUNTED. N NEW. DN CONDUIT DOWN. NEUT NEUTRAL. E EXISTING. NF NON -FUSED. EC ELECTRICAL CONTRACTOR. NL NIGHT LIGHT. EG EQUIPMENT GROUND. NP NAMEPLATE. EXP EXPLOSION PROOF. PNL PANEL. EWC ELECTRIC WATER COOLER. RE RELOCATED. EWH ELECTRIC WATER HEATER. UON UNLESS OTHERWISE NOTED. FTL FEED THRU LUGS (FEED DOWNSTREAM SECTION WITH IDENTICAL FEEDER AS PREVIOUS SECTION) UPS UNINTERRUPTIBLE POWER SUPPLY. GEC GROUNDING ELECTRODE CONDUCTOR. WP WEATHERPROOF. GFI GROUND FAULT INTERRUPTER (BREAKER) / GROUND FAULT CIRCUIT INTERRRUPTER (RECEPTACLE). XFMR TRANSFORMER 3 11eiEwlaf ee +s \G E SF No. 22 -.0 STATE OF s X w I— Z L.LI U Q 0 z _J o J� 0 _J Iz O J O ILL <= W >: �-- w >- Z LIJ � Q = O U 0 Qcn �+ W a N w Z O i— SAVE-A-LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWINGS LEGEND AND SPECIFICATIONS ASH PROJECT #: 710-009 E002 09-02-10 �_... �..,,..,. __ ...:.... Fixtures i 1 A Daybrite, TT232-120-1/4EB/P118 Tandem 8' 4 lamp strip with Lithonia or quick connectors & Sylvania HE QHE ballast Williams All Daybrite, T232-120-1/2-EB/P114 4' T8 2 lamp strip with quick Lithonia or connectors & Sylvania QHE HE ballast Williams • Save -A -Lot has a Purchase Agreement, with Villa Lighting & Osram Sylvania, which Hangers Daybrite CTBH-1 T-bar hangers 1 SET PER secures favored pricing for lighting fixtures and lamps used on Save -A -Lot Projects. FIXTURE chain Daybrite FKR126 Chain hangers if needed Call Dan Zipf, with Villa lighting, at (314) 633-0422 or (800) 325-0963 or Len Segal, with Osram Sylvania, at (513) 288-2404 for pricing information. Lighting fixtures that are hangers Misc. T8TUBEGD Tube Guards common to most Save -A -Lot applications can be selected from the following Standard Bill of Material B Daybrite, TDWAE232-120-1/2EB-LT 8' T8 4 lamp covered strip w/ 0 Lithonia or degree ballast Lamps HE SYL F032/835/XP/EC03 Williams 131 Daybrite, DWAE232-120-1/2EB-LT 4' T8 2 lamp covered strip w/ 0 Lithonia or degree ballast HE Williams C Daybrite, 2TG432-21-120 1/4EB 2X44 lamp lay in fixture Lithonia or HE Williams C1 Daybrite, 2TG232-21-120 1/4EB 2X4 2 lamp lay in fixture Lithonia or HE Williams D Daybrite, OWW432-120-1/4EB 4lamp Wrap Around Lithonia or HE Williams D1 Daybrite, OWN232-120-1/2EB 2 lamp Wrap Around - Lithonia or HE o Williams Daybrite D1 K142-120 Dock Light Capri CM8-ML 100-V82WBF 8" 100 watt metal halide lensed o w downlight b Daybrite WLI100MMT 100 watt metal halide wall pack w X Royal RXL1 ORW-E Universal mount LED exit (not o ti Pacific vandal proof) 7­1 Royal RED W-E i 5.6 watts 2 head emergency c Pacific fixture LIGHT FIXTURE 5CHEDULE_ N IS LIGHTING FLAN LIGHTING NOTES O 1. FLORIDA BUILDING CODE COMPLIANT LIGHTING CONTROL PANEL, COOPER #LK24-24-SRC-NO, OR EQUIVALENT. PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION, START-UP, AND OWNER TRAINING. 2. PROVIDE DIGITAL SWITCH AT 6'-0" A.F.F. TO CONTROL ALL LIGHTING IN'LCP'. 3. PROVIDE INCANDESCENT, CEILING MOUNTED, VAPORTIGHT LIGHT FIXTURE WITH GUARD, EQUAL TO LUMARK #ICVCIG WITH (1)15OW A19 LAMP. 4. PROVIDE NEW CIRCUIT TO EXISTING CANOPY LIGHT FIXTURES. CLEAN AND/OR REPAIR EXISTING FIXTURES TO LIKE NEW CONDITION. 5. RECEPTACLE AT 6" ABOVE WINDOW FOR SHOW WINDOW RECEPTACLE. 6. PROVIDE NEW WALL MOUNTED SECURITY LIGHT FIXTURE WITH INTEGRAL PHOTOCELL FOR ON/OFF CONTROL, EQUAL TO LUMARK # MHIP-T-175-12OV-LL-PE120. MOUNT AT HEIGHT NOTED A.F.F. TO CENTER. 7. EXHAUST FAN CONTROLLED WITH LIGHT FIXTURE. COORDINATE WITH MECHANICAL CONTRACTOR. 8. DISCONNECT AND REMOVE EXISTING CIRCUIT CONDUCTORS BETWEEN LAST FIXTURE IN PROJECT AREA OF THE CANOPY AND NEXT REMAINING FIXTURE. 9. VERIFY WITH OWNER FOR EXISTING FRONT WALL PACKS TO BE REMOVED OR REMAIN AS -IS AND PROVIDE ACCORDINGLY. GENERAL NOTES 1. ALL STANDARD LIGHT SWITCHES ARE LINE -VOLTAGE COOPER # G20-D-W (3-WAY ARE # G20T-D-W) OR EQUIVALENT OVER -RIDE SWITCHES MATCHED TO'LCP'. DIMMER SWITCHES, TIMER SWITCHES, AND OCCUPANCY SENSOR SWITCHES ARE AS SPECIFIED. 2. WHERE MORE CONDUCTORS ARE SHOWN THAN CIRCUITS, EXTRA HOT CONDUCTOR IS FOR EMERGENCY BATTERY BALLAST AND/OR NIGHT LIGHTS AND SHALL NOT BE SWITCHED. (E) �- Iil C) 0 Cl) Q OZ _I 0- a- 0 J 1 O LL < 2: U) i- 1 W Z UJ M Q = O U > Z) ( O QCn W a N °- W Z O SAVE -LT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE `'aHOPP ,I G t' z N t E R 7320 i ALI BLVD, !EPHY, HI S, FLORIDA 335 1 PASCO COUNTY COMPANY CLIENT D ESS: 100 CORPC F A I„'„3I f, V33E DR EARTH I.'I.Y. MI aS` URI AI-F DESCRIPTION 0 - 2-10 OWNER REVIEW 0 -0 -10 PERMIT 01"IA ,!,, ,, , LIGHTING PLAN ASH PROJECT #: 710-009 El 01 09-02-10 i A POWER NOTES O 15. NEW SERVICE DISCONNECTS AND METERS FOR SERVICE DISTRIBUTION. SEE POWER RISER DIAGRAM, SHEET E301, FOR ADDITIONAL INFORMATION. 1. PROVIDE (1) CAT 5 CABLE TO OFFICE COMPUTER AND (2) CAT 3 CABLES TO TELEPHONE BOARD. TERMINATIONS AT EACH END BY SAL VENDOR. VERIFY ROUTING AND REQUIRED LENGTHS PRIOR TO ROUGH -IN. - 16. PROVIDE 60A/3P NEMA 1, NON -FUSED DISCONNECT AND CONNECTION TO OWNER FURNISHED BALER. VERIFY REQUIREMENTS AND REQUIRED TERMINATIONS AND PROVIDE ACCORDINGLY. 2. 2-COMPARTMENT POWER POLE FOR POWER AND COMMUNICATION CONDUCTORS. VERIFY REQUIRED CAPACITY, STYLE AND LENGTH WITH OWNER AND PROVIDE ACCORDINGLY. 17. OUTLET BOX AND CONNECTION TO OWNER FURNISHED HAND DRYER. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. MAKE ALL REQUIRED TERMINATIONS. 3. PROVIDE (2) 1" CONDUITS WITH PULL STRING FOR CCTV. EACH CONDUIT SHALL TERMINATE IN A FLUSH MOUNTED OUTLET BOX IN WALL AND ABOVE CEILING IN AN ACCESSIBLE LOCATION. VERIFY OUTLET BOX LOCATIONS PRIOR TO ROUGH -IN. 18. EXISTING ROOFTOP UNIT TO REMAIN AS -IS. FIELD VERIFY TO MAINTAIN ALL EXISTING ELECTRICAL CONNECTIONS. 4. PROVIDE 4'X8' UL LISTED FIRE RETARDANT PLYWOOD TELEPHONE BACKBOARD WITH TOP AT T AFF. PROVIDE #6 BARE CU GROUND 19. PROVIDE 60A/3P NEMA 3R, NON -FUSED, PULL TYPE DISCONNECT AND CONNECTION TO OWNER FURNISHED UNI-LIFT. VERIFY ACTUAL BONDED TO NEAREST BUILDING STEEL AND TERMINATED TO CU GROUND BAR (ILSCO #D167-10 OR EQUIVALENT). LOCATE QUAD REQUIREMENTS AND LOCATION. RECEPTACLE ON BOTTOM RIGHT CORNER OF BOARD. EXTEND (1) 2" C TO MAIN TELEPHONE DEMARK ON EXTERIOR OF BUILDING. 20, MAIN SWITCHBOARD AND BRANCH PANELBOARDS, IN THIS ROOM, ARE EXISTING TO REMAIN AND BE REUSED FOR NEW 5. PROVIDE FLUSH MOUNTED OUTLET BOX AT 6'-4" A.F.F. WITH (1) 1" CONDUIT (EMPTY W/PULLWIRE) TO ABOVE CEILING FOR MUSIC AND CONSTRUCTION. REFER TO RISER DIAGRAM AND PANEL SCHEDULES FOR NEW CIRCUITING AND/OR REQUIRED MODIFICATIONS AND INTERCOM TERMINATE IN AN ACCESSIBLE LOCATION WITH INSULATING BUSHING PROVIDE ACCORDINGLY. 6. JUNCTION BOX AND CONNECTION TO AIR CURTAIN. VERIFY LOCATION AND TERMINATIONS AND PROVIDE ACCORDINGLY. 21. EXISTING EXHAUST FAN TO REMAIN. FIELD VERIFY EXISTING CIRCUIT AND CONTROL AND MAINTAIN ACCORDINGLY. 7. DUPLEX RECEPTACLE IN CEILING FOR CUSTOMER AWARENESS MONITOR. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. PROVIDE ALL 22. PROVIDE (1) 2" CONDUIT (EMPTY W/PULLWIRE) FROM TOP OF TELEPHONE BOARD TO MAIN TELEPHONE SERVICE DEMARK BOARD NECESSARY SUPPORTS. LOCATED IN FRONT MEZZANINE OF ADJACENT SPACE. VERIFY ROUTING, LENGTH, AND TERMINATIONS PRIOR TO ROUGH -IN. 8. COIL AND CAP CONDUCTORS IN JUNCTION BOX ABOVE CEILING FOR FUTURE CHECK -STAND. GENERAL NOTES 9. OUTLET BOX AND CONNECTION TO OWNER FURNISHED AUTOMATIC DOOR. VERIFY LOCATION AND TERMINATIONS AND PROVIDE 1. ALL 120V CIRCUIT LENGTHS GREATER THAN 100 FT SHALL BE INCREASED TO #10 AWG AND TO # 8 AWG WHEN GREATER THAN 160 FT. ACCORDINGLY. INCREASE CONDUIT FOR 40% FILL. 10. RECEPTACLE FOR PALLET JACK BATTERY CHARGER. VERIFY LOCATION WITH OWNER PRIOR TO ROUGH -IN. 2. REFER TO HVAC WIRING SCHEDULE FOR CIRCUITING REQUIREMENTS OF SAME. 11. PROVIDE 208V/3P/30A RECEPTACLE FOR MEAT GRINDER. VERIFY NEMA CONFIGURATION OF ACTUAL EQUIPMENT AND PROVIDE 3. WORKING CLEARANCE SHALL BE AFFORDED TO ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC 110.26. CORRESPONDING RECEPTACLE. N 4. ALL 15 & 20A, 120V RECEPTACLES WITHIN 6FT OF A SINK SHALL BE GFCI PROTECTED. 12. PROVIDE WEATHERPROOF RECEPTACLE FOR EVAPORATOR CONDENSATE HEAT TRACE. VERIFY REQUIRED LOCATION. w 13. PROVIDE DOORBELL (EDWARDS #340-4G5), PUSHBUTTON (EDWARDS #1786C-B) AND TRANSFORMER (EDWARDS #592). LOCATE BELL PER 3 OWNER'S DIRECTION. 14. EXISTING METER AND SECONDARY FEEDER TO BE REMOVED. REFER TO POWER RISER DIAGRAM, SHEET E301, FOR ADDITIONAL q INFORMATION. 0 POWER PLAN DUCT DETECTOR NOTE 120 VOLT DUCT DETECTOR WITH REMOTE TEST SWITCH. DUCT MOUNTED SMOKE DETECTORS ARE FURNISHED, INSTALLED, AND LOW VOLTAGE WIRED BY MECHANICAL CONTRACTOR. 120 VOLT POWER TO THE DETECTOR SHALL BE PROVIDED AND WIRED BY THE ELECTRICAL CONTRACTOR. S = SUPPLY SIDE R = RETURN SIDE HVAC & PLUMBING EQ. WIRING SCHEDULE UNIT NUMBER DISCONNEC I BRANCH CIRCUIT SWITCH FUSES CONDUIT WIRE PANEL RTU-1 N3R/60/3/240V 45 1" 3#6 & 1#10 E.G. H-29,31,33 EWH-50 N1/60/2/240V N.F. 3/4" 2 #8 & 1 #10 EG H-21,23 ARTISTIC SOLUTIONS HALO, INC. (CONSULTANTS) ASHLEIGH ADAMOSKY 6822 22ND AVE. N. SUITE 335 ST. PETERSBURG, FL 33710 813-495-0917 ASHB0769HOTMAIL.COM p o � w a 0 us w z o 722 ' STATE OF ��r4rtio�t►eeeee w z w i— C) o a ozIr J0 � J _ o 1 O _ LL Q U) w z Lu T_ <=0 o 0.. o Q� w � a Cn N w z O SAVE - -LOT RENOVATION PROJECTADDRESS: RESS; TOWNVIEW SQUARE aHOPRIr, �`�FNTER 7:320 GALL BLVD, 7PPL{°fRHIL.LS, FLORIDA :3.35< 1, PA SCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OF-FIC,E DR EARTH CITY, 1 ISSOURI DATE DESCRIP7IC<N -0 -10 OWNER REVIEW' POWER PLAN ASH PROJECT #: 710-009 E201 09-02-10 a N-r it MAIN ELECTRIC ROOM BUILDING WALL FRONT OFFICE COMPRESSOR RACK ON ROOF 400U 125IG COORDINATEWITH POWER COMPANY1200 ............................. _._...._.._................................... . ...... _.__...._<.._..__........_............_............. ._.... _....... _........... _.-................ .._...... _............ ..:.._..... _ ..__. _..__..._.._...__. ._.__..._._._.............__...__.....__._... _....... ....._........__..._............. _........... _.._ -._...W....-__.............__.... TO REMOVE EXISTING C.T.'S INSIDE TRANSFORMER AND ASSOCIATED UTILITY METER EXISTING UTILITY Co. I t (N) (N) (E) (E) (E) (E) (E) (.E) (E) (E) (E) (N) PAD MOUNTED I f ( 1200A 800A I c I.'t�NEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL I PANEL ��ihrI7C.NI3t?ARD � �. � �._ ,. .. TRANSFORMER 1O I._... ,:_..! • 3 3 • 3 INIS .3' 'El 'L' K N. CD' 13C'.' 'AB' 'EC! 'CR' 1200A 800A 3000 A 125A N3R N3R I�IALI� Sid I'CII MLO g I I.20/208V I 120/208V 208 .1.20Y ,.: /� C.T. C.T. 8 3IrIt, 4el L�T 3ph, 4w I IL..1`1'i CAB. CAB. TRANSFORMER FEEDER SCHEDULE SYMBOL COPPER NOTES CONDUCTORS (THWN/THHN) CONDUIT SIZE PER SET SETS PHASE & NEUTRAL GROUND 1200S 4 4 #350 KCMIL -- 3-1/2" EXISTING CONDUITS TO BE REUSED. 800S 3 4 #300 KCMIL - 3" 1200 4 4 #350 KCMIL 1 #3/0 3" 125IG 1 4 #1 2 #6 1-1/2" 1 #6 E.G. & 1 #6 I.G. 40OU 1 4 #500 KCMIL 1 #3 3-1/2" RATED FOR 380A MAXIMUM LOAD ABBREVIATIONS: S = SERVICE T = UPSIZED EG DUE TO TAPPED CONDUCTORS PER NEC 250.122(G) P = PHASE ONLY (SINGLE PHASE WITH NEUTRAL OR THREE PHASE WITH NO NEUTRAL) U = UNDER -RATED (WIRE RATED LESS THAN THE FULL AMPACITY RATING OF THE BREAKER) IG = ADDITIONAL GROUND CONDUCTOR FOR ISOLATED GROUND E= EXISTING FAULT CURRENT CALCULATION UTILITY/ORIGIN VOLTS: 208 TRANSFORMER KVA 1500 UTILITY/ORIGIN FAULT: 85635 FEEDER ORIGIN DESTINATION ORIGIN DESTINATION LENGTH WIRE SIZE SETS X/R RATIO FAULT X/R RATIO FAULT UTILITY XFMR 800A MAIN 20 CU 600 2 12.00 85635 5.65 69457 UTILITY XFMR 1200A MAIN 15 CU 350 4 12.00 85635 6.50 78390 1200A MAIN PANEL MDP 5 CU 350 4 6.50 78390 5.71 76168 PANEL MDP IPANEL CR 250 1 CU r--17-1 1 5.71 76168 1 0.31 1 3526 GENERAL NOTES: 1. PANEL AIC RATING MUST BE GREATER THAN OR EQUAL TO DESTINATION FAULT VALUE IN TABLE ABOVE. 2. THE FAULT CURRENT STUDY IS BASED ON THE TRANSFORMER SIZE INDICATED ABOVE. 3. THE ELECTRICAL CONTRACTOR SHALL CONFIRM UTILITY TRANSFORMER AVAILABLE FAULT CURRENT PRIOR TO ORDERING GEAR. 4. THE ELECTRICAL CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF FAULT CURRENT IS DIFFERENT THAN INDICATED ABOVE. 5. SERIES RATING OF CIRCUIT BREAKERS IS PERMITTED IN ALL LOCATIONS WHERE PERMITTED BY LOCAL JURISDICTION. 6. WHERE SERIES RATING IS UTILIZED, PROVIDE MANUFACTURERS TESTING DOCUMENTATION FOR ALL BREAKERS WITH SUBMITTALS. 7. FEEDER LENGTHS INDICATED IN THIS TABLE ARE NOT TO BE USED FOR BIDDING PURPOSES. CONTRACTOR SHALL DETERMINE FEEDER LENGTH FOR BIDDING PURPOSES AND NOTIFY ENGINEER IF THEIR PROPOSED ROUTING IS MORE THAN 10% DIFFERENT THAN SHOWN. JNO SCALE RISER NOTES O 1. COORDINATE WITH PROGRESS ENERGY FLORIDA (PEF) REPRESENTATIVE FOR DISCONNECTION AND REMOVAL OF EXISTING SERVICE CONDUCTORS AND INSTALLATION OF NEW SERVICE FEEDERS AND CONDUITS INTO SECONDARY COMPARTMENT OF TRANSFORMER. 2. PROVIDE NEW NEMA 3R METER SOCKET PER PET SPECIFICATIONS. EXTEND #4 CU GROUND TO GROUNDING ELECTRODE SYSTEM. 3. C.T. CABINET PER PET SPECIFICATIONS, CT'S BY PER 4. PROVIDE NEW 1200 AMP SERVICE FEEDER IN EXISTING 3-1/2" CONDUITS. 5. CONTRACTOR SHALL LEAVE A MINIMUM 6'-0" SLACK CONDUCTOR FOR TERMINATION BY POWER COMPANY. 6. PROVIDE NEW SECONDARY SURGE ARRESTOR,120/208V-3 PHASE WITH UL OWHX LISTING. 7. PROVIDE NEW SERVICE GROUND. 8. TERMINATE NEW SERVICE CONDUCTORS AT LINE SIDE OF DISCONNECT. LOAD SIDE CONTINUATION TO BE AT TIME OF FUTURE TENANT BUILD -OUT UNDER SEPARATE CONTRACT AND COVER. RISER GENERAL NOTES 1. VOLTAGE DROP IN ACCORDANCE WITH FLORIDA BUILDING CODE 13-413.1AB.1 & 13-413.1AB.2 HAS BEEN TAKEN INTO ACCOUNT FOR THIS PROJECT. Lu z Lu F_ CU CD O z J J °- _J 0 o J 0 LL vJ ' W z Lu O� .Q = O U > ::) 0 Qa C/) N IL W z 0 A E -A- LT TENANT BUILD411"J"ll- ENO' T _ RO�gplq f[_("g�lti�t�;l"q ESS: E���f4°F'a'�'ii€;:'.Ys4 Qi3A#"k ... (ky �i,°s '.. ..t `+,"i� CENTER 7320 GAI ,,,I.,. BLVD. PA CO COLJNTY SUPERVALU COMPANY 10 (1,00RII > F F I C E D R, EARTH 0I Y, tvIISOURI DATE DESCRIPTION 0 -02-10 OWNIER FTEVIEW I pfil 'i 11T?IIM . , , !F - , 1 11 1 1 . , I " 7, 1. , ""f ". � ­ _u SWBD: MSB (EXISTING) ACCESSORIES: PANEL: K (EXISTING) ACCESSORIES: PANEL: H (EXISTING) IACCESSORIES: VOLTAGE: 208 /Y120 I PHASE: 3 IMOUNTING: SURFACE VOLTAGE: 208/Y120 JPHASE:3 TMOUNTING: SURFACE VOLTAGE: 208 /Y120 PHASE: 3 IMOUNTING: SURFACE AMPS: 3000 AMP MSW IWIRE: 4 INEMAl JAI :(SEE_CALC) AMPS: 150 AMP MLO IWIRE: 4 INEMA:l IAIC: 1 R-0 0, Q 1.6 0.0, 6.0 0.0 0.0 1.0 12 PANEL'K' 200 150 EXISTING 1.4 0.0 6.0 0.0 0.0 1.0 1.4 0.0 8.4 0.0 0.0 1.0 0.0 6.5 0.0 0.0 0.0 0.0 13 PANEL'CP 200 125 SEE RISER DIAGRAM 0.0 5.8 0.0 0.0 0.0 0.0 0.0 4.9 0.0 0.0 0.0 0. 14 PANEL'BC' 200 150 EXISTING 15 SPACE 16 SPARE (2) 100 100 17 SPARE (2) 100 100 18 SPARE (2) 100 100. 19 SPARE (2) 100 100 20 SPARE (2) 200 150 21 SPARE (2) 200 150 22 SPARE (2) 100 100 23 PANEL'CD' 100 100 EXISTING 10.1 0.0 0.0 0.0 0.0 1 0.0 24 PANEL'AB' 100 100 EXISTING 8.3 0.0 0.0 0.0 0.0 0.0 6.5 0.0 0.0 0.0 0.0 0.0 25 SPARE (2) 100, 90 26 SPACE CONNECTED LOAD SUMMARY (KVA) DEMAND LOAD SUMMARY A B C TOTALS D.F. COMMENTS LOAD LTG 14.1 10.9 8.5 33.5 1.25 41.9 KVA REC 8.3 6.4 5.3 20.0 0.75 100% OF FIRST 10 KVA PLUS 50% OF REMAINDER 15.0 KVA MISC 74.0 74.2 77.8 226.0 1.00 226.0 KVA COOL 2.4 2.4 2.4 7.21 0.0 KVA HEAT 3.0 3.0 1.00 HEATINGLOAD USED FOR CALCULATION 9.0 KVA MTR 2.1 1 3.6 2.7 8.4 1.11 125% OF LARGEST MOTOR PLUS 100% OF REMAINDER 9.3 KVA 0.0 1 0.0 0.0 0.0 * = REPLACE EXISTING FUSES WITH SIZE NOTED 0.0KVA Notes (): DEMAND LOAD: 301.2 KVA CONNECTED LOAD PER PHASE 1. PROVIDE FUSE REDUCERS 2. ABANDON AS A SPARE PHASE A 101.5 KVA 845.8 AMPS 3. PHASE 98.1 KVA 817.5 AMPS 4. PHASE C 97.3 KVA 810.8 AMPS 5. DEMAND CURRENT: 836.0 AMPS .6. EXISTING LOAD (KVA) EXISTING 208/Y120 uc I U) 0 0 04 uv;z 91 0 0 w - 0 E No. 58722 STATE OF 40 R N, &/0 AU AVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRE5��;: TOWNVIEW SQU*iE SHOPPI JG CENTF,,R 1`320 GALI BLVD, ZEPHYM-1ILLS, FLORIDA 33'.. PASO(.') COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR, EARTH CITY, MISSOURI DATE DESCR!�,,­1101`1 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWING.'. IPANEL SCHEDULES ASH PROJECT #: 710-009 E401 09-02-10 0 \j DAiRy 400 20"0 1 40 oc Y- I x 20"o SRI3503 .. . . . .. .... . ...... . ........ . ..... ... ... ... ... __RG ?GI ?2x ?2. 200 R x2?-1 2 0 RG b22­11 0 L--- U `0 i2 c*4 0 / .......... I 'I' . ...... .. . ... .. _­_­ ;;;4 6'01 LONG A I CURTAIN FAN-�—� 'Of SR I QUAL TO FANITECH. SRI 1 8-250 MdX ACCESS COORDINATE MODEL WITH I I r�! I SAVg-A-LOT RETRESENTATIVE lOxl2 ...... . . . ........ 37x240 SR1-12x8-300 loxll�l .... . ...... . ... (2) 4'0' LONG AIR FANS EQUAL TO FAN Dl -10-400 CD11-' CD1-12­500�, T CD1 COORDINATE MODEL )1-12-5)0 . . ................ E-A-LOT REPRES �IAA_ ��v * zC -240 1�::� 1-22x4,4,1800 12' "t ,8 os 1, i . . . ........... 1, 21 0 I . .... ..... -- ---- ----- . .... ri N C') D C00L ER. . . ....... (T2' �\20xo . . ...... 16xl2 IT c-, 0, a E f............... 18X 61 9)24o 65x2$0 4�x2 57 40 0 26x2O SR'l-lIi"�8-30 8xi x it -7 y EAT :,� "j, "l::1 . . ... ...... T ---- - _-_-_ - - - g- 0 1 tsxi 2 . . .... 101 - -1 ?60 4*0 16 20" 10 y rz "0 Ono SR1-12( -3 0 0'y 1210 r `0 \1 1-411 W'o L Ullii+Hlll U ff III U I III I I I I ........ - - ----- _--__ --- 4q­ -cut 0, -50 7 215OCll 12- S 4' -300 R1 1111111111111A . . .............. "J Pxl2 X AAL '.6 CC -10-260 - — - - - - - - '0 lbxl4, ER1-12xl2-50 .......... ol -8no DUCT UP 0 EXISTING EXH ST 12"0 1 1-6-4( 10*0 u , 1 "0 FAN. BALANCE 0 . . . .. .. .... ........ ........... I lbo-200 j GEM - — ` ----- - - F CD11-1 2 5�( 1 07-0, z ... . .. . . . ... ........ . .... . . I— - . ........... :", 1-6-40 .. ...... . . 'F Lu . .... . _CD17 "cl 17 F FRE: Lz Z F. R , I I V_ _1!�j '-"- i I - i T x C V, 17-1 V,-7_VV, 14 i 1 -5010 L --ci 17-.1- oi_ S �6-170i 1 12 ..... .. . ... ............ 4_11 14, "I ........ . .. x 7 ff t�p "I"', klt < . . ........ - - - - - - -------_-_ - . . ................. __­______="" EX5 rlNG EXISTING EXHAUST NOTE: KEYED NOTE: Map Om DUCT/FAN ON ROOF CAP ALL DUCT C)EXISTING AC-1 ON ROOF. BALANCE SUPPLY AIR TO TO REMAIN PENETRATIONS NOT 12,400 CFM,OUTSIDE AIR TO 1100 CFM (PER BEING RE -USED ORIGINAL EQUIPMENT SPECIFICATIONS). N y < zo _J_ 0 d ry Lij bi Z z III 0 0 z LL 0 i 0 U- _L U) z Lu 0 >D 0 a C/) N z 3: 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DE CRIPTION 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWINGS Em HANGER STRAPS: SUPPORTED FROM 1"x 22 GAUGE, STRUCTURE ABOVE, ROUND METAL 'SNAPLOCK" SHEET FOR RUN -OUTS FLEXIBLE DUCT: MAXIMUM 8 FEET, _-_------ , � - _ � (3) SHEET METAL SCREWS BELOW GREATER. THAN 8 G OR KINK / II I����� II (AN APPROVED EQUAL y / II I i� II �( IS SPIRO-PIPE ) I I WRAP INSULATION : OVER - I1 LAP 4" MINIMUM, GLASS FABRIC AND MASTIC SEAL ROOFTOP UNIT I F - �I II I I I FIBERGLASS TAPE II II II 1 II TO PREVENT SAGS II - II I I I AND KINKS IN FLEX L lL 1L--1--- - - - - _-A CONTROL CONDUIT: OUTSIDE AIR HOOD ROUTE UP INSIDE ES SH I BAND CLAMP AND CURB. A F E/ I THREE SHEET METAL CONDENSATE DRAIN: SCREWS THROUGH SEE DETAIL HELIX OF FLEXIBLE ..--:..:...::-._...�..._...-..-.-:.._.-..;, DUCT LINER :` .............................. .... ....::: SECURE INSULATION WITH 'MINIMUM RADIUS EQUAL TO (TYPICAL) DISCONNECT SWITCH: " THE FLEX DUCT DIAMETER BY ELECTRICAL SUBCON- STICK -PINS AT 18 O.C. FACTORY CURB: TRACTOR, DO NOT MOUNT AND ADHESIVE ON BOTTOM, SEE DETAIL OVER NAME PLATE. FOR DUCTS 24" AND LARGER 24" MAX VERTICAL DUCT RUN -IN FITTING: ROOF SPIN WITH SCOOP AND SUPPLY AIR DUCT DAMPER, EXCEPT IN WRAP INSULATION ABOVE CEILING DIFFUSER: SET RETURN AIR DUCT GYP. BOARD CEILINGS, THE CEILING DIFFUSERS THROW AS SHOWN ON PLANS 4 DAMPER IN NECK SHEET METAL DUCT DETAIL 1 SHEET METAL DUCTS SHALL BE FABRICATED & INSTALLED PER THE LATEST EDITION OF SMACNA, ROOFTOP UNIT DETAIL AND THE 2007 FLORIDA ENERGY CODE (WITH 2O09 AMENDMENTS) WITH THE FOLLOWING CRITERIA BASED ON 4 FOOT DUCT SECTIONS. DESIGNATION RTU-1 DUCT SIZE DUCT MATERIAL HANGERS REINFORCEMENT AREA SERVED SEE PLAN 0 - 12" 26 GA FLAT 8' O.C. NONE 13 - 30" 24 GA BEADED 8' O.C. 13-18" NONE. 19-30" STANDING TRANE MODEL NUMBER THC060E3 31 - 54" 22 GA BEADED 6' O.C. 31-48" STANDING 1" S.-49-54" STANDING 2" S,20 GA. WEIGHT - LBS 800 55 - 84" 20 GA CROSS 5' O.C. 55-80" STANDING 2" S. 84"+ STANDING SEAM, 20 GA. BREAK NOMINAL TONS 5 2. ALTERNATE INTERPRETATIONS OF SMACNA DUCT MATERIAL, HANGERS AND REINFORCEMENTS ARE CAPACITY - TOTAL MBH 62.0 SUBJECT TO ENGINEER APPROVAL, AND REQUIRE SEPARATE SUBMITTAL OF THE ALTERNATES. CAPACITY SENSIBLE MBH 43.5 3. FLEXIBLE DUCT CONNECTORS SHALL BE PROVIDED AT CONNECTIONS TO ALL EQUIPMENT AMBIENT TEMPERATURE - F' 95 4. SUPPLY AIR DROPS FROM ROOFTOP UNITS SHALL TRANSITION FROM THE UNIT OPENING SIZE TO SQUARE NECK ELBOWS, WITH SIZES AS SHOWN ON THE PLAN. IF TWO SUPPLY AIR DUCT RUNS HEATING - KW -9.0 ARE AT THE UNIT, THEN TWO SEPERATE DROPS AND ELBOWS SHALL BE PROVIDED. ELECTRICAL VOLTAGE 208/3 5. RETURN AIR DROPS FROM THE ROOFTOP UNITS SHALL BE FULL SIZEOFTHE UNIT OPENING. 6. ELBOWS SHALL BE SQUARE NECK (SAME IN OUT DIMENSION) WITH 2 DOUBLE THICKNESS FAN HORSEPOWER 1 TURNING VANES. OUTSIDE 2000 200 7. OFFSETS SHALL NOT REDUCE THE FREE AREA, AND SHALL NOT EXCEED 30'. A RADIUS HEEL CFM - SUPPLY / / SHALL BE PROVIDED ON 30' OFFSETS. SMALLER OFFSETS MAY BE MITERED AT BOTH THE EXTERNAL STATIC PRESSURE HEEL AND THROAT 8, TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED ELECTRICAL.VOLTAGE 208/3 TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). --COMPRESSOR RLA 1 EA 17.6 9. INSULATION SHALL BE NFPA 90 APPROVED, WITH MINIMUM 5.2 R VALUE. WRAP INSULATION SHALL CONDENSER FAN FLA �1� EA 2.5 BE 2" THICK WITH ALUMINUM FOIL FACING. LINER SHALL BE 1-1/2" THICK, 6.0 R VALUE. EVAPORATOR FAN FLA 1 EA 5.0 10. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45' ENTRY TYPE PER SMACNA FIGURE 2-10. MINIMUM CIRCUIT AMPS 40.8 11. ROUND DUCT CONNECTIONS SHALL BE WITH "METAL MANUFACTURING COMPANY" MSI-6 SPIN -IN MAXIMUM FUSE AMPS 45 FITTINGS, WITH 90' SCOOP, DAMPER AND HANDLE. SPRAY PAINT LOCATIONS OF HANDLES. 12. FLEXIBLE DUCT SHALL INCLUDE AN INNER ALUMINUM LINER, 1-1/2" R6 INSULATION, A SYSTEM SEER: 15.0 POLYETHYLENE OUTER VAPOR BARRIER, AND BE UL-181 APPROVED, THERMOFIN OR METALFLEX. 13. ALL TAPE SHALL BE FASSON 0810 (NO SUBSTITUTIONS), SMACNA APPROVED. 14. COMPLETELY SEAL ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS WITH MASTIC. 1. PROVIDE WITH HOT GAS REHEAT COIL. ROOFTOP UNIT GASKET AND SILICONE GASKET & WEATHER -SEAL: BY SEALING MECHANICAL SUBCONTRACTOR PRESSURE -TREATED COUNTER FLASHING STRIP REMOVEABLE CAP: FOR CLEAN - WOOD NAILER STRIP OUT OF THE TRAP & DRAIN LINE 1" RIGID INSULATION ® TIE -DOWN STRAPS: TWO PER SIDE, 3" CANT STRIP TEE CONNECTION 16 GAGE, BOLTED TO CURB AND REMOVEABLE CAP: WITH 1/4" HOLE TO UNIT, 1/2" BOLT SETS. ROOFING DRILLED IN CAP FOR CLEAN -OUT, „ VENT OF DRAIN PIPING, AND OVER - CURB HEIGHT 14 - F . - °;` R00 INSULATION FLOW OF DRAIN FACTORY CURB: NRCA APPROVED, _ METAL DECKING DRAIN PAN 18 GAGE, SQUARE WITHIN 1/8" TEE CONNECTION ON DIAGONAL MEASUREMENT, WITH BOLT SETS: 1/2", PER SIDE, A MINIMUM OF 8" ABOVE TOP OF THRU BASE OF CURB(2) AND FRAME DRAIN PIPING AND SUPPORT BLOCKING: ROOF STRUCTURAL SUPPORT FRAME DUCT �- SEE DETAIL BELOW CURB SET DIRECTLY ON STEEL FOR UNIT & DECKING AT FULL PERIMETER OF FACTORY CURB ROOF CONSTRUCTION FACTOR CURB COUNTER -FLASHING STRIP BY MECHANICAL SUBCONTRACTOR CURB DETAIL: ROOFTOP UNIT DRAIN AND COUNTER -FLASHING DETAIL 1. MECHANICAL SUBCONTRACTOR SHALL FURNISH ROOF OPENING SIZES & LOCATIONS, FOR STRUCTURAL SUPPORT FRAMING BY GENERAL CONTRACTOR. 2. THIS CURB DETAIL WILL ALLOW THE UNIT TO SLOPE WITH THE SLOPE OF THE ROOF PITCH. THIS DETAIL CAN ONLY BE USED (A) IF THE CONDENSATE DRAIN PAN OUTLET IS ON THE LOW SIDE OF THE UNIT, OR (B) IF THE CONDENSATE DRAIN PAN IS NOT AFFECTED BY SLOPE. THIS DETAIL CAN NOT BE USED IF THE CONDENSATE DRAIN CONNECTION IS ON THE HIGH SIDE OF THE UNIT. 10 FOOT MAXIMUM & AT ALL JOINTS/FITTINGS PIPE CLAMP: NON- 45' CLEAN -OUT WITH METALLIC, FACTORY REMOVABLE CAP I FABRICATED n GALVANIZED WOOD SCREWS SCHEDULE 40 PVC � (TYPICAL) \ - - - - - SLOPE WITH ROOF SUPPORT BLOCK: 4x4x8" MEMBRANE CEMENT: BELOW PRESSURE TREATED WOOD SUPPORT BLOCK & THE EXTRA LAYER EXTRA LAYER OF SINGLE SINGLE MEMBRANE MEMBRANE (PLY) ROOFING (PLY) ROOFING CONDENSATE DRAIN DETAIL NOTE: SIZE OF DRAIN PIPING SHALL BE: 1" FOR 5 TONS & UNDER 1-1/4" FOR 6 TO 30 TONS HVAC GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES. THIS INCLUDES THE 2007 FLORIDA BUILDING CODE AND THE 2007 FLORIDA MECHANICAL CODE, WITH 2O09 AMENDMENTS, THE APPLICABLE NFPA CODES AND THE FLORIDA ENERGY CODE. 2. ALL ELECTRICAL EQUIPMENT SHALL BE UL CLASSIFIED OR LISTED. 3. DEFINITIONS: "FURNISH" SHALL MEAN TO PURCHASE AND LOCATE AN ITEM ON THE JOBSITE. "INSTALL" SHALL MEAN TO PHYSICALLY INSTALL AN ITEM AND CONNECT IT TO ALL REQUIRED SERVICES TO MAKE THE ITEM FULLY FUNCTIONAL. "PROVIDE" SHALL MEAN TO BOTH FURNISH AND INSTALL THE ITEM. 4. TEST AND BALANCE SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR ON APPROVED FORMS USED BY AABC OR NEBB. THE MECHANICAL CONTRACTOR SHALL HAVE ALL SYSTEMS FULLY INSTALLED AND OPERATIONAL WITH CLEAN FILTERS INSTALLED PRIOR TO TEST AND BALANCE. AIR CONDITIONING EQUIPMENT 1. THE AIR CONDITIONING EQUIPMENT SHALL BE STRAIGHT COOL, WITH ELECTRIC HEAT. 2. ALL EQUIPMENT SHALL MEET THE MINIMUM EER REQUIREMENTS OF THE FLORIDA ENERGY CODE. 3. CARRIER IS THE BASIS OF DESIGN WITH TRANE AND YORK AS APPROVED ALTERNATES. IF AN ALTERNATE IS SUBMITTED, THE CONTRACTOR SHALL MAKE ALL NECESSARY CHANGES TO THE ELECTRICAL, STRUCTURAL AND DUCTWORK TO ACCOMMODATE THE SUBSTITUTION. 4. SUBMITTALS SHALL BE REVIEWED BY THE ELECTRICAL SUBCONTRACTOR FOR IMPACT TO THE ELECTRICAL SYSTEMS, PRIOR TO ORDERING THE EQUIPMENT. 5. ALL AIR CONDITIONING EQUIPMENT SHALL INCLUDE A MINIMUM 1 YEAR UNIT WARRANTY AND AN EXTENDED 4 YEAR COMPRESSOR WARRANTY. 6. PROVIDE CONDENSATE PIPING AS SHOWN ON THE PLAN AND DETAIL. THE CONTRACTOR SHALL EXTEND THE CONDENSATE PIPING TO THE REAR DOWNSPOUT TO SPILL TO SITE STORM RETENTION. 7. THE AIR CONDITIONING UNITS SHALL BE OPERATED DURING CONSTRUCTION WITH THROW AWAY FILTERS. FILTERS SHALL BE CHANGED DURING CONSTRUCTION IF THEY BECOME RESTRICTIVE OF AIR FLOW FOR NORMAL OPERATION. PROVIDE NEW FILTERS JUST PRIOR TO TEST AND BALANCE. 8. UNITS SHALL BE CLEANED AND ALL SCRATCHES PAINTED OVER WITH FACTORY PAINT TO MATCH UNIT. ALL CONDENSER COILS SHALL BE CODED OUT AND ALL PANELS AND SCREWS SHALL BE INSTALLED AT THE COMPLETION OF THE PROJECT. DUCTWORK 1. SUPPLY AND RETURN DUCT SHALL BE EXTERNALLY INSULATED SHEET METAL, INSTALLED IN ACCORDANCE WITH SMACNA. SEE DETAIL FOR INSTALLATION AND HANGING INSTRUCTIONS. 2. OUTSIDE AIR AND EXHAUST DUCT WORK SHALL BE GALVANIZED SHEET METAL WITH ALL JOINTS SEALED WITH MASTIC. ROUND DUCT WORK SHALL BE "THERMOFIN" OR SINGLE WALL SHEET METAL. DUCTS DO NOT NEED TO BE INSULATED UNLESS REQUIRED BY LOCAL JURISDICTION. ALL DUCT SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA. 3. ALL DUCT SIZES DEPICTED ARE CLEAR INSIDE DIMENSIONS. 4. SUPPLY AIR DUCT SHALL BE SIZED AT 0.10"/100 FT. EQUAL FRICTION AND RETURN DUCT SHALL BE SIZED AT 0.06"/100 FT. EQUAL FRICTION. 5. HOLD THE BOTTOM OF THE SUPPLY AIR DUCT A MAXIMUM OF 24" ABOVE LAY -IN CEILINGS TO ALLOW FOR ACCESS TO BALANCING DEVICES. 6. PROVIDE A FLEXIBLE CONNECTION FROM EACH AIR HANDLER AND FAN TO THE DUCT SYSTEM. 7. FLEXIBLE RUNOUTS TO THE DIFFUSERS ARE LIMITED TO A MAXIMUM OF 8 FEET. 8. PROVIDE ACCESS PANELS IN DUCTS FOR ACCESS TO VOLUME DAMPERS, FIRE DAMPERS, FIRE/SMOKE DAMPERS, DUCT MOUNTED SMOKE DETECTORS AND WHERE REQUIRED TO MAINTAIN EQUIPMENT. 9. ALL FLEXIBLE BRANCH CONNECTIONS SHALL HAVE A MANUAL VOLUME DAMPER INSTALLED AT THE MAIN TRUNK FOR BALANCING PURPOSES. CONTROLS 1. ALL TEMPERATURE CONTROLS SHALL BE BY TENANT VENDOR. CONTRACTOR SHALL COORDINATE WITH SAVE -A -LOT REPRESENTATIVE FOR CONTROL SYSTEM REQUIREMENTS. 2. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT FOR ALL CONTROL WIRING AS COORDINATED WITH THE MECHANICAL CONTRACTOR. 3. LINE VOLTAGE (110 VOLT OR HIGHER) POWER AND CONDUIT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL DISCONNECT SWITCHES. DO NOT MOUNT DISCONNECT SWITCHES OVER NAMEPLATES OR SERVICE PANELS. 5. TEST AND BALANCE SHALL VERIFY THE OPERATION OF ALL CONTROLS AT THE COMPLETION OF THE PROJECT. 6. WHERE SMOKE DETECTORS ARE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR (NO FIRE ALARM SYSTEM), EACH SMOKE DETECTOR SHALL BE EQUIPPED WITH A REMOTE TEST STATION EQUIPPED WITH A VISUAL AND AUDIBLE ALARM TO BE LOCATED ADJACENT TO THE UNIT THERMOSTAT IN ACCORDANCE WITH NFPA 90. COORDINATE WITH EMS VENDOR FOR FINAL LOCATION. AIR DISTRIBUTION SCHEDULE DESIGNATION DESCRIPTION LEGEND SPECIFICATIONS EXAMPLE CD1-10-300 CEILING DIFFUSER CD1 PRICE SCD SERIES, STEEL, NECK SIZE NOTED 10" MODULAR CORE, LAY -IN MOUNTED, CFM NOTED 300 OFF-WHITE COLOR. CD2-9x9-300 CEILING DIFFUSER CD2 PRICE SCVD SERIES, STEEL, NECK SIZE NOTED 90" MODULAR CORE, SURFACE MOUNTED, CFM NOTED 300 OFF-WHITE COLOR. RG1-1202-100 RETURN GRILLE RG1 PRICE 530D, STEEL FACE SIZE NOTED 1202" LOUVERED CORE, LAY -IN OR SURFACE, CFM NOTED 100 OFF WHITE COLOR. ER1-120 2-100 EXHAUST REGISTER ER1 PRICE 530D, STEEL FACE SIZE NOTED 1202" LOUVERED CORE, LAY -IN OR SURFACE, CFM NOTED 100 OFF WHITE COLOR. SR1-12x12-150 SIDEWALL REGISTER SR1 PRICE 520D, STEEL FACE SIZE NOTED 1202" LOUVERED CORE, SURFACE MOUNTED, CFM NOTED 150 OFF WHITE COLOR. NOTES: 1. SIZES AND CFM SHOWN ON THE LEGEND ABOVE ARE FOR EXAMPLE ONLY. SEE PLAN FOR ACTUAL SIZES AND CFM VALUES USED ON THIS PROJECT. 2. LOCATE ALL AIR DISTRIBUTION PER THE ARCHITECTURAL REFLECTED CEILING PLAN. 3. APPROVED MANUFACTURERS: PRICE, METALAIRE, KRUEGER, TITUS OUTSIDE AIR CALCULATION SCHEDULE SPACE NET OCCUPIABLE AREA REQUIRED OA PROVIDED OA SALES 6615 SQUARE FEET 993 1000 NOTE: 1. OUTSIDE AIR VOLUMES ARE BASED UPON FLORIDA MECHANICAL CODE SECTION 403.3, RETAIL SPACE 0 0.30 CFM PER SQUARE FOOT WITH ASHRAE 3-HOUR RULE. 2. RETAIL SPACE WITHIN CENTER HAS OUTSIDE AIR BASED UPON 707o NET OCCUPIABLE SPACE OF SALES FLOOR. BUILDING AIR BALANCE OUTSIDE AIR INTO BUILDING EXHAUST AIR OUT OF BUILDING SOURCE CFM SOURCE CFM AC-1 RTU-1 1100 200 TEF-1 EXFILTRATION 100 1100 TOTAL OUTSIDE AIR IN = 1300 TOTAL EXHAUST .AIR OUT = 1200 BUILDING PRESSURIZATION = +100 11 n z 0 �--- _ W [� I w z c� z. w w Z I..LI U 0U)a _z J O _I J O ' Q � LL U Z W Z LJJ � O > s Q U O QU) W Q W � N w_ Z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWINGS MECHANICAL DETAILS SEEDS Engineering, Inc. ASH PROJECT #: 710-009 27730 Santa Anita Blvd. p: (813) 902-2515 Wesley Chapel, FL 33544 f: (813) 902-2516 IPA, jmakar@seedseng.com Florida Certificate of Authorization No. 28278 09-09-10 tlAlltl?e1dVTt P.!%rF�:fRL11A111A1�'IlN9l�IIIInHf�711tlINf71�ISItlA1@T�RIITl9TIIIIi1HIIT 11u�' �1" t -a gtllPh'� - II IIT '1111tlNt"IItH4M11111AWVtlllltln� Riur •' c ��a�^Fd7genam�s.n�••,1�7®U t. ASME T&P RELIEF II VALVE: DWV DRAIN III DISCONNECT SWITCH -1� FULL SIZE ROUTED BY ELECTRICAL. r _1 TO MSB II SUBCONTRACTOR THERMAL EXPANSION TANK: VACUUM BREAKER: �I� AMTROL "THERM-X-TROL" ST-5 LAVATORY 36 WATTS OR EQUAL i OR HAND SINK CHECKVALVE I HEAT TRAP GATE VALV i COLD WATER -� I I J.R. SMITH MOUNT SOV AT i y -- HOT WATER 2698 # 5'0" AFF MAX. i DOWN IN WALL rIL-----_ III _ 1/2" TYPE "L" DIELECTRIC UNIONS COPPER PRIMER, SAFEWASTE TO TRAP I FLOOR DRAIN SERVICE DRAIN VALVE WATER HEATER FLOOR ' • DRAIN: SCHEDULE 40 PVC, ROUTED TO MSB I _ SAFETY PAN: 24 GAGE GALVANIZED - - - - - - SHEET METAL, 1-1/2" MOUNTED ON 2 - - DEEP, SOLDERED COURSES OF.CMU LIQUIDTIGHT WATER HEATER DETAIL FLOOR DRAIN TRAP PRIMER DETAIL ON CMU SUPPORT 14 AIR ADMITTANCE VALVE 3" FCO PLUMBING FIXTURE SCHEDULE ROUGH -IN MARK FIXTURE, MODEL #, DESCRIPTION WASTE VENT CW HW P-1 HAND SINK, EAGLE FOODSERVICE EQUIPMENT, MODEL HAS-10-FDP. 1-1/2" 2" 1/2" 1/2" PROVIDED BY TENANT, INSTALLED BY CONTRACTOR. EQUIPPED WITH.FAUCET, 1-1/4" CP P-TRAP, CP STOPS, SUPPLIES. P-2 TRIPLE COMPARTMENT SINK, EAGLE FOOD SERVICE EQUIPMENT, MODEL 3" 2" 1/2" 1/2" 414-16-3-18. PROVIDED BY TENANT, INSTALLED BY CONTRACTOR. PROVIDE. T&S MODEL B-231 FAUCET WITH 12"-NOZZLE, PROFLOW BASKET STRAINER IK1431SS, CP STOPS, KEY OPERATED TRAPS AND FLOOR MOUNTED LEGS. P-3 DRINKING FOUNTAIN, DUAL LEVEL, HANDICAPPED 1-1/2" 2" 1/2" HALSEY TAYLOR HRFSEBP, STAINLESS STEEL, 1-1/2" 20 GAUGE CP P-TRAP, LESS CO, STOP AND SUPPLIES. MOUNT LOWER BOWL NOZZLE AT 30" A.F.F FOR ADA. P-4 WATER CLOSET, HANDICAPPED 3" 2" 1/2" ELJER PRESERVER #091-4985 WHITE ELONGATED, 1.6 GALLON FLUSH, TANK TYPE WATER CLOSET, ELJER #124-2105 WHITE SEAT WITH NO COVER, CP STOP AND SUPPLY. P-5 LAVATORY, WALL HUNG, HANDICAPPED 1-1/2" 2" 1/2" 1/2" ELJER #051-1308 WITH ELJER #805-1065 WALL CARRIER, WITH DELTA #520-MPU FAUCET AND SINGLE LEVER HANDLE, 1-1/4" CP P-TRAP, CP STOPS, SUPPLIES. PROVIDE TRU-BRO #102-EZ INSULATION KIT.' P-6 INSIDE HOSE BIBB SEE PLAN CHICAGO FAUCET #952 WITH VACUUM BREAKER AND INLET FLANGED LOCK SHIELD CAP 293-6. WITH REMOVABLE HANDLE AND CHROME ESCUTCHEON. MSB MOP SERVICE BASIN EQUAL TO: 3" 2" 3/4" 3/4" ZURN 1996-36 36"x24" MOLDED STONE MOP SERVICE BASIN WITH ZURN 843M1 FAUCET AND PAIL HANGER. VERIFY WITH SAVE -A -LOT SPECIFICATIONS AND CONSTRUCTION MANAGER. EWH-50 ELECTRIC WATER HEATER 3/4" 3/4" A.O." SMITH DEL-50 R-16 FOAM INSULATED, GLASS -LINED 50 GALLON TANK, THREE (3) YEAR WARRANTY WATER HEATER. 32" HIGH x 26" DIAMETER, 6.0 kW ® 208/1 PHASE ELECTRIC HEATER. U.L. LISTED AND ASHRAE 90.1-1999 APPROVED. FD-1 FLOOR DRAIN 3" 2" 1/2" ZURN Z415-6B-P 6" FLOOR DRAIN WITH TRAP -PRIMER CONNECTION AND TYPE "B" STRAINER. FS-1 FLOOR SINK 3" 2" 1/2" ZURN Z1900 12"x12" FLOOR SINK, 6" SUMP DEPTH WITH TRAP -PRIMER CONNECTION AND SEDIMENT BUCKET. GI GREASE INTERCEPTOR 3" 2" ZURN GT2700-50 IN -FLOOR GREASE INTERCEPTOR WITH INLET FLOW CONTROL. 50 GPM FLOW WITH 100 LB GREASE CAPACITY. VENT AS REQUIRED. 3" HD NOTES 1. APPROVED MANUFACTURERS OF FIXTURES ARE ZURN, AMERICAN STANDARD, ELJER AND KOHLER. 3" HD 2. 3. 4. APPROVED MANUFACTURERS OF DRAINS AND CLEANOUTS ARE ALL SUPPLIES SHALL BE PROVIDED WITH CP BRASS ANGLE ALL EXPOSED TRAPS AND WASTE ARMS SHALL BE CP BRASS J.R. SMITH, ZURN AND WADE. STOPS BY EASTMAN OR BRASSCRAFT. BY MCGUIRE OR EQUAL. V V 5. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS EQUAL TO JR SMITH. . lom= rVA"! IF LVIVIUIIVV VI-IVLI\P•%L IVV 1 LJ 1. ALL WORK SHALL COMPLY WITH NATIONAL, STATE AND LOCAL CODES. THIS SHALL INCLUDE THE 2007 FLORIDA BUILDING CODE AND THE 2007 FLORIDA PLUMBING CODE, WITH 2O09 AMENDMENTS. 2. REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING. INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS DEPICTED ON THE PLANS. 3. COORDINATE WITH OTHER TRADES TO PREVENT CONFLICTS WITH HVAC DUCTS, ELECTRICAL LIGHTING AND STRUCTURAL ELEMENTS. 4. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES SHOWN ON THE PLUMBING FIXTURE SCHEDULE. VERIFY MOUNTING HEIGHT AND CONNECTION SIZES OF ALL PLUMBING FIXTURES PRIOR TO INSTALLATION. 5. ALL WORK, BOTH MATERIAL AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE BY THE OWNER. WATER PIPING 1. THE WATER PIPING SHALL BE TYPE "K" COPPER BELOW GRADE, WITH VINYL SLEEVE FOR ANTI -CORROSION, AND TYPE "L" ABOVE GROUND WITH WROUGHT COPPER FITTINGS (ASTM B16.22-89) AND SOLDER JOINTS. 2. THE WATER SERVICE TO THE SPACE IS EXISTING TO REMAIN. 3. THE MAIN BACKFLOW PREVENTER IS EXISTING TO REMAIN. 4. THE SITE WATER METER IS EXISTING TO REMAIN. 5. SUPPORT ALL PIPING WITH PIPE HANGERS EQUAL TO GRINNEL. 6. PROVIDE EACH FIXTURE WITH A SHUT-OFF SUPPLY STOPS. EXPOSED STOPS AND SUPPLY PIPING SHALL BE CHROME PLATED, WITH CHROME ESCUTCHEON PLATE AND SET SCREW. STOPS SHALL BE 8" AFF FOR WATER CLOSETS AND 16" AFF FOR LAVATORIES. 7. PROVIDE UNIONS FOR ALL CONNECTIONS TO SERVICEABLE EQUIPMENT. UNIONS SHALL BE DIELECTRIC WHERE DISSIMILAR METALS ARE CONNECTED. 8. INSULATE ALL HOT WATER PIPING WITH I" ARMAFLEX OR in FIBERGLASS EQUAL TO MANVILLE MICRO-LOK AP-T. VAPOR SEAL ALL BUTT JOINTS. 9. PROVIDE WATER HAMMER ARRESTORS, EQUAL TO JR SMITH 5000 SERIES, IN ACCORDANCE WITH PDI STANDARD WH-201. FIELD FABRICATED SHOCK ABSORBERS ARE NOT ACCEPTABLE. 10. PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. 11. STERILIZE ALL WATER PIPING IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS. 12. TEST ALL WATER PIPING AT 100 PSIG FOR SIX HOURS OR AS REQUIRED BY THE JURISDICTION. 13. PROVIDE SHUT OFF VALVES FOR ALL EXTERIOR HOSE BIBS AND WALL HYDRANTS. 14. PROVIDE SERVICE VALVES AT EACH BRANCH SUPPLY LINE, AS DEPICTED ON THE PLAN. ALL VALVES, CHECK STOPS, ETC. SHALL BE RATED FOR 125 LB SERVICE. VALVES SHALL BE BALL OR GATE TYPE, GLOBE VALVES ARE NOT ACCEPTABLE. VALVES SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION FOR SERVICING AND OPERATION. SANITARY, WASTE AND VENT PIPING 1. SANITARY WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC DWV (ASTM-2665) WITH SOLVENT WELDED JOINTS. 2. SLOPE OF SANITARY AND WASTE PIPING SHALL BE UNIFORM, WITH A MINIMUM OF in PER FOOT FOR 2" AND A MINIMUM OF In PER FOOT FOR LARGER PIPING. 3. EXPOSED WASTE DRAINS IN RESTROOMS SHALL BE CHROME PLATED BRASS TUBING WITH MATCHING CHROME ESCUTCHEON PLATE. 4. PROVIDE INTERIOR AND EXTERIOR CLEANOUTS AS REQUIRED BY CODE. 5. FURNISH 4 LB LEAD OR 8 OZ COPPER VENT FLASHING FOR INSTALLATION BY THE GENERAL CONTRACTOR FOR ALL VENTS THROUGH ROOF. VERIFY TYPE OF ROOFING PRIOR TO INSTALLATION. 6. TEST SANITARY, WASTE AND VENT PIPING USING A 10 FOOT WATER COLUMN FOR 2 HOURS OR AS REQUIRED BY THE JURISDICTION. WATER DEMAND (SILVER RING) CW HW TOTAL CITY TOTAL EACH EACH EACH EACH ALL P-1 HAND SINK 1.5 1.5 2.0 2 4.0 P-2 TRIPLE COMPARTMENT SINK 2.0 2.0 3.0 2 6.0 P-3 DRINKING FOUNTAIN 0.5 0.0 0.5 1 0.5 P-4 WATER CLOSET 5.0 0.0 5.0 2 10.0 P-5 LAVATORY 1.5 1.5 2.0 2 4.0 MSB MOP SERVICE BASIN 2.0 2.0 3.0 1 3.0 TOTAL WSFU 27.5 TOTAL GPM = 22 PIPE SIZE = 1" GREASE INTERCEPTOR SIZING TRIPLE COMPARTMENT SINK (19"x18"x13" DEEP) (13,338 CU. IN.) / (231 CU. IN. / GAL) = 57.74 GALLONS 57.74 GALLONS x 0.75 CAPACITY = 43.31 GALLONS USING A 1 MINUTE DRAIN PERIOD = 43.31 GPM REQUIRED. „ 50 GPM CAPACITY PROVIDED. r Q Y a cc 'n z o � 1 J w ! Li z w w z w U Z O� o I J a J o Jp = LL UQ =>- Z) > LIJ o �W N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS: 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWINGS PLUMBING DETAILS SEEDS Engineering, Inc. ASH PROJECT #: 710-009 27730 Santa Anita Blvd. p: (813) 902-2515 Wesley Chapel, FL 33544 f: (813) 902-2516 jmakar@seedseng.com P 10 1 Florida Certificate of Authorization No. 28278 09-09-10 0 )VE NG BY ■ n FIRE PROTECTION PLAN SPRINKLER DRAWING NOTES 1. PROVIDE WET PIPE SPRINKLER SYSTEM TO PROVIDE COMPLETE COVERAGE THROUGHOUT 9. PROVIDE ADDITIONAL DRAINS REQUIRED TO COMPLY WITH NFPA 13. 18. CONTRACTOR TO CONDUCT FLOW TEST AND HYDRAULIC CALCULATIONS TO VERIFY THAT SYSTEM BUILDING AND DRY PIPE SYSTEM UNDER CANOPY AS REQUIRED BY LOCAL AUTHORITY TO COMPLIES WITH THE REQUIREMENTS OF NFPA 13 FOR ORDINARY HAZARD GROUP 2. COMPLY WITH 2O02 EDITION OF NFPA 13, 2007 FLORIDA FIRE PREVENTION CODE, 10. FLUSH AND TEST SYSTEM IN ACCORDANCE WITH NFPA 13. SAVE -A -LOT CRITERIA, AND AUTHORITY HAVING JURISDICTION. 19. SPRINKLER HEADS SHALL BE ORDINARY HAZARD AND ORDINARY DEGREE TEMPERATURE RATED 11. CONTRACTOR SHALL PREPARE SHOP DRAWINGS BASED UPON THESE PLANS AND OBTAIN UNLESS PROXIMITY TO A HEAT SOURCE REQUIRES A HIGHER RATING PER NFPA-13. 2. CONTACT SAVE -A -LOT REPRESENTATIVE FOR INFORMATION ON SPRINKLER SYSTEM APPROVAL OF AUTHORITY HAVING JURISDICTION, PRIOR TO CONSTRUCTION. IF THE DESIGN REQUIREMENTS. DEPICTED ON THESE DRAWINGS EXCEEDS THE MINIMUM REQUIREMENTS OF NFPA 13 OR THE 21. AT FINISHED SPACES SPRINKLER HEADS ARE TO BE LOCATED IN MODULAR TILES 12 INCHES AHJ, COMPLY WITH THESE DRAWINGS UNLESS WRITTEN APPROVAL IS REQUESTED OF AND FROM CEILING GRID AND CENTERED UNIFORMLY AND SYMMETRICALLY IN SPACES WITH HARD 3. SPRINKLER PIPE SHALL BE PER NFPA STANDARDS. BRANCHLINES TO BE ALLIED X-L PIPE OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO BIDDING. IF APPROVAL IS NOT CEILINGS. WITH THREADED FITTINGS, SCHEDULE 40 PIPE WITH THREADED FITTINGS OR SCHEDULE 10 REQUESTED AND THE DEVIATION IS INCORPORATED INTO THE SHOP DRAWINGS, APPROVAL OF PIPE WITH WELDED OUTLETS AND GROOVED JOINTS. CROSS MAINS TO BE ALLIED X-L PIPE SHOP DRAWINGS DUE TO THE FAILURE OF THE ENGINEER OF RECORD TO DETECT THE 22. PROVIDE FLOW SWITCHES ON RISERS AND TAMPER SWITCHES ON ALL CONTROL VALVES, WITH THREADED FITTINGS OR 'THIN WALL' (PER NFPA) WITH WELDED OR GROOVED OUTLETS DEVIATION WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO MEET THIS INCLUDING THE PIV (FIELD VERIFY). PROVIDE CONDUIT FROM PIV (AS APPLICABLE) TO AND JOINED WITH GROOVED FITTINGS. ARMOVERS AND DROPS SHALL BE SCHEDULE 40. ALL REQUIREMENT. IN THAT CASE, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE ANY FIRE CONTROL PANEL IN BUILDING FOR PIV TAMPER SWITCH WIRE. PIPE SHALL HAVE A CORROSION RESISTANCE RATIO OF 1.0 OR GREATER AND BE UL LISTED MODIFICATIONS NECESSARY TO COMPLY WITH THIS REQUIREMENT. AND FMG APPROVED. FITTINGS SHALL BE OF TYPE APPROVED AND LISTED FOR THE TYPE OF 23. THE RISER PROVIDING SERVICE COVERAGE TO THE TENANT SPACE IS TO BE SEPARATE AND PIPE SELECTED. DRY PIPE SYSTEM PIPING SHALL BE GALVANIZED. 12. IF CONFLICTS EXIST OR ALLOCATED SPACE IS INADEQUATE, CONTRACTOR TO NOTIFY INDEPENDENT OF OTHER AREAS OF COVERAGE. ARCHITECT PRIOR TO BIDDING AND OBTAIN WRITTEN INSTRUCTIONS FOR RESOLUTION. 4. ALL DEVICES TO BE UL LISTED OR FM APPROVED. 13. PIPE AND FITTINGS SHALL BE TYPE SPECIFICALLY IN NFPA 13. SCHEDULE 5 PIPE WITH 5. ALL MATERIAL, METHODS AND DESIGN SHALL BE PER 2002 EDITION OF NFPA 13. PRESS ON FITTING AND NON-METALLIC PIPE SYSTEMS ARE NOT ALLOWED. 6. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13. 14. SEAL ALL OPENINGS THROUGH CEILINGS AND PARTITIONS TO RE-ESTABLISH THE FIRE RATING OF THAT CEILING OR PARTITION. SEE ARCHITECTURAL DRAWINGS FOR RATINGS. 7., PROVIDE SPARE SPRINKLERS AND SPRINKLER WRENCH IN METAL CABINET PER NFPA 13. 15. ALL PIPING IN AREAS WITH DROPPED CEILINGS SHALL BE CONCEALED ABOVE THE CEILING. 8. COORDINATE EXACT LOCATIONS OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL AND STRUCTURAL ELEMENTS OF BUILDING. MAKE MODIFICATION WITHOUT 16. RAISE OR RELOCATE ANY PIPE REQUIRED TO PERFORM ALL WORK WITHIN STORE, ADDITIONAL COST TO THE OWNER. 17 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL RELATED FEES. 1 N LEGEND CHROME RECESSED PENDENT SPRINKLER O BRASS UPRIGHT SPRINKLER O DRY PENDENT SPRINKLER 0 BRASS SIDEWALL SPRINKLER D L"! DESIGN CRITERIA 1. RETAIL SPACE AND STORAGE ROOM ARE ORDINARY HAZARD GROUP 2. a.MAXIMUM SPRINKLER COVERAGE IS 130 SQ FT. b.DENSITY IS 0.20 GPM / SQ FT. c.HYDRAULIC DESIGN AREA IS 1500 SQ FT. d.HOSE STREAM ALLOWANCE IS 250 GPM. NOTE: THIS PRECLUDES ANY HIGH PILED STORAGE AS DEFINED BY NFPA 13. 2. RESTROOMS, OFFICES, AND BREAKROOMS ARE LIGHT HAZARD. a.MAXIMUM SPRINKLER COVERAGE IS 225 SQ FT. b.DENSITY IS 0.10 GPM / SQ FT. c.HYDRAULIC DESIGN AREA IS 1500 SQ FT. d.HOSE STREAM ALLOWANCE IS 100 GPM. 3. SHOPPING CART STORAGE AREA a.MAXIMUM SPRINKLER COVERAGE IS 130 SQ FT. b.DENSITY IS 0.15 GPM / SQ FT. c.HYDRAULIC DESIGN AREA IS 1500 SQ FT. d.HOSE STREAM ALLOWANCE IS 250 GPM. ry w z w U OZ_ J Ja J o o LLI >. Z) LLJQ T. > a� w q a u) W N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS; 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWINGS FIRE PROTECTION PLAN ASH P.E. 45847 PROJECT #: 710-009 Charles A. Davis, P.E. 4004 Woodacre Lane (813) 968-3270 FP1 00 Tampa, Florida 33624 fax: (813) 960-9724 09-09-10 p r �(