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70'-0" x 130'-0" 9,100 SQ. FT. PROTOTYPE ficill SIDE ENTRY WITH LEFT REAR DELIVERY_LECTRICALPERIATTING&INSPECTIONSARE RELEASE 3/20/2018 BY THE COLORADO STATE ELECTRICAL BOARD Ruil Jinn Sinnc Sign Size ISign Weightl #Of Circuits I Amps Vol[age 3'-9'x 26'box 4411bs. (1)15A 5 115 4'-6" x 33'-3" box 750 Ibs. (1 j 15 A 8.4 1 115 I Building Letters Sign Size Sign Weight #Of Circuits Amps Voltage 18" 215 LBS- (2) 15 A 18.6 115 ' 24" 288 lbs. 1 (1) 15 A & (1) 20 A 123,451 115 30" 3871bs. (2) 20 A 28 115 35" 649 Ibs. ! (2) 15 A & (1) 20 A 32.9 i 115 P Ion Signs Sign Size ISign Weight #Of Circuits Amps Voltage 4'x8' 1881bs. (1)15A 1.7 115 5'x10' _ 3751bs. (1)15A 3.4 115 6'x 16' T38 It (1)15A 5 115 SIGN SPECIFICATIONS 1, BUILDING SIGNS: PROVIDE CONDUIT AND WARE FROM ELECTRICAL PANEL TO THE SIGN CANOPY. THE CONDUIT IS TO BE 1' AND HAVE ONE SET OF 1 DK2 W RE WITH GROUND. BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO SUPPORT THE DOLLAR GENERAL SIGN OF UP TO 1400 LBS. NOTE: IF THE LEASE SPECIFIES A 5-0" X 40-a' BUILDING SIGN OR 24' LETTER SET (OR LARGER), 2 qty. -10I2 WARE WATH GROUND. 2. PYLON SIGNS: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO LOCATION OF THE PYLON SIGN BASE. BURY CONDUIT UNDER PARKING AREA. THE CONDUIT IS TO BE 1"AND HAVE ONE SET OF 10/2 HARE WATH GROUND. 3. FINAL ELECTRICAL CONNECTIONS FOR SIGN SHALL BE THE SIGN VENDORS RESPONSIBILITY SINCE THE'X BOX AND VWRES ARE IN PLACE. 4. SEE CHART ABOVE FOR SIGN SPECIFICATIONS. S. SEE SHEET AS FOR SIGN BRACING DETAILS. 6. PYLON SIGN CABINETS TO CLEAR 15' FROM GRADE AND EDGE SHALL BE LOCATED NO CLOSER THAN 1U TO ANY OVERHEAD UTILITY LINES =LECTRICAL ROUGH IN APPROVAL IS I (EQUIREO AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT COONAL INSPECTIOI; SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIEL D CGI INITY BUILDIi'G rttF2rjF<<'.; I:- ,iT DATE 8 �'� FIELD CUPY NO INSPECTION 1N1+ H!")UT THESE PLANS : ``< Page U VERIFY ALL SIGN SIZES, ETC. WITH DOLLAR GENERAL BEFORE ORDERING. SIGNS MAY VERY AT DIFFERENT LOCATIONS. VERIFY WITH SIGNAGE@DOLLARGENERAL.COM THIS SIGN IS FOR SPECIALTY USE ONLY. 130T TYP L''�I3' LLIt I, z . _ _ . L.,_ PROPOSED SIGN DETAILS N.T.S. DOLLAR GENERAL TBD STONE QUARRY RD PARACHUTE, CO STORE #19727 REQUIRED NATIONAL ACCOUNT VENDORS COMPANY CONTACTS PHONE# REQUIRED ITEMS RAINBIRD IRRIGATION LOCAL RAIN BIRD DISTRIBUTER WWW.RAINBIRD.COM IRRIGATION SYSTEMS EUCLID CHEMICAL PHIL BRANDT 877-438-3826 CONCRETE POLISHING SYSTEMS COMPANY PBrandt@euclidehemical.com RETRO-PLATE SYSTEMS SCOTT MAXFIELD 801-641-6796 CONCRETE POLISHING SYSTEMS scott.maxfield@retroplatesystem.com RECORD DOOR SYSTEMS MICHAEL VINNIK 704-290-0234 IN,KY,MD, MODEL #5100 SERIES dollargeneral@recorddoors.com OH, PA,VA,WV STANLEYACCESS DENNIS WEBB 256-776-8902 AR,AZ,CA,CO,CT,DE,IL,IA,KS,LA,MA,ME,MI,MN,MO, MODEL#DG2000 TECHNOLOGIES DGdoors@sbdinc.com ND,NE,NH,NJ,NM,NV,NY,OK,OR,RI,SD,TX,VT,WN ASSA ABLOY ENTRANCE ROSS MERKLING 609-528-2580 AL, FL, GA, MS, NC, SC, TN MODEL #SL500 SYSTEMS dollargeneral.besam.us@assaabloy.corr GIRTMAN AND ASSOCIATES MIKE MOYNAHAN 615-350-6000 INTERIOR DOORS AND FRAMES AL,AR,AZ,CA,CO,FL,GA,IA,KS,LA,MS,MN, dgeonstmction@bass-secudty.com AND RESTROOM ACCESSORIES MO,NE,NM,NV,OK,OR,SC,SD,TN,TX,WI COOK & BOARDMAN GROUP JOE HARRELL 336-837-0673 INTERIOR DOORS AND FRAMES CT,DE,IL,IN,KY,MA,MD,ME,MI,NC,NH,NJ, nationalsales@wokandboardman.wm AND RESTROOM ACCESSORIES NY,OH,PA,RI,VA,VT,WV SHERWIN WILLIAMS LOCAL SHERWIN WILLIAMS STORE PAINT, PRIMER, CONCRETE SEALER AND BLOCK FILLER MC CUE CORPORATION KEVIN O'NEILL 678-492-4026 koneill@mccue.com TRIM KIT INCLUDES BUMPER GUARDS AND CART STOP YORK NATIONAL ACCOUNTS 800-481-9738 HVAC UNITS york-dollargeneral-be@jci.com AR, CO, IL, IN, KY, KS, MO, OH, OK, WV CARRIER HASAN KHALIL 315-432-7655 HVAC UNITS Hasan.Khalil@carTier.utc.com CT, IA, MA, ME, MI, MN, NO, NE, NH, NJ, NY, PA, RI, SD, VT, WI LENNOX SCOTT MACDONALD 972-497-6781 HVAC UNITS dollargeneral@lennoxind.com AL, AZ, CA, DE, FL, GA, LA, MD, MS, NC, NM, NV, OR, SC, TN, TX,VA ROOF CURB SYSTEMS CLIFTON REASOR 800-683-5848 RTU CURB DollarGeneral@roofcurb.com CURBS PLUS INC. ALLAN THRAILKILL 888-639-2872 RTU CURB alan.thrailkill@curbs-plus.com KCC INTERNATIONAL INC. GREG CONRAD 800-382-2872 RTU CURB gconrad@kcccurbs.com CED - CONSOLIDATED ROBERT DECKER 270-781-2229 ELECTRICAL SWITCH GEAR AR,AZ,CA,CO,IA,IN,IL,LA,KS,KY,MI,MN, ELECTRICAL DISTRIBUTORS robertd@cedbgky.com MO,MS,ND,NE,NM,NV,OK,OR,SD,TX,WI NESCO CHRIS TRACY 800-244-6980 ELECTRICAL SWITCH GEAR AL,CT,DE,FL,GA,MA,MD,ME,NC,NH,NJ, dollargeneral@needhamelectric.com NY,OH,PA,RI,SC,TN,VA,VT,WV USLED DANA PORTER 713-337-3836 ELECTRICAL LIGHTING AR,CO,IA,IL,IN,KS,KY,MI,MN,MO, PAULJEZIOROWSKI DGUSLED@usled.com SUPPLIES ND,NE,OH,OK,SD,WI,WV LEDS MICHAEL STRINGER 920-915-4010 ELECTRICAL LIGHTING AL,AZ,CA,CT,DE,FL,GA,LA,MA,MD,ME,MS KYLE KNAPP DGORDERS@leds-Ilc.com SUPPLIES NC,NH,NJ,NM,NN,NY,OR,PA,RI,SO,TN,TX,VA,VT D&P CUSTOM LIGHTING NATIONAL ACCOUNT SALES 800-251-2200 CUSTOM POWER POLES CROSSCOM NATIONAL ANDREA LEMAY 847-850-6297 LOW VOLTAGE & VOICE/DATA CO,CT,DE,FL,IA,IL,IN,KS,MA,MD,ME,MI,MN, dollargeneral@crosscomnational.com MO,ND,NE,NH,NJ,NY.OH,PA,RI,SD,VT,WI, ASD CHRIS RUDNITSKI 828-624-1046 LOW VOLTAGE & VOICE/DATA AL,AR,AZ,CA,GA,KY,LA,MS,NC,NM,NV, crudnitski@asd-usa.com OK,OR,SC,TN,TX,VA GRAYBAR JEROME BANNISTER 615-743-3202 office, 615-924-2135 cell CABLE TRAY DollarGenemi@gmybar.com EMERSON CLIMATE WEBSITE: USER NAME: dollargeneralbid EMS SUPPLIER NOTE: CUSTOMIZED DOLLAR GENERAL EMS PANEL REQUIRES TECHNOLOGIES http://dollargeneralbid.ectsolutions.net PASSWORD: dollargeneralbid STORE #, CITY, STATE, ZIP CODE & QTY. OF HVAC UNITS OF THE INSTALL SITE WHEN ORDERING. STANLEY CONVERGENT DAN GOLDSMITH 740-215-8913 INTERIOR FIRE ALARM PANELS SECURITY SOLUTIONS REQUIRED NATIONAL ACCOUNTS FOR ENGINEERING AND CONSTRUCTION MATERIAL TESTING COMPANY CONTACTS PHONE# ATC ASSOCIATES, INC. LESLIE GREENWOOD 205-733-8775 1,wow.atcassociates.com leslie.greenwood@atcgc.com BUILDING AND EARTH MATTADAMS 205-836-6300 Wmv.buildingandearth.com SCIENCES, INC. dollargeneral@buildingandearth.com EAS PROFESSIONALS, INC. JERRY MARRONE 864-234-7368 w .eas-pm.com doJlargeneral@eas-pro.com PROFESSIONAL SERVICE TERESA HEBNER 770-424-6200 #3030 www.psiusa.com INDUSTRIES, INC. (PSI) teresa.hebner@psiusa.com TERRACON JOHN MEADOW 770-623-0755 #353 www.terracon.com dollargeneral@terracon.com NOTE: MATERIAL TESTING IS REQUIRED ON ALL TRIPLE NET LEASES. PROTOTYPE MANAGEMENT TEAM MJM ARCHITECTS GARY CONWAY 615-244-8170 WArvw.mjmarch.com dg@mjmarch.com ENTECH MITCH SIMPSON 515-373-2640 www.entechln.com email@entechtn.com NATIONAL ACCOUNT & CONTACT INFORMATION SUBJECT TO CHANGE FITZ70 GENERAL: T01 TITLE SHEET................................................................ CIVIL: CIVIL DOCUMENTS TO BE SUBMITTED SEPARATELY BY CIVIL ENGINEER ARCHITECTURAL: C01 SITE PLAN - FOR REFERENCE ONLY ....................... 02/16/18 F01 FIXTURE PLAN - FOR REFERENCE ONLY........... . 11/20/17 A01 FLOOR PLAN, DETAILS & INTERIOR PARTITIONS. ....................... ........................................ 11/20/17 A02 EXTERIOR ELEVATIONS ............................................ 11/20/17 A03 SECTIONS & DETAILS ................................................ 11/20/17 A04 ROOM FINISH SCHEDULE & SALES FLOOR ELEVATIONS....................................................... ....... .. 11120/ 17 A05 DOOR SCHEDULE & DETAILS ............................" ' ...11120/17 A06 TOILET ROOM PLAN & DETAILS ................................ 11/20/17 A07 REFLECTED CEILING -PLAN ....................................... 02/16/18 STRUCTURAL: S01 ROOF PLAN & METAL BUILDING NOTES ....... ....... ....01/08/18 S02 CONCRETE SPECS & CONCRETE FINISH SPECS.......................................................................... 11/20/17 S03 CONCRETE ANALYSIS, MISC NOTES & ROOF CURB DETAILS ................................................. 11/20/17 ELECTRICAL: E1 POWER PLAN.............................................................. 11/20/17 E2 LIGHTING PLAN........................................................... 02/16/18 E3 POWER POLE DETAILS .............................................. 11/20/17 E4 PANEL SCHEDULES -THREE PHASE ....................... 11/20/17 EMS1 EMS LOW VOLTAGE PLAN ............................. I.......... 11/20/17 MECHANICAL: M1 HVAC LAYOUT&SCHEDULE..................................... 11/20/17 PLUMBING: P7 PLUMBING PLANS & SCHEDULES ............................. 11/20/17 P2 PLUMBING DETAILS & DIAGRAMS............... --......... 11/20/17 TOTAL SQUARE FOOTAGE 9,100 S.F. TOTAL LEASABLE AREA 9,026 S.F. OVERALL BUILDING DIMENSIONS 70'-0"X 130'-0" SALES FLOOR DIMENSIONS 68'-0" X 104'-6" SALESAREA 7,263 S.F. RECEIVING AREA 1,111 S.F. BREAK ROOM & OFFICE AREA 175 S.F. TOILET ROOMS & HALLWAY AREA 175 S.F. TOTAL NET AREA 8,724 S.F. (BLDG AREA PER BLDG CODE) NOTES: 1. BUILDING MUST COMPLY WITH ALL BUILDING (FEDERAL, STATE AND LOCAL), FIRE, ACCESSIBILITY AND HEALTH DEPARTMENT CODES. 2. NO TAPERED COLUMNS ALLOWED. 3. MAINTAIN INTERIOR CLEAR SALES SPACE AS REQUIRED ON PLANS. SEE PAGE S1 FOR GARFIELD COUNTY BUILDING REQUIREMENTS. Ca d u� v CV N r0 I � N Cq I In CQ tV F U E- am2 d�N I Z,qj �10 1IIL..���1III U coon Oz moFI E OP Fapa I V z z wLw �tY O W W G W w c. a Q W :IZ If e0 C � ro g V UW H � t■Ii x D0U oQa REVISI NS� VERIFY AND COMPLY WITH ALL APPLICABLE n04Pr.o0= DOLLAR GENERAL TECH. BULLETINS PRIOR TO n CONSTRUCTION.VERIFY WIND LOAD WITH IBC 2015 - 3 ARCHITECT HAS REVIEWED DOLLAR GENERAL PROTOTYPE DRAWINGS FURNISHED FOR THIS 4 PROJECT AND PUT SEAL ON SAME. DRAWN BY: O PROTOTYPE DRAWINGS COMPLETED BY CHECKED BY:Ln N m ARCHITECTS AND ENGINEERS LISTED ON T.M. o0 PROTOTYPE MANAGEMENT TEAM SHOWN. LANDLORD: co o E PERMN: T- ISSUE DATE: to DO 02/16/18 c AND THE INFORMATION -JO& NO.: � ON IS THE PROPERTY OF -D 00-000 PRISES, INC. IT SHAUL NOT SHEET. Cf BE R DUPLICATED IN ANY MANNER ESFKLLNOT OT BE SUBMTTTEO i0 ANYFOR AS SW IS FOR PARTY OR UTTEN APPROVALOUTSUT 1 21 WRIGONSED OF y PENDING API V D3 J J J � r_ Cu ,Hr 3 r� L � LII G o COLCREDTOOLED'SERRATED SLIP RESISTANTSLRFACING AND'OR TACTILE WARNING DEVICEASREOUIREDDY UOMAI SLOPE PAINTEDYELLGN //�\ STAN6WDACCEssIBLE ACCEQUIRE. PAINTED "KING SIGN PARKING SIGN, A4 REW IRED I ON PAVEMENT PANT COLOR ON PAVEMENT.P c.RIDICTION TORE PER HEALTHORTY HAVNG JLRRDICTION. REDT� SI[EW01 K I I I ABOUTT OUT THEEFRONT `. �� RAMP DOOR Q'MIN Q ICULAFCPA O eA YELLOW —LLOW 1:10 MAX. SLOP PAINTEDYELLOI BOLLARDNATH ACCESSIBLE PARKING SIGN, AS REW IRED. NOT ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL CODESA4 ADAAG REGULATIONS. �L/UU�JI HAVINGJURISDICTIONIN II srPNDARDACCESSIBLE PARKING SYMBOL PAINTED IXJ PAVEMENT TOBEPERTHEAUTHCRTY HA NNGJURISUCTION. `PARKING SPACE STRIPE. PAINT WLDR TO BE PER THE AUTFIORITY HAVING JURISDIGTICN. ACCESSIBLE PARKING DETAIL CG4 SCALE: NTS(1/4--=1'-0) ACCESSIBLE PARKING, a ACCESS RAMP AND ACCESS AISLE DETAILS 2 D4 SCALE: NTS NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING POSTAL DELIVERY METHOD WITH THE LOCAL JURISDICTION. IF A PHYSICAL MAILBOX IS REQUIRED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PURCHASE, LOCATION PLACEMENT AND INSTALLATION. REFER TO HIGH COUNTRY ENGINEERING, INC. DWGS. FOR SITE WORK INFORMATION INCLUDING ALL UTILITIES. 'VERIFY LOCATION OF BUILDING WITH CIVIL DWGS. SURVEY AND LAYOUT COPIED FROM CAD DWG.RECEIVED FROM DAN DENNISON OF HIGH COUNRTY ENGINEERING, INC. EMAILED ON 02.06.18. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION, DEPTH, AND SIZE OF ALL UNDERGROUND UTILITIES AND STRUCTURES AND SHALL BE LIABLE FOR ANY DAMAGE CAUSED BY FAILURE TO COMPLY WITH THESE INSTRUCTIONS. CALL 811 BEFORE YOU DIG. STRIPING LEGEND YELLOW SURFACES SHOULD PE CUI CRT AND CURBING METAL SURFACES FREE OF HEAVY RUST AND BOLLARDS COATS SHERWIN WILLIAMS -KEM 4W0 ACRYLIC ALKYD ENAMEL SAFETY YELLOW PARKING LOT BV5Y 0 STRIPING- SURFACES SHOULD BE CLEAN, DRY. TOP PARKING LOT COAT SHERWIN W LUAMS-PROMAR TRAFFIC MARKING PAINT YELLOW TM54S5 HANDICAP SURFACES SHOULD BECLEAN. DRY. TOP STRIPING- COAT SHERWIN WILLIAMS-PROMAR PARKING LOT TRAFFC MARKING PAINT "H.C'BLUE CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILIN CONNECTIONS (ELECTRIC, WATER GAS SEPTIC SEWER) A6 WELL AS PROVIDING ALL INFRASTRUCTURES REQUIRS BY UTILITYCOMPANY L�� 44/ co z "V >\�^Do W co W 11 DC SO>�0„ 46 S 1je qq�4U O� co TYR (SEE MALI RAMP DOWN TO PAVEMENT. -- +/— 99FT_JZ— — v I I I I I I \ I I I I. I ILL co IM I� C + PAD \ 15'-0'� t BUILDING 9,100 SQ,FT, 5'x5'CONCRETE - ' -D PROPERTY AREA 70,216 SQ,FT, PAD AT E%IT DOOR as-o DRIVEWAYS & PARKING 20,409.77 SQ,FT, 37 PARKING SPACES (9'X20' TYP) I ..e - • • J_� STRIPING PREFERRED FDR CLEAR TRUCK d ACCESS I I BBCC AR)s o 13 D HEAVY DUTY PAVEM-NT (SHOWN SFADED) C01 o LIGHTED PYLONUNDERGROUND EIONWTH UNDERGROUND n 11 VJ:H IF CONCRETE 4l. PING VEE LOCATE SIGN WITN OPTIMIZED IVITHCTIMIZE VISIBILITY SA FETYETEAD04 EAFETYVL YEVV IAK AT EDGEGF ALLSUEVENT BORDERING 4 Eh ENT 14 M' t 1 SITE PLAN �jl CC, SCALE'. 1"-20' PLAN NORTH 15410(MIN.) CONCRETE DUMPSTER PAD (PROVIDE ISN12'DUMPSTER ENCLOSURE IF REQUIRED) AREA FOR (2) STD DUMPSTERSWHSC WATER AND DRAIN. DUhPSTER PAD TO HE SMOOTHANDEASILY CLEANABLE. SANITARY LINE FROM BUILDING TO EXIT BUILDING NEAR MOP SINK LOCATION. CLEAW TNOT TOPE LOCATED IN SIDEWALK PROVIDE HIGH -TRAFFIC CLEANOUT IF LOCATED IN DRIVE AREA.TOI MATERIALS TO BE STORED AT OR UNDER MOP SINK. DRIVEWAY CONSTRUCTION WITHIN ROAD RIGHi�F-WAT SHALL MEET JUREOICTIONAL REQUIREMENTS. AT A MINIMUM DRNEWAYTURNOUT 'STANDARD STATE APPROVED ACCESSIBLE SIGNAGE INSTALLED ON A METAL COLUMN AT THE PROPER HEIGHT REQUIRED. SIGNAGE BELOW THE ACCESSIBLE SIGN AS REQUIRED PER REGULATIONS. 'BOLT SIGNS TO GALVANIZED METAL PIPE COLUMN FILLED STEEL PIPE BOLLARD, PAINTED YELLOW AROUND PIPE COLUMN a ACCESSIBLE PARKING SIGN CD4 SCALE: NTS (X4"=1'41') C�a ��.•. E mi E- cc �a� F W umn z PRIVACY FENCE DETAIL 1� 6,C a din W SCALE: NTS I1J2'=1'4Y') Z C dI � 0 ,.•1 � � �cor1 ao 389.61 Z�� - • (nt RZ pQ 260 FT. Of xoa M < F 95R C] I- 0_ /EXISTING EDGE OF ASPHALT � REVISIONS: ,. ., �...• .. ,.�.,- .�..,.... -„ 1 �' I 02.08.18 "' 12 02.16.18 MARRY RROADx. a I n DRAWN BY CHECKED BY: T A. .. _ , .. ..., ., . LANDLORD: a ISSUE DATE: NI I , a .e s,- �`.02/16/18 NG AND THE INFORMATION JOB NO.: - REON IS THE PROPERTY OF 00-000 ERPRISES, INC. R SHALL NOT UPLICATED IN ANY MANNER BE IS OR DBE rANDSFLNI SHEET. NOTPIED BMI TED TO ANYC1 FOR APPROVAL�UORRITTED 0 SENT. FOR 2 21 OF 0 z 5 z — fa� � o�o�,�000_eFys IY I 1 I I i ARC3a C I 5'-2" x - - 5'-2- S'-2' S-6 t2 Fillz j NOTE: FRONT CHECKOUT COUNTER TO BE PROVIDED BY DOLLAR GENERAL AND INSTALLED AT DOLLAR GENERAL'S DIRECTION. COUNTERS SHALL INCLUDE A PORTION OF AT LEAST • �lx V in N '! I 36' IN LENGTH WHICH IS NO MORE THEN 34" ABOVE THE FINISH FLOOR. COUNTERS SHALL BE ON AN ACCESSIBLE ROUTE. N t A - SERVICI= COUNTER PLAN Zw �"� I W �. HECK WRITING SURFACE N IL z k • It O � kk W I I W W I I B -ELEVATION e'-a trz" j~ W B o — 4 YJ z SERVICE COUNTER DETAILS cc v 25'£12' 5 F01 SCALE. 1/4"=1'-G" O i VV M1� b ff / Fz p 22'-3112' n 901R' R q jI e 1 cam. lH ` L LLB �- e,. zswnex zs � 28 9 3 j I L4—Y t J 1U]'A _ FIX P N Po1 SCALE: PWJ NORTH Lrj,J F Q U F U p1 CJ z zoo �u' awe oo H-I z LLI � W Z �z a 5Q MEF Of REVISIONS: F-2]. F-3].. n DRAWN BY: CHECKED BY! T.M. LANDLORD: PERMR: ISSUE DATE: 02/16/18 JOB NO.: THIS DRAWING AND THE INFORMATION - SHOWN THEREON IS THE PROPERTY OF 00-000 it MIWN ENTERPRISES, INC. IT SHALL NOT BE COPIED OR DUPLICATED IN ANY MANNER SHE11:w ri. 1 AND SHALL NOT BE SUBMITTED TO ANY OR USED AS A FOR FOR APPROVAL 3 z DESIGINEW� WRITTEN CONSENT.IS OF 21 a fi■Iu�r� P DING APPROW 0 3 A02 FLOOR LINE OF FREEZER (CONTRACTOR TO COOLERS BEYOND PROVIDE AND INSTALL 2x6 WHITE PINE GRADE FIXTURE SUPPLIED AND INSTALLED BY DOLLAR GENERAL MERCHANDISING DEPARTMENT CONTRACTOR TO FURR OUT ANCHOR BOARDSAS REQUIRED TO BE CONTRACTOR TO FLUSH WITH STEEL PROVIDE AND FRAMES INSTALL 2x4 WHITE PINE GRADE 2 OR BOARD DETAIL INTERIOR FACE OF PEMB DRINK FIXTURE WALL MOUNTING SUPPORT FRAMING BEYOND NOTES: ANCHOR BOARD: CONTRACTOR 1. PROVIDE AND INSTALL 2X6 WHITE PINE - TO PROVIDE AND INSTALL 2.6 GRADE 2 OR BETTER. WHITE PINE GRACE 2 OR BETTER, 2, PROVIDE AND INSTALL 2X4 WHITE PINE- FURR OUT A REQ'D TO BE FLUSH GRADE 2 OR BETTER. WITH FACE OF STL FRAMES 3. FASTEN THE 2X6 TO THE WALL WITH THE TOP OF FIXTURE TO BE AFFIXED TOP EDGE OF THE BOARD AT 78" AF.F., TO DRIED PINE NAILER BY REFER TO FINAL DG FIXTURE PLAN FOR DOLLAR GENERAL LENGTH AND LOCATION OF BOARD. MERCHANDISING DEPT 4. FASTEN THE 2X4 TO THE WALL WITH THE TOP EDGE OF THE BOARD AT 12' AF.F., REFER TO FIXTURE PLAN FOR LENGTH AND FIXTURE SUPPLIED & INSTALLED LOCATION OF BOARD. BY DOLLAR GENERAL 5. PRE -DRILL PILOT HOLES IN ALL BOARDS MERCHANDISING DEPT PRIOR TO INSTALLATION TO PREVENT WOOD SPLITS. 6. SECURE THE 2XG WITH TWO SELF -TAPPING MTL LINER PANELS SCREWS. MINIMUM SCREW SIZE 154"x 114". 7. FASTEN THE 2X4 WITH WITH SELF -TAPPING ANCHOR BOARD: CONTRACTOR SCREW PER WALL STUD. MINIMUM SCREW TO PROVIDE AND INSTALL 2X4 SIZE IS 4"x 1/4". WHITE PINE GRADE 2 OR BETTER, 8. CAULK THE EDGES OF THE 2XG AT THE TOP FURR OUT AS REQ'D TO BE FLUSH AND BOTTOM WHERE IT MEETS THE WALL WITH STEEL FRAMES PRIOR TO PAINTING. 9. PRIME AND PAINT BOTH BOARDS TO MATCH FINISHED FLOOR WALL COLOR. PEMB ROOF TYP. PURLIN/GIRT. SPACING (6-0" O.C.) PANELS PEMB INSULATION, COMPRESSED AS REO'D. FOR BLOCKING PEMB PURUN/GIRTS. METAL STUDS, ATTACHED TO PEMB PURUNS/GIRTS. A01 SCALE: NTS (12"=l'-0") 64T OF 48" HIGH FRP METAL BUILDING COLUMNS SHALL BE SHIM AND ANCHOR PER POST: (2) 400S762-16 WATER HEATER STRAIGHT. TAPERED COLUMNS REQUIRE MANUFACTURERS WITH (2) 4OOT12516 "EWH-20N SHELF WRITTEN APPROVAL. MAINTAIN INTERIOR RECOMMENDATIONS. FULL HEIGHT ABOVE MOP SINK CLEARANCE OF 6"" BETWEEN FACE OF PROVIDE CONTINUOUS GYPSUM BOARD OVER 3'-0" 4'-B' COLUMNS ON SALES FLOOR. SEALANT AND BACKER ROD METAL PANELS (AND BOLLARDS ON BOTH SIDES MP.) URRING IF REQUIRED) � PRE -FINISHED METAL WALL PANELS MOP SINK �—INSULATION WITH MOP HOLDER VAPOR BARRIER FAUCET THIS WALL WALL \\ -- `VT GYPSUM BOARD V. C METAL LINER PANELS (BY 21'-0" BI-PART WITH S' SPLIT FACE CMU a'-0' OF4g- I- PEMB) INSTALLED DIRECTLY TRANSOM AND GLASS. PAINTED TO MATCH LOCATION OF BACKFLOW HIGH FRP TO METAL BUILDING GIRTS COLOR: BRONZE FINISH. SIDE WALL PANELS. PREVENTER IF REQUIRED 3 ENLARGED MOP SINK PLAN 4 DETAIL AT COLUMN s EXTERIOR CORNER DETAIL 1 SCALE: NTS (1/2"=1'-0') 2 A01 SCALE: NTS H1 "=1'-0") A01 SCALE: NTS (i/2"=1'-0') DEFLECTION ACOUSTICAL TILE CEILING AND GRID (WHERE OCCURS, REFER TO REFLECTED CEILING PLAN) R-13 INSULATION (@ TOILET ROOM WALLS) GALVANIZED DEFLECTION TRACK WITH OFFSET LEGS TO ACCOMMODATE GYP. BOARD ON METAL RUNNER, FASTEN TO TRACK @ 24" O.C. 1/Z' MIN. GYPSUM BOARD ON 3-518". 20GA. METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK. GYPSUM BOARD TO RUN TO UNDERSIDE OF DECKABOVE AT ALL "OPEN TO DECK ABOVE" AREAS OR TO O' ABOVE CEILINGS. (USE MOISTURE RESISTANT GYPSUM BOARD AT WET LOCATIONS). SIDES) BASE TRACK, FASTEN TO FINISHED FLOOR FLOOR wlO.1770 xl-7/16"P.A.F., SHOT THRU A 1"0 x 16GA HOLELESS WASHER i16AN TYPICAL PARTITION AOt / SCALE: NTS FIRE CAULK, TYP (BOTH SIDES) GARALLEL / RLIN/GIRT._________/// Zs1 ONDITION in CONTINUOUS PEMB ROOF PANELS PERPENDICULAR 7 PURLIN/GIRT.----m CONDITION I za2 �g2 FOR FIRE RATING: COMPLETELY FILL VOIDS AT TOP OF WALLS, AROUND ALL PENETRATIONS PER U.L. #WL-1017 MIN. 518' THICKNESS OF J FILL MATERIAL INSTALLED ON EACH SIDE OF WALL BETWEEN TOP OF WALLBOARD AND ALL SURFACES OF THE STEEL DECK, FLUSH WITH EACH SURFACE OF WALLBOARD 1-HOUR FIRE -RATING: UL#U419, 465, HD-D-0489 or WP-1081 1 HR. =1 LAYER GYP BD EACH SIDE FIRE RATED GYP BD TO BE: U.S. GYPSUM CO. -TYPE SCX, SHX, WRX, IP-Xi, AR, C, WRC OR IP-X2. FIRE TAPE GYP BD IN LIEU OF STANDARD TAPING & SANDING. FLOOR PLAN KEYED NOTES Q RECEIVING DOOR BUZZER-TORK MDL.#TA725OR EQUAL ❑2 DOOR SCOPE. REFER TO DOOR SCHEDULE. WEATHER STRIP & LOW PROFILE THRESHOLD. SEE DOOR SCHEDULE. STRIPE FLOOR FOR DESIGNATED EGRESS PATH (PANT YELLOW) AND 3'-0' DESIGNATED EMS PANEL CLEARANCE (PAINT RED). ® STRIPE FLOOR FOR DESIGNATEDADA EGRESS PATH (PAINT YELLOW). Q PROVIDE AND INSTALL A TEN GALLON WATER HEATER (OR LARGER IF REQUIRED BY CODE) ABOVE THE MOP SINK. © 3 5/8" METAL STUD WITH 1/2" MINIMUM GYPSUM BOARD (BOTH SIDES). REFER TO NOTED WALL SECTION. REFER TO ROOM FINISH SCHEDULE FOR GYPSUM BOARD HEIGHT AT ANY PARTICULAR WALL. �7 METAL LINER PANELS T08'-0" A.F.F. (BY PRE-ENGINEERED BUILDING MAN UFACTUR ER). © DIMENSIONS ARE TO COLUMN LINE UNLESS OTHERWISE NOTED. �s METAL BUI USING PAN ELS(BY PEMB). PROVIDE TAMPER -RESISTANT FASTENERS FOR BOTTOM 8'-0'. 1D DONOR ETE SLAB WTH STRUCTURAL MIN. 6x8MiA WELDED WINE MESH OVER POLYETHYLENE VAPOR BARRIER (MIN. 10 MM THICK)OVER CRUSHED STONE BASE, TYPICAL, OR EQUIVALENT. SEE STR UCTU RAL DWGS. PROVIDE CONTROL JOINTS AS SHOWN ON S03. 1 METAL BUILDING SECTION FOR ADDITIONALINFORMATION.EFER TO WALL f 2 1¢' GYPSUM BOARD (TO 1 O'-0" A.F.F.) OVER METAL LINER PANELS AND INSULATION WITH VAPOR BARRIER. a SPLIT -FACED OMATCH SIDE L PANELS. ALIGN FACE OF SLOCKWRH STEEL PROVIDE PROPER ANCHORAGE TO STRUCTURE. la SLOPE CONCRETE 1/9" PER FOOT AWAY FROM BUILDING. IS COORDINATE CONCRETE SIDEWALK WITH CIIVL AND BROOM FINISH, TYPICAL. 18 BRONZE STOREFRONT SYSTEM. REFER TO NOTED WALL SECTION FOR ADDITIONAL INFORMATION. CONTINUE GYPSUM BOARD ABOVE STOREFRONT TO DECK. 17 LINE OF SOFFIT OR CANOPY ABOVE. GALVANIZED DEFLECTION TRACK OF 4pcf, 50% IN THICKNESS FIRE CAULK, TYP (BOTH SIDES) IPPLE STUD ATTACHED DEFLECTION TRACK GALVANIZED DEFLECTION TRACK WITH OFFSET LEGS TO ACCOMMODATE GYP. BOARD ON METAL RUNNER, FASTEN TO TRACK @ 24" O.C. RUNNER 50 MINIMUM TYPE W GYPSUM BOARD TO DECK ABOVE (BOTH SIDES) ON 3-5/8", 20GA METAL STUDS @ 16" O.C. FIRE CAULK (BOTH SIDES) BASE TRACK, FASTEN TO Ig AD.A COMPLIANT ACCESSIBLE RAMP WITH YELLOW PAINTED SIDES TO ACCESSIBLE PARKING STALLS. Is MC CU E CART AN D BUMPER GUARDS. TOP INSTALLED 7-5' A.F.F. ORDER TRIM KIT FOR THIS PROTOTYPE. ® WALL HYDRANT. REFER TO PLUMBING DRAWNGS FOR ADDITIONAL INFORMATION. 21 REFRIGERATION BY DOLLAR GEN ERAL. E3 BEAUTY AND COSMETICS SHELVING AND EOU IPM ENT. O ROUND PIPE STEEL COLUMN WITH RECESSED BASE PLATE. PAINT SW/005 PURE WM ITE. WRAP COLUMN WITH TIGHT LOOP CARPET (BLACK) FROM BASE TO 48- A.F.F. O POWER POLE. COORDINATE FINAL LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN (F01). 24 CONTROL JOINTS AN E TO BE PLACED ALONG COLUMN LINES AND MID POINT BEWTEEN COLUMN LINES. COORDINATE WITH STRUCTURAL DRAWINGS. ® FLOOR AREA AT BASE OF COLUMNS, WITHIN THE CONST JOINTS, TO BE PAINTED BLACK MAGIC TINT. ® ENDCAP COOLERIFR EEZER AN D DISPLAY LIGHTING AS NEEDED TO BE HARDW RED THROUGH WHITE SO CORD. GC TO LEAVE BOTTOM RANGING AT SO' A.F.F. (SEE ELECTRICAL). CORD ANCHORED TO PURLINS ABOVE. COORDINATE LOCATION W TH FINAL DOLLAR GENERAL FIXTURE PLAN. ® BEAUTYSTATION TO BE KARDWRED THROUGH WHITE SO CORD. GC TO LEAVE BOTTOM HANGING AT 48' A.F.F. (SEE ELECTRICAL). CORD ANCHORED TO PU RUNS ABOVE. COORDINATE LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN. ® WALL OUTLETS FOR BANKS OF COOLERS AND FREEZERS AND COSMETICS VALANCE, SEE ELECTRICAL FOR DETAILS. n❑ MC CUE RAILING IN FRONT OF ELECTRICAL PANELS. &.17 LONG WITH TOP TWO RAILINGS AND NO MIDDLE POST. ® CART AREA REFER TO 5 & WA06. ® FIRE RATED UL-U4251 HR WALL ASSEMSLY 3 %- METAL STUDS WI TYPE'A' GYP BD (BOTH SIDES) US-U41S 1 H R RATED ALLOWED ALSO TRIM WOOD NAILER (IF REO'D.) -TAL TRACK 11T' MIN. GYPSUM BOARD ON 3-5/8", 20GA. METAL STUDS ® 16' O.C. SON HTT4 REO'DJ SEALANT FLOOR w10.177"O x1.7/1T P.A.F., ` FLOOR W/0.177"0 xt-7116" P.A.F., FINISHED FLOOR SHOT FINISHED SHOT THRUA I"0■16GA. HOLELESSSS A WASSHH ER x i6GA FLOOR HOLELESS WASHER /�rBN FIRE -RATED PARTITION (IF REQ'D) f�7N PARTITION -OFFICE & BREAKROOM vA01 SCALE: MS (1"=1'-0") A01 SCALE: NT3 (i'�1'-0") Ala K S�►-� ��.� lva Lr m q THIS DRAWING AND THE INFORMATION �y Y�(x SHOWN THEREON IS THE PROPERTY OF MIWN ENTERPRISES, INC. IT SHALL NOT BE COPIED OR DUPLICATED IN ANY MANNER AND SHALL NOT BE SUBMITTED TO ANY FOR APPROVAL OUTSIDE PARTYOR USED AS A BASIS FOR DESIGN WITHOUT WRITTEN CONSENT. CQ m O C N AT w ti N W CAT N IL � W W G cn W lm 1� W F Q F W D, W CD�U FBI Qf Q w�w CC Z K- SFO OAU OUf OOf a Fa0.T C.- REVISIONS: n n n DRAWN BY: CHECKED BY: T.M. LANDLORD: PERMIT: ISSUE DATE 02/16/18 JOB NO.: 00-000 SHEET: Al 4 OF 21 PENDING I DOOR SCHEDULE SIZE DETAILS NO. Type DOOR HARDWARE REMARKS yy H T HEAD JAMB 6lA6 5/q6 (1-1n PAIR HINGES), (1) STANLEY PASSAGE LOCKSET OCL230. E-626-54- NO SOLID CORE WOOD DOOR OR HOLLOW CORE METAL DOOR 100 A 3'- 0" T- tl' 1 3/4" KEY REOUI RED, (i) STANLEY DOOR CLOSER ODC37 L689, (i) IVES WALL PAINTED SW6991, BLACK MAGIC (SEMI -GLOSS). STOP #402-12B-26D Lt-12) PAIR HINGES, (i) STANLEY STOREROOM LOCKSET SOLID WOOD DOOR OR HOLLOW CORE METAL DOOR 101 B 3'-tl' T- tl' 1 3i4" 6fA6 9fg6 OCL270.E526-S4SC-KD - KEY ki , PAINTED SW6991, BLACK MAGIC (SEMI -GLOSS). (i) STANLEY DOOR CLOSER QDC311-669, (1) IVES WALL STOP #402-1/2B-26D, (i) TACO DOOR VIEWER #TA3310PC. 3/A6 Lt-12) PAIR HINGES, (t) VON DUPRIN GUAR0.X EXIT ALARM LOCK #2670-28, HOLLOW CORE METAL DOOR. PAINT EXTERIOR SW7041, 102 D 3'-O' T- 0" 1 3f4" yq6 (i) STANLEY DOOR CLOSER QDC311-669, (1) DOOR PULL BN US28, (1J DOOR SWEEP, VAN DYKE BROWN (SEMI -GLOSS): PAINT INTERIOR WEATHERSTRIPPING, (i) 7015SC6-26D-RIM CYLINDER SW6991, BLOCK MAGIC (SEMI -GLOSS). 103A C 6'-O' T - 0° i 3/4" 6/A6 61A6 (3) PAIR HINGES, (2) BURNS PULL PLATES #5410-32D-26D-GRIP, SELO CLOSING 45 MIN. FIRE RATED DOORS, SOLID CORE (Z) BURNS PUSH PLATER #54-US32D, (4) IVES KICK PLATES #8400-S32D-BX34 WOOD DOOR OR HOLLOW METAL DOOR PAINTED (2) STANLEY DOOR CLOSERS ODC31 t-669, SW6991, BLACK MAGIC (SEMI -GLOSS). DOORS MUST (2) IVES 4° DOOR HOLDER #452626D- IF NOT FIRE RATED WALL. POSITIVELY LATCH 103B E 6'-tl' T-0" 13N" 3IA6 yp6 (3)PAIR HINGES,(1)VON DUPRIN GUARD-X EXIT ALARM LOCK k2670-28. HOLLOW CORE METAL DOOR. PAINT EXTERIOR SNIT041, (1J VON DUPRIN GUARD-X DOUBLE DOOR STRIKE #2�9, VAN DYKE BROWN (SEMI -GLOSS); PAINT INTERIOR (1) DETEX DOUBLE DOOR HOLDER #DDH-2250 TOP 8 BOTTOM, SW6991, BLACK MAGIC (SEMI -GLOSS). (2) STANLEY DOOR CLOSERS QDQ31 t-669 (2) BURNS PULL PLATES #6410-32D-26D-GRIP, (i) T' DOOR SCOPE #DS/1000MB, (2) 8" DOOR HOLDERS #608Z, (1) NATIONAL GUARD HD THRESHOLD #425 HD-6 FT.. (2) DOOR SWEEPS, WEATHERSTRIPPING. (1 )7015SC8-26D RIM CYLINDER 104 A 3' -tl' T- 0" 1 3/4" 67A6 5/Pb (1-t2) PAIR HINGES, SOLID WOOD ODOR OR HOLLOW CORE METAL DOOR PAINTED (1)STANLEV STOREROOM LOCKSET QCL270-Eb26-S4SC-KD-KEY #2, SW6991, BLACK MAGIC (SEMI -GLOSS). (1) STANLEY DOOR CLOSER ODC311-689, (i) IVES WALL STOP #402-1l2B-26D. (1-1/2)PAIR HINGES, SOLID WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED 105 A 3' -tl' T - tl 1 3I4" 6/A6 5IP.6 (1) STANLEY STOREROOM LOCKSET QCL27O-Eb26-54SC-KD-SC SW'6997, BLACK MAGIC (SEMI -GLOSS) (1) STANLEY DOOR CLOSER ODC311-689, (i) IVES WALL STOP k402-1/2B-26D. BY DOOR MANUFACTURER TO BE RE -KEYED BY DOLLAR GENERAL 21'-0" BI-PART WITH TRANSOM AND GLASS. BRONZE FINISH. 106 F 6' - 0" T -P' _- - ynttino�rittc�y G1 ABC, 53z; DOOR 103A-FIRE-RATED DOOR HARDWARE: gCH1TEGt GE COMPATIBLE H FIRE RA tNG (2) SVR EXIT QED316-36"-7FT-689 (1) EXIT TRIM QRT330-E-SC-KD-689 (2) BURNS PULL PLATES #6410-32D-26D-GRIP, � \ 0 (i) BURNS PUSH PLATES #54-US32D, (4) IVES KICK PLATES #8400-S32D-8X34 `.,i .0 V (2) STANLEY DOOR CLOSERS QDC371-689. W z 'D `� y W CV w in cQ cW i (icQ c/ O�PL ^ � NOTE: PULL HANDLES AND NOTE: PULL HANDLES AND FULL HEIGHT DETEX DOUBLE DOORi� W DOOR CLOSERS ARE TO BE DOOR CLOSERS ARE TO BE ASTRAGAL (EXT.) HOLDER MODEL# DDH-2250 -� LOCATED ON THE LOCATED ON THE INSTALLED TOP AND - 1 rTl NON -SALES SIDE OF DOORS, RECEIVING SIDE OF DOORS. BOTTOM w TACO T' �/''1 DOOR V 1 VIEWERS EWER i( W 8" KICK I ) H P. ILR DOWN ALARM DOOR EVER LEVER AIARM PANIC HOLD I i nJ O HANDLE HANDLE PANIC DEVICE OPENER j.l.� W/ KEY #1 DEVICE II I n G 3=' ® 3{Y' C 3{Y' � 3'-0- E Z 1, I F PLO TYPICAL JCAL OFFICE INTERIOR EMERS. EXTERIOR '� STOREFRONT INTERIOR DOOR DOOR RECEIVING DOORS EXIT DOOR RECEIVING DOORS \ ENTRANCE NOTE: ALARM PANIC DEVICE TO BE ON SIDE AWAY FROM RAILING PP��77 1 DOOR ELEVATIONS A05 SCALE: IrW l7' Fy GYPSUM BOARD ON METAL DIAGONAL BRACING TO STRUCTURE STUDS 16" O.C. TO f ABOVE AS REO'D (TVP.) 4'-0' O.C. 2X WOOD HIM AND ANCHOR PER MANUF STRUCTURE ABOVE. FOR LATERAL SUPPORT ONLY, BLOCKING / RECOMMENDATIONS. PROVIDE ATTACH TO VERTICAL Wf I4) N0. / CONT SEALANT AND BACKER ROD 2x WOOD BLOCKING 11414 SHEET METAL SCREWS ON BOTH SIDES MP.) SHIM &ANCHOR PER MANUF (2) BOOS16254 WITH (2) 362T12554 RECOMMENDATIONS. PROVIDE BOX BEAM HEADER CONT SEALANT& BACKER ROD, A 721'4'Bi-PART BOTH SIDES(TYP.) E+ DST: (2) 400St62-16 WITH 21'-0" BI-PART DOOR SYSTEM. L) TH 12)400Tt2S16 M AND GLASS. BRONZE FINISH GYPSUM BOARD CEILING W El ULL HEIGHT COLOR: BRONZE FINISH. I,...( W V pIM co coo Z 4 JAMB DETAIL s HEAD DETAIL ►"� "t W W A05 SCALE: 3/4"=1'-0' A05 SCALE: 314"=t'-0' w -71w(y0 cy En Li O �- 2x WOOD BLOCKING F ZO /n 0 Ua SHIM & ANCHOR PER MANUF O IR F p K SHIM AND ANCHOR PER RECOMMENDATIONS. PROVID F a DO Q d MANUF RECOMMENDATIONS. CONT SEALANT & BACKER ROD PROVIDE CONTINUOUS BOTH SIDES (TYP.) SEALANT AND BACKER ROD ON BOTH SIDES (TYP.) REVISIONS: GYPSUM BOARD PRE-ENGINEERED METAL ' 1 CEILING, PROVIDE WOOD TRIM AND SOFFIT PANEL BY BLOCKING AS REQUIRED PRE-ENGINEERED METAL 2 21'-0" BI-PART WITH 21'-0° 81-PART DOOR BUILDING MANUFACTURER. 3 TRANSOM AND GLASS. SYSTEM. BRONZE FINISH COLOR: BRONZE FINISH. DRAWN N BY: 6 JAMB DETAIL 7 HEAD DETAIL A06 SCALE. N4•=l'-0" A05 SCALE: 3�4v1'-0" CHECKED BY: T.M. LANDLORD: PERMR: ISSUE DATE: 02/16/18 THIS DRAWING AND THE INFORMATION SHOWN THEREON IS THE PROPERTY OF JOB NO.:OO-000 NIWN ENTERPRISES, INC. IT SHALL NOT a BE COPIED OR DUPUCATED IN ANY MANNER SHFEE: A5 AND SHALL NOT BE SUBMITTED TO ANY z FOR APPROVAL DIE GNEWR�OR U� OSENT. FOR 8 OF 21 a PENDING APPROVALS IL POSITIVELY LATCH B" KICK P TES FRONTS ACK DGEN'ERAL A. The building shall be designed such that there is maintained an absolute minimum of 68'-0" fmm face -of -column to face -of -column m the sales Beer. 2) ROLNDATIONS A. The ..I. foundations shall be designed, detailed and cwstmcted m provide for the safe, serviceable support of the pre -manufactured meted building structure and all prescribed leads applied domain. The foundations shall conform to the latest editions of all applicable standards of the American Concrete Institute (ACI), the Building Codes) onforeed by the Authority Having Jurisdiction and these requimments. B. The soils support.g the foundation shall be prepared and compacted in accordance with a geotmMical testing based investigation and site specific recommendations provided by a Professieal Engineer registered to proctm. in the Stay where the project is located. C. The slab O grade shall not be utilized to resist horizontal thrust forces at the base of the pre-engineered building frames. Tie beams below and separate from the building slab may be utilized. D. The bearing materials shall he free of organic, expansive or corrosive material, and shall support the foundation in accordance with the following twenty five year criteria: L Maximum differential movement due to either settlement or heave shall not exceed 1/2" over a distance of 50 feet 2. Maximum total movement due to either settlement or heave shall not exceed I". F. The foundations shall be of sufficient depth to bear below local frost depth where exposed, attain minimum design bearing pressure, achieve sufficient protection favor seMement or heave, and where adjacent to existing mnstmmim, avoid application of lateral earth pressure to adjacent construction. 3) SLAB ON GRADE A. The subgrade for the slab on grade shall be compacted and prepared in accordance with a geotech rical testing based investigatim and site specific recommendations proof by a Professional Engineer registered to pramice in the Sure where the project is located. The mbgmde shall provide a minimum of 100 pounds per cubic inch (pc) modulus of sub grade reaction and shall be proof -rolled to ensure that there are no pumping or soft zones greater than o" (ACI 302, "Chid. for Cmcreste Ft. Slab Conshuctim"). B. The slab m grade shall conform to the lamat editions of all applicable standards of the American Concrete Institute (ACI), the Building Cadets) enforced by the Authority Having Jurisdiction mid these requirements. The slab m grade shall be a minimum of 4" thick and reinforced with a mnimum 6" x 6" x W 1.4 x W 1.4 welded wire fabric located in the center of the slab. C Except at doers at the perimeter of the facility, the slab On grade shall be isolated from the building Orleans Mad my perimeter grade beams or walls. The slab on grade shall receive a hard steel trowel finish. Saw -cut contractions joonm a minimum of h the depth of the slab shall be provided in both principal directions across the entire floor slab, spaced no further than 13 feet on caner and providing panels with an aspect Who no greater that 15, L Refer to Cannot Joint Spacing Plan on Sheet S3. The slab shall be protected from the Off.ets of heat or wind as necessary to avoid any curling of the slab s gm ads. 4) CONCRETE SALES FLOOR PRE -INSTALLATION CONFERENCE: A. At least 30 days prior to the sort of the concrete slab construction, the general camanctor shall conduct a meeting to review the proposed emoorte mix designs and to discuss the required methods and procedures to achieve the requirements of this spoeificatim. The swam conte mor anal] send a pre -concrete conference agenda to all attendees 20 days prior to the scheduled date of the conference. B. The general contractor shall require responsible representatives of every parry concerned with the concrete work to attend the conference, including, but not limited to, the following: General Omracror's superintendent 1. Laboratory responsible for concrete mixes, field quality emtml and floor tolerance testing 2. Ready -mix Overeat producer 3. Concrete convector 4. Chemical admixture manufacturer 5. Liquid densifier and scaler manufaemrer 6. Liquid densifier and sealer applicator 7. Joint filling mmmfacturer 8. Joint filling applicator C. Minutes of the meeting shall be recorded, typed and printed by the general contractor and distributed to all associated parties, including the owner's represomm e, the comitem and the structural engineer, within five days of the meeting. D. The minutes shall include a Amement by the concrete supplies stating that the proposed concrete is design will produce the concrete quality required by these specifications. E. The minutes shall include is statement by the concrete contmem, drat the proposed concrete mix design will provide appropriate workability and setting times, to ansure that the concrete contractor can achieve the requirements of this specification. 5) CONCRETE CONTRACTOR OF ALIF'ICA T ION: A. The concrete contractor shall include to their bid package to the general contractor, sufficient data, including a minimum of three similar and successful projects that cleady indicates the concrete contractor's ability to successfully perform the work Mid to achieve the interior sales floor slab tolerances required in this specification. The concrete cOtmoors team shall have participated in the majority of there projects, and that team shall remain the same through the duration ofthis project. 61 CONCRETE MATERIALS: A. Portland Cement: ASTM C 150, Type 1. Use owe brand of cement throughout the project. B. Coarse and fine aggregates: ASTM C 33. Combined aggregate gradation for slabs On grade and other designated concrete shall be 8%- I845 for large top size aggregates H%") or 8%- 22%for mallerr top size aggregates (I" or s/.") retained On each sieve below the top size and above the no. 100 soave. Slabs O grade shall have a .-at main aggregate size of HS" feelings and piers 1" and hems r/.". C. Wets: complying with ASTM C 94. D. Aor-entwiming admixtures: Shall conform MASTM C-260. Admixture manufacturer shall provide written comficatim that the atr-entraining admixture is compatible with other required admixtures. All exteror slabs shall be air-entmned (4°%- 60/). Acceptable products: Euclid Chemical AEA42 or Air 40; BASF Micro Air; W.R Grace Docrair 1000 or Dams- 1. 1, Note: Air -entraining admixture shall not be used m interior concrete. E. Wateloducing admixture: Shall conform to ASTM C494, Type A and contain no mom than 005% chloride ions. Acceptable products: Euclid Chemical Emen uries; BASF Pozzolith series, W.R. Grace WRDA w Dowerm series. F. Water -reducing, retarding admixture: Shall confrm to ASTM C494, Type D, and certain no more than 0.054fi chloride ions. Acceptable products: Euclid Chemical Retarder 75; BASF Pozzolith series; W.R. Grace Derma d 17, G. High range water -reducing admixture (wperplaticucr): Shall conform to ASTM C494, Type F or Type G and contain no more than 0.05% chloride ions. Acceptable products: Euclid Chemical Emov 37; BASF Rheobuild 1000; W.R. Grace discern-100. H. Water -reducing, vat -corrosive accelerating admo wn, Shall for. to ASTM C494, Type C or E, and common We mare chloride ims than are present in municipal drinking water. The admixture manufacturer must have ims-term, rim -corrosive lost dam from Me .dependent testing laboratory (of at least a years duration) using an acceptable accelerated wnosion test method such Ms that using electrical potential measures. Acceptable products: Euclid Chemical Acceligard SONG or Acmlgumd NCA; BASF NC534 or Pazzutec 20; W.R. Grace Polarset. L Prohibited ad.istares: 1. Calcium chloride or admixtures mntaimag more than 0.05% chloride ims are not permitted. 2. Flyash is not permitted. 7) EVAPORATION RETARDER: A. Waterhome, motion or motor film forming menufacured for application in fresh concrete. L Acceptable products: a. "Eucobar" by Euclid Common] on] -Phil Brandt 877-438-3826 8) CURING MATERIALS: A. Exterior curing: AB exterior concrete slabs shall be cured using a liquid membrane4erming curies compound_ The liquid membrane -forming curing compound shall meet the requirements of ASTM C1315 with a maximum V.O.C. Content of 700 g/I. 1. Acceptable produce: a"Sup. Rez Seal"or"Super Aqua Care" by Euclid Chemical- Phil Brandt 877.438- 3826 B. Interior curing (building not enclosed/sales Boor slab is placed Lust): The interior sale+ floor slab shall be ..it using a reduced now: dissipating liquid membrane forming curing compound that is formulated firm hydrocarbon resins. The dissipating liquid membrane forming wring compound shall meet the requirements of ASTM C3D9 and V O C. left, in accoNance W EPA 40 CFR, part 59, table 1, subpart D for concrete curing compounds with a maximum V.O C. content of 3508A. 1. Acceptable product: a. "Khmz DR VOX" by Euclid Chemical -Phil Brandt 877A38-3s26 C. Interior curie (holding onclosed/sales floor slab is laced last): The interior sales floor slab shall e 8( 8 P L v l cured using a removable, low odov Cam drying liquid membrane forming wring compound. The removable liquid membrane forming wring compound shall meet the requirements of ASTM C309, AASHTO M 148, USDA compliancy and V.O.C. coot®ts in accordance to EPA 40 CFR prat 59, Table 1, subpart D for emwere Ow ing compounds with a maximum V.O.C. Content of350g4. I. Acceptable produce. a "Kumz RC" by Euclid Chemical- Phil Brandt 877439-3826 9) LIQUID DENSIFIER / SEALER FOR INTERIOR SALES FLOOR A. Liquid densifier / vessel shall be a sodium silicate / si]imvate blood. Manufacturer of liquid densifier and sealer must be cortamed prior to bidding for pricing and applicatim requirements. 1. Acceptable liquid densifier and sealer manufacturer: a. "Euco Diamond Hard" by Euclid Chemical - Phil Brandt 877-438-3826 b. "Rgz PIAz 99" by RAOPlalo Systems- Curtis Tomball 888-9423144 B. Approval: All general corn rues bidding or negotiating a Dollar General project shall contact Euclid Chemical or RehoPlate to obtain a list of approved applicators located within the geographic regim of the project. General contractors shall solicit and accept pricing wt% fmm those applicators as provided by Euclid Chemical or RMmPiatc. The approved applicator second for the initial application of liquid densifier/ Chemical or Re"Plate a copy of the invoice, as well as square fOtage and coverage rate dab confirming that the specified application rates were achieved. C. Project service: A least,t0 days prior to application of liquid dessifier and sealer, the geeeal contractor shall notify the Euclid Chemical or ReanPlate representative for jobsite service. The represenutive will be on the project site during the fire application of liquid densifie / sealer Mad will follow the project through to completion. 10) SEMI-RIGIDPOLYUREA JOINT FILLER: A. UV Resistant, semi-ngod polyurea joint filler shall be a two (2) component, 10004 solids compound, with minimum Shore "A" hardness MEW. Joint 66er mice shall match the adjaceat cmcmte mrfig e. I. Acceptable semi -rigid polyurespiA filler manufacturer: a. "Euco QWIKJoiat LIM' by Euclid Chemical - see Moist 101 for comet info B. Nm 0 V Resistant, semi -rigid polvurea joint filler shall be a two (2) component, 100%solids compound, with a minimum Shore "A" hardness of 75. Joint filler color shall match the udjacent commo a surface. 1. Acceptable semi -rigid podium joint filler: e. "CroteFill Pro 75" by CirreCome -see sheet T01 for contact into C. Approval All general contractors bidding or negotiating a Dollar Ganeal project shall contact the Food Cherries] company or Retroplatc to obtain a lost of approved applicators located within the geogaphic region of the project. General cO mulms shall solicit and accept pricing mly from those applicators as provided by Euclid Chemical or RetruPlaw. 'For approved appliramr selected flea the hAdal cu phistiun of lioaid 11)CONC'RI, HEMINES: A. Comply with ACI 301 mquiromeri s for comors, mixtures. B. Concrete mix designs) shall be proportioned according to ACI 301, for normal -weight concrete determined by either labonmsv trial mix or field test data as, follows: 1. Compressive strength (28 days): 4000pso (226mpa), with a maximum water/cement ratio of .53. unless otherwise indicated on the drawings. Concrete materials included in the mix design shall be the sine materials pmvoded to the project, and shall be prepared by an.dependent testing laboratory approved by the owner. If sufficient backup dab is not available, the laboratory mix design shall exceed the devoted job strongth of concrete by 1200psi. Four copies of the mix design shall be submitted to the owner before concrete work begins. 2. Slump: Concrete containing mid or high tinge water reducer shell have a maximum slump of 5'h" far the intent sales floor slab and 8" (200 rum) for other areas. All other concrete shall not exceed 4 inches (100 rum) unless otherwise indicated ov the dr minga 3. Adjustment to concrete mixes: Mix design adjustments may be requested by General Contractor when chameterist. of materials, job conditions, weather, lost remlm or other cirwmstmces warrant; at no additimO rest to owner and w accepted by ovmer. Laboratory test dam for revised mix design and shvangth results must be submitted to and accepted by owner before using in work. Bath the concrete testing and inspection agency and the concrete contractor shall satisfy themselves that the concrete mix design will produce a concrete which will meet the specifications for this project. l addition, the Genera] Contractor and Concrete Contractor shall verify that the workability, firWhability and setting tomes arc appmpriate for slab installations. Placement shot] be made directly from concrete trucks by chute. If pumping of the concrote is contemplated for any special locations, the proportions established above shall rut be altered to suit the capabilities of the pumping equipment For concrete containing macro -synthetic fiber, adjustmeau required to provide required placement conditions may warrant rise of additional water reducer. No additional water is ttednto concrete mixture after addition ofmamo-s e permiyvth hcfibers. 4 Interor concrete sales Bear: Concrete shall be designed in meet 4000 psi compresaove strength @ 28 days Mid exhibit m04% shrinkage @ 28 days. The mix shall contain approximately 12 cubic feet of "67 aggregate (1-1/2" top size), the specified water reducing admixture and achieve a w/elm ratio of 0.53 (rues). Concrete shall be non air -entrained and in no case shall the concrete be designed for less than 4WO psi (27.6mpa) @ 28 days. Proposed mix design shall be similar to the following Prototype mix: Materials Prototype mix Cement 517-56416s. Fly mhlAm Prohibited Coarse aggregate 12 cubic feet +/-.50(4467 stone) Fine aggregate 7cable feet +/- (adjust as necessary) water content 250-30016s. Air contact(F,ntrapped Air Only) 3.0%(max) Water Reducer (type mi) 3m.-lOm./Homt+/-(mid range preferred) w/cm 0.53 (m.z) Initial slump (water) 3" Final Slump (with water reducer) 5.5" (max) Shrinkage W.04%g28 days 12) FLOOR SLAB FlFISH AND TOLERANCES: A. General: Unless otherwise noted by owner, concrete rates floor slab shall be cast in one continuous placement. Concrete shall be placed, screeded, re-straightoied, and finished as ne xcsom to meet the FF and FL tolerance requirements. Do not wet concrete surfaces during fimsbing operations. B. Trowel finish (sales floor): Apply a hard trowel finish to surfaces as follows: 1. Laser screeds, vibratory sweets, highway straightedges and wood bull flmm shall be used to initime amassing and Floating process to from a uniform and open -textured surface plane before excess moismre or bleed water appears or the sariace_ A back-up laser solved is required during concrete placement of the interior sales Fleur slab. Remove excess water before stetting floating operations. Do not further disturb surfaces before starting finishing operations 2. Highway straightedge operations shall continue before, during and afro troweling operation, until specified Beer tolerances ere achieved. 3. Trowel finish with gas operated troweling machine with adjusaMe blades on all finishing equipment Use meal -reinforced blades O oil.. power trowels. TwwA the surface sufficiently to produce a smooth, tight, Monsoon resistant surface. Care shall be taken not to overlook or bum the surface. Use 6" wide finish style steal -reinforced blades m final passes. Finishing blades shall be in new condition and completely clean of any deleterious materials- Interior machine trowlel finish shall be achieved .!thin a T tolerance of all walls, columns and Parfitions. 4. Protection: Care shall be taken to protect the interior sales floor Irntrances shall include clean floor mats in prevent mud stains and all equipment on the fluor shelf be diapered to present spills. Cutting its, etc, are not alowed on the sales floor slab at any time during the consumer. tome.., C. Comply with ACI 117 "S ec' ca' Far Tolerances te, Comslrectom and Materials." Interior sales p y p t5 bons n For Concrc Flom slab shalt meet the requiremems of a type 5, single course, hard steel -troweled finish as described in ACI 302. 1. All perimeter areas mefi finish as the Wes four, including but p ri d edges of the concrete floor shall exhibit the ea g Out limited to hallway offices. restrmm era. s, s, 2.The general contractor is responsible for contacting with the testing laboratory for all Owns associated with Dow tolerance testing. A copy of the final floor tolerance report shall be presided by the general contractor to the .or with. 24 hours of receiving the report from the testing laboratory. The to, floor slab shall conform to the following flatness and levelness criteria: Flamers Overall Floor Flatness voting of m least 35 Levelness Overall Floor Levelness rating of a twat 30 Tolerance Band for Entire Fluor +/- 0.375 inch D. Fertile to aince, the above criteria shall be at for replacement of Ne offending segments or grinding/polisbing at no cast to the Owner or Former E. Trowel finish (ether that: sales floor)' Apply a hard trowel f ish to surfaces indicated and to floor and slab surfaces exposed m view or to be covered with resilient flooring, carpet, ceramic or quarry file set over a cleavage membrane, paint, or another thin film -finish cmfi.g system. F. Heavy bloc. finish: As noted on drawings. 13) CONCRETE PROTECTION AND CURING: A. General Normalize concrete set time and protect freshly placed concrete from premature drying and excessive mid or hot temperatures. Comply with ACI 305 for hot -weather protection and ACI 306 for cold -weather prate Leon during curing. Dunne concrete placement one mrs. ventilate ..it exhaust all fumes from carrigrawifen muimment and heaters to avoid tote rtial early concrete carbonation. Apply the scecited men¢ mmpouad as quickly as possible for maximum protection. For concrete placement during hot, dry and windy renditions, concrete contractor shall use evaporation murder as per manufacturers inatmdions to maintain a moist condition and to minimize plastic drying shrinkage cracking colhe science efthet shly placed concrete. 1. Curing - Exterior Slabs: All exterior concrete slabs shall be cured using the specified liquid membrane -forming curing compound. Per mumfiewww''s insmetions, application shall be applied evenly and uniformly as soon as possible after final finishing. Surface shall be clean and damp, but not wet end can no longer be manned by walking workmen. All applications shall be made by an approved applicator of the manufacturer, and when surface and air temperature is above 50° f Apply "Super Rez Seal" or -Super Aqua Cure" at an application rate of 40041gallon. Begat outing immediately after finishing concrete. but not before free for has disappeared from concreto surface. 2. Curing - Interior slabs: The interior sales Boor slab shot] be tared using the specified dissipating or removable liquid membrane4wasing curing compound. Per manufacturers instructions, application shall be applied evenly and uniformly as soon as possible after final finishing. Surface shall be damp• but not wet and can no longer be marred by walking workmen. All applications shall be made by an approved applicator of the manufacturer, and when surface and air temperature is above 50° f Apply "Kurez DR VOX" (slab first) or "Kum RC" (slab [mi) at an application now of 350sf/lmlon. Begin cuing immediately after finishing concrete, but not before free water has disappeared from concrete awfime. 14) CONTRACTION JOINTS IN SLABS -ON -GRADE: A. Form weakened -plane contromme joints, sectioning concrete into areas as indicated on drawings. Connection joints shall be awn to a depth equal to m least me -fourth of be war mte thickness, as follows: B. Sawed j cants: All saw cutting shall be accomphshed with a "Soff-Cut" saw and vacuum system equipped with a new blade and plate, as sour as the slab will support the sveighi of the saw and .,Me, Note: Concrete dust shall be removed completely and immediately. If chalk fines are used for sawcum, Al chalk remaining on the slab shall be removed completely and immediately after sawing. 15) INTERIOR SALES FLOOR SLAB PROTECTION: A. Take the following measures to primer the interior eases floor slab: L Wrap or "diaper" all motorized and hydraulic equipment re prevent fluid leaks 2. Provide rim -marking drew on rubber tired vehicles or equip fibber lotus with fire boots made ofaylOnfsbdc 3. Provide mats at all enhances to proven mud stains 16) TIMING OF JOINT FILLER LIQUID DENSIFER ANT) POLISHING PROCESS: A. Do not commence instillation of semi -rigid polyuma joint filler, Iwaill densifier and sealer or polishing processes until the building is completely enclosed, permanent power and lighting is operating and the building is thermostatically controlled. Installation of these materials shall commence approximately two weeks prior "fixture date." 17) INSTALLATION OF SEMI -RIGID POLYUREA JOINT FILLER: A. All General Comments bidding or negotiating a Dollar Geoaal project shall contact Euclid Chemical or RetmPlam to obtain a list of approved applicators located within the geographic minim of the project General commc ew shall solicit and accept pricing only from those applicators as provided by Euclid Chemical or RetroPlate. H. Joint tiller installation. Comply with recommendations in ACI 302 for noel of joint filler as applicable to materials, applications, and conditions indicated. C. Surface cleaning of joints: Clean Out joints immediately before installing joint filler. Remove foreign material from joint subsumes that could interfere with adhesion of joint filler by bashing, grinding, blast cleaning, mechanical abrading, or a combinatiOn of these methods to produce a clean, sound substrate capable of developing optimum bond wothjoint filler. Remove IOse particles remaining from above cleaning operations by vacuuming or blowing mi joints with oil -free compressed air. Also remove all Witanm and form -release agents fmm concrete anthem. Clean nonporous surfaces with chemical cleavers no other means that do not stain. harm substrates, M leave residues could interfwewith adhesion ofiwat sealants. All surfaces robe filled shall be clean and dry. D. For proper load transfer, joints must be filled full depth, but in no case should the joint Cdler be my lass than I" deep in the joint. F. Mixing: Joint filler is a two part product requiring machine mixing and placing. Premix part b separately before using. Follow pump manaftexuri equipment insurer.,. F. Placement Joint filler shall be filled full depth. No backer rod is allowed. Joints should be overfilled Mid shared evm with the smrowding joint edge giving the flocs joints a flat, smooth appearance. Shaving of excess joint filler can be approximately 30 minutes after placement, and up to 24 hunts later, depending on jobsie, conditions such as concrete and ambient temperatures. G. Joint filler separatim: The approved joint filling applicator shall include in their bid a cost per linear foot to make one reym trip to refill joints if joint filler sidewall separation or splitting exceeds 1/16," or if surface profile is concave, chartered or if voids occur. This shall take place one week prior to grand opening. 18) INITIAL CLEANING FOR LIQUID DENSIFIER AND SEALER APPLICATION: A. Interior sales floor slab: Thoroughly clean the interior roles flour slab prior in initial application of liquid densifier and sealer by completely removing the specified dissipating or removable curing compound from the floor surface. The following floor stripper or removal solution shall be applied to the flown, thoroughly strip, clean and remove all curing compound residue: I. If Rules, DR VOX (slab first) was used to cure the slob, use "EuO Clean & Strip" by Euclid Chemical, applied m the proper comer to flow stripper ratio and coverage rate that will completely remove the Kurez DR VOX. Corot Phil Brandt (877) 43&3826 2. If Krox RC (stab last) was used to cure the slab, use "Kum OFF" by Euclid Chemical, applied at the proper water to Fleur cleaner ratio and coverage rate that will completely remove the Kurez RC Contact Phil Brandt (877) 438-3826 19) POLISHING PRDCESS AND.4PPLICATION OF LIQUID DENSIFIER/BEALER: A. All Applicators must be cued by Euclid Cheeriest or Retry -Play. B. Th. mviaedpraxas canbemoil m both -Wet'.d-Tky".ppfimfima C. This process assumes a qualdy,sunde finish (meets and/or exceeds the specified floor tocrem.)by the flow finisher. Failure to achieve the above Mom. shall be muse for replacement of the offead.g segments Or grinding/polishing m no cost to the Owner in Former. D. Only the Sales Floor will receive the fall 9 step process omlined below Medea item K. E. All other amen will Only receive steps 1 through 4, an rdditi... I work is mressam, The yellow safely striping will remehi. F. The Black painted hurt. wdloot be minimal in seas behind fxturc, Me ... itwill only be installed at the main entry door, office does, egress doors and doorways into the rweiving men andtransitiom that can be seen by the customers. G. Smin 2 & 4 Me combo steps using i iHereat grits Anxim bond diamonds on each pass. H. This is a'Raim" only grind that does not tear may as much of the surface area The Resin grind will coal yp Imer of the concrete surface and should greatly reduce the amount of Wrote Product created when compared to din old Metal grind process. L If a CuMnSeel product is required m the time of slab poicmeat Only Water Based Dissipating Sealers are dlowed. NO Acrylic Cure-N-Seals ere allowed 1. Prim to application, inspect imenor sales floor slab to ensure that slab h clean and free of dust. grease, oils, w other cormmiunh thatmight prohibit the proper application and penetration of the liquid densifier andsmle. K. L. Process Steps 1. C.L clam cut. prep and fd] the .notate floor joints withthe Euclid QW]Kjoint UIrR polyureaj.int filler. 2. Good concrete fiom witha combo set A40/50 gel resin bond diamond. 3. CrrindcOn..e Flow with. be eatof60/100 grit remmi bond di®orris. 4. TbmeughTy char die conaem floor and apply Diamond Had densifier at 225 square feet per gallon. 5. Polish concrete Roo. with a combo set 100/200 grit min bond diammds. 6. Palish ourselves Flom with 400 grit town bond diamonds. 7. Thoroughly clean concrete Flom and then apply Dimond Elrod denifier in 700 Nun feet per gallon. 8. Bmosh/ Polish cwcrem Root with 800 grit diamond impregnated pad. 9. Bmniah / Polish comet a flow with 1500 gel diamond impregnated pads. L. All edges must be polished to match concrete Boer with coinciding SASE 5"resin Polishing pad w ERC EZ Grin Polishing S' diamond teach. M. Polish result: Perform polishing ponces m nun an overall gloss madong of L35 specified well gloss vale (SOGV) m ..it using Aa Honba 1G320, mid a mi..specified mim gloss reading of >30 mnimen local gloss value (41GLV). A runm. of 75 readings shall be liken throughout the interior sties floor The approved cortisone shalt Ike four glens memurmem reedrugs m 90° from each other, aid then assuaged fix one reading m each location. The weall measurement shall be reponed to Dollar Ganeml within 24 hems of the polishes prays. Gloss shag be considered as a quantitative value that expresses the dogme of reflection when light hits the carriers floor artifice. Gloss measurements will betaken independent of mhiml lighting and w fl be taken within a sealed measurement window ]coaled banes£ the lost hoot. a Uto /Z cG r t0CQ so I�1 Cu N W W) W) CQ V1 O W W W V1 W � N O 0 U F Y-i xN N UrncT �00 non aW �4 Uo aoz 5 7CF0 F C1 0. REVISIONS: �n� [2] DRAWN BY: CHECKED BY: T.M. LANDLORD: PERMIT: ISSUE DATE: 02/16/18 THIS DRAWING AND 1HE INFORMATION JOB NO.: SHOWN THEREON IS THE PROPERTY OF 00-000 MIWN ENTERPRISES, INC. Ir SHALL NOT BE COPIED DR DUPLICATED IN ANY MANNERAND SHEEP: S" 1 SHALL NOT SUBMITTED TO ANY ` FOR APPROVAL OUT R A FOR DESIGN PARTY OR USED DESIGN WBHOUT WRITTEN CONSENT. CO S NT. 12 OF 21 PSI Ai4d BRING RIGID PIPE SLEEVETHROUGH BUILDING TO ALLOW PHONE LINE PENETRATION. SEALALL PENETRATIONS RECEIVING AREA 103 PROVIDETOGGLE SWITCH AT WATER HEATER CIRCUIT A21 ®0 RTU- A11,3,5 A/10 B21 B21 P TO RTU-I MENS VVOMENS �04 105 I RESTROOM EXHAUST FAN —v-, REFER TO REGISTER CONNECT TO ROOM GFC POWER POLE DETAIL SENSOR LIGHT CONTROL A23 SWITCH SHEET E2(B2,4,6,8,10,12) ROOM 2 DEDICATEG WP GFC120 AMP Ei OUTLET RECESSED @4' (nFPICF A F.F. FOR ICE MERCHANDISER SALES AREA 102 REFER TO MECHANICAL SHEETS FOR ALTERNATE LOCATIONS FOR TEMPERATURE SENSORS FOR SINGLE PHASE STORES. SO CORD (WHITE), ANCHOR TO PURLINS ABOVE. SEE ARCHITECTURAL PLANS FOR DIMENSIONS (TYP). POWER PLAN Ei SCALE: 118'=T-0" RED-HOT- CIRCUIT2 — BLACK=HOT- CIRCUIT 1 — WHITE=NEUTRAL GREEN=GROUND DEDICATED QUAD ED RECE RECEPT FOR DEDICATED O O CCTV EQUIP QUAD RECEPT @3'-0" 747DG5023R O SEE CIRCUIT 2- SPECIFICATION #G. BLACK=HOT- 1 CIRCUIT 1 — AT TOE AFF Ail 8 LOCATED ALL CONDUIT TO OFFICE IN THIS WALL. — A26 A26 2 LARGE SCALE OFFICE PLAN Ei scA�e. wrs DEDICATED QUAD RECEPT. @B-O' FOR VSAT, D-LINK EQUIP. DED. DUPLEX RECEPT @48"FORINTERFACE. TYP v Al7,9,H TYP DEDICATED, WP, GFCI RECESSED @ 4' AFE, GREENN ELLO W=ISOLATED GREEN=SHIELD BLACK=HOT REGISTER ELECTRICAL COMPONENTS CTY PART NUMBER DESCRIPTION VENDOR 1 747DGS023B DUAL CIRCUIT POWER KIT WITH D&P ISOLATED GROUND 1 747DGS023R DUAL CIRCUIT POWER KIT D&P 1 7470GSO4,H12BK 12' 2CH REGULAR POLE W2-C 8 1-D CONNECTOR DRW #2004-12 i 747DGS032A 10' CABLE KIT (SET OF 4 WHIPS) q REGISTER ELECTRICAL DETAIL Ei s ALE r. S TO B26,28 B/22,24 A29 ,„ T, AG1 ,,. A27 CIRCUIT 2 —BLACK=HOT CIRCUIT 1 —WHITE=NEU- ---'REEN=SHI1 GROUND O 747DGS023B GREENNELLOW GROUND RED=HOT- CIRCUIT 2 'NOTE: BEFORE ORDERING AND INSTALLATION OF ELECTRICAL COMPONENTS FOR REGISTERS, CONSULT FINAL FIXTURE PLAN FOR NUMBER AND LOCATION. MAXIMUM CIRCUITS FOR REGISTERS: CIRCUITS AT MAIN REGISTER - (9)110V • CIRCUITS AT ISLAND REGISTER - (3) 110V 1 D5-IG GREEN 1 D5-IG GREEN 1D4 BROWN 1D4 BROWN LEGEND SYMB DESCRIPTION 8 BUZZER -TORK MDL#TA725W/ TRANSFORMER MDL#TA592 ® COMMERCIAL GRADE PUSH BUTTON k23 125V NEMA 5-20R DUPLEX. PANELICIRCUIT IN PANEL p Vl� 125250V NEMA L14-20-R 4 PRONG TWIST LOCK 125V NEMA 5-20R QUAD ❑i DISCONNECT 0 BLACK MAGIC POWER POLE PHONE JACK @ REGISTER O RJ-11, RJ-45 DATA JACK, PHONE COMBO @ OFFICE A23 PANEICIRCUIT IN PANEL FROM DE OCCUPANCY LIGHT SENSOR- LEVITON ODSIO-IDW 20 AMP TOGGLE SWITCH NIL I NIGHT LIGHT CIRCUIT DMARC PHONE LINE#1 LABEL AS'PHONE" RJ-11 JACK: 1 -REGISTER w EXTRA WIRES TO BE WRAPPED AND w m TAPED AROUND CABLE A ALL WIRES ARE CAT 5, 4-PAIR m m USE SEPARATE RJ-11 JACKS FOR EACH a� CONNECTION RJ-11 JACK BLUI BLUE 8 �WHIIE //5 \ PHONE WIRING FOR REISTER E1 Sc L xTs 314" PLY WOOD B' WIDE X 5'-5" HIGH, FIRE RATED, NO VOIDS, PAINTED WHITE UNLESS CODE DICTATES OTHERWISE. — EMS A� DMARC N1 6-4" 11 DUPLEX RECEPTACLE DEDICATE CIRCUIT TELEPHONE CONDUIT STUB THROUGH WALL. SEE ELECTRICAL SPECIFICATION NOTE'E' AND'H� 3 ELECTRICAL PANEL ELEVATION Ei scAiE uTs ELECTRICAL SPECIFICATIONS A. ALL WIRING SHALL SHALL BE CONTAINED IN CONDUIT OF PROPER SIZE. B. ALL WIRING SHALL CONFORM TO LOCAL, STATE AND FEDERAL CODES. C. SERVICE IS TO BE A MINIMUM 400 AMP, 3 PHASE (PREFERRED), 600 AMP,1 PHASE OR LARGER IF REQUIRED BY CODE OR ELECTRICAL LOAD. D. REQUIRED CUSTOM BUILT POWER POLE ASSEMBLIES AVAILABLE FROM D&P CUSTOM LIGHTS 8 PRODUCTS INC., PHONE: (800) 251-2200 OR (615) 350-7800, 7111 COCKRILL BEND INDUSTRIAL ROAD, NASHVILLE, TN 37209. SEE E3.1, E. EXTERIOR EXPOSED PHONE LINES TO BE INSTALLED IN RIGID CONDUIT. PROVIDE EMERSON 3/4" X&FT. METALLIC CABLE U-GUARD #755, OR EQUAL.. R ELECTRICAL PANEL TO BE LABELED CORRECTLY WITH LEGIBLE PRINT, G. LOW VOLTAGE VENDOR TO PROVIDE AND INSTALL ONE (1) 24 GA, 4 TWISTED -PAIR, CATEGORY -FIVE (CATS) DATA CABLE WITH MODULAR COMBO RJ-111RJ-45 JACK AT MANAGER'S OFFICE. CABLE TO BE RUN FROM JACK TO DATA HUB LOCATION WITH 6'-U' LEFT COILED FOR INSTALLATION TO DATA HUB. A RJ-45 MALE FITTING SHOULD BE CRIMPED ON THIS END. DOLLAR GENERAL STORE OPENING TEAM WILL MAKE FINAL CONNECTION INTO THE DATA HUB. H. PROVIDE 1 12" EMT CONDUITTOACT AS ACCESS SLEEVE TO ALLOW PHONE COMPANY TO TERMINATE AT DMARC. CONTRACTOR TO PROVIDEAND INSTALL PHONE WIRING 8 RJ-11 PHONE JACK FOR COMPLETED WORKING SYSTEM PRIOR TO PHONE COMPANY FINAL HOOL( UP. I. ALL 120 VOLT OUTDOOR RECEPTACLES TO HAVE'WET LOCATION - IN USE' COVERS. J. ALL CONDUCTORS TO BE COPPER, #12 AWG MINIMUM SIZE, OR AS REQUIRED BY LOAD AND OVER CURRENT PROTECTION. K. SEE EMS SHEETS EMS1 AND EMS2 FOR ENERGY MANAGEMENT SYMBOLS AND INFORMATION. L. ELECTRICIAN TO PROVIDE 1 12' CONDUIT WITH PULL STRINGS FOR SATELLITE LOCATION. M. ALL POWER AND DATA TO BE ROUTED OVERHEAD. UNDER SLAB NOT ALLOWED. N. WIRE S1ZE TO BE #8 OR 010 FOR ALL COOLERS/FREEZERS. O. MOUNT ALL REFRIGERATOR OUTLETS AT I2'AFF. ELECTRICAL KEYED NOTES 1. TESTARESET STATION FOR STAND ALONE DUCT DETECTOR. ONE FOR EACH DEVICE, SEE KEY NOTE 50N THIS SHEET. SIMPLEX#4098-9842 IS SPECIFIED. WITH PIEZO AND LED INDICATOR 2. MECHANICAL THERMOSTAT AT B'-D'A.F.F. 3. LOCATIONS SHOWN FOR MECHANICAL UNITS ARE ONLY APPROXIMATE, CONTRACTOR MUST CONSULT MECHANICAL OR STRUCTURAL DRAWINGS TO DETERMINE ACTUAL UNIT LOCATIONS. PROVIDE 12"C. PENETRATION THRU ROOF WITHIN FOOTPRINT OF UNIT FOR USE WITH CONTROL WIRING TO UNIT BY OTHERS. PROVIDE PROPER WATERSEAL. (TYPICAL) 4. FACTORY MOUNTED CONVENIENCE OUTLET (ELECTRICAL CONTRACTOR TO PROVIDE IF NOT FACTORY INSTALLED). PROVIDE CIRCUIT AS SHOWN, WIRE ALL WITH THIS NOTE TO A SPARE BREAKER IN PANEL "A" IF THEY ARE NOT POWERED. 5. PHOTOELECTRIC DUCT DETECTOR WITH HOUSING. TIE TO LED READOUT RECESSED IN DUCT. STANDALONE DEVICE, 120V. SIMPLEX #4098.968715 SPECIFIED WITH 4098-9842 CONTROL STATION. PROVIDE ONE DEVICE PER UNIT. MOUNT DEVICE IN SUPPLY AIR DUCTWORK DEVICE SHALL BE PROVIDEDAND WIRED TO THE CONTROL STATION BY THE ELECTRICAL CONTRACTOR. HIRE THE MECHANICAL CONTRACTOR FOR INSTALLATION IN DUCTWORK & CONNECTION TO SHUTDOWN CONTROLS. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED RELAYS AND 120V POWER, DO NOT POWER DUCT DETECTORS FROM HVAC UNIT LOW VOLTAGE. SUBMIT SHOP DRAWINGS FOR APPROVAL. PLACE ANY REQUIRED LABELING ON CEILING TILE DIRECTLY BELOW UNIT. RUN CONDUIT 8 WIRE UNDERGROUND FROM UNIT TO INSIDE OF SPACE. 6. MOUNT DISCONNECT SWITCH AT UNIT. ALL DISCONNECTS TO BE HEAVY DUTY. FUSES TO BE RK-5 TYPE, BUSSMANN FRN-R-(AMP) IS SPECIFIED. SEE EQUIPMENT SCHEDULE ON E3.1. 7. SO WHITE ELECTRICAL CORD IS NEEDED. SEE SHEET Al, NOTE 25. 8. CONFIRM THE FINAL NUMBER AND LOCATION OF OUTLETS IN SALES AREA WITH THE FINAL DG FIXTURE PLAN. U F ~ r4 .0 mm 00 xI lW 04 !�1 m w o U� 1—I a w z d� 5 z E. 0. REVISIONS: n n n DRAWN BY: CHECKED BY: T.M. LANDLORD: PERMIT: ISSUE DATE: THIS DRAWING AND THE INFORMATION JOB NO.: SHOWN THEREON IS THE PROPERTY OF 00-000 MIWN ENTERPRISES, INC. IT SHALL NOT BE COPIED OR DUPLICATED IN ANY MANNER SHEEP: AND SHALL NOT BE SUBMTTTED TO ANY FORAPPROVAL OWRTREWN AS A BAFOR DESIGNEWITHOUTPARTY CONSENTS 14DF 21 a cc W cc O U v H m S O¢ a rcNUING AYI'KUVA_S m MOUNT: SURFACE 12012N 13-PRASE, 4W PANEL A CAPACITY: 200A INT CAP: 2DOKA 14 p LOCATION: BACK OF BLDG. LUGS: MCB DEMAND LOAD: 129A AV. FAULT: 31 KA p Z Diu LTG REC HVAC MB'C NP DESCRIPTION AMP POLE 0 AMP POLE DESCRIPTION LTG RBC HVAC MISC: NP CKT Z 1 6.1 RNi 00 3 A 20 1 AUTOMATIC DOOR 0.1 2 C 3 6.1 B 20 1 PHONE BOARD03UZLER 0.4 4 C 5 6.1 C 20 1 EERGYMANAGEME4T 0.2 6 C 7 6.1 RTU 2 60 3 A 20 1 SPARE 02 8 9 6.1 B 20 1 OUTDOOR WAC REC 0.7 10 11 6.1 C 20 1 OUTDOOR DPJN(VED 02 12 13 SPARE 20 1 A 20 1 SPARE 14 15 SPARE 20 1 B 20 1 SPARE 16 17 SPARE 20 1 C 20 1 INTERFACEEQUIP 0.5 18 C 19 1.7 ISPARE 20 1 A 20 1 VSATSATAHUBEDUP 0.5 20 C 21 1.7 WATER HEATER 20 1 B 20 1 CGTVEQUIP 1.0 22 - 23 0.2 DRINKING FOUNTAIN 20 1 C 20 1 SECURNYFEO 02 24 C C 25 0.2 OUTDOOR ICE REC 20 1 A 20 1 OFFICE REC 03 26 C C C 27 29 1.2 COOLER#I COOLER02 20 20 1 1 B C 2D 20 1 1 BREAK ROOM RISC SPARE 0.5 OS 28 30 12 C 31 1.2 COOLER#3 20 1 A 2D 1 SPARE OS 32 C 33 1.2 COOLER84 20 1 B 20 1 ICE CREAM FREEZER 02 34 C C 35 1.5 C0OLHR96 20 1 C 20 1 GATORADE 09 36 C 37 SPARE 20 1 A YO 1 SPARE 38 39 SPARE 20 1 B 20 1 SPARE 40 41 SPARE 20 1 C 20 SPARE SPA 42 LOAD TYPE CONNECTED DEAIAND DEMANDFORMULA TOTAL LOAD PHASE BALANCE LIGHTING OA KVA OA KVA LOAD %12S%NEC 210.19 CONTINUOUS CONNECTED DEMAND LOAD $, REDS TACLEI 47 KVA 1 4.7 KVA 1'KVA •50%REMAINDER NEC 220.44 53.7 KVA 45.4KVA 17.2 KVA 32 % HVAC 363 KVA 29.0 KVA LOADX 807. (USED MCA 9N CALCULATION) 149AA 126.9A 19.0 KVA 95 % MISC 12.7 KVA 12.7 KVA LOADX 100 17.5 KVA 33 % NP 1 09 KVA 1 0.0 KVA I 0 NONICOIN 'ES: WC RATING: SERIES RATED AT 200,000 AMPS YU ITH BUSSMANN JJN FUSES. BREAKERS FOR HVAC UNITS SHALL BE SIZED PER MANUFACTURER REQUIREMENTS BREAKER LOCK. EQUIPMENT SCHEDULE PLAN MARK EQUIPMENT SERVED LOAD VOLTI PHASE FED BY DISC BY MCA MOCPD FEEDER REMARKS RTUI ROOFTOP UNIT 1B.16KVA 2010 A EC 50AA 60A (3)#4,#BG 1"C PROVIDE 6OA13P NF DISCONNECT RTU 2 ROOFTOP UNIT 18.16KVA 20813 A EC 50.4A GOA (3)94,#SG 1"C PROVIDE 60AI3P NF DISCONNECT RLENANIe SCHEME CD 208 LOAD.xIs 400A DISCONNECT: PROVIDE 60OV/3P, 400AJ400A BUSSMANN JJN FUSES MAIN SERVICE DISCONNECT. COORDINATE LOCATION WITH UTILITY COMPANY AND DOLLAR GENERAL. 2 SETS CT'S/ METER CABINET PER UTILITY COMPANY REQUIREMENTS 400A OVERHEAD OR UNDERGROUND SERVICE ENTRANCE PER UTILITY AND SITE -SPECIFIC CONDITIONS WIRING TO BE SIZED PER LOCAL CODE REQUIREMENT 2 SETS OF (4)03/0 CU, 2-12'C 2 SETS OF (4)M3/0 CU, 2-12"C / 1/O SYSTEM GROUND, SEE 2DE3 400A UNDERGROUND SERVICE ENTRANCE PER UTILITY AND SITE -SPECIFIC CONDITIONS EXTERIOR WIRING TO BE SIZED PER LOCAL CODE REQUIREMENT INTERIOR 248 LOAD.As m MOUNT: SURFACE 1201208 3-PHASE,4W PANEL B CAPACITY: 200A INT CAP:200KA p LOCATION: BACK OF BLOC. LUGS: PACE DEMAND LOAD: 102A AV. FAULT:*IKA z CKT LTO REC HVAC MISC NP DESCRIPTION AMP P 0 AMP POLE DESCRIPTION LTG REC HVAC MISCCKT 8,C 1 02 NIGHTLTS 20 1 A 20 1 PWRTEOMBROWN 1.22 C B,C 3 02 RECEIVINGLTS 20 1 B 20 1 PWRTERMBROWN 1.2 4 1 C B 5 OA 70%SALES LTS 20 1 C 20 1 PWRTE6M GREEN 1.2$234 C B 7 Od 70%SALES LTS 20 1 A 20 1 PWRTEiM GREEN 1.2 C B 9 0.5 70%SALES LTS 20 1 8 20 1 'PWRTERM GREEN 1.6 C B 11 OA 7D%SALES LTS 20 1 C 2D 1 PWR TERM GREEN L0 C B 13 0.6 30%SALES LTS 20 1 A 2D 1 SPARE 1.6 C B 15 01 30%SALES LTS 20 1 B 20 1 SPARE 1.B C 17 SPARE 20 1 C 20 1 SPARE C 19 0.1 BERGENCYARXT LTS 20 1 A 20 1 SPARE C 21 02 0.1 BRERMFIFICELTVEPS 20 i B 20 2 RREEiER#i 1.6 C B 23 12 BULDINGSIGN 20 1 C 1.6 B 25 0.9 PYLONSIGN 20 1 A 20 2 FREE7ERA2 1.0 26 C B 27 12 STELIGHTING 20 1 B 1.6 28 B 29 0.3 SITELIGH LNG 20 1 C 20 2 FREEZER#3 1.6 90 C 31 SPARE 20 1 A LO 32 B 33 0.1 E%TEMORLTS 20 1 B 20 1 SOCA COOLERS 1.6 34 C B 35 0.7 PRINT WALUCANPY LTG 20 1 C -2 0 1 DRINK COOLERS 1.6 36 C B 37 09 SPARE 20 1 A 20 1 SPARE 38 B 39 09 SPARE 20 1 B 20 1 SPARE 40 B 41 Od ECIMORMIEWIDAWN 20 1 C 20 1 SPARE 42 (4)#3/0 CU. k3G, 031G, 2-12"C (4)9310 CU. #3G, ONG. 2-1/2-C PHASE BALANCE LOAD TYPE CONNECTED DEMAND DEMAND FORPAULA TOTAL LOAD LIGHTNG 10.2 KVA 12.8 INA LOAD X 125%NEC IAD.19 CONTWUOUS CONNECTED DEMAND LDAO % 90% RECEPTACLE HVAC 0.0 VIVA 0.0 KVA 10KVA+50%REMAINDER NEC 220.44 LOADX BO% (115®MCA IN CALCUUTONJ 9d3KVA 369KVA 103 KVA 0.1 KVA 0.1 KVA 953A 102.3A 13.1 KVA 1 38% MISC 24.0 KVA 24.0 KVA LOAD 100%NEC 210.19 NON-CONT. FLEI4ANE: 1OAKVA I 92% M 0.0 KVA 1 0.0 KVA IS NONCO04CD13RFAL LOADS NEC 220.60 SCHEAECD208 LOADLAS AIC RATING: SERIES RATED AT 200,000 AMPS W ITH BUSSMANN JJN FUSES. ROUTING TO THE EMS PANEL. BREAKER LOCK. 1291208 3-PHASE. 4W PANEL LOAD I CAPACITY: 400A LOAD TYPE CONNECTED DEMAND 12.8 KVA DEMAND FORMULA TOTAL LOAD LIOHTNG 10.2 KVA LOADX 125%NEC 210.19 CONTINUOUS CONNECTED DEMAND RECEPTACLE 4.7 KVA 4.7 KVA IOKVA+50%REMIUDER NEC 22044 BSA KVA 83.3KVA HVAC 36.4 KVA 29A KVA LOADX00%(USEDMCAINCALCULATIONI 244.3A 2312A MISC 36.7 KVA 36.7 KVA LOAD 100% NEC 210.19 NON-CONT. RLENAMB SCHEME CA 208 LOAUxIs NP Dd KVA 09 KVA 10 NONCOINDIDENTAL LOADS NEC 220.60 MAIN BONDING JUMPER BARE COPPER CONDUCTION MINIMUM OF 20'-0' OF 12" REBAR IN BUILDING WALL FOOTING, (NEC 250-50C)- (1)M6 TO PHONE BOARD PER NEC 800-00(D) BARE COPPER GROUNDING ELECTRODE CONDUCTOR (NEC 25066) SUPPLY PER NEC 250-122 SIDE BUILDING STRUCTURAL PIPE CLAMP STEEL (NEC 250-52(A)(2) COLD WATER SERVICET(TAP) CADWELD ENTRANCE (PROVIDE SIMILCONNECTION TO FIREPROTECTION WATER SERVI ENTRANCE), (NEC 250-5OA) NOTE: ALL GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 250-50 OF THE NATIONAL ELECTRICAL CODE. SIZE UTILITY TRANSFORMER FAULT CALCULATION SOH EME CD 208 SERVICE ENTRANCE CALCULATION VOLTAGE -L : 2D8V I-FLA= RATED KVA' 1000y 4-L'SQRT PHAB PHASE PH: 3 AMPS: 400A I-FLA= 416A FULL LOAD KVA: 144KVA TRANSFORMER: 150KVA M-1001%2= 93.5 IMPEDANCE I%Zi: 1. i%Z I-SC=I-FLA*M=39 KA CALCULATION IS BASED ON ESTIMATED TRANSFORMER SIZE WITH %2 FROM BUSSMONN SPD. CONTRACTOR SHALL CONTACT UTILITYAND VERIFY ISC MAILABLE AT SECONDARY OF TRANSFORMER, CONTACT ENGINEER FOR RE- CALCULATION IF LARGER THAN CALCULATED. MOTOR LOAD FAULT CALCULATION SCHEME CD 208 STARTING ISC: 38 KA CALCULATION MOTOR LOAD 11(VA1: 36KVA 13C(ML)=I-ML'6= 605A MOTOR LOAD : 101A I-SC=I-SC+I$C(M L)=40 KA FEEDER FAULT CALCULATION SCHEME CD 2CS STARTING I -SC: 40 KA IMPEDANCE BASED ON 3 SINGLE CONDUCTORS IN NON-MAGNETIC CONDUIT VOLTAGEIL-L): 208V PHASEtPH): 3 FEEDER SIZE: 250 CALCULATION FEEDER MATERIAL: AL 'f=(SQRT(PHASWL•IS-CY [O'C'V{LI PARALLEL SETS IQ)1 2 FEEDER LENGTH L : 27T t 0.250 FEET PER OHICI: MS 12,352 FTIOHMS wl](1 0.790 I-SC=ISC*M= 31 KA 'f FOR SINGLE PHASE SYSTEMS, FEEDER LENGTH IS DOUBLEDAND VOLTAGE IS LINE- NEUTRAL (OR V•LLI2) .OADxIs .OADxIs OAD.xIs 101 U W cc X'O CO -1`0o�W 0_ zxj } a � cy W AE44 kk a Z Z O aa 33 ER o0U OUCH FW0.61 pO< GO < REVISIONS: n n n DRAWN BY: CHECKED BY: T.M. LANDLORD: PERMIT: ISSUE DATE H THIS DRAWING AND THE INFORMATION ,LOB NO.: SHOWN THEREON IS THE PROPERTY OF 00-000 MIWN ENTERPRISES, INC. IT SHALL NOT SHEET: BE COPIED OR DUPUCATED IN ANY MANNER E4 AND SHALL NOT BE SUBMITTED TO ANY FOR APPROVAL DDESGINEWITHOUT�WRRTEENN CONSENT.AS A IS FOR 17 OF 21 PENDING APPROVAL GENERAL NOTES 1. This structure has been designed in accordance with the 2012 AISI NAUS Cold Formed Steel Design Manual and the AISC (14th Edition, ASD) Steel Construction Manual. 2. Fabrication shall be accordance with Pinnacle Standards in compliance with the applicable sections, relating to design requirements and allowable stresses of the latest edition of the "AWS Structural Welding Code D1.1 3. Materials ASTM Designation Minimum Yield Hot Rolled Angle A36 Fy = 36 ksi Structural Steel Plate A572, A529, A1011 Fy = 55 ksi Cold Formed Shapes A1011/(A653 Galvanized) Fy = 55 ksi Cable Bracing A475 (7-Wire Strand) Ex. High Strength Rod Bracing A529 - GR 50 Fy = 50 ksi Roof &Wall Sheeting A792 2Class 1 4 and 22 GA 50 ksi, Class 2 High Strength Bolts A325-Group A/(A490-Group B) = 35 ksi Pipe A53, Gr. B Fy Round Structural Tubing A500, Gr. B Fy = 42 ksi Shaped Structural Tubing A500, Gr. B Fy = 46 ksi Hot Rolled Shapes. A572, A992, A529 Gr. 50 Fy = 50 ksi Hot Rolled Shapes A36 Fy = 36 ksi 4. Shop primer paint is a rust inhibitive primer which meets the end performance of SSPC-Paint 15: Steel Joist Shop Primer/ Metal Buiding Primer and is maroon oxide in color. This paint is not intended for long term exposure to the elements. Pinnacle Structures, Inc. is not responsible for any deterioration of the shop primer as a result of improper handling or storage. Pinnacle will not be responsible for any field applied paint and or coatings. (Section 7.17 AISC code of Standard Practice for Steel Buildings & Bridges, 13th Edition). 5. Bolts for the construction of Pinnacle Structures, Inc. material shall be as follows: All secondary member connections - 1/2" x 1 1/4" A307 unless noted Bearing frame endwall connections - A325 Main frame connections - A325 as shown on drawings 6. Connections Using High Strength Structural Bolts: All high strength bolts are A325-N, unless noted otherwise. riigh strength structural bolts are supplied without washers, unless noted otherwise. Bolt length shall be such that the end of the bolt extends beyond or is at least flush with the outer face of the nut, when properly installed. All bolted connections, unless noted, are designed as bearing type connection with bolt threads not excluded from the shear plane. A325-N High Strength Structural Bolts: Snu Ti htened connections are permitted with A325-N bolts, except or hese cases: - Where crane beams and rigid frame connections in crane buildings are present - In Slip -Critical Connections - If noted in the erection drawings otherwise For these exceptions, Turn -of -the -Nut method must be used. A490 High Strength Structural Bolts: A490 structural bolts shall be tightened using the Turn -of -the -Nut method. Snug -Tightened connections are not permitted with A490 bolts. Tightening Methods: Snu -Ti htened Joint: A condition in which the tightness that exists w en al o e p ies in a connection have been pulled into firm contact by the bolts in the joint and all of the bolts in the joint have been tightened sufficiently to prevent the removal of the nuts without the use of a wrench, in accordance with the 14th Edition of AISC "Specification for Structural Joints Using High -Strength Bolts", per Section 8.1. Turn -of -the -Nut method in is to be performed in accordance with the 14th Edition AISC "Specification for Structural Joints Using High -Strength Bolts" per Section 8.2.1. 7. All Bracing shown and provided by Pinnacle for this building is required for transferring building loads to the foundation and shall be installed by the erector as a permanent part of the structure. Cable/Rod bracing is designed for structural loads only and is not designed to plumb the building. The cable/rod bracing shall be taut, tighten to remove sag only. Bracing shall not be over -tighten. If additional bracing is required for stability during erection, it shall be the erectors responsibility to determine the amount of such bracing and to procure and install as necessary. 8. Soil profile type is determined by the foundation Engineer per local code. 9. Building Codes Require Consideration of Snow Surcharges for Any Lower Roof of a Structure Located within 20 Feet of a Higher Structure. Information Supplied to Pinnacle Structures Does Not Indicate the Presence of a Shadowing Structure within this 20 Foot Envelope. Therefore Snow Surcharges Have No Been Considered in this Design Unless Noted Otherwise. h a FC -T M TART TC•NOLTRE►: INC- P.O. Box 1268 Cabot, AR 72023 Phone: (501) 941-3929 or (800) 201-1534 Fax: (501) 941-2675 pqB M A® ll®IIQ IA UIUFAMAIIS UIOClATION ax, ACCREDITED® AC 472 W'w OL T 35951 Ze 'ONA`l_ REVIEWED By Richard i Smfth at 6:1 B pm, Jun 12, 2ui8, ,WING PAC KAG Customer: Job Number: Project: DESIGN REQUIREMENTS Building Code: IBC 2015 Building Risk Category: II - Normal Collateral Load:* 3.00 Roof Live Load: 20.00 Tributary Reduction: Yes Roof Snow Load Data Ground Snow Load (Pg ): 40.00 psf Flat Roof Snow Load (Pf ): 40.00 psf Snow Exposure Factor (Ce ): 1.00 Snow Importance Factor (Is ): 1.00 Thermal Factor (Ct ): 1.00 Wind Design Data Ultimate Design Wind Speed 115 mph (3 Second Gust) Nominal Design Wind Speed 89 mph Internal Pressure Coefficient: t 0.18 Wind Exposure: B a Earthquake Design Data: Analysis Procedure - Equivalent LateraL Force Procedure Seismic Importance Factor: 1. 1.00 Mapped Spectral Response Acceleration Parameters: Design Spectral Resonse Acceleration Parameters: Site Class : D Ss 0.274 - St 0.075 Sos 0.289 Sul 0.120 Seismic Design Category : B Design Base Shear V Transverse Direction 18.41 kips Longitudinal Direction ' 19.31 kips Transverse 0 R : Left Endwall Right Endwall Front Sidewall Back Sidewall DORSEY DEVELOPMENT COMPANIES 181377 DOLLAR GENERAL #19727 Project Location: PARACHUTE, COLORADO (GARFIELD CO.) Project Description: Width Length B.EH F.EH L. Slope I I I r " 1 ' 1 70 -0 130 -0 14 -0 16 -2 1 /4" 0.375:12 Steel Ordinary Moment Frames) 0.083 3.50 Steel Ordinary Concentrically Braced Frame 0.089 3.25 Steel Ordinary Concentrically Braced Frame 0.089 3.25 Steel Ordinary Concentrically Braced Frame(s) 0.089 3.25 Steel Ordinary Concentrically Braced Frames) 0.089 3.25 Other: (2) RTU's ® 1,200 ibs (max ea.) Drift Surcharge Load(s) P, 16.40 46.25 psf Width of Snow Drifts) w 6.84 9.64 ft Exterior wall component & cladding materials not specifically supplied by P.S.I. should be designed to withstand 21.76 /-23,57 psf in the field zone. *This project is designed for this collateral loading. Suspension of any load -inducing system in excess of this loading is prohibited without consultation with the manufacturer to determine structural reinforcement, if required, to safely support supplemental loads. GENERAL 1. THE BUILDING SHALL BE DESIGNED SUCH THAT THERE IS MAINTAINED AN ABSOLUTE MINIMUM OF 6S-0" FROM INTERIOR FACE OF STEEL COLUMN TO INTERIOR FACE OF STEEL COLUMN ON THE SALES FLOOR, FOUNDATIONS 1. THE CONCRETE FOUNDATIONS SHALL BE DESIGNED, DETAILED AND CONSTRUCTED TO PROVIDE FOR THE SAFE, SERVICEAB E PRE -MANUFACTURED METAL BUILDING STRUCTURE AND ALL P GADS APPLIED THERETO. ATJL]y$. HALL CONFORM TO THE LATEST IONS OF ALL APPLICABLE STAN DARDS OF THE AMERICAN CONCR THE BUILDING CODE(S)ENFORCED BY THE AUTHORITY HAVING JURISDICTION AND THESE NTS. 2. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WTH THE RECOMMENDATIONSIN GEOTECHNICAL REPORT. "REPORT OF GE07ECHNICAL ENGINEERING EVALUATION, PROPOSED DOLLAR GENERAL STORE, STONE QUARRY ROAD AND BATTLEMENT PARKWAY, BATTLEMENT MESA, COLORADO B1635"LPREPARED FOR DORSEY DEVELOPMENT COMPANIES, 129 CHARTRES ST, NEW ORLEANS, LOUISIANA 70130EPREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC., 1070 WEST 124TH AVENUE, SUITE 800, WESTMINSTER, COLORADO 80234, TELEPHONE (303) 424-5578EPSI PROJECT NO, 05321499, DATED DECEMBER 22, 2017. THE SOILS SUPPORTING THE FOUNDATION SHALL BE PREPARED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 3. THE SLAB ON GRADE SHALL NOT BE UTILIZED TO RESIST HORIZONTAL THRUST FORCES AT THE BASE OF THE PRE-ENGINEERED BUILDING FRAMES. TIE BEAMS BELOWAND SEPARATE FROM THE BUILD( MAY BE UTILIZED. 4. THE BDl'RN1�ITERIALS SHALL BE FREE OF ORGANIC, EXPANSIVE OR REAL. AND SHALL SUPPORT TFR'76ViM0ATlON NACCORDANCEWITH THE FOLLOW NSj�paliTPFNE YEAR CRITERIA: A. MAXIMUM DIFFERENTIAL MOVEMENT DUE TO EITHER SETTLEMENT OR HEAVE SHALL NOT EXCEED 1/2" OVER A DISTANCE OF 50 FEET. B. MAXIMUM TOTAL MOVEMENT DUE TO EITHER SETTLEMENT OR HEAVE SHALL NOT EXCEED 1". 5, ALLOWABLE BEARING PRESSURE FOR CONTINUOUS FOOTINGS IS 3200 PSF AT A BEARING DEPTH OF 1.5 FEET BELOW ADJACENT EXISTING GRADE AND 2000 PSF AT A BEARING DEPTH OF 3 FEET BELOW ADJACENT EXISTING GRADE. ALLOWABLE BEARING PRESSURE FOR INDIVIDUAL COLUMN FOOTINGS IS 4000 PSF AT A BEARING DEPTH OF 1.5 FEET BELOW ADJACENT EXISTING GRADE AND 2300 PSF AT A BEARING DEPTH OF 3 FEET BELOW ADJACENT EXISTING GRADE. ALLOWABLE BEARING PRESSURE IS 600 PSF FOR SLAB ON GRADE BEARING ON COMPACTED STRUCTURAL FILL. ATTAIN MINIMUM DESIGN BEARING PRESSURE, ACHIEVE SUFFICIENT PROTECTION FROM SETTLEMENT OR HEAVE, AND WHERE ADJACENT TO EXISTING CONSTRUCTION, AVOID APPLICATION OF LATERAL EARTH PRESSURE TO ADJACENT CONSTRUCTION. SLAB ON GRADE 1. THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE COMPACTED AND PREPARED IN ACCORDANCE NTH GEOTECHNICAL REPORT NOTED ABOVE. THE SUBGRADE SHALL PROVIDE A MINIMUM OF 125 POUNDS PER CUBIC INCH (PCI) MODULUS OF SUB -GRADE REACTION AND SHALL BE PROOF -ROLLED TO ENSURE THAT THERE ARE NO PUMPING OR SOFT ZONES GREATER THAN 55° (ACI 302, "GUIDE FOR CONCRETE FLOOR SLAB CONSTRUCTION-). Z THE SLAB ON GRADE SHALL CONFORM TO THE LATEST EDITIONS OF ALL APPLICABLE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE (ACI), THE BUILDING CODE(S) ENFORCED BY THE AUTHORITY HAVING JURISDICTION AND THESE REQUIREMENTS. 3, THE SLAB ON GRADE SHALL RECEIVE A HARD STEEL TROWEL FINISH. SAW -CUT CONTRACTION JOINTS A MINIMUM OF %THE DEPTH OF THE SLAB SHALL BE PROVIDED IN BOTH PRINCIPAL DIRECTIONS ACROSS THE ENTIRE FLOOR SLAB, SPACED NO FURTHER THAN 15 FEET ON CENTER AND PROVIDING PANELS WTH AN ASPECT RATIO NO GREATER THAN 1.5:1. REFER TO FOUNDATION PLAN. THE SLAB SHALL BE PROTECTED FROM THE EFFECTS OF HEAT OR WIND AS NECESSARY TO AVOID ANY CURLING OF THE SLAB SEGMENTS. CONCRETE SALES FLOOR PRHNSTALLATION CONFERENCE i. AT LEAST 30 DAYS PRIOR TO THE START OF THE CONCRETE SLAB CONSTRUCTION THE GENERAL CONTRACTOR SHALL CONDUCT A MEETING TO REVIE W THE PROPOSED CONCRETE MIX DESIGNS AND TO DISCUSS THE REQUIRED METHODS AND PROCEDURES TO ACH IEVE (EVE THE REQUIREMENTS G THIS SPECIFICATION. THE GENERAL CONTRACTOR SHALL L AE OF CON ERENFERENCE AGENDA TO ALL ATTENDEES 20 DAYS PRIOR TO THEH SCHEDULED DATE OF THE CONFERENCE. 2. THE GENERAL CONTRACTOR SHALL REQUIRE RESPONSIBLE REPRESENTATIVES OF EVERY PARTY CONCERNED WITH THE CONCRETE WORK TO ATTEND THE CONFERENCE, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING A. GENERAL CONTRACTOR'S U S PERINTENDENT S. LABORATORY RESPONSIBLE FOR CONCRETE MIXES FIELD QUALITY CONTROLAND FLOOR TOLERANCE TESTING C. READY -MIX CONCRETE PRODUCER D. CONCRETE CONTRACTOR E. CHEMICAL ADMIXTURE MANUFACTURER F. LIQUID DENSIFIER AND SEALER MANUFACTURER G. LIQUID DENSIFIER AND SEALER APPLICATOR H. JOINT FILLING MANUFACTURER I. JOINT FILLING APPLICATOR 3. MINUTES OF THE MEETING SHALL BE RECORDED, E ORDED, TYPED AND PRINTED BY THE GENERAL CONTRACTOR AND DISTRIBUTED TO ALL CONCERNED PARTIE S, INCLUDING THE OWNER'S REPRESENTATIVE, THE ARCHITECTAND THE STRUCTURAL ENGINEER, WTHIN FIVE DAYS OF THE MEETING 4. THE MINUTES SHALL INCLUDE A STATEMENT BY THE CONCRETE SUPPLIER STATING THAT THE PROPOSED CONCRETE MIX DESIGN WILL PRODUCE THE CONCRETE QUALITY REQUIRED BY THESE SPECIFICATIONS. 5, THE MINUTES SHALL INCLUDE A STATEMEN T BY THE CONCRETE CONTRACTOR THAT THE PROPOSED CONCRETE MIX DESIGN WILL PROVIDE APPROPRIATE WORKABILITY AND SETTING TIMES, TO ENSURE THAT THE CONCRETE CONTRACTOR CAN ACHIEVE THE REQUIREMENTS OF THIS SPECIFICATION. CONCRETE CONTRACTOR QUALIFICATION 1. THE CONCRETE CONTRACTOR SHALL INCLUDE IN THEIR BID PACKAGE TO THE GENERAL CONTRACTOR, SUFFICIENT DATA, INCLUDING A MINIMUM OF THREE SIMILAR AND SUCCESSFUL PROJECTS THAT CLEARLY INDICATES THE CONCRETE CONTRACTOR'S ABILITY TO SUCCESSFULLY PERFORM THE WORKAND TO ACHIEVE THE INTERIOR SALES FLOOR SLAB TOLERANCES REQUIRED IN THIS SPECIFICATION. THE CONCRETE CONTRACTOR'S TEAM SHALL HAVE PARTICIPATED IN THE MAJORITY OF THESE PROJECTS, AND THAT TEAM SHALL REMAIN THE SAME THROUGH THE DURATION OF THIS PROJECT. CONCRETE MATERIALS 1. PORTLAND CEMENT: ASTM C 150, TYPE I OR 141. USE ONE BRAND OF CEMENT THROUGHOUT THE PROJECT. 2, COARSE AND FINE AGGREGATES: ASTM C 33. COMBINED AGGREGATE GRADATION FOR SLABS ON GRADE AND OTHER DESIGNATED CONCRETE SHALL BE BIT -180 FOR LARGE TOP SIZE AGGREGATES (1 W) OR 8%-22%FOR SMALLER TOP SIZE AGGREGATES (I- OR %') RETAINED ON EACH SIEVE BELOW THE TOP SIZE AND ABOVE THE NO. 100 SIEVE. SLABS ON GRADE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 1 Yh", FOOTINGS AND BEAMS I % 3. WATER: COMPLYING WTHASTM C 94. 4. AIR-ENTRAJNING ADMIXTURES: SHALL CONFORM TO ASTM C260. ADMIXTURE MANUFACTURER SHALL PROVIDE WRITTEN CERTIFICATION THAT THE AIR -ENTRAINING ADMIXTURE IS COMPATIBLE WTH OTHER REQUIRED ADMIXTURES. ALL EXTERIOR SLABS SHALL BE AIR -ENTRAINED (4E -60). ACCEPTABLE PRODUCTS. EUCLID CHEMICAL AEA92 OR AIR 40BASF MICRO AIRDW.R. GRACE DARAVAIR 1000 OR DAREX A. NOTE. AIR -ENTRAINING ADMIXTURE SHALL NOT BE USED ON INTERIOR CONCRETE. 5, WATER -REDUCING ADMIXTURE: SHALL CONFORM TO ASTM C494, TYPE A AND CONTAIN NO MORE THAN 0.050 CHLORIDE IONS. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL EUCON SERIESL13ASF POZZOLITH SERIESCW.R. GRACE WRDA OR DARACEM SERIES. 6. WATER -REDUCING, RETARDING ADMIXTURE: SHALL CONFORM TO ASTM C494, TYPE D, AND CONTAIN NO MORE THAN 0050 CHLORIDE IONS. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL RETARDER 75D BASF POZZOLITH SERIES7NR. GRACE DARATARD 17. 7. HIGH RANGE WATER -REDUCING ADMIXTURE (SUPERPLASTICIZER): SHALL CONFORM TO ASTM C494, TYPE F OR TYPE G AND CONTAIN NO MORE THAN 0.05D CHLORIDE IONS. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL EUCON 371BASF RHEOBUILD 1D00LLINR. GRACE DARACEM-100. S. WATER -REDUCING, NON -CORROSIVE ACCELERATING ADMIXTURE: SHALL CONFORM TO ASTM C494, TYPE C OR E, AND CONTAIN NO MORE CHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER. THE ADMIXTURE MANUFACTURER MUST HAVE LONG-TERM, NON -CORROSIVE TEST DATA FROM AN INDEPENDENT TESTING LABORATORY (OF AT LEAST A YEAR'S DURATION) USING AN ACCEPTABLE ACCELERATED CORROSION TEST METHOD SUCH AS THAT USING ELECTRICAL POTENTIAL MEASURES. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL ACCELGUARD 80190 OR ACCELGUARD NCABASF NC534 OR POZZUTEC 20U/VR. GRACE POLARSET. 9, PROHIBITED ADMIXTURES: A. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0 C50 CHLORIDE IONS ARE NOT PERMITTED. B. FLYASH IS NOT PERMITTED. EVAPORATION RETARDER 1. WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. ACCEPTABLE PRODUCTS :'E000BAR' BY EUCLID CHEMICAL CURING MATERIALS I. EXTERIOR CURING ALL EXTERIOR CONCRETE SLABS SHALL BE CURED USING A LIQUID MEMBRANE -FORMING CURING COMPOUND. THE LI QUID MEMBRANE -FORMING CURING COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM C1315 WITH A MAXIMUM V.O.C. CONTENT OF 700 GIL. ACCEPTABLE PRODUCTS: 'SUPER REZ SEAL' OR'SUPER AQUA CURE' BY EUCLID CHEMICAL 2. INTERIOR CURING (BUILDING NOT ENCLOSED/SALES FLOOR SLAB IS PLACED FIRST(: THE INTERIOR SALES FLOOR SLAB SHALL BE CURED USING A REDUCED ODOR, DISSIPATING LIQUID MEMBRANE FORMING CURING COMPOUND THAT 16 FORMULATED FROM HYDROCARBON RESINS. THE DISSIPATING LIQUID MEMBRANE FORMING CURING COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM C309 AND V.O.C. CONTENTS IN ACCORDANCE TO EPA 40 CFR, PART 59, TABLE 1, SUBPART 0 FOR CONCRETE CURING COMPOUNDS WITH A MAXIMUM V 0 C. CONTENT OF 350G/L. ACCEPTABLE PRODUCT:'KUREZ OR VOX" BY EUCLID CHEMICAL 3. INTERIOR CURING (BUILDING ENCLOSEDISALES FLOOR SLAB IS PLACED LAST): THE INTERIOR SALES FLOOR SLAB SHALL BE CURED USING A REMOVABLE, LOW ODOR, FAST DRYING LIQUID MEMBRANE FORMING CURING COMPOUND. THE REMOVABLE LIQUID MEMBRANE FORMING CURING COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM C309, AASHTO M 148, USDA COMPLIANCY AND V.O.C. CONTENTS IN ACCORDANCE TO EPA 40 CFR, PART 59, TABLE 1, SUBPART D FOR CONCRETE CURING COMPOUNDS WITH A MAXIMUM V.O.C. CONTENT OF 35DG/L ACCEPTABLE B E PRODUCT: *KUREZ RC' BV EUCLID CHEMICAL LIQUID DENSIFIERISEALER FOR INTERIOR SALES FLOOR 1, LIQUID DENSIFIER/SEALER SHALL BE A SODIUM SILICATE/SILICONATE BLEND. MANUFACTURER OF LIQUID DENSIFIER AND SEALER MUST BE CONTACTED PRIOR TO BIDDING FOR PRICING AND APPLICATION REQUIREMENTS. ACCEPTABLE LIQUID DENSIFIER AND SEALER MANUFACTURER: "EUCO DIAMOND HARD" BY EUCLID CHEMICAL' RETROPLATE B9" BY RETROPLAT E SYSTEMS 2. APPROVAL: ALL GENERAL CONTRACTO RS BIDDING OR NEGOTIATING A DOLLAR GENERAL PROJECT SHALL CONTACT EUCLID CHEMICAL OR RETROPLATE TO OBTAIN A LIST OF APPROVED APPLICATORS LOCATED WITHIN THE GEOGRAPHIC REGION OF THE PROJECT. GENERAL CONTRACTORS SHALL SOLICIT AND ACCEPT PRICING ONLY FROM THOSE APPLICATORS AS PROVIDED BY EUCLID CHEMICAL OR RETROPLATE. THE APPROVED APPLICATOR SELECTED FOR THE INITIAI APPI (CATION OF 1101 Iln WORK, IHE APPROVED APPLICAIUR SHALL FURNISH EUCLID CHEMICAL OR RETROPLATE A COPY OF THE INVOICE, AS WELL AS SQUARE FOOTAGE AND COVERAGE RATE DATA CONFIRMING THAT THE SPECIFIED APPLICATION RATES WERE ACHIEVED. 3. PROJECT SERVICE: AT LEAST 10 DAYS PRIOR TO APPLICATION OF LIQUID DENSIFIER AND SEALER, THE GENERAL CONTRACTOR SHALL NOTIFY THE EUCLID CHEMICAL OR RETROPLATE REPRESENTATIVE FOR JOBSITE SERVICE. THE REPRESENTATIVE WILL BE ON THE PROJECT SITE DURING THE FIRST APPLICATION OF LIQUID DENSIFIER f SEALER AND WILL FOLLOW THE PROJECT THROUGH TO COMPLETION. SEMI -RIGID POLYUREAJOINT FILLER 1. UV RESISTANT, SEMI -RIGID POLYUREA JOINT FILLER SHALL BE A TWO (2) COMPONENT, 1000 SOLIDS COMPOUND, WITH MINIMUM SHORE 'A" HARDNESS OF 80. JOINT FILLER COLOR SHALL MATCH THE ADJACENT CONCRETE SURFACE. ACCEPTABLE SEMI -RIGID POLYUREA JOINT FILLER MANUFACTURER. 'EUCO QWKJOINT UVR' 6Y EUCLID CHEMICAL 2. NON -UV RESISTANT, SEMI -RIGID POLYUREA JOINT FILLER SHALL BE A TWO (2) COMPONENT, 1000 SOLIDS COMPOUND, WTH A MINIMUM SHORE "A" HARDNESS OF 75. JOINT FILLER COLOR SHALL MATCH THE ADJACENT CONCRETE SURFACE. ACCEPTABLE SEMI -RIGID POLYUREA JOINT FILLER: 'CRETEFILL PRO 75' BY CURECRETE 3, APPROVAL. ALL GENERAL CONTRACTORS BIDDING OR NEGOTIATING A DOLLAR GENERAL PROJECT SHALL CONTACT THE EUCLID CHEMICAL COMPANY OR RETROPLATE TO OBTAIN A LIST OF APPROVED APPLICATORS LOCATED WITHIN THE GEOGRAPHIC REGION OF THE PROJECT. GENERAL CONTRACTORS SHALL SOLICIT AND AC CEPT PRICING ONLY FROM THOSE APPLICATORS S PR OVIDED ROVIDED BY EUCLID CHEMICAL OR RETROPLATE. THE APPROVED APPLICATOR SEI FCTFO FOR THE INITIAI CONCRETE MIXES I. COMPLY WITH ACI 301 REQUIREMENTS FOR CONCRETE MIXTURES. 2. CONCRETE MIX DESIGN(S) SHALL BE PROPORTIONED ACCORDING TO ACI 301, FOR NORMAL -WEIGHT CONCRETE DETERMINED BY EITHER LABORATORY TRIAL MIX OR FIELD TEST DATA AS FOLLOWS. A. COMPRESSIVE STRENGTH (28 DAYS): 4000PSI, WITH A MAXIMUM WATER/CEMENT RATIO OF S3, UNLESS OTHERWISE INDICATED ON THE DRAWINGS CONCRETE MATERIALS INCLUDED IN THE MIX DESIGN SHALL BE THE SAME MATERIALS PROVIDED TO THE PROJECT, AND SHALL BE PREPARED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE OWNER. IF SUFFICIENT BACKUP DATA IS NOT AVAILABLE, THE LABORATORY MIX DESIGN SHALL EXCEED THE DESIRED JOB STRENGTH OF CONCRETE BY 1,200PSI. FOUR COPIES OF THE MIX DESIGN SHALL BE SUBMITTED TO THE OWNER BEFORE CONCRETE WORK BEGINS. B. SLUMP'. CONCRETE CONTAINING MID OR HIGH RANGE WATER REDUCER SHALL HAVE A MAXIMUM SLUMP OF 5%' FOR THE INTERIOR SALES FLOOR SLAB AND W FOR OTHER AREAS. ALL OTHER CONCRETE SHALL NOT EXCEED 41NCHES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. C. ADJUSTMENT TO CONCRETE MIXES. MIX DESIGN ADJUSTMENTS MAY BE REQUESTED BY GENERAL CONTRACTOR WHEN CHARACTERISTICS OF MATERIALS, JOB CONDITIONS, WEATHER, TEST RESULTS OR OTHER CIRCUMSTANCES WARRANTOAT NO ADDITIONAL COST TO OWNER AND AS ACCEPTED BY OWNER. LABORATO RY TEST DATA FOR REVISED MIX DESIGN AND STRENGTH A RESULTS MUST BE SUBMITTED TO AND ACCEPTED BY OWNER BEFORE USING IN WORK BOTH THE CONCRETE TESTING AND INSPECTION AGENCY AND THE CONCRETE CONTRACTOR SHALL SATISFY THEMSELVES THAT THE CONC RETE MIX DESIGN WILL PRODUCE ACONCRETE WHICH WILL MEET THE SPECIFICATIONS FOR VERIFY THATT. IN ADDITION THE GENERAL CONTRACTOR O T R AND CONCRETE CONTRACTOR SHALL VERIFY THAT THE WORKABILITY, KABIL E FINISHABILITY BE SETTING TIMES ARE APPROPRIATE FOR SLAB INSTALLATIONS. PLACEMENT SHALL BE MADE DIRECTLY FROM CONCRETE TRUCKS BY CHUTE. IF PUMPING OF THE CONCRETE IS CONTEMPLATED FOR ANY SPECIAL LOCATIONS, THE PROPORTIONS ESTABLISHED ABOVE SHALL NOT BE ALTERED TO SUIT THE CAPABILITIES OF THE PUMPING EQUIPMENT. FOR CONCRETE CONTAINING MACRO -SYNTHETIC FIBERS, ADJUSTMENTS REQUIRED TO PROVIDE REQUIRED PLACEMENT CONDITIONS MAY WARRANT USE OF ADDITIONAL WATER REDUCER. NO ADDITIONAL WATER IS PERMITTED INTO CONCRETE MIXTURE AFTER ADDITION OF MACROSVNTHETIC FIBERS D. INTERIOR CONCRETE SALES FLOOR: CONCRETE SHALL BE DESIGNED TO MEET 4G00 PSI COMPRESSIVE STRENGTH Q 28 DAYS AND EXHIBIT N.040 SHRINKAGE @ 28 DAYS. THE MIX SHALL CONTAIN APPROXIMATELY 12 CUBIC FEET OF #467 AGGREGATE (1-11T TOP SIZE), THE SPECIFIED WATER REDUCING ADMIXTURE AND ACHIEVE A NCM RATIO OF 0,53 (MAX.). CONCRETE SHALL BE NON AIR -ENTRAINED AND IN NO CASE SHALL THE CONCRETE BE DESIGNED FOR LESS THAN 4000 PSI @ 28 DAYS. PROPOSED MIX DESIGN SHALL BE SIMILAR TO THE FOLLOWING PROTOTYPE MIX: MATERIALS PROTOTYPE MIX CEMENT 517-564LBS. FLY ASH/SLAG PROHIBITED COARSE AGGREGATE 12 CUBIC FEET D'-.50 (#467 STONE) FINEAGGREGATE 7CUBIC FEET [I- (ADJUST AS NECESSARY) WATER CONTENT 250-300LBS. AI R CONTENT (ENTRAPPED AIR ONLY) 3,00(MAX) WATER REDUCER (TYPE NF) 30ZADOZA00WT Of- (MID RANGE PREFERRED) W/CM 0.53 (MAX.) INITIAL SLUMP (WATER) 3" FINAL SLUMP (WTH WATER REDUCER) 5.5' (MAX) SHRINKAGE 00.040 @28 DAYS OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION PSF FLOOR SLAB FINISH AND TOLERANCES 1. GENERAL: UNLESS OTHERWISE NOTED BY OWNER, CONCRETE SALES FLOOR SLAB SHALL OF CAST IN ONE CONTINUOUS PLACEMENT. CONCRETE SHALL BE PLACED, SCREEDED, RE -STRAIGHTENED, AND FINISHED AS NECESSARY TO MEET THE FF AND FL TOLERANCE REQUIREMENTS. DO NOT NET CONCRETE SURFACES DURING FINISHING OPERATIONS. 2. TROWEL FINISH (SALES FLOOR): APPLYA HARD TROWEL FINISH TO SURFACES AS FOLLOWS.: A. LASER SCREEDS, VIBRATORY SCREEDS, HIGHWAY STRAIGHTEDGES AND WOOD BULL FLOATS SHALL BE USED TO INITIATE SCREEDING AND FLOATING PROCESS TO FORM A UNIFORM AND OPEN -TEXTURED SURFACE PLANE BEFORE EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE. A BACK-UP LASER SCREED IS REQUIRED DURING CONCRETE PLACEMENT OF THE INTERIOR SALES FLOOR SLAB. REMOVE EXCESS WATER BEFORE STARTING FLOATING OPERATIONS. 00 NOT FURTHER DISTURB SURFACES BEFORE STARTING FINISHING OPERATIONS. B. HIGHWAY STRAIGHTEDGE OPERATIONS SHALL CONTINUE BEFORE, DURING AND AFTER TROWELING OPERATION, UNTIL SPECIFIED FLOOR TOLERANCES ARE ACHIEVED. C. TROWEL FINISH WITH GAS OPERATED TROWELING MACHINE WITH ADJUSTABLE BLADE$ ON ALL FINISHING EQUIPMENT. USE STEEL -REINFORCED BLADES ON RIDE -ON POWER TROWELS, TROWEL THE SURFACE SUFFICIENTLY TO PRODUCE A SMOOTH, TIGHT, ABRASION RESISTANT SURFACE. CARE SHALL BE TAKEN NOT TO OVERWORK OR BURN THE SURFACE. USE 6" WIDE FINISH STYLE STEEL -REINFORCED BLADES ON FINAL PASSES. FINISHING BLADES SHALL BE IN NEW CONDITION AND COMPLETELY CLEAN OF ANY DELETERIOUS MATERIALS. INTERIOR MACHINE TROWEL FINISH D. PROTECTION: CARE SHALL BE TAKEN TO PROTECT THE INTERIOR SALES FLOOR. ENTRANCES SHALL INCLUDE CLEAN FLOOR MATS TO PREVENT MUD STAINS AND ALL EQUIPMENT ON THE FLOOR SHALL BE DIAPERED TO PREVENT SPILLS. CUTTING OILS, ETC, ARE NOT ALLOWED ON THE SALES FLOOR SLAB AT ANY TIME DURI NG THE CONSTR UCTION PROCESS. 3. COMPLY NTH ACI 117,'SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS' INTERIOR SALES FLOOR SLAB SHALL MEET THE REQUIREMENTS OF ATYPE 5, SINGLE COURSE HARD STEEL -TROWELED FINISH AS DESCRIBE D IN ACI 302. A. ALL PERIMETER AREAS AND EDGES OF THE CONCRETE FLOOR SHALL EXHIBIT THE SAME FINISH AS THE SALES FLOOR, INCLUDING BUT NOT LIMITED TO, HALLWAYS, OFFICES, RESTROOMS, ETC. B. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTRACTINGWTH THE TESTING LABORATORY FOR ALL COSTS ASSOCIATED WITH FLOOR TOLERANCE TESTING. A COPY OF THE FINAL FLOOR TOLERANCE REPORT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO THE OWNER WITHIN 24 HOURS OF RECEIVING THE REPORT FROM THE TESTING LABORATORY. THE SALES FLOOR SLAB SHALL CONFORM TO THE FOLLOWING FLATNESS AND LEVELNESS CRITERIA: ❑ FLATNESS. OVERALL FLOOR FLATNESS RATING OF AT LEAST 35 m LEVELNESS: OVERALL FLOOR LEVELNESS RATING EAST 30 IT TOLERANCE BAND FOR ENTIRE FLOOR: 30.375 INCH 4. FAILURE TO ACHIEVE THE ABOVE CRITERIA SHALL BECAUSE FOR REPLACEMENT OF THE OFFENDING SEGMENTS OR GRINDING/POLISHING AT NO COST TO THE OWNER OR TENANT. 5. TROWEL FINISH (OTHER THAN SALES FLOOR): APPLY HARD TROWEL FINISH TO SURFACES INDICATED AND TO FLOOR AND SLAB SURFACES EXPOSED TO VIEW OR TO BE COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN FILM -FINISH COATING SYSTEM. 6. HEAVY BROOM FINISH: AS NOTED ON DRAWINGS. CONCRETE PROTECTION AND CURING 1. GENERAL'. NORMALIZE CONCRETE SET TIME AND PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WTH ACI 305 FOR HOT -WEATHER PROTE CTION AND ACI 306 FOR COLD -WEATHER PROTECTION DURING CURING. DL SPL➢FIEU CURING COMPOUND AS QUICKLY AS POSSIBLE FOR MAXIMUM PROTECTION. FOR CONCRETE PLACEMENT DURING HOT DRY AND WCONDITIONS, CONCRETE CONTRACTOR SHALL S USE EVAPORATION RETARDER A PER MANUFACTURER'S INSTRUCTIONS TO A MAINTAIN MOIST GIST CONDITION AND TO MINIMIZE PLASTIC DRYING SHRINKAGE CRACKING AT THE SURFACE OF THE FRESHLY PLACED CONCRETE. A. CURING -EXTERIOR SLABS: ALL EXTERIOR CONCRETE SLABS SHALL BE CURED USING THE SPECIFIED LIQUID MEMBRANE -FORMING CURING COMPOUND. PER MANUFACTURER'S INSTRUCTIONS, APPLICATION SHALL BE APPLIED EVENLYAND UNIFORMLY AS SOON AS POSSIBLE AFTER FINAL FINISHING. SURFACE SHALL BE CLEAN AND DAMP, BUT NOT WET AND CAN NO LONGER BE MARRED BY WALKING WORKMEN. ALLAPPLICATIONS SHALL BE MADE BY AN APPROVED APPLICATOR OF THE MANUFACTURER AND WHEN SURFACE AND AIR TEMPERATURE IS ABOVE 50° F. APPLY 'SUPER REZ SEAL° OR 'SUPER AQUA CURE" AT AN APPLICATION RATE OF 400SF/GALLON. BEGIN CURING IMMEDIATELY AFTER FINISHING CONCRETE, BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE. B. CURING -INTERIOR SLABS. THE INTERIOR SALES FLOOR SLAB SHALL BE CURED USING THE SPECIFIED DISSIPATING OR REMOVABLE LIQUID MEMBRANE -FORMING CURING COMPOUND. PER MANUFACTURER'S INSTRUCTIONS, APPLICATION SHALL BE APPLIED EVENLY AND UNIFORMLY AS SOON AS POSSIBLE AFTER FINAL FINISHING. SURFACE SHALL BE DAMP, BUT NOT WET AND CAN NO LONGER BE MARRED BY WALKING WORKMEN. ALL APPLICATIONS SHALL BE MADE BY AN APPROVED APPLICATOR OF THE MANUFACT URER, AND WHEN SURFACE AND AIR TEMPERATURE IS ABOVE 50° F. APPLY'KUREZ DR VOX' (SLAB FIRST) OR 'KUREZ RC' (SLAB LAST) AT AN APPLICATION RATE OF 350SF/GALLON. BEGIN CURING IMMEDIATELY EDIA AFTER FINISHING CONCRETE NOT BEFORE FORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE. CONTRACTION JOINTS IN SLABS-ON-G BADE 1. FORM WEAKENED -PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED ON DRAWINGS. CONTRACTION JOINTS SHALL BE SAWN TO A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF THE CONCRETE THICKNESS, AS FOLLOWS: 2. SAWED JOINTS: ALL SAW CUTTING SHALL BE ACCOMPLISHED WITH A'SOFF-CUT" SAW AND VACUUM SYSTEM EQUIPPED WITH A NEW BLADE AND PLATE, AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW AND OPERATOR. NOTE: CONCRETE DUST SHALL BE REMOVED COMPLETELY AND IMMEDIATELY. IF CHALK LINES ARE USED FOR SAWCUTS, ALL CHALK REMAINING ON THE SLAB SHALL BE REMOVED COMPLETELY AND IMMEDIATELY AFTER SAW NG. INTERIOR SALES FLOOR SLAB PROTECTION 1. TAKE THE FOLLOWING MEASURES TO PROTECT THE INTERIOR SALES FLOOR SLAB' A. WRAP OR"DIAPER" ALL MOTORIZED AND HYDRAULIC EQUIPMENT TO PREVENT FLUID LEAKS B. PROVIDE NON -MARKING TIRES ON RUBBER TIRED VEHICLES OR EQUIP RUBBER TIRES WITH TIRE BOOTS MADE OF NYLON FABRIC C. PROVIDE MATS AT ALL ENTRANCES TO PREVENT MUD STAINS TIMING OF JOINT FILLER, LIQUID DENSIFIER AND POLISHING PROCESS 1. DO NOT COMMENCE INSTALLATION OF SEMI -RIGID POLYUREA JOINT FILLER, LIQUID DENSIFIER AND SEALER OR POLISHING PROCESSES UNTIL THE BUILDING IS COMPLETELY ENCLOSED, PERMANENT POWER AND LIGHTING IS OPERATING AND THE BUILDING IS THERMOSTATICALLY CONTROLLED. INSTALLATION OF THESE MATERIALS SHALL COMMENCE APPROXIMATELY TWO WEEKS PRIOR TO 'FIXTURE DATE." INSTALLATION OF SEMI -RIGID PO LYUR EA JOINT FILLER 1. ALL GENERAL CONTRACTORS BI DDI NO OR NEGOTIATING A DOLLAR GENERAL PROJECT SHALL CONTACT EUCLID CHEMICAL OR RETROPLATE TO OBTAIN A LIST OF APPROVED APPLICATORS LOCATED WITHIN THE GEOGRAPHIC REGION OF THE PROJECT. GENERAL CONTRACTORS SHALL SOLICIT AND ACCEPT PRICING ONLY FROM THOSE APPLICATORS AS PROVIDED BY EUCLID CHEMICAL OR RETROPLATE. THE APPROVED APPLICATOR SELECTED FOR THE INITIAL APPLICATION OF LIQUID DENSIFIER f SEALER SHALL BE THE SAME AS FOR THE JOINT FILLING AND ADDITIONAL APPLICATION OF LIQUID DENSIFIER f SEALER. 2. JOINT FILLER INSTALLATION: COMPLY WITH RECOMMENDATIONS IN ACI 302 FOR USE OF JOINT FILLER AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. 3. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT FILLER. REMOVE FOREIGN MATERIAL FROM JOINT SUBSTRATES THAT COULD INTERFERE WITH ADHESION OF JOINT FILLER BY BRUSHING, GRINDING, BLAST CLEANING, MECHANICAL ABRADING, OR A COMBINATION OF THESE METHODS TO PRODUCE CLEAN, SOUND SUBSTRATE CAPABLE OF DEVELOPING OPTIMUM BOND WITH JOINT FILLER. REMOVE LOOSE PARTICLES REMAINING FROM ABOVE CLEANING OPERATIONS BY VACUUMING OR BLOWING OUT JOINTS WITH OIL -FREE COMPRESSED AIR. ALSO REMOVE ALL LAITANCE AND FORM -RELEASE AGENTS FROM CONCRETE SURFACE. CLEAN NONPOROUS SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM SUBSTRATES, OR LEAVE RESIDUES COULD INTERFERE WITH ADHESION OF JOINT SEALANTS. ALL SURFACES TO BE FILLED SHALL BE CLEAN AND DRY. 4, FOR PROPER LOAD TRANSFER, JOINTS MUST BE FILLED FULL DEPTH, BUT IN NO CASE SHOULD THE JOINT FILLER BE ANY LESS THAN 1' DEEP IN THE JOINT. 5. MIXING: JOINT FILLER IS A TWO PART PRODUCT REQUIRING MACHINE MIXING AND PLACING. PREMIX PART B SEPARATELY BEFORE USING. FOLLOW PUMP MANUFACTURER'S EQUIPMENT INSTRUCTIONS. 6, PLACEMENT. JOINT FILLER SHALL BE FILLED FULL DEPTH. NO BACKER ROD IS ALLOWED. JOINTS SHOULD BE OVERFILLED AND SHAVED EVEN WITH THE SURROUNDING JOINT EDGE GIVINGTHE FLOOR JOINTS A FLAT, SMOOTH APPEARANCE. SHAVING OF EXCESS JOINT FILLER CAN BE APPROXIMATELY 30 MINUTES AFTER PLACEMENT, AND UP TO 24 HOURS LATER, DEPENDING ON JOBSITE CONDITIONS SUCH AS CONCRETE AND AMBIENT TEMPERATURES. 7. JOINT FILLER SEPARATION: THE APPROVED JOINT FILLING APPLICATOR SHALL INCLUDE IN THEIR BID A COST PER LINEAR FOOT TO MAKE ONE RETURN TRIP TO REFILL JOINTS IF JOINT FILLER SIDEWALL SEPARATION OR SPLITTING EXCEEDS 1/18; OR IF SURFACE PROFILE IS CONCAVE, CHATTERED OR IF VOIDS OCCUR. THIS SHALL TAKE PLACE ONE WEEK PRIOR TO GRAND OPENING. INITIAL CLEANING FOR LIQUID DENSIFIER AND SEALER APPLICATION 1. INTERIOR SALES FLOOR SLAB: THOROUGHLY CLEAN THE INTERIOR SALES FLOOR SLAB PRIOR TO INITIAL APPLICATION OF LIQUID DENSIFIER AND SEALER BY COMPLETELY REMOVING THE SPECIFIED DISSIPATING OR REM OVABLE CURING COMPOUND FROM THE FLOOR SURFACE. THE FOLLOWING FLOOR STRIPPER OR REMOVAL SOLUTION SHALL BE APPLIED TO THE FLOOR TO THOROUGHLY STRIP, CLEAN AND REMOVE ALL CURING COMPOUND RESIDUE: A. IF KUREZ DR VOX (SLAB FIRST) WAS USED TO CURE THE SLAB, USE "EUCO CLEAN 8 STRIP' BY EUCLID CHEMICAL, APPLIED AT THE PROPER WATER TO FLOOR STRIPPER RATIO AND COVERAGE RATE THAT WILL COMPLETELY REMOVE THE KUREZ DR VOX. CONTACT: PHIL BRANDT (877) 438-3825 B. IF KUREZ RC (SLAB LAST) WAS USED TO CURE THE SLAB, USE-KUREZ OFF" BY EUCLID CHEMICAL, APPLIED AT THE PROPER WATER TO FLOOR CLEANER RATIO AND COVERAGE RATE THAT WILL COMPLETELY REMOVE THE KUREZ RC. CONTACT. PHIL BRANDT (877) 438-3826 POLISHING PROCESS AND APPLICATION OF LIQUID DENSIFIER/SEALER 1. ALLAPPLICATORS MUST BE CERTIFIED BY EUCLID CHEMICAL OR RETRO-PLATE. 2. THE REVISED PROCESS CAN BE USED IN BOTH'WET AND'DRY' APPLICATIONS. 3. THIS PROCESS ASSUMES A QUALITY CONCRETE FINISH (MEETS ANDIOR EXCEEDS THE SPECIFIED FLOOR TOLERANCES) BY THE FLOOR FINISHER. FAILURE TO ACHIEVE THE ABOVE CRITERIA SHALL BE CAUSE FOR REPLACEMENT OF THE OFFENDING SEGMENTS OR GRINDINGIPOLISHING AT NO COST TO THE OWNER OR TENANT. 4. ONLY THE SALES FLOOR WILL RECEIVE THE FULL 8 STEP PROCESS OUTLINED BELOW UNDER ITEM K. 5. ALL OTHER AREAS WILL ONLY RECEIVE STEPS i THROUGH 3, NO ADDITIONAL WORK IS NECESSARY. THE YELLOW SAFETY STRIPING WILL REMAIN. 6. THE BLACK PAINTED BORDER AMERIPOLISH ED GE E TINT BLACK), WILL NOT BE REQUIRED IN ( L AREAS BEHIND FIXTURES WILL ONLY BE INSTALLED THE MAIN ENTRY DOOR HALLWAY DOORWAYS BORDER, EGRESS DOORS, DOORWAYS INTO THE RECEIVNG AREA, 15' DIAMONDS AROUND INTERIOR COLUMNS AND TRANSITIONS THAT CAN BE SEEN BY THE CUSTOMERS. 7, STEPS 2 8 4 ARE COMBO STEPS USING DIFFERENT GRITS OF RESIN BOND DIAMONDS ON EACH PASS. B. ARRES N' S THIS I 1 1 ONLY GRIND THAT DOES NOT TEAR AWAY AS MUCH OF THE SURFACE AREA THE RESIN GRIND WILL REMOVE A MINIMAL TOP LAYER OF THE CONCRETE SURFACE AND SHOULD GREATLY REDUCE THE AMOUNT OF WASTE PRODUCT CREATED WHEN COMPARED TO THE OLD METAL GRIND PROCESS. 9. IF A CURE-N-SEAL PRODUCT IS REQUIRED AT THE TIME OF SLAB PLACEMENT ONLY WATER BASED DISSIPATING SEALERS ARE ALLOWED. NO ACRYLIC CURE-N-SEALS ARE ALLOWED. 10. PRIOR TO APPLICATION, INSPECT INTERIOR SALES FLOOR SLAB TO ENSURE THAT SLAB IS CLEAN AND FREE OF DUST GREASE OILS OR OTHER CONTAMINANTS THAT MI GHT IGHT PROHIBIT THE PROPER APPLICATION AND PENETRATION OF THE LIQUID DENSIFIERN A AND SEALER. 11. PROCESS STEPS: A. CUT AND CLEAN OUT, PREP AND THEN FILL THE CONCRETE FLOOR JOINTS WTH THE EUCLID QWIKJOINT UVR POLYUREA JOINT FILLER. B. GRIND CONCRETE FLOOR WITH A COMBO SET OF 40/50 GRIT RESIN BOND DIAMONDS. C. GRIND CONCRETE FLOOR WTH A COMBO SET OF W100 GRIT RESIN BOND DIAMONDS, D. THOROUGHLY CLEAN THE CONCRETE FLOOR AND APPLY DIAMOND HARD DENSIFIER AT 225 SQUARE FEET PER GALLON. E. POLISH CONCRETE FLOOR WTH A COMBO SET 1D01200 GRIT RESIN BOND DIAMONDS. F. POLISH CONCRETE FLOOR WITH 400 GRIT RESIN BOND DIAMON DS. G. THOROUGHLY CLEAN CONCRETE FLOOR AN P D THEN E APPLY DIAMOND HARD DENSIFIER AT 700 SQUARE FEET PER GALLON. H. BURNISH I POLISH CONCRETE FLOOR WITH 800 GRIT DIAMOND IMPREGNATED PADS. I. BURNISH / POLISH CONCRETE FLOOR L OR WTH 1500 GRIT DIAMOND IMPREGNATED PADS. 12. ALL EDGES MUST BE POLISHED TO MATCH CONCRETE FLOOR WITH COINCIDING SASE 5' RESIN POLISHING PADS OR HTC EZ GRIND POLISHING 5' DIAMOND TOOLS. 13. POLISH RESULTS: PERFORM POLISHING PROCESS TO ATTAIN AN OVERALL GLOSS READING OF 235 SPECIFIED OVERALL GLOSS VALUE (SOGV) AS MEASURED USING A HORIBA IS 320. AND A SPECIFIED MINIMUM GLOSS READING OF Z30 MINIMUM LOCAL GLOSS VALUE (MGLV). A MINIMUM OF 75 READINGS SHALL BE TAKEN THROUGHOUT THE INTERIOR SALES FLOOR. THE APPROVED APPLICATOR SHALL TAKE FOUR GLOSS MEASUREMENT READINGS AT 90' FROM EACH OTHER, AND THEN AVERAGED FOR ONE READING AT EACH LOCATION. THE OVERALL MEASUREMENT SHALL BE REPORTED TO DOLLAR GENERAL WTHIN 24 HOURS OF THE POLISHING PROCESS. GLOSS SHALL BE CONSIDERED AS A QUANTITATIVE VALUE THAT EXPRESSES THE DEGREE OF REFLECTION WHEN LIGHT HITS THE CONCRETE FLOOR SURFACE. GLOSS MEASUREMENTS WILL BE TAKEN INDEPENDENT OF AMBIENT LIGHTING AND W LL BE TAKEN WITHIN A SEALED MEASUREMENT WINDOW LOCATED BENEATH THE TEST UNIT. D6l13f2018 3 S LO co S D r QO O� r O _J QO D U W W Z IL O2 U LL S Q ' d c rc a m m J In Q In m T m M o� o 6 m E m a 2 SHEET S1 B �J m O a T 130'-3" 26'-ff 28'-0' 24'-ff 1 In. �j I I i 3 S3 S3 1P TYP a' 6 2 P S3 2 SS - 1 53 STEP BOTTOM OF CONTROL JOINT GRADE IEAM RE 2153 RE: 10/S3 2'-ff TYP § y 3 S3 h FT V'w TVP F/FL EL D 1.4Y MOP SINK RE: ARCH S-0'Ji-0"FOOTING (TVPOF4) r- 7 r- -I 1F I ] L_ J L_ J L_ J 33 S'S3TVP@ ND WE WALL COLUN NS Y8N T HAIRPIN WRAPPED SNUG (TYP OF 4) ARO JND OUTSIDE ANCHOR RODS I 2);" CEO R FROM TOP OF SUB (TYP) 5I83TYP F ME 1 41S3 COLUMN(TYP F8) CORNE S S3 r J 54'-711Y 21D" 54'-7 112- 1 FOUNDATION PLAN OTES 1. OR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS PRIOR TO BEGINNING 1. CONTRACTOR NONTRRACTACT NOROH S2 SCALE: 118"014'' CONSTRUCTION. 2. REFER TO SHEET Si FOR GENERAL NOTES. 3. REFER TO SHEET S3 FOR DETAILS NOT NOTED ON PLAN. 4. FINISH FLOOR DDATUM ELEVATION 1W-W, REFER TO ARCHITECTURAL B CIVIL DRAWINGS FOR ACTUAL MEANSEA-LEVEL ELEVATION. 5. FLOOR SLAB SHALL BE Ki @ 12"GC, EW, PLACED 1 1 R" BELOW TOP OF SUB. 6. PROVIDE (2)Kim'-0'DIAGONAL BARS@3"C(C, CENTERED IN SLAB AT ALL INTERIOR CORNERSWTHOUT ACONSTRUCTION OR SAWN JOINT. ]. REFER TO ARCHITECTURAL FOR LOCATION AND EXTENT OF ALL LEDGES, POCKETS OR DEPRESSIONS. GENERAL NOTES: 1. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE W15 INTERNATIONAL BUILDING CODE, INCLUDING LOCALAMENDMENTS. 2. DEAD LOADS: ACTUAL WEIGHTS OF ALL MATERIALS OF CONSTRUCTION AND FIXED SERVICE EQUIPMENT. A. ROOF DEAD LOAD: 3 ESE (MINIMUM) B. ROOF COLLATERAL LOAD: 5 ESE (MINIMUM) 1 LIVE LOADS: A. FLOOR: 100PSF B. ROOF: 2D PSF (REDUCIBLE WHERE APPLICABLE) �\ 4. SNOW LOAD' Y A. B. FUTRO0FSNOWlUOAD.PU0,40%F 9 C. SNOW IMPORTANCE FACTOR OR:I 01.00 5. LATERAL LOADS: A. OCCUPANCY CATEGORY II B. WIND LOAD: D ULTNIATEDEBIGN WINO SPEED(9-SEC PEAKGUSn: VS,C 115 MPH A WISURE:C C. SEISMICC LOAD : ❑ SEISMIC IMPORTANCE FACTOR: 10 1.OD ® MAPPED SPECTRAL ACCELERATIONS ❑02]5, 51 00.076 ® SUE CLASS: C * SEISMIC DESIGN ATECOEFFICIENT:SGS ❑0.220, SDI 00.086 ❑ SEISMIC DESIGN CATEGORY: B m BASIC SEISMIC FORCE -RESISTING SYSTEM: ORDINARY STEEL CONCENTRICALLY BRACED FRAME, ORDINARY STEEL MOMENT FRAME 6. REMOVE ALL ABANDONED FOUNDATIONS, UTILITIES, PIPELINES,ETC. THAT INTERFERE WITH NEW CONSTRUCTION. T. FIELD VERIFYALL EXISTING CONDITIONS, INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. NOTIFY ENGINEER IF THERE IS ACONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH WORK. S. THE STRUCTURE IS DESIGNED FOR STABILITY IN THE FINAL CONDITION ONLY. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY DURING CONSTRUCTION. S. SEE OTHER DISCIPLINE DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS, DEPRESSIONS, OFFSETS, SLEEVES, CURBS, PADS, INSERTS, ETC. NOT SHOWN ON STRUCTURAL DRAW NGS. CONCRETE 1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF ACI 301 AND ACI 316. 2. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS NOTED OTHERWISE, SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315). LATEST EDITION. 3, REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A615. GRADE 60, DEFORMED. C CONCRETE CLEAR COVER OVER REINFORCING SHALL BE IN ACCORDANCE NTH ACI 318, LISTED BELOW, UNLESS OTHERWISE NOTED. A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' B. EXPOSED TO EARTH OR WEATHER:2" C. SUBSONGRADE(FROM TOP OF SLAB): 1.12' 5. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 314- INSIDE FORMS OR TOOLED TO 14-RADIUS ON SUBS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FORM ING, TEMPORARY BRACING AND SHORING. ]. ALL REINFORCING SHALL BE CONTINUOUS. CONTINUOUS BARS SHALL UP 48 BAR DIAM ETERS OF SMALLER MR UPPED, UNLESS NOTED OTHERWISE. ALL RESAR EM SEGMENT LENGTHS SHALL BE W BAR DIAMETERS, UNLESS NOTED OTHERWISE. PRE-ENGINEERED METAL BUILDING 1. THE ENTIRE BUILDING STRUCTURE IS INCLUDED AND INCLUDES ROOF METAL DECK, ROOF PURLINS, STRUCTURAL STEEL FRAME BEAMS AND COLUMNS, END WALL WIND COLUMNS, PORTAL FRAMES, CROSS BRACING, EXTERIOR METAL WALL PANELS AND WALL GIRTS. STRUCTURAL STEEL FRAMES SHALL BE SPACED AS SHOWN ON THE DRAWINGS. 2. THE BUILDING SHALL BE DESIGNED AND FABRICATED ACCORDING TO AISC. MBMA AND MSI LATEST SPECIFICATIONS. THE DIMENSIONAL TOLERANCES OUTLINED IN THE AM CODE UNDER WORKMANSHIP AND THE TOLERANCES APPLICABLE TO ROLL FROM STEEL UNDER THE AISC'STANDARD MILL PRACTICE", SECTION SHALL BE REQUIRED IN THE FABRICATION OF THE STEEL BUILDING FRAMES. 3. DESIGN LOADS SHALL CONFORM TO THE GENERAL NOTES AND LOAD COMBINATIONS SHALL COMPLY WTH MEMA SPECIFICATIONS. 4. THE BUILDING FRAME SHALL BE DESIGNED TO LIMIT THE LATERAL DEFLECTION TO HnW AT THE BUILDING EAVE, WHERE H IS THE HEIGHT OF THE BUILDING EASE. 5. THE BUILDING SHALL BE DESIGNED TO SUPPORTALL MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEM, LIGHTS, ETC. ADDITIONAL GIRTS OR PURLINS SHALL BE PLACED IN CONVENIENT LOCATIONS FOR ATTACHMENT OF ALL MECHANICAL AN D ELECTRICAL EQUIPMENT. 6, METAL BUILDING MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS FOR REVIEW CALCULATIONS AND SHOP DRAW NGS SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER. AND ELEVATIONS WHICH SHOW THE PRIMARY STRUCTURAL ]. SHOP MOMENT FRAMELI END LCOL COLUMNS, VERTICAL ICALAND HORIZONTAL CROSS BRACING, AND ALL OTHER STRUCTURAL MEMBERS. INCLUDE SSE AND DIMENSIONS OF ALL STRUCTURAL MEMBERS, BOLTED AND WELDED CONNECTION DETAILS, ANCHOR RODS, AND ASTM DESIGNATIONS AND YIELD STRESS OF ALL MATERIAL. 8. TEMPLATES. ES. C SHALL BE SDESIGNED BY BUILDING MANUFACTURER AND INSTALLED AS DER FOR FULL CONTACTPROM BE BEAR IN TEMPLATES. COLUMN BASE PLATES SHALL BE ACCURATELY SET AND GROUTED UNDER FOR FULL CONTACT BEARING. S. FOUNDATION WAS REQUIRE THE FOUING RIGIDDATION TO RAME AND ICH WITH PINNED BASES. UILDINANY DEVIATION OFTHS RESUMPTION MAY REQUIRE THE FOUNDATION TO BE REVISED WHICH SHALL BE THE BUILDING MANUFACTURER'S RESPONSIBILITY. IBC CHAPTER 17 SPECIAL INSPECTION REQUIREMENTS 1. THE OWNER OR THE OWNERS REPRESENTATIVE IS REQUIRED TO PERFORM SPECIAL INSPECTIONS IN ACCORDANCE WITH 2015 IRS 2. THE CONTRACTOR IS REQUIRED TO ENABLE THEABOVE INSPECTIONSTOOCCUR BY PROVIDING ACCESS TO THE ELEMENTS REQUIRING INSPECTION. IN ADDITION, THE CONTRACTOR SHALL PROVIDE 4B HOURS ADVANCED NOTICE TO THE OWNER OR THE OWNER'S REPRESENTATIVE REGARDING ALLCONSTRUCTION ACTIVITIES RELATED TO ANDIOR AFFECTING THE REQUIRED SPECIAL INSPECTIONS. 06/13/2018 Win 11. WE <o �� RnNhB 11M v~mnn �3v1� 'o `o . a4a�4 LID lM CD W Q 00 Z 00 Q0 CyU W W 0 Ir a o m g 3 N N J � I 0 T \ v1 07 N p \ b O S. � m ( m O u m v o p s SHEET S2 GRAPHIC SCALE m o m m m ^o IN FEET ) 1 inch = 20 It 3D Fr. LEGEND BOUNDARY ADJOINER EASEMENT 100—YEAR FLOODPLAIN BOUNDARY p—�p--pp�—q STRUCTURE EXISTING ASPHALT PROPOSED 4' ASPHALT .. •: �.: '�-. PROPOSED 4.5' ASPHALT EXISTING CONCRETE PROPOSED CONCRETE RETAINING WALL ADS N-12 STORM PIPE PROPOSED SNOW STORAGE PROPOSED ASPHALT PATCH PROPOSED TRASH/DUMPSTER T PATCH ERLAY a PROPOSED INLET O c CGLORA➢0811 CALL BEFORE ou DG uua U D .+. ncmero Q a m _' Z Q U 7 U-10dd 7 -J v) OUW0rsa La Lj 0=5 0 U J OQ Q O Q PROJECT NO. 2171054.00 CIA 0