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HomeMy WebLinkAboutFAMILY DOLLAR PLANSABBREVIATIONS ABV ABOVE AFF ABOVE FINISHED FLOOR A/C AIR CONDITIONING ARCH ARCHITECT(URAL) @ AT BILK BLOCKING) BOT BOTTOM BLDG BUILDING CLG CEILING CIRC CENTER LINE CIRCUIT CLR CLEAR COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CONT CONTINUOUS CTR COUNTER DTL DETAIL DIA DIAMETER DIM DIMENSION ON DOWN DWG DRAWING EA EACH ELEV ELEVATION EQ EQUAL EQPT EQUIPMENT EXIST EXISTING EXP EXPOSED EXT EXTERIOR EIFS EXTERIOR INUL. FINISH SYSTEM FT(') FEET, FOOT FIN FINISH(ED) FL FLOOR(ING) FD FLOOR DRAIN FLUR FLUORESCENT F.R. FIRE RATED F.E. FIRE EXTINGUISHER GWB GYPSUM WALL BOARD HOW HARDWARE HDWD HARDWOOD HVAC VENTILATION HEATING/ AIR / CONDITIONING HM HOLLOW METAL IN(") INCH ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR LL LANDLORD MANUF MANUFACTURE(R) MFG MANUFACTURE(R) MECH MECHANICAL MISC MISCELLANEOUS M.R. MOISTURE RESISTANT MULL MULLION NIC NOT IN CONTRACT NTS NOT TO SCALE NUM NUMBER OFF OFFICE OC ON CENTER(S) OPN'G OPENING OPH OPPOSITE HAND OD OUTSIDE DIAMETER PNT PAINT(ED) P-LAM PLASTIC LAMINATE PLWD PLYWOOD POL POLISHED PROJ PROJECT P PLATE RE REFERENCE REF REFRIGERATOR REM REMOVE(D)(ABLE) REQ'D REQUIRED REV REVISION(S) REVISED RM ROOM RO ROUGH OPENING RD ROUND SCH SCHEDULE SEC SECTION SHT SHEET SIM SIMILAR SC SOLID CORE SPEC SPECIFICATION(S) SS STAINLESS STEEL STO STORAGE STRUCT STRUCTURAL SUSP SUSPENDED TEL TELEPHONE TYP TYPICAL THRU THROUGH VCT VINYL COMPOSITION TILE VEST VESTIBULE 1 W/ WITH W/o WITHOUT WD WOOD WDB WOOD BASE HEALTH DEPARTMENT NOTE SUBMITTALS FOR HEALTH DEPARTMENT PERMITS MUST BE DONE THROUGH THE FAMILY DOLLAR COMPLIANCE DEPARTMENT. WARRANTY REQUIREMENTS VERIFY ALL BUILDING WARRANTY REQUIREMENTS ON A PROJECT SPECIFIC BASIS WITH FAMILY DOLLAR PRIOR TO SUBMITTING BID/PRICING. TIE FOLLOWS MATMALS ARE PROYIDQy BY 71E W"T AND MAUID BY 71E OO*RAL CORIRACTOR OROMM AND DELIVERY OF MA7ERMLS TML BE WOROMAM 1HE 7 MAMR OONSWUCNON PROJECT MAMAODL POLLSIED CRETE iTAORHO MBL BE PROYDID BY 111E nNAMT NI1M SCHEOULNO COOIIONAl® IMTH 71E TD MS OOMSTINXI 11 PROATCT MANAGER TENANT SUPPLIED MATERIALS: PHONE NUMBER/EMAIL: MATERIALS WILL BE SUPPLIED BY PAM&DOLLAR FLOOR PRODUCT FIXTURES:, LOZIER BY.FOS I FLOOR PRODUCT FIXTURES: LOZIER BY FDS . CHECK OUT FIXTURE LYONS BY FDS CHECK OUT FIXTURE LYONS BY FDS POWER DROPS: (PROVIDED BY FDS CONCRETE POLISHED FLOORS: RETROPLATE 770-862-6238 MICHAEL CLARKE EMAIL:mclarke@cprconcrete.com PERFECT POLISH - 865-494-7257 EXT 298 BRAD DELANO EMAIL:brad.delano@perfectpollshonline.com TITUS RESTORATION SERVICES INC 678-494-6893 EXT 224 MELINDA EVANS EMAIL:melinda@titusrestoration.com I - QUESTMARK FLORRING._ 724 413 2152 _BRIAN M CERILLI EMAIL brian ceriili@centimark.com WALK OFF CARPET INTERFACE SERVICES (SEE FIN SCH) 770 975 4836 PENNY SPENCER EMAIL:penny.spencer@interfwe.com PAGING SYSTEM BAILIWICK 1800-935-8840 AMYSAMPSON EMAIL,FMDNSO@bailiwick.com CLOSED SPEC PROVIDERS: PHONE NUMBER/EMAIL: HVAC UNITS: CARRIER 315A32 7942 DEBBIE JOBIN EMAIL: DEBBIE JOBIN@CARRIER UTC.COM CORK 800 481 9738 YORK NATIONAL ACCOUNTS EMAIL. BE-YorIINAQuotes@JCI COM , SALES FLOOR DOOR: ELIASON DOORS : 800-828-3655 DOORS F11 RAMES CASED OPNGS. & HRDWR.: COOK & BOARDMAN 757�873-3979 JILL BANDMANN EMAIL: JAANDMANN@COOKAND BOARDMAN.COM '. INTERIOR LIGHTS, EXIT SIGNS & EM LIGHTS, NATIONAL ENERGY & LIGHT INC 603-718-1639 BRIDGETTE FOURNIER EMAIL: BFOURNIER@NELCOMPANY.COM EXTERIOR LIGHTS, EM LIGHTS & SITE LIGHTING: LITHONIA, THRU SL BAGBY ., 704-401-0172 JONATHAN TODD (FOR QUOTES - FAMILYDOLLIIR@SLBAGBY COM) PLUMBING FIXTURES: HAINES, JONES & CADBURY 800-459-7099 BARRY BRYANT EMAIL:BARRY.BRYANT@HJCIN COM (TOILETS,LAVATORIES, MOP SINK WATER FOUNTAIN WATER HEATER STOPS DRAINS ETC,) BATHRZOM ACCESSORIES HAINES, JONES & CADBURY 800 4597099 BARRY BRYANT EMAIL BARRY BRYANT@HJCIN COM , AUTOMATIC SLIDING ENTRY DOOR TORMAX TECHNOLOGIES INC ;2104471148 EMAIL FAMILYDOLLAR@TORMAXUSA.COM ' 818-corn12-9812 VENSTAR TECHNICAL SUPPORT EMAIL:orders@venstar co ENERGY MANAGEMENT SYSTEM: VENSTAR INSTALLERS: STOVER ELECTRIC INC. I805-581-0740 JAMESSTOVER EMAIL: james@stoverelectricinc.com SYLVANIA LIGHTING SERVICES 630-346-5268 CHRIS KIETA EMAIL: christopher.kleta@sylvaniacom STONE RIVER ELECTRIC . 256 426 7326 JASON HUGHES EMAIL. jhughes@stoneriverelectrlc com SHEET VINYL ARMSTRONG (SEE FINISH SCHEDULE) 770-316-1705 ANTHONY R. LAWSON INTERIOR AND EXTERIOR PAINT BENJAMIN MOORE: 201-783-7658 MICHAEL ECKE EMAIL:michael.ecke@benjaminmoore.com HOW TO ORDER YOUR PAINT: GENERAL CONTRACTORS PLACE ORDERS THROUGH THE BENJAMIN j MOORS NATIONAL ACCOUNTS ORDER DEPARTMENT', TEL-877-623-8484, FAX-862-432-4362, EMAIL CCP@Benjaminmoore.com PLEASE PROVIDE THE FOLLOWING INFORMATION WHEN ORDERING -FAMILY DOLLAR STORE LOCATION, PAINT SELECTION, PREFERRED B.M. STORE (IF CONTRACTOR HAS j ONE), INDICATE STORE DELIVERY OR PICK-UP BY CONTRACTOR FROM B.M. STORE (DELIVERY FREE WITH, 1 4 GAL. MIN,) i I FIRE MONITORING COMMERCIAL FIRE, INC. _ 800-241-1277 EXT 282 TOM VANDERVENTER EMAIL, tom.vanderventer@cdtnmercialfre.com FIRE EXTINGUISHERS. COMMERCIAL FIRE (PURCHASE 11-800-241-1277 EXT 185 MOSES MANGRO EMAIL: moses.mangro@commericalfre.com INSTALLATION &INSPECTION) 800-882-6773 EXT 590 DAN BRODA EMAIL: dbroda@cornellstorefr611ts.com AWNING FABRIC- PRODUCT -NITE LITE by TRIVANTAGE 877 540 6803 VIIST trivantage com jMETAL BUILDING' N.C.I. BUILDING SYSTEMS 4 443-309AC68 MIKE BETZ EMAIL: MIKEBETZ@NCIGROUP.COM V.P. BUILDINGS 901-568-4537 DAVID ENGLISH EMAIL: DENGLISH@VP.COM NUCOR BUILDING SYSTEMS 864-414-7909 DAVID BOYD EMAIL: DAVID S.BOYD@NUCOR.COM i INSULATION SYSTEM: FAMILY DOLLAR SELECT BY THERMAL DES 'N INC. 800-255-0776 MIKE MCCARTHY EMAIL: MIKEM@THERMALDESIGN.COM CONSTRUCTION CAMERAS OXBLUE CORPORATION 404 554 1461 JP SCHAAF INSTAKEY SECURITY SOURCE 978-983-8142 DANIELLE COOPER EMAIL:D000PER@SECURITYSOURCE.COM PREFERRED PROVIDERS: PHONE NUMBER/EMAIL: STOREFRONT WALL SYSTEM: KAWNEER OR VISTAWALL (OL- CASTLE) 877 767 9107 OR 800 869 4567 ' SITE LIGHTING CALCULATIONS: SL BAGBY ' 704-401-0172 JONATHAN TODD EMAIL: design@slbagby.com & copy. jonathan@stbagby.com PROJECT INFORMATION: (BASED ON 2014 FBC BLDG CODES AND AS INDICATED BELOW) BUILDING AREA (SQ. FT-) : 8247 SF BUILDING HEIGHT: 1 STORY EAVE HT @ 25.2" A.F.F. PARAPET HEIGHT A.F.F. +/- 20'-7" OCCUPANCY TYPE : GROUP M - MERCANTILE 1 OCCUPANT LOAD: 1 PERSON PER 30 GROSS SQ. FT. FOR SALES AREA, TYPE OF CONSTRUCTION: 1 I - B ALLOWABLE AREA (SQ.FT.) : 8,500 GROSS 2014 FBC TABLE 503, REFERENCE SECTION 506 FOR ALLOWABLE AREA MODIFICATIONS ALLOWABLE HEIGHT: 2 STORIES AND 55 FEET PER 2014 FBC TABLE 503 FIRE REQUIREMENTS: NONE REQUIRED PER 2014 FBC TABLE 601, NOTE: VERIFY FIRE SEPARATION DISTANCES PER 2014 FBC TABLE 602. NOTE: SALE SUPPORT AREA SEPARATION NOTE: THE BASIS OF THE PROTOTYPE DESIGN IS A NON -SEPARATED MIXED -USE OCCUPANCY. NOTE: THERE SHALL BE NO HIGH -PILED STORAGE AS DEFINED BY THE Ill SECTION 413.1 NOTE: VERIFY ALL FIRE SPRINKLER REQUIREMENT FOR THE SITE SPECIFIC PROJECT. EXITING: NUMBER OF EXITS PROVIDED: 3 (1 FROM SALES SUPPORT, 2 FROM OTHER AREAS) PER A.D.A REQUIREMENTS - EACH EXIT SHALL PROVIDE A 32" OR GREATER CLEAR OPENING. MAXIMUM TRAVEL DISTANCE ALLOWED = 200 FT MAXIMUM COMMON PATH OF TRAVEL = 75 FEET MINIMUM EGRESS WIDTH PER 2014 FBC SECTION 1005.3 = 0.2 INCHES PER OCCUPANT EXIT SIGNAGE TO COMPLY WITH 2O14 FBC SECTION 1011 INTERIOR FINISHES: EXITWAYS TO HAVE A CLASS "A" FLAME SPREAD CLASSIFICATION (MIN) EXIT CORRIDORS TO HAVE A CLASS "B" FLAME SPREAD CLASSIFICATION (MIN) OTHER ROOMS TO HAVE A CLASS "C" FLAME SPREAD CLASSIFICATION (MIN) CLASS A = 0-25 FLAME SPREAD INDEX; 0-450 SMOKE DEVELOPED INDEX CLASS B = 26-75 FLAME SPREAD INDEX; 0-450 SMOKE DEVELOPED INDEX CLASS C = 76-200 FLAME SPREAD INDEX; 0-450 SMOKE DEVELOPED INDEX i TENANT: FAMILY DOLLAR STORES, INC. 10301 MONROE ROAD, MATTHEWS, NC 28105 P.O. BOX 1011, CHARLOTTE, NC 28201-1017 PHONE: 704-847-6961 FAX: 704-841.9619 EMAIL: CDPT@familydollar.com SIGNAGE SUPPLIERS: ALLEN INDUSTRIES, INC. 6434 BURNT POPLAR ROAD GREENSBORO, INC 27409 ATTN: BRYAN DANIEL PHONE: 888-294-2007 ext 3117 EMAIL: fdsigns@allenindusties.com EVERBRITE, LLC 4949 S. 110TH STREET P.O. BOX 20020 GREENFIELD, WI 53220 ATT: BETTY VANPELT PHONE: 414-529-7128 EMAIL: bvanpelt@everbrite.com SYMBOL LEGEND ( A } - GRID DESIGNATION �J A301-2 A301-2 101 ROOM NUMBER L SECTION NUMBER SHEET NUMBER ODOOR NUMBER BUILDING SECTION OWINDOW TYFE A3— OZ 3 104 STOREFRONT TYPE SECTION NUMBER SHEET NUMBER �— WALL TYPE WALL SECTION © KEY NOTE A501-6 REVISION NUMBER SECTION NUMBER SHEET NUMBER AFF SECTION DETAIL ,dk108'-0" T.O. BEARING ELEVATION TAGS 888-88 SPOT ELEVATION TAG DETAIL NUMBER SHEETNUMBER REFERENCE NORTH ARROW ^^DETAIL ! � "' A201-2 0 Nofth 1 ` SECTION NUMBER SHEET NUMBER ELEVATION MARKERS (EXTERIOR) FAMILY DOLLAR STORE 2016=01 REV -CORNER PROTOTYPE -7- BRICK MASONRY a'I CONCRETE COMPACTED EARTH PLYWOOD �E �\ STEEL GYPSUM BOARD T-17L} RIGID INSULATION DRAINAGE FILL r� ' MR BOARD 1 4 A401 2 4SHEETNUMBER = ELEVATION NUMBER ELEVATION MARKERS (INTERIOR) SUBMISSION DATE SHEET INDEX: 2N_ SHEET# I TITLE a�U.6 GENERAL T-1 COVER SHEET X X ARCHITECTURAL A-1 FLOOR PLAN, DOOR SCHEDULE AND DETAILS X X A-1.1 LIFE SAFETY, FIXTURE & FLOOR PLANS X X A-2 ELEVATIONS & SCHEDULES X A-3 BUILDING SECTIONS AND FINISH SCHEDULE X X A-3.1 WALL TYPES AND SECTIONS X A-4 INTERIOR ELEVATIONS AND DETAILS X X A-5 ADA DETAILS AND GENERAL INFORMATION X A-6 POLISHED CONCRETE FLOOR SPECIFICATIONS X X A-7 METAL BUILDING TRIM DETAILS X STRUCTURAL S101 FOUNDATION PLAN X S102 STRUCTURAL NOTES X X S103 STRUCTURAL DETAILS X S104 STRUCTURAL DETAILS X MECHANICAL / PLUMBING M-1.0 MECHANICAL PLAN, SCHEDULES & NOTES X X M-2.0 MECHANICAL DETAILS X X P-1.0 PLUMBING NOTES, SCHEDULE AND DETAILS X P-2.0 PLUMBING PLAN AND RISER DIAGRAMS X ELECTRICAL E-0.0 ELECTRICAL COVER SHEET X E-1.0 ELECTRICAL LIGHTING AND POWER PLAN X E-2.0 NOT USED E-3.0 ELECTRICAL PANEL SCHEDULES X E-4.0 ELECTRICAL DETAILS X E-5.0 ELECTRICAL SITE POWER PLAN X E-5.1 ELECTRICAL SITE PHOTOMETRIC PLAN X �-1.0 ELECTRICAL EMS DETAILS X LV-1.0 LOW VOLTAGE PLAN (RISK CLASS 1) X LV-2.0 I PAGING SYSTEM TYPICAL PLANS THESE PLAINS AND ALL PROPOSED WORK r+ONOIAIID NA TINIA9 OM Ar"AbN 198 ARE SUBJECT TO ANYCOP,RECTIONS ANINRwIqurfoFTHE `REGUIRI±D BY FIELD INSPECTORS THAT •. IIJAY BE NECESSAEIY IN 0lRDLR TO COMPLY WITH ALL APPUCABLE CODES, 3YI/a,f'O/1 / f4OF CE111EV ELEC: DATE PLUMB DATE i MECH: DATE -f I X I I I I I I I I I I I �..�.. O V hU )JURISDICTION AUTHORITY � 1 3 REMi. ST LUCIE COUNTY, FL. STI LV4 COIJ)\r E DISTRICT REV1!W I! Volt 0I1t1 CE SIIIIJECTTOPX I. , ADOPTED CODES $91 A`TTACIIED 1tEVISI gHEET BUILDING CODE: 2014 FLORIDA BUILDING! FLORIDA FIRE PREVENTION ELECTRICAL: NFPA 70, NATIONAL ELECTRICAL CODE, 2014 EDITION PLUMBING: 2014 FLORIDA BUILDING CODE, PLUMBING - 5TH EDITION MECHANICAL: 2014 FLORIDA BUILDING CODE, MECHANICAL - 5TH EDITION GAS: 2014 FLORIDA BUILDING CODE - FUEL GAS CODE 5TH EDITION ENERGY: 2014 FLORIDA BUILDING CODE - ENERGY E-R- - 5TH EDITION ACCESSIBILITY: 2014 FLORIDA BUILDING CODE ACCESSI�TIf� (USA DOJ 2010 ADA SAD) Isaulp NOISIA ki J21IA NOI,LORdSMI NEW BUILDING AND CONSTRUCTION DATA LJ �l3wrldim) 0L La�gIIS� OCCUPANCY CLASSIFICATION: GROUP M - 40AMIdAl'ro D Xh CONSTRUCTION TYPE: TYPE IIB, UNPROTECTED JS (IBC TABLE 602) MAX HEIGHT AND AREA ALLOWABLE: HEIGHT = 55'-0" TOTAL AREA = 12,500 SQ FT (IBC TABLE 503) ACTUAL HEIGHT AND AREA: HEIGHT = 25'-2" TOTAL AREA = 8,247 SO FT PME ENGINEER: - LIS 2572 WEST STATE ROAD #426 SUITE 2064 OVIEDO, FL 32765 ATTN: CLARKSTILLWELL PHONE: 321-244-0402 ARCHITECT: LIS 2572 WEST STATE ROAD #426 SUITE 2064 OVIEDO, FL 32765 ATTN: H. DANIEL HUTTER RA PHONE:, 321-244-0402 FAMILY DOLLAR REVIEW STAMP [] "REVIEWED" ❑ "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) � N V I_ V h t LJ_I �J L_ N m /�/ Of � 11 � 6 GO G W rnrn E -a • t z Uj° 8 d 0 c) 2 �'I I LL Wz Y' U Q z Q LLJ J m J M N w T w = Z M N 4 W U 6 d d, n F m> N C2 o W U ^ m W O N 0 U o ¢ _ L N (7 LL LL 0 w U 0 O of 0- W W w m O H H O Z w of a } w 2 LF U Z w 2 r C7 } a O O t= U w W w CO w J cn Ln w fl' a Lu w In J L i J I `J VJ 0 QM s W i O) C: U) N > LE ¢ p Z W Z w < Iz z g ^ U C ) CV 00 O 3 R O) O W Cn 02 { O J X J O 000 0 CD : w >- O 1 L6 LL Z J o o LLi r! J U W w o Q C (0 Q a SEAL OF.FCO �Q4O T T��•9 I• c 6• 13% AR98913 t'AIG- 2 2 Zalx' H ARKAG6UjJ4ff TER III FL. REG. AR98913 RELEASE — DATE —XCO. COMMENTS 108-22-17 T-1 ABBREVIATIONS ABV ABOVE AFF ABOVE FINISHED FLOOR A/C AIR CONDITIONING ARCH ARCHITECT(URAL) @ AT BLK BLOCK(ING) BOT BOTTOM BLDG BUILDING CLG CEILING CIRC CENTER LINE CIRCUIT CLR CLEAR COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CONT CONTINUOUS CTR COUNTER DTL DETAIL DIA DIAMETER DIM DIMENSION ON DOWN DWG DRAWING EA EACH ELEV ELEVATION EQ EQUAL EQPT EQUIPMENT EXIST EXISTING EXP EXPOSED EXT EXTERIOR EIFS EXTERIOR INUL. FINISH SYSTEM FT(') FEET, FOOT FIN FINISHED) FL FLOOR(ING) FD FLOOR DRAIN FLUR FLUORESCENT F.R. FIRE RATED F.E. FIRE EXTINGUISHER GWB GYPSUM WALL BOARD HOW HARDWARE HDWD HARDWOOD HVAC HEATING/VENTILATION/AIR CONDITIONING HM HOLLOW METAL IN(") INCH ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR LL LANDLORD MANUF MANUFACTURE(R) MFG MANUFACTURE(R) MECH MECHANICAL MISC MISCELLANEOUS M.R. MOISTURE RESISTANT MULL MULLION NiC NOT IN CONTRACT NTS NOT TO SCALE NUM NUMBER OFF OFFICE OC ON CENTER(S) OPN'G OPENING OPH OPPOSITE HAND OD OUTSIDE DIAMETER PNT PAINT(ED) P-LAM PLASTIC LAMINATE PLWD PLYWOOD POL POLISHED PROJ PROJECT P PLATE RE REFERENCE REF REFRIGERATOR REM REMOVE(D)(ABLE) REQ'D REQUIRED REV REVISION(S) REVISED RM ROOM RO ROUGH OPENING RD ROUND SCH SCHEDULE SEC SECTION SHT SHEET SIM SIMILAR SC SOLID CORE SPEC SPECIFICATION(S) SS STAINLESS STEEL STO STORAGE STRUCT STRUCTURAL SUSP SUSPENDED TEL TELEPHONE TYP TYPICAL THRU THROUGH VCT VINYL COMPOSITION TILE VEST VESTIBULE W/ WITH W/o WITHOUT WD WOOD WDB WOOD BASE HEALTH DEPARTMENT NOTE I SUBMITTALS FOR HEALTH DEPARTMENT PERMITS MUST BE DONE THROUGH THE FAMILY DOLLAR COMPLIANCE 1 DEPARTMENT. WARRANTY REQUIREMENTS VERIFY ALL BUILDING WARRANTY REQUIREMENTS ON A PROJECT SPECIFIC BASIS WITH FAMILY DOLLAR PRIOR TO SUBMITTING BID/PRICING. ARE PROYOED BY TIE TMMT AND NSTAUED BY TIE GF7M& CONTRACTOR/OEYELOPER. OROFAIHO AND OELYERY Tye[ ORBMAIFD BIB/ TIE TENANTS " PROJECT WWASFIt. Pg19ED C�ANNgE1IEE RAOMNG NEL BE PROVIDED BY TIE TENANT YAM 9C7RDUUNO COORDKATEO UM THE TENANTS CONSTRUCTION PROJECT MANAGER. TENANT SUPPLIED MATERIALS: PHONE NUMBER/EMAIL: MATERIALS WILL BE BUPPLIED BY FAMILY DOLLAR ... FLOOR PRODUCT FIXTURES: LOZIER BY FOS FLOOR PRODUCT FIXTURES: LOZIER BY FDS .I CHECK OUT FIXTURE LYONS BY FDS CHECK OUT FIXTURE LYONS BY FDS {, POWER DROPS: .._, ..._ _.. .._ .... PROVIDED BY FDS CONCRETE POLISHED FLOORS: RETROPLATE 770-862-6238 MICHAEL CLARKE EMAIL mclarke@cprconcrete.com PERFECT POLISH 865-494-7257 EXT 298 BRAD DELANO EMAIL brad delano@perfectpolishonhne com TITUS RESTORATION SERVICES INC `. 678-494-6893 EXT 224 MELINDA EVANS EMAIL:melindaotitusrestoratlon.com QUESTMARK FLORRING _ ,.,.,.,-. 724 413-2152 BRIAN M. CERILLI EMAIL:brian.carilll@centimark.com WALK -OFF CARPET INTERFACE SERVICES (SEE FIN SCH) 770-975-4836 PENNY SPENCER EMAIL penny spencer@mterface.com j PAGING SYSTEM BAILIWICK 800-935-8840 AMY SAMPSON EMAILFMDN90@balllwickcom 1 CLOSED SPEC PROVIDERS: PHONE NUMBER/EMAIL: i HVAC UNITS: CARRIER 315432-7942 DEBBIE JOBIN EMAIL DEBBIE.JOBIN@CARRIER.UT000M ' ;. YORK 800481-9738 YORK NATIONAL ACCOUNTS EMAIL BE YorkNAQuotes@JCLCOM jSALES FLOOR DOOR; ELIASON DOORS 800-828-3655 DOORS FRAMES CASED OPNGS.&HRDWR.: COOK&BOARDMAN 757-873-3979 JILL BANDMANN EMAIL JBANDMANN@COOKAND BOARDMAN.COM j INTERIOR LIGHTS EXIT SIGNS & EM LIGHTS'. NATIONAL ENERGY & LIGHT, INC. 603-718-1639 BRIDGETTE FOURNIER EMAIL BFOURNIER@NELCOMPANY.COM EXTERIOR LIGHTS EM LIGHTS & SITE LIGHTING: LITHONIA, THRU SL BAGBY 704-401-0172 JONATHAN TODD (FOR QUOTES FAMILYDOLLAR@SLBAGBY COM) PLUMBING FIXTURES: HAINES, JONES & CADBURY 800-459-7099 BARRY BRYANT EMAIL BARRY.BRYANT@HJCIN.COM (TOILETS,LAVATORIES, MOP SINK, WATER FOUNTAIN, WATER HEATER, STOPS, DRAINS, ETC.) BATHR&M ACCESSORIES: HAINES, JONES & CADBURY 800-459-7099 BARRY BRYANT EMAILBARRY BRYANT@HJCIN.COM AUTOMATIC SLIDING ENTRY DOOR TORMAX TECHNOLOGIES INC. 210-447-1148 EMAIL FAMILYOOLLAR@TORMAXUSA COM _ _ i818-81&9812VENSTARTECHNICAL SUPPORT EMAIL orders@v9nstaccom ENERGY MANAGEMENT SYSTEM: VENSTAR i ! 805-581-0740 JAMES STOVER EMAIL: jwes@stoverelectricinc.com 1 INSTALLERS: STOVER ELECTRIC INC. SYLVANIA LIGHTING SERVICES 630.346-5268 CHRIS KIETA EMAIL: christopher.kiela@sylvania.com STONE RIVER ELECTRIC - 256-426-7326 JASON HUGHES EMAIL: jhughes@stonerivereleetric.com 1 SHEET VINYL ARMSTRONG (SEE FINISH SCHEDULE) 770 316-1705 ANTHONY R. LAWSON INTERIOR AND EXTERIOR PAINT BENJAMIN MOORS ,. 201.783-7658 MICHAEL ECKE EMAIL mlchael ecke@benlamismoore.com HOW TO ORDER YOUR PAINT: GENERAL CONTRACTORS PLACE ORDERS THROUGH THE BENJAMIN MOORE NATIONAL ACCOUNTS ORDER DEPARTMENT: :. TEL-877-623-8484, FAX-862-432-4362, EMAIL CCP@Benjaminmoor8:com I PLEASE PROVIDE THE FOLLOWING INFORMATION WHEN ORDERING I -FAMILY DOLLAR STORE LOCATION, PAINT SELECTION, PREFERRED B.M. STORE (IF CONTRACTOR HAS ONE), INDICATE STORE DELIVERY OR PICK-UP BY CONTRACTOR FROM 8.M. STORE (DELIVERY FREE WITH':. 14 GAL. MIN.) FIRE MONITORING: COMMERCIAL FIRE, INC. 800-241.1277 EXT 282 TOM VANDERVENTER EMAIL: tom.vanderventer@commercialfire.com I FIRE EXTINGUISHERS: COMMERCIAL FIRE (PURCHASE, 1-800-241-1277 EXT 185 MOSES MANGRO EMAIL moses.nlangro@commericalfire.com INSTALLATION & INSPECTION) ROLL DOWN GATES (IF REQUIRED BY FDSI. CORNELL 800 882-6773 EXT 590 DAN BRODA EMAIL dbroda@cornellstorefronts.com 1 ..-... j AWNING FABRIC-PRODUCT-NITE LITE by TRIVANTAGE `877-540-6803 VIIST trivantage.com 7 METAL BUILDING: N.C.I. BUILDING SYSTEMS 443-309-4068 MIKE BETZ EMAIL: MIKEBETZ@NCIGROI.IP.COM ! V.P. BUILDINGS 901-568-4537 DAVID ENGLISH EMAIL: DENGLISH@VP.COM NUCOR BUILDING SYSTEMS 864 414.7909 DAVID BOYD EMAIL DAVID.S.BOYD@NUCOR.COM INSULATION SYSTEM: FAMILY DOLLAR SELECT BY THERMAL DESIGN INC 800 255-0776 MIKE MCCARTHY EMAIL MIKEM@THERMALDESIGN COM j CONSTRUCTION CAMERAS OXBLUE CORPORATION 404 554-1461 JP SCHAAF INSTAKEY SECURITY SOURCE ! 978-983-8142 DANIELLE COOPER EMAIL:D000PER@SECURITYSOURCE.COM PREFERRED PROVIDERS: PHONE NUMBER/EMAIL: STOREFRONT WALL SYSTEM KAWNEER OR VISTAWALL (OLD CASTLE) SITE LIGHTING CALCULATIONS: SL BAGBY 877 767-9107 OR 800 869 4567 1704-401-0172 JONATHAN TODD EMAIL: design@slbagby.com & copy: Jonathan@slbagby.com ......._ _..... ........ ,.. PROJECT INFORMATION: (BASED ON 2014 FBC BLDG CODES AND AS INDICATED BELOW) BUILDING AREA (SQ. FT.) : 8247 SF BUILDING HEIGHT: 1 STORY EAVE HT @ 25-2" A.F.F. PARAPET HEIGHT A.F.F. +/- 20'-7" LIN OCCUPANCY TYPE : GROUP M - MERCANTILE OCCUPANT LOAD: 1 PERSON PER 30 GROSS SQ. FT. FOR SALES AREA, TYPE OF CONSTRUCTION: 1 1- B ALLOWABLE AREA (SQ.FT.) : 8,500 GROSS 2014 FBC TABLE 503, REFERENCE SECTION 506 FOR ALLOWABLE AREA MODIFICATIONS ALLOWABLE HEIGHT: 2 STORIES AND 55 FEET PER 2014 FBC TABLE 503 FIRE REQUIREMENTS: NONE REQUIRED PER 2014 FBC TABLE 601, NOTE: VERIFY FIRE SEPARATION DISTANCES PER 2014 FBC TABLE 602. NOTE: SALE SUPPORT AREA SEPARATION NOTE: THE BASIS OF THE PROTOTYPE DESIGN IS A NON -SEPARATED MIXED -USE OCCUPANCY. NOTE: THERE SHALL BE NO HIGH -PILED STORAGE AS DEFINED BY THE IFC SECTION 413.1 NOTE: VERIFY ALL FIRE SPRINKLER REQUIREMENT FOR THE SITE SPECIFIC PROJECT. EXITING: NUMBER OF EXITS PROVIDED: 3 (1 FROM SALES SUPPORT, 2 FROM OTHER AREAS) PER A.D.A REQUIREMENTS - EACH EXIT SHALL PROVIDE A 32" OR GREATER CLEAR OPENING. MAXIMUM TRAVEL DISTANCE ALLOWED = 200 FT MAXIMUM COMMON PATH OF TRAVEL = 75 FEET MINIMUM EGRESS WIDTH PER 2014 FBC SECTION 1005.3 = 0.2 INCHES PER OCCUPANT EXIT SIGNAGE TO COMPLY WITH 2O14 FBC SECTION 1011 INTERIOR FINISHES: EXITWAYS TO HAVE A CLASS "A" FLAME SPREAD CLASSIFICATION (MIN) EXIT CORRIDORS TO HAVE A CLASS "B" FLAME SPREAD CLASSIFICATION (MIN) OTHER ROOMS TO HAVE A CLASS "C" FLAME SPREAD CLASSIFICATION (MIN) CLASS A = 0-25 FLAME SPREAD INDEX; 0-450 SMOKE DEVELOPED INDEX CLASS B = 26-75 FLAME SPREAD INDEX; 0-450 SMOKE DEVELOPED INDEX CLASS C = 76.200 FLAME SPREAD INDEX; 0-450 SMOKE DEVELOPED INDEX TENANT: FAMILY DOLLAR STORES, INC. 10301 MONROE ROAD, MATTHEWS, NC 28105 P.O. BOX 1017, CHARLOTTE, NC 28201-1017 ' PHONE: 704-847-6961 FAX: 704-841-9619 EMAIL: CDPT@familydollar.com SIGNAGE SUPPLIERS: ALLEN INDUSTRIES, INC. 6434 BURNT POPLAR ROAD GREENSBORO, NC 27409 ATTN: BRYAN DANIEL PHONE: 888-294-2007 ext 3117 EMAIL: fdsigns@allenindusties.com EVERBRITE, LLC 4949 S. 11OTH STREET P.O. BOX 20020 GREENFIELD, WI 53220 ATT: BETTY VANPELT PHONE: 414-529-7128 1 EMAIL: bvanpelt@everbrite.com SYMBOL LEGEND FAMILY DOLLAR STORE 2016=01 REV -CORNER PROTOTYPE . MI ;kA1 ELEC:/A DATE: I PLUMB:, DATE292 MECH: _ DATE BRICK GRID DESIGNATION A301-2 A301-2_ �J MASONRY 101 ROOM NUMBER SECTION NUMBER CONCRETE SHEET NUMBER IZ� COMPACTED EARTH O DOOR NUMBER/ll BUILDING SECTION PLYWOOD n\� Q STEEL OWINDOW TYPE A302-3 GYPSUM BOARD 104 STOREFRONTTYPE LSECTIONNUMBER T—F-T RIGID INSULATION SHEET NUMBER -t>'" WALL TYPE WALL SECTION DRAINAGE FILL MR BOARD © KEY NOTE A501-6 REVISION NUMBER SECTION NUMBER SHEET NUMBER 1 AFF SECTION DETAIL OIL108,—o" T.O. BEARING ELEVATION TAGS 888-88 a A401 z 0 SPOT ELEVATION TAG DETAIL NUMBER SHEET NUMBER SHEET NUMBER DETAIL REFERENCE 3— ELEVATION NUMBER 1 NORTH ARROW o ELEVATION MARKERS (INTERIOR) A2� North I I`_ a SECTION NUMBER LSHEET NUMBER ELEVATION MARKERS (EXTERIOR) THESE PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT -. MAY BE NECESSARY IN OAD2R TO COMPLY WITH ALL A,'PL}CAIBILE COVES. C C0V/E SEP 2 6 RECD SHEETINDEX: SUBMISSION DATE SHEET # TITLE a m LUL KN WN WivTT GENERAL T-1 COVER SHEET X X X ARCHITECTURAL FLOOR PLAN, DOOR SCHEDULE AND DETAILS X X X LIFE SAFETY, FIXTURE & FLOOR PLANS X X F ELEVATIONS & SCHEDULES XXBUILDING SECTIONS AND FINISH SCHEDULE X X X WALL TYPES AND SECTIONS X X A-4 INTERIOR ELEVATIONS AND DETAILS X X A-5 ADA DETAILS AND GENERAL INFORMATION X A-6 POLISHED CONCRETE FLOOR SPECIFICATIONS X X A-7 METAL BUILDING TRIM DETAILS X STRUCTURAL S101 FOUNDATION PLAN X S102 STRUCTURALNOTES X X S103 STRUCTURAL DETAILS X S104 STRUCTURAL DETAILS X MECHANICAL / PLUMBING M-1.0 MECHANICAL PLAN, SCHEDULES & NOTES X X M-2.0 MECHANICAL DETAILS X X P-1.0 PLUMBING NOTES, SCHEDULE AND DETAILS X P-2.0 PLUMBING PLAN AND RISER DIAGRAMS X ELECTRICAL E-0.0 ELECTRICAL COVER SHEET X E-1.0 ELECTRICAL LIGHTING AND POWER PLAN X E-2.0 NOT USED E-3.0 ELECTRICAL PANEL SCHEDULES X E-4.0 ELECTRICAL DETAILS X E-5.0 ELECTRICAL SITE POWER PLAN X E-5.1 ELECTRICAL SITE PHOTOMETRIC PLAN X �-1.0 ELECTRICAL EMS DETAILS X LV-1.0 LOW VOLTAGE PLAN (RISK CLASS 1) X LV-2.0 I PAGING SYSTEM TYPICAL PLANS X I JURISDICTION AUTHORITY ST LUCIE COUNTY, FL. - ADOPTED CODES BUILDING CODE: 2014 FLORIDA BUILDING CODE - BUILDING - 5TH EDITION FLORIDA FIRE PREVENTION CODE - 5TH EDITION ELECTRICAL: NFPA 70, NATIONAL ELECTRICAL CODE, 2014 EDITION PLUMBING: 2014 FLORIDA BUILDING CODE, PLUMBING - 5TH EDITION MECHANICAL: 2014 FLORIDA BUILDING CODE, MECHANICAL - 5TH EDITION GAS: 2014 FLORIDA BUILDING CODE - FUEL GAS CODE 5TH EDITION ENERGY: 2014 FLORIDA BUILDING CODE - ENERGY CONSERVATION - 5TH EDITION ACCESSIBILITY: 2014 FLORIDA BUILDING CODE ACCESSIBILITY 5TH EDITION (USA DOJ 2010 ADA SAD) NEW BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION: GROUP M - MERCANTILE CONSTRUCTION TYPE: TYPE 1113, UNPROTECTED (2014 FBC 5th Ed. TABLE 602) MAX HEIGHT AND AREA ALLOWABLE: HEIGHT = 55'-0" TOTAL AREA = 12,500 SQ FT (2014 FBC 5th Ed. TABLE 503) ACTUAL HEIGHT AND AREA: HEIGHT = 25'-2" TOTAL AREA = 8,247 SQ FT PME ENGINEER: LIS _ 2572 WEST STATE ROAD #426 SUITE 2064 OVIEDO, FL 32765 ATTN: CLARK STILLWELL PHONE: 321-244-0402 ARCHITECT: LIS 2572 WEST STATE ROAD #426 SUITE 2064 OVIEDO, FL 32765 ATTN: H. DANIEL NUTTER RA PHONE: 321-244-0402 FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) (D v ro M rn rn L1j Z ry LL O O Iy / I"T Z LLJ o > sE U LL H Lu U Z (D Z N Q i LLJ J 0 m J {1 Jn N W z_ O O N M rn a J N 0 Z Q O LL V rn O O z N O U v U m d E < r O U N f N 2 LL 0 W U 0 a W W' Lu m O H O z w W' Q Lu w 2 H W U z w z U U) Lu 0 Of w 2 0 z 2 F- ~ w M U 0CUO It, Lu Lu Lu LLJ U) O Is O O rn t L H L_ a " J X 0,I JO n r O 00 _' 00 � 1 O w >— LO Ui J 0 LLi a z 0 W U CC CV z G � ¢ w a �IQ comma MCD l~i Ir a} SEAL , O CO C FLO U—)4 tj',/p9 0. Lu _ GO 0 W • '' .. 53 SEVI J cuj t= C �'TF •..... a i H FL X Lu CO -:3 — ... RELEASE uHlc Q1 CO. COMMENTS 08-22-17 ® CO. COMMENTS 09-20-17 i= T-1 0 I n ALL CRAB BAR$ TD FRP TO NUIL OY B. TYOVERP. AT ALL TOILET ROOM WALLS r, 42. CRAB BAR 3r ORAB BAR FLA19N CONTROL SHALL 10/A1e DRYER 24" WN. HOT WATER AND DRAM! PIPES TO BE NSULAIFD 9/A1e AT FOUNTAIN Y DRNWIHO OASIS fO Ap�� TO MEET WALL. 1HE ADA REQUIREMENT FOR PR07RUDING Ni,ECYS-307.AIBY TERMINATE TO 4BAT FML�ROPP INTO SINK DOOR DO END PANEL ' bN5 HZv 4'-e' 8/A1 e 7/A1 a 1TOILET ELEVATIONS A-1 1/4" - 1'-0' DVR BOARD NOTE-1: PROVIDE J"x4'x4' FIRE RETARDANT PLYWOOD WITH A UL CLASSIFICATION STAMP THAT MEETS OR EXCEEDS THE REQUIREMENTS FOR CLASS 1 1 OR CLASS A FLAMESPREAD RATING (2014 FBC 5TH ED. SECT.2303.2) MOUNT BOTTOM 2'-6" A.F.F. WITH EDGE TIGHT AGAINST ADJACENT WALL. SECURE TO - LNG SO-4-HOLDS own 1 BS. - — COMMUNICATION BOARD NOTE 2: PROVIDE SIM. FIRE RETDNT./UL CLASS. PLYWD. BOARD-J"x4'wx8'h MOUNTED 24" A.F.F. SECURE TO FRAMING SO IT HOLDS 225 LBS. AINTED FLOOR STRIPE "DO NOT BLOCK" AREA IN FRONT OF PANELS 2-200 AMP ELECT PANELS AND VENSTAR (EMS)(INSTALLED IN 6" STUD WALL COMMUNICATION NBOORD 0 �I FD AT MOP SINK: 1/2" MOISTURE RESISTANT 12 •� 4 0' GWB TO DECK ABOVE & FRP WITH CLOSURE TRIM DVR BOARD AT EACH END UP TO NOTE-1 4'-0" A.F.F. I� OFFICE/BRK RM w t O. VOMENS 7 A1c VEST. S, `; - I, z i ;' � 1 TOILET ROOM CLEAR FLOOR NOTES• I 30X48 CLEAR FLOOR AT LAV & W.F. 17" ^ 9 J1 3OX48 CLEAR FLOOR Al c P' r- IlC 60X56 CLEAR FLOOR AT TOILET 4608 AT PUSH SIDE OF DOOR •..• 1 54X60 AT PULL SIDE OF DOOR SOAP CLR. MIN, t Hl�ND DRYER ` ( - HAND DRYER IS ALLOWED 0 SI-0" ENCROACH MAX. 4" INTO CLEAR `p� 05 FLOOR AREA AT LAVATORY. s _ SEE OPP. HAND INTERIOR ELEVATIONS LO I ON THIS SHEET FOR TOILET ROOM N 4 I� MENS 4)J7 7'-5Y2" 4%" 5'-0„ I I ENLARGED TOILET PLAN SCALE = 1/4" - 1'-0" WATER VENDING MACHINE NOTE: PROVIDE GLACIER WATER VENDING MACHINES AND REQUIRED U11UTIES ONLY IN THE FOLLOWING STATES:. ARIZONA, CALIFORNIA, COLORADO, FLORIDA, NEVADA, NEW MEXICO AND TEXAS KEY BOX NOTE: G.C. SHALL PROVIDE KEY BOX FOR LOCK ACCESS DURING PUNCHOUT AND TURNOVER. COMBINATION MUST MATCH LAST FOUR DIGITS OF STORE NUMBER. DESIGNER NOTE: GC TO PROVIDE EYE BOLT EMBEDDED 12" MIN. INTO TOP OF LOADING AREA BOLLARD WITH DIAMETER SIZED FOR KEY LOCK BOX. COLUMN LAYOUT NOTE: COLUMNS LOCATION SHALL BE VERIFIED BY THE METAL BUILDING MANUFACTURER. GENERAL CONTRACTOR SHALL COORDINATE DOOR LOCATIONS 'NTH THE METAL BUILDING MANUFACTURERS COLUMN LAYOUT. COLUMN LAYOUTS THAT VARY FROM THAT SHOWN IN THESE PROTOTYPE PLANS MUST BE SUBM ITTED TO FAMILY DOLLAR STORE'S CONSTRUCTION DEPARTMENT FOR APPROVAL. CONVENTIONAL CMU, BRICK OR WOOD CONSTRUCTION DESIGNS MUST BE SUBMITTED TO FAMILY DOLLAR CONSTRUCTION DEPARTMENT FOR APPROVAL. CIVIL ENGINEER NOTE: CIVIL ENGINEER OF RECORD FOR EACH LOCATION SHALL COORDINATE ALL EXTERIOR DOOR AND COOLER EQUIPMENT LOCATIONS WITH ARCHITECT. FRP NOTE: INSTALL FRP (GLASBORD # 85 -WHITE W/ PEBBLED EMBOSSED FINISH, BY CRANE COMPOSITES OR EQUAL) (FORMALLY KEMUTE) TO 4'-0" A.F.F. ON ALL WALL SURFACES IN THE RESTROOMS. INSTALL FRP TO 4'-0" A.F.F. BEHIND THE MOP SINK AND WATER COOLER A MINIMUM OF 1 FT TO EACH SIDE. COMPLETE FRP W/ TRIP CAP ON TOP, SIDES, CORNERS AND JOINTS, INCLUDING CAULKING AS REQ. BY MFG. VERIFY LOCAL CODE FOR ADDITIONAL APPLICATION IF REQ. NO PLUMBING OR CONDUITS SHALL PASS UNDER THE SALES FLOOR SLAB, EXCEPT AT THE TOILET, OFFICE & SUPPORT AREAS. HIGH PILED STORAGE NOTE: NO HIGH PILED STORAGE, AS DEFINED BY THE CODES GOVERNING THE JURISDICTION IN WHICH THE PROJECT IS CONSTRUCTED, SHALL BE ALLOWED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION IS IN COMPUANCE WITH ALL LOCAL, STATE AND NATIONAL CODES GOVERNING THE CONSTRUCTION AND WITH THE AMERICANS WITH DISABILITIES ACT. THE GENERAL CONTRACTOR SHALL COORDINATE THE VARIOUS CONSTRUCTION DOCUMENTS FOR THE PROJECT. IF CONFLICTS ARE FOUND, THE GENERAL CONTRACT SHALL RESOLVE THE CONFLICTS PRIOR TO PROCEEDING. STORE FIXTURE PLANS: AT THE BEGINNING OF THE DRAWING PHASE, REQUEST THE SITE SPECIFIC STORE FIXTURE COOLER CONFIGURATION FROM HIS. THIS INFORMATION WILL INCLUDE THE LOCAT10N OF THE COOLERS AND WHICH LENGTH IS REQUIRED. (28', 48' OR 56') CERTIFICATE OF OCCUPANCY G.C. IS RESPONSIBLE FOR THE "CERTIFICATE OF OCCUPANCY". CERTIFICATE TO BE FRAMED AND MOUNTED IN THE MANAGERS OFFICE. IF MUNICIPALITY DOES NOT ISSUE A COR), IT IS THE RESPONSIBILITY OF THE G.C. TO GET A LETTER FROM THE MUNICIPAUTY STATING AS SUCH ON CITY/COUNTY LETTERHEAD AND THAT LETTER IS TO BE FRAMED AND MOUNTED IN MANAGER'S OFFICE. ENERGY CODES ENERGY CODES AND THE APPLICATION OF ENERGY CODES VARY PROJECT SITE TO PROJECT SITE. IT IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD TO DETERMINE THE IMPACT OF THE GOVERNING ENERGY CODES ON THE PROTOTYPICAL DESIGN, INCLUDING THE IMPLEMENTATION OF AN ENTRY VESTIBULE WHEN REQUIRED. DESIGNER NOTE: THIS BUILDING SHALL BE DESIGNED BY A STATE LICENSED STRUCTURAL ENGINEER USING A CONCRETE SLAB. NO RAISED PLATFORM WILL BE ACCEPTED IN NEW OR EXPANDED STORE CONSTRUCTION. PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS ARE TO BE DESIGNED BY A UCENSED PME ENGINEER FOLLOWING THE FDS GUIDEUNES AS CLOSELY AS POSSIBLE. KNOX BOX NOTE: IF A KNOX BOX ENTRY SYSTEM IS REQUIRED BY THE CODES GOVERNING THE CONSTRUCTION OF THE PROJECT, PROVIDE RECESSED KNOX BOX PROVIDED BY THE GC PRIOR TO THE COMPLETION OF THE PROJECT. LOCATE PER LOCAL CODE REQUIREMENTS. KNOX BOX CONTACT - 866-625-4563 SIGN FOR GROUND UP STORES SIGN FOR IN-UNE STORES no �1 EXTERIOR WALL INTO THE BUILDING PER THE GROUND UP OR IN-UNE STORE TYPE ABOVE. SIGNS MUST BE 10"hX7w" IN SIZE. THE MATERIAL IS PREFERRED TO BE ALUMINUM. SIGNS MAY BE FOUND AT WWW.COMDliancesions.com II PEMB AND DESIGNER NOTE: II -PEMB ENGINEER TO DESIGN METAL BLDG. STRUCTURE PER URAWINGS, PLANS, AS -BUILT LOCAL AND STATE CODES FOLDER AND NAMED-PEMB -INTERIOR CLEAR DIMENSIONS ARE DESIGNED USING 8" DRAWINGS. PEMB GIRT FRAME WALL THICKNESS. IF WIND OR SEISMIC LOADS REQUIRE GREATER THAN 8" THICKNESS, EXPAND DIMENSIONAL OVERALL BUILDING DIMENSIONS AS REQUIRED TO MAINTAIN REQUIRED INTERIOR SALES AND BACK OF HOUSE SUBMITTAL TO FAMII DIMENSIONS. DOLLAR: -54DE WALL COLUMNS MAY PROTRUDE INTO THE STUD WALL FURRING AS LONG AS THE INTERIOR CLEAR DIMENSIONS ARE ARCHITECT OF RECORD SHALL TO OUTSIDE FACE OF GIRT 4'X8'PEMB CANOPY 26'-0" ABOVE 6" DIAM. BOLLARDS MIN. CENTERED CLEAR OF GALV. OVER DOOR 10'-0"1 APART. NELS 3 0„ ICK a C. PAD Wz 0 - "0 0 a 3 9 2 -0" 0 26-0" 0 3 10 '-0" O.A. PEMB FRAME 26'-0" I;'� a 8 '-8" MIN. CLEAR DEPTH F12'RNELS TO A.F.F. BY I 'ice.. s05z I � U n Rzo 0 z �F SALES s1106 o b I • I i� n w 13'-07,¢" 1/2" 6 9 ¢" N PROVIDE 4' HI 3/4" PLYWOOD a WAINSCOT ALONG WALL ADJACENT TO —S,." ES. AREA PAINT & BASE PER o FIN. SCH. m I N 1 0 8" STUD WALL FOR _ xan na RECESSED PANELS y I I ' ONCE/BRK 102 � I I I VES O 1031 i--'-fi N I II WOMEN -IM I I U4 Al 7 Lois I I A NOTE: — / ALL PLUMBING PBA PANELS ON I PIPING TO BE P09SYSTEM INSULATED IN 26'-0" T[s7 ALES SUPPORT NOTE: NO HIGH PILED STORAGE PER 2006-IFC 2502 OR 2012-IFC 3202. NO STORAGE RE TER THAN 12 FT. NO HIGH HAZARD COMMODITIES ABOVE 6 FT. TO OUTSIDE FACE OF GIRT 26'-0" FLUSH GWB INT. .BOTH SIDES OF SALES AREA). NO COL PR TRUSION INTO SALES AREA EXCEPT AT FRONT WALL 3 W STUDS O 16" 0 TO 12'-0- AFF SECURED TO BUILDING STRUCTURE - COVER W/ 1/2" GWB PROVIDE CORNER EAD AT TOP OF WALL FOR FINISHED EDGE- PAINT PER INTERIOR FINISH SCHEDULE. TYP. ACH SIDE F SALES AREA. (PROVIDE STUD WALLND GYP TO UNDERSIDE OF ROOF DECK IN RTHERN AREAS IF DOUBLE INSULATON IS REQUIRED) NOTE: REFER TO INTERIOR FINISH SCHEDULE FT ADDITIONAL INFORMATION ALES AREA T 101 80x104-CORNER EXT. GROSS= 8,247 SF INTERIOR NET PAIN , N I (PAINT TO PAINT)' SALES AREA = 6,836 SQ FT - - - - - - NEST+B FICA=-287-SQ FT SALES SUP ORT = 723 SQ FT EIVE W3 FROMASLAB LL FTOA UNDERSIDLES TO E OF F S UCTURE FINISHED FLOOR ELEVATION RUN ELECT/MECH CONDUITS ON SALES ALL PROJECTS: SHALL BE 12" ABOVE 100 SIDE IN NEAT OR LAYOUT. YEAR FLOOD PLAIN. UNDERSIDE OF DECK AT FRONT WALL FROM COL E TO REAR WALL CORNER - ELEVATIONS BASED ON COVER W/ V GWB - PAINT PER INTERIOR c 90X102 CORNER FINISH SCHEDULE. LAYOUT HA CHED WALLS ARE TO BE BUILT TO UN ERSIDE OF DECK ABOVE W/ 3 0" STUDS —1 0 6" O.C. AND J" GWB EACH SIDE EXCEPT � SIGNAGE ABOVE DOOR TRANSOM ON SALES SIDE. SEE NOTE ABOVE - FINISH Lw.. STATING "THIS DOOR TO EMAIN PE SCHEDULE. °1 UNLOCKED WHEN BUILD IS H.M. CASED OPENING. NO •., STOPS OR RABBETS. I TOILET AND VESTIBULE WALLS TO LINE OF •'N, BE 3%- STUDS O 16" O.C. - WINDOW SILL VER W/ �" GWB EACH SIDE TO2"X4 1/2" ANODIZED ALUM. / � UNDERSIDE OF CEILING TYPICAL. / FRAME STOREFRONT. :I of 26'-0" 24'-6" ' .. 3: I 27'-G" 51ULWALK/AUO bbIVLL KVUIL A1NU '-D '-D I — CONCRETE ON TOILET ROOM SIDE OF SIDEWALK SEE BUILDING. HOSE BIB TO BE ON SITE PLAN FOR SAME SIDE AS WATER VENDING LINE OF SIDEWALK. LIMITS - MIN '-0' MACHINE. SEE BOX NOTE FOR SEE CIVIL 12' 4" 1 WADE WHICH STATES REQUIRE VENDING r 0 6� io I ING BONE iD0 AND DOOR. SEE /A-1 2 B FOR C LOCATIONS MAMNTAINED. WALLS OF SALES SUPPORT MAY HAVE COLUMN INCLUDE THE FOLLOWING NO ON THIS FLOOR PLAN SHEET: FAMILY FINISHED SURFACES. - ,,,," ,. 1.5 1 ' ' ( L NQIE; -EXTERIOR PROTRUSIONS. PROVIDE R-PANEL BOX -OUT BY PEMB. "DEVELOPER/GC/LANDLORD FOR DOLLAR AND TO ELEVATIONS ARE BASED OFF OF THE 102X90 FLOOR PROVIDE (8) 6" DIAM. PIPE " [ ALL FLOOR PLANS AND LAYOUTS CAN BE MIRRORED. CONTACT BOLLARDS O 6'-0" O.C. - FILL t EQS, FOR MIRRORED FIXTURE PLANS PRIOR TO STARTING PLAN MUST USE THE FDS SUPPLIED PLAN AND WILL BE MIRRORED FOR SITE SPECIFIC Q1 WITH CONCRETE & PAINT EXT. DESIGN AS MIRRORED LAYOUTS MAY NOT BE THE SAME AS FINAL "FLP" PLAN SHEET FOR LOCATIONS AND LAYOUT'S. IF LOCAL AUTHORITIES COLOR-6. COORDINATE EXACT LOCATIONS w/ CIVIL DWG'S, [ MIRRORING THE PLAN. CHANGE IN DIMENSIONS WHILE MAINTAINING PROTOTYPE AREA REQUIRES WRITTEN PERMISSION OFFICE BRK RM WALL TYPES THE PURPOSES OF DIMENSIONAL AS -BUILT REQUIRE GREATER THEN SHOWN; GC IS TO PROVIDE F L 0 0 R PLAN ACCESSIBLE RAMP & WATER VENDING MACHINE. I Iil'E 'A' WALL (OFFICE): PER LOCAL REQUIREMENTS. FROM FAMILY DOLLAR STORES CONSTRUCTION DEPARTMENT. SUBMITTAL TO FAMILY [ 3%" STUDS O 16" O.C. - COVER W/ }" GWB DOLLAR." SCALE = 3/32" - 1'-0" L EACH SIDE TO 6" ABOVE CEILING. [ GENERAL RE T HOOM NOT S: NOTE: THE TYPICAL ENTRY DOORS SHALL BE TYPE 1&2. THE D O O R S H E D U L E [ L 1. LAYOUT OF TOILET ROOM FACILITIES SHALL COMPLY WITH ALL APPLICABLE STATE DEVELOPER SHALL CONTACT THE FAMILY DOLLAR REAL ESTATE AND LOCAL CODES, INCLUDING ALL ADA F�QUIREMENTS. SUBMIT ANY MODIFIED MANAGER TO CONFIRM IF SLIDING DOORS ARE TO BE USED IN LAYOUTS TO FAMILY DOLLAR FOR THEIR REVIEW AND APPROVAL. LIEU OF THE SWINGING DOORS PRIOR TO FIXTURE BASE CAD NOTES LOCATION MARK SIZE THICK TYPE MAT'L HINGES LOCK CLOSER THRESHOLD REMARKS i PLAN PRODUCTION. 2. TOILETS SHALL BEE ACCESSORIES FOR EACH: QUIPPED VATFi THE FOLLOWING CH. INSTALL PER ADA REQUIREMENTS ON ALUM./ U CONTINUOUS HINGE W/ STANDARD DOOR CLOSURE DOUBLE CYLINDER 260. PROVIDE ON 105 DEG. V11 ALUM. - PILE CLOTH WEATHERING IN DOOR & SHOWN THIS SHEET. METAL METAL TEMPERED ALUMINUM DOOR 2, 4, NTRANCE 18c2 S-O"X7'-O" 1 3 4' / A - CLEAR FINISH OPPOSITE LEAF OF HOLD OPEN MMILL FINISH 1 EA. BRADLEY � 780-018360 FRAMED WALL MIRROR CONCEALED MOUNTING HOLLW CORE 4 HOLLOW CORE W/ ACRYLIC NEW PANELS • 3•�—( 5, TYPICAL ) GLASS TO MATCH STOREFRONT. FLUSH BOLTS FRAME. CRASH BARS BOTH SIDES -SEE NODIZED CLEAR ELEV. FRAME: ATRIMCO OVER EACH LAVATORY. INSTALL W/ BASE OF REFLECTIVE SURFACE O 40" 3"-0• ,1 _ 12, FINISH. PROVIDE FL SHBOLTS A.F.F. r 1 EA. DOUBLE TOILET TISSUE HOLDER - BRADLEY A 5224 18 GA. CHROME EXIT AR 9 ENTRANCE 1 A 14'-O" X7'-8 " 1 . 7/8' SEE ALUM. / EMERGENCY BREAKOUT ALL HARDWARE AND WEATHER STRIPPING BY DOOR MANUFACTURER WARRANTY. (TRANSON BY OTHERS) t PLATED STEEL. LOCATION. R 10 (ONLY APPRVD. B FDS) 12/A- GLASS -ONLY LOCATIONS APPROVED BY FDS. 1 EA. HOOK - BRADLEY # 931 MOUNTED TO DOOR FACE. INSTALL HOOK O 4'-0" A.F.F. MAX. LOW RISKS RE . 10 1112, 3, EXTERIOR PAIR OF HAGAR ECBB1100 3 SEE NOTES 7 AND 8 YES, 1 �2" ALUM. HARDWARE STATED IN NOTES 7 AND 8 ARE 1` I 4, 7, $, SALES 3 S-O" X 7'-0 1 3/4" D-1R-4 H.M.HM X 4 USP �" HARDWARE IS SPECIFIC 70 RISK PAINTED MILL FINISH PANIC STYLE ALARMS HARDWARE [ 1 EA. WALL MOUNTED GRAB BARS - BRADLEY p 8320-001-18. 36 AND 42 DOOR SHOWN b 9 1 O SUPPORT W/ NRP P CLASS OF STORE EAVY DUTY PEEP SIGHT 43" & O 5'-0" AFF 1 EA. ELECTRIC HAND DRYER - "NOVA 1" BY WORLD DRYER. AS LEFT SIDE LATCH FROM • 2, 6 SALES 4 PAIR OF 1 3/4" D ALUM./ ALL HARDWARE BY PT H.M. FRAME TO ELIASON DOOR MANUFACTURER. WALL. SYS EOM MODEL 1LWP 3, NO < F INTERIOR SUPPORT 3 -0" X 7'-0' ACRYLIC MATCH STOPS 1 EA. SOAP DISPENSER & SOAP BAG - KIITOL N 9941GRA + 7641. SURFACE ALL HARDWARE BY MFG [ „ „ B „ C O D I 1 EA. CODE APPROVED ROOM IDENTIFICATION SIGN INSTALLED ADJACENT TO TYPE D-1: SAME STRIKE JAMB/LATCH SIDE OF DOOR W/ HORIZONTAL CENTERLINE O 60" CONFIGURATION W/0 VISION L A.F.F. PANELS OR EUSON PRODUCT 3, 9, C SC HAGAR ECBB1100 1 }" FALCON W581 G7 YES, PEEP SIGHT O 43" & 5'-0' AFF. [ L L iREFER TO PLUMBING SCHEDULE FOR TOILET/JANITORS FIXTURES AND SEE A-3 OFFICE 5 3'-O" X 6'-8 1 3 4" / HARDBOARD PR-4 J"X4 J" LISP 626 DAN PAINTED N/A UNDERCUT DOOR 1" " EQUIPMENT. 3. INSTALL CONTINUOUS FIRE RETARDANT TREATED 2x6 BLOCKING BETWEEN STUDS '' i" PAIR OF DOORS TRANSOM WINDOW 2, 3, J MENS 7 3'-0' X 6'-8 1 3/4' C SC HAGAR ECBB1100 1 }" YES, DOOR UNDERCUT 1" FOR ALL HANDRAILS, GRAB BARS, FIXTURES, BRACKETS, ACCESSORIES, 1 O HARDBOARD PR-4 3"X4 �" LISP PAINTED N/A L CABINETRY, AND MISC. SPECIALTIES AS REQUIRED, UNLESS NOTED OTHERWISE. AND SIDE UTES. FALCON W581 G7 4. USE 1/2" MOISTURE RESISTANT G.W.B. (GREENBOARD) FOR TOILET ROOM WALLS. ALL GLASS IS 1" INSULATED & TEMPERED 23, SC HAGAR ECBB7100 1 J" 626 DAN YES, DOOR UNDERCUT 1" L f 5. DOOR HARDWARE MUST BE MOUNTED BETWEEN 34 (MIN.) & 48 INCHES (MAX.) - g, ' 1 G WOMENS $ 3'-O" X 6'-8" 1 3/4" C HARDBOARD PR-4 3"X4 �" LISP PAINTED N/A I 6. IF FLOOR DRAINS ARE REQUIRED IN RESTROOMS BY CODE, THE SLOPE WITHIN EITHER THE ADA TURNING RADIUS OR CLEAR FLOOR SPACE RECTANGLES rl °, 1, 2, 3, SALES AREA g X 7'-0'1 3/4" B H.M.HAGAR EC881100 1 J" SEENOT HARDWARE IS AND 8 YES, �LL PANIC SR7YLETATED IN NOTES 7 ANHARDWARE D 8 ARE S CANNOT EXCEED 1:48 i CRASH BAR;EA. 4, 7, 8, EMERGENCY IS-O" 4 1"X4 J" USP W/ SPECIFIC TO RISK PAINTED FINISH ' 7. PROVIDE ADA COMPLIANT ACCESSORY APRON AT HIGH WATER FOUNTAIN TO MEET PROTRUDING OBJECT REQUIREMENT 07.2 BY OASIS / 035174-001. COLOR W DJ i i� SIDE F EACH ENTRANCE DOOR. g 1 D EXIT DOOR NRP CLASS F STORE TO MATCH FOUNTAIN. 1 I 1 Y" RECTANGULAR ALUM. BAR O 21" 1. ALL DOOR FRAME, CASED OPENING AND HARDWARE MATERIAL WILL BE RESPONSIBLE FOR INSTALLATION. P Y TENANT. GC IS SU PDED B B. RISK CLASS 3 & 4 STORES-YALE SDA 16XL STAND ALONE ALARM, HAGER SVR EXIT DEVICE AND AFF ASTRAGAL. DOUBLE DOOR WILL ALSO HAVE DUST PROOF STRIKE, FLUSH BOLTS. 3'-0" COORDINATE FINAL CO SIZE WITH SIGN VENDER. O O 0 O 0 PROVIDE FABRIC ON ENTIRE \ SIDES. r FABRIC USED FOR AWNINGS OR FABRIC -COVERED FRAMES SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 OR HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 2. DOOR TO MEET ADA DOOR OPENING PRESSURE GUIDELINES, MAX. 5 LBS (INT) & 10-15 L85 Q1 - ( (EXTERIOR) 9. LOCKS SHALL COME WITH STANDARD 7-PIN SMALL FORMAT INTERCHANGEABLE CORES (SFIC) ALUMINUM TUBE CANOPY w/ FABRIC INCLUDING SECURITY GATES. COVER DESIGNED AND FURNISHED - "A" - 3. ALL HOLLOW METAL DOORS AND FRAMES ARE TO BE PAINTED IN FIELD TO MATCH WALL SURFACE ON A EACH SIDE PER EXTERIOR AND INTERIOR FINISH SCHEDULES. 10. G.C. TO PURCHASE INSTAKEY CORES FROM SECURITY SOURCE, DANIELLE COOPER AT 978-983-8142. BY AWNING PROVIDER. FABRIC TO EMAIL O dcooparOsecurltysource.com MEET CLASS C FIRE RATING. DOOR TYPES 4. ALL EXTERIOR DOORS- INSTALL BRUSH STYLE DOOR SWEEPS. HAGER 802S B X MILL (X) X-3% S-6" OR 4' • USE FOR DOORS 1, 2, 3, 9. 11. ENTRANCE DOOR NO 1A SHALL HAVE A 5-YEAR WARRANTY (AUTOMATIC SLIDING ONLY) 3/16" x 2" LONG Z-CLIPS AT NOTE: ALL EXT. EXIT DOOR THRESHOLDS 5. STOREFRONT NOTE: PEMB TO NOTIFY GC IF SNOW LOAD AT HEAD BEAM IS EQUAL TO OR GREATER 12. STOREFRONT DOOR DEADLATCH SHALL HAVE ACCESSIBLE LEVER & LOCKING STATUS INDICATOR. 18" O.C. TOP W/ (2) #12 X THEN 20 PLF. IF SO THEN GC IS TO PROVIDE MULLION HEAD RECEPTOR 3/4" TEC SCREWS INTO ALUM 2 BEVEL MAX. 13. PROVIDE NYLON WASHER/GROMMETS AT THE DOOR HANDLES AND CRASH BARS TO PREVENT METAL ON • 6. ELASON DOOR, G.C. IS RESPONSIBLE FOR INSTAL -LING EUASON DOOR AND HARDWARE. METAL CONTACT. FRAME AND 2 #14 X 1 1/2" THRU STUCCO AND INTO METAL 7. RISK CLASS 0, 1, & 2 STORES-YALE SDA 16XL STAND ALONE ALARM, HAGER EXIT DEVICE. DOUBLE SIDING DOOR WALL ALSO HAVE DUST PROOF STRIKE, FLUSH BOLTS AND ASTRAGAL FAMILY DOLLAR REVIEW STAMP "REVIEWED" 3/16" x 2" LONG Z-CLIPS AT THESEPLANS AND ALL PROPOSED WORK 12" O.C. MAX. SIDES W/ (2) #12"DISAPPROVED -RESUBMIT" X 3/4" TEC SCREWS INTO ALUM ARE SUBJECT TO ANY CORRECTIONSFRAME AND 2 #14 X 1 1/2" `REQUIRED BY FIELD INSPECTORS THATTHRU All Site a1Td Building Plan Requirements, including but limited to, all SIDING51000o AND INTO METAL MAY BE NECESSARY IN ORDL'R TO Interior Dimensions, Materials, Hardware, Equipment & Specifications, COMPLY WITH ALL APPLICABLE CODES, are to be designed and built per the Family Dollar Prototype Plan E N TR Y AWNING DETAIL #: 2016-01 REV as indicated in the lease, unless a deviation is / NOT TO SCALE LIGHT FIXTURE (REFER TO ELEC. DRWG'S) PROVIDED BY G.C., COORDINATE INSTALLATION W/ AWNING SHOP DRAWINGS. approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not 4 FIRE EXTINGUISHERS MIN PER FDS. MIN. RATING OF A PORTABLE F.E. IS 3A40BC. FINAL NUMBER AND LOCATION TO BE APPROVED BY FIRE MARSHALL. initialed by Family Dollar is disapproved and void. MOSES MANGRO 1-800-241-1277 EXT 185 EMAIL: moses.mangroocommericalfire.com (Approval to plan deviation will be indicated with the following circled initials : ) m N OJ r^• , M A A m M LLB (D z J mLL�� C7 } e>M Z LU o c �_ 0E U�> N LL U WILL W LL r z !F� V Z Q LU m J � M � � m W Z V h CD Z m LL O W 0 _ m _ w 9 ^ in o�04 H M U ui E Q r 1 NrnaLL J - O I..F_ Q W M CD vJ CO N Q 0 LIJ O = ¢ LL- L i Q Op =W L z 0 � N m O L(7 L0 i` M r ti N L O N� LL -0 0 O L_ Q C:) X J CD O °° 0 L / `y 1 L6 ILL zJ o LLT LU U (V u Y CQ Q LU V d 1 M LL Tn C O VD EU W L 0 tz L w XLu � L1J JCAL I. OF FL (D . ��Pi O • NUTT�O 1. 53 - IISS��AR98913 `2L BAR" HAIR III ( FL RE 8913 KCLCAJC VAIC ©CO. COMMENTS 08-22-17 ® CO. COMMENTS 09-20-17 �i I� PROJECT NO. 2017-058 ISSUE DATE 07-12-17 , DRAWN CHECKED HDH AE it., .. ,„:: .........: . .. A-1 47' M390 94' j 180� —MIN. CL n C W o I W WI U a 0 EMERGI NIGHT LIGHT zo u I� U IZ 0 I ,I I I J - .rcrzs z I 3'-4„ MIN MIN u w IE I til-n I M� EMERG/ LL f IMF LIFE SAFETY 8c FIXTURE PLAN SCALE - 1/8' - 1'-0' LEGEND SYMBOL DESCRIPTION EXIT LIGHT nEp EMERGENCY LIGHTING WALL PACK EEL bk3� EXTERIOR EMERGENCY LIGHTING WALL PACK EMAL FLUORESCENT FIXTURE W/ EMERGENCY LIGHTING BALLAST MAXIMUM EGRESS PATH - FE FIRE EXTINGUISHER, WALL MOUNTED (F.E.) RE: NFPA MOST REMOTE POINT 68, EGRESS DISTANCE (FEET) 170 EGRESS CAPACITY (PEOPLE) 3 Fire Extinguisher Detail LLHJ SCALE:NTS FRP NOTE: INSTALL FRP (KEMITE - LASCOBOARD #419 WHITE W/EMBOSSED FINISH OR EQUAL) 4'-0" A.F.F ON ALL WALL SURFACES IN THE RESTROOMS. INSTALL FRP TO 4'-0" A.F.F BEHIND THE MOP SINK AND WATER COOLER A MINIMUM OF 1 FT TO EACH SIDE. COMPLETE FRP WITRIP CAP ON TOP, SIDES, CORNERS, AND JOINTS, INCLUDING CAULKING AS REQ. BY MFG, VERIFY LOCAL CODE FOR ADDITIONAL APPLICATION IF REQ, FIXTURE PLAN NOTE: OBTAIN UPDATED DRAWING FROM FAMILY DOLLAR PROJECT MANAGER PRIOR TO ORDERING OR INSTALLING ANY SPECIAL ELECTRICAL EQUIPMENT AND PRIOR TO ORDERING OR INSTALLING ANY SALES FLOOR LIGHTING. ACCESSIBILITY NOTE: GENERAL CONTRACTOR IS ADVISED THAT IT IS THEIR RESPONSIBILITY TO INSURE THAT ALL CONSTRUCTION IS IN COMPLIANCE WITH STATE AND LOCAL CODES AND THE AMERICAN'S WITH DISABILITY ACT. GC IS TO VERIFY THE COORDINATION OF THE VARIOUS DRAWINGS. IF CONFLICT OF INFORMATION IS FOUND, CONTACT THE PARTIES IN THE DISCREPANCY BEFORE PROCEEDING. ING IUIRED EXTINGUISHER MER HER #3005 ',BRACKET DN WITH FIRE MAX, DISTANCE TO EXIT = 82'-0" �z I- M II I MERGI :LEMERG/ NIGHT IGHT a 1. IOWT 0 �I 3'-4" MIN JEMERG/ EMERGI TnR MAX. DISTANCE TO EXIT = 106-10" f-1 i.....__....1 I I OCCUPANT LOAD (TABLE1004.1) MERCANTILE OCCUPANCY (SQ FT AREA PER OCCUPANT) = 30 GROSS TOTAL OCCUPANT LOAD = 8,247/30 = 275 OCCUPANTS REQUIRED PLUMBING FIXTURES PER 2014 FBC 5TH ED. SECTION 2902,2-3 275 0CCUP NTS DIV DED BY 2 =13 .5 = 138 CC PA TS OF EACH SEX PE A .1 C _ FIXTURES REQUIRED 1 PER 500 1 PER 750 1 PER 1000 FIXTURES PROVIDED PILOT LIGHT TEST SWITCH \\\\1/2" MAX. �i PAINT A V-0" WIDE STRIPE AROUND THE PERIMETER OF THE SALES SUPPORT AREA FLOOR USING GLOSS TOUGH SHIELD ACRYLIC COLOR WHITE PERIMETER FLOOR PAINT. 3'x4' PAINTED FLOOR STRIPE "DO NOT BLOCK" L , 1 O THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �. IIGAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 116' 390 11 [FIE 4 FIRE EXTINGU HERS MIN PER FDS. MIN. RATING OF A PORTABLE F.E. IS 3A40BC. FINAL NUMBER ND LOCATION TO BE APPROVED BY FIRE MARSHALL. MOSES MANGRO 1-800-241-1277 EXT 185 EMAIL: moses.mangro0commericalfire.com KNOX BOX ENT SYSTEM, IF REQUIRED BY CODE MUST BE ROVIDED PRIOR TO DELIVERY. KNOX BOX CON ACT # 866-625-4563 DOUBLEUNIT-TYPEA L— PILOT LIGHT TEST SWITCH 4 Emergency Lighting Fixture A102 SCALE:NTS LUMINAIRE REQUIREMENTS 1. ALUMINUM FINISHED CHANNEL MOUNTING BASE WITH TEST SWITCH AND PILOT OR HIGH RATE INDICATING LIGHT. 2. CYLINDERS FOR LIGHTS AND BATTERY AND CHARGER SHALL BE PAINTED, MATTE WHITE AND SHALL BE FULLY ADJUSTABLE, 3. BATTERY SHALL BE MAINTENANCE FREE NICKEL CADMIUM WITH FULL 5 YEAR WARRANTY. 4. UNIT SHALL HAVE AUTOMATIC TWO RATE CHARGER, 5, SWITCHING AND CONTROLS -COMPLETELY SOLID STATE WITH AUTO TRANSFER A LOW VOLTAGE CUT OFF. TEST SWITCH AND HIGH RATE INDICATING LIGHT. 6, 9 WATT TUNGSTEN HALOGEN LAMP. EXIT NOM, DIMENSIONS: 289mmX200mmX44mm (11-3/8"W X 7-7/8"H X 1-3/4"D) GENERAL DESCRIPTION HOUSING: DIE-CAST ALUMINUM OR 20 GA. COLD ROLLED STEEL, HARDWARE FINISH TO MATCH HOUSING FINISH. 152 mm (6") H LETTERS WITH 19 mm (3/4") STROKE. DIRECTIONAL ARROWS AS REQUIRED ELECTRICAL: 121 RE: ELECTRICAL DRAWINGS FINISH; WHITE OTHER; MINIMUM BRIGHTNESS 20 CD/SQ METER ON FACE OF SIGN. 5 Exit Signage A102 SCALE:NTS TRANSITION STRIP NTERIOR FLOOR AND FINISHES SCALE - 1/8" - V-0" CEILING OPEN TO ROOF NOTE: THE SALES AREA HAS NO TILE OR GRID TO EXPOSE MECHANICAL DUCTWORK AND ROOF INSULATION AND ALL EXPOSED ELEMENTS ABOVE THE TYPICAL CEILING AREA, THE MECHANICAL ENGINEER WILL CALCULATE THE ENERGY LOAD REQUIRED TO HEAT AND COOL THE VOLUME, AND RECOMMEND R-VALUES TO PASS THE COM-CHECK FORM REQUIREMENTS OF EACH LOCATION. 6" GLOSS TOUGH SHIELD ACRYLIC COLOR GREY PERIMETER FLOOR PAINT. PAINT SALES AREA WALLS AND COLUMNS: LIGHTNING WHITE BM 2019-70 6" GLOSS TOUGH SHIELD ACRYLIC COLOF GREY PERIMETER FLOOR PAINT I it _.... I N V N m M O 0 W (D L m m pp v 5,: -a s :Dz W a N N > L'N E p U � d W W = z li V�� �zQ Q W J III 0 I m W M O O N M rn U, Z O LL O W s ^" IL N O V7 = EE U � N I fl Lu W U 0 CL Lu w K W m 0 O z W W 2 ( W ( z I I 1 z I 2 1 C/) I W I � --J F I IN REFERS TO 10 SHEET T-1 FOR TENANT SUPPLIED NOTEDPPLED I S H S C H E D U L E MATERIALS.REFER SUMS ANDANS AILED. ROOM NAME FLOORS BASE WALLS DOOR & TRIM CEILING CHT LG WALL FINISH REMARKS NUMBERROOM 101 SALES FLOOR -POLISHED CONCRETE FLOOR . SP CS PROVIDED SHEET A.6 SE 4" HIGH COVE 4 SIDES-W/ 1/2' GYP. BD. STOREFRONT DOORS TO BE -EXPOSED STEEL COLUMNS TO BE PAINTED -6" STRIPE AROUND PERIMETER &AROUND MSTRO VINYL-ARMSTRONG BLACK TAPED & SPACKLED PAINT COLOR # I PER INTERIOR ELEVATIONS. FACTORY FINISHED PER DOOR SCHEDULE. NO CEILING TILE. NO PAINT ON STRUCTURE EGGSHELL PT-2. -ROUND COLUMNS ARE NOT TO RECEIVE COVE COLUMNS: COLOR- PT-7 BASE. -AT ENTRY OR IN ENTRY VESTIBULE: WALK -OFF CARPET -INTERFACE -POLISHING OF CONCRETE FURNISHED BY FDS "DECO-DIAGONAL/ANTHRACITE GRAPHLAR" (ORIGIN GROUP) GC TO COORDINATE 5 SO. w X 7 SQ. d(+/-8'-3"wX11'6"d) WITH SCHEDULING. TREDSAFE TRANSITION STRIP ON 3 SIDES. BUTT TILE TO DOOR THRESHOLD AND MULLIONS. IN VESTIBULE BUTT CARPET INTO MULLIONS AND PROVIDE TRANSITION STRIP AT INTERIOR DOORS. FILL ENTIRE VESTIBULE WITH CARPET TILES 102 OFF/BRK GYPSUM A7 - 5/8" 24" x 48" -POLISHED CONCRETE FLOOR. SEE SPECS PROVIDED SHEET A.6 NT COLORR# 3ER NOTE-EROVInF c_FMIN-GLOSS_ x ACOUSTICAL LAY-IN TILE CLASS "A" WHITE -ARMSTRONG WHITE CLASS 'A' PANEL WITH WHITE 'T' GRID. SEE A.C.T. NOTE 103 VESTIBULE PT-2 FOR VESTIBULE HOLLOW METAL DOORS AND -POLISHING OF CONCRETE FURNISHED BY FDS FRAMES TO BE PRIMED & (ORIGIN GROUP) GC TO COORDINATE PAINTED IN FIELD WITH 1 COAT PRIMER AND 2 IF CODE REQUIRES A DRYWALL CEILING IN 10'-0" SCHEDULING. 104 MEN'S TOILET SHEET VINYL: ARMSTRONG-CONNECTION "PORCELAIN" 4" HIGH FLASH COVE COATS COLOR TO MATCH THIS AREA, A 3' X 3' CORLON p 88724 BASE NTH MATCHING TERMINATION STRIP ADHERED TO FRP FRP PANELS TO 4'-0" AFF WITH M.R. GWB ABOVE- PAINT 3. SEE FRP NOTE WALL SURFACE OF DOOR FACING ACCESS PANEL MUST BE PROVIDED, PAINT SEMI -GLOSS 105 WOMEN'S TOILET COLOR # COLOR #3 -SEALED CONCRETE WITH 12" STRIPE 4" HIGH COVE GYPSUM BOARD - PAINT COLOR -PAINT A 1 FT WADE STRIPE AROUND THE PERIMETER OF THE RECEIVING AREA COLOR 1O6 SALES SUPPORT AROUND PERIMETER COLOR- METRO MSTRONG # 3. INSIDE FACE OF EXTERIOR DOORS TO BE NO CEILING TILE. NO PT-8 -SEALER: CLEAR ACRYLIC SEALER BY SEALER MASTERKURE, CC 300SB OR FDS APPROVED BLACK BLACK WALLS -PROVIDE LINER PANELS BY MTL BLDG. MFR.-STANDARD FELIASONACTOR FACTORY FINISHED PER DOOR SCHEDULE. PAINT ON STRUCTURE -SEALING OF CONCRETE WILL BE FURNISHED B SUBSTITUTE. WHITE. THE GC. INTERIOR FINISH MATERIAL SCHEDULE NO, TYPE COATS BENJAMIN MOORS PT-1 EGGSHELL 2 M 2019-70 LIGHTING WHITE LATEX INTERIOR EGGSHELL-357 SDO NOT PROVIDE SEAL CHEMS SPEC SPEC HARDENER (OR EQUIVALENT) ONTO CONCRETE FLOORS IN SALES PT-2 SEMI -LASS ENAMEL 2 M 2019-70 LIGHTING WHITE LATEX INTERIOR SEMI-GLOSS-358 PT-3 SEMI -GLOSS ENAMEL 2 FD BM WHITE" LATEX INTERIOR SEMI-GLOSS-358 SUPPORT ROOM THAT WILL RECEIVE CLEAR ACRYLIC SEALER. PT-7 SEMI -GLOSS 2 "FD BM GREY" GLOSS-TY43 PT-8 SEMI -GLOSS 2 "FD BM WHITE" GLOSS-TY4rr D ACRYLIC LITHONIA BWU EXIT LIGHT f FEATURES LAMP TYPE: LED MOUNTING: UNIVERSAL SHIELDING: FLAT SHEET ACRYLIC LETTERS: RED NOTE: GYPSUM WALL BOARD TO BE 1/2" NATIONAL GYPSUM GOLD BOND BRAND GYPSUM BOARD (OR APPROVED EQUAL) MEETING ASTM C1396 TESTING STANDARD. ATTACH W/ 1 1/4" DRYWALL SCREWS AT 8" O.C. PERIMETER AND 1'-0" O.C. IN THE FIELD. n SEP 1 3 REC'D FAMILY DOLLAR REVIEW STAMP ❑ "REVIEWED" ❑ "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) F_ 2 off - 0 U H rn W > Of W rn W off T) w EC X W J g U 0 QM W C r ) N Cl) z o W= ¢� a0— z Lu ¢ o z j //1 N O CJJ co ti N L 0 LU N 0 0 U Q� J X J O 0 co j Q r I W O 1 t n LLLL z (=)c W U N u G 3< Q W v a i LL M LLLi DER III FL.REG. AR98913 I RELEASE DATE [nICO. COMMENTS 108-22-17 PROJECT NO. 2017-058 ISSUE DATE 07 12-17 DRAWN CHECKED AMY DOLLAR SIGN INSTALLE 5 4 NOTE: REFER TO SHEET A-7 FOR METAL 3 2 ORILIGNAGE ATTACHMENT TODWALL PROM EDPBYRT 1'S BUILDING TRIM AND WALL DETAILS SIGN VENDOR. ELECTRICAL SERVICE AND 3" HIGH METAL CONNECTIONS BY GC. - SIGN PULLS 19 AMPS - COPING 4 LINE OF ROOF BEYOND VERIFY WITH TENANT. G.C. TO COORDINATE EXACT 25'-7)f 1 24'-9P4w 1 40--3)V I LOCATION OF BACKING FOR SIGNAGE ATTACHMENT TO SUPPORTS WITH SIGN COMPANY. LOCATE SIGN PER FDS PM. CENTERED ON WINDOW SCALE - 1/4 " - 1 '- o C TOILET E AUST WALL CAPS. COLOR vlATCHI TPEMB METAL COPINGD. IADJACEN WALL J 4 1 777 5 .. I 11_: ' -5 DOWNSPOUTS. MIN. LED WALL LED WALL OF 3 STRAPS LIGHT , LIGHT. SEE ELECT. DOWNSPOUT, TYP. \_ SEE ELECT. COLOR-4 C.J. 1.1 C J. C.J. C.J.0 J C J `— C.J. A PROX., LOCATION OF. ELECTRICAL PANEL, L1 METER. OOORDINATE MECH. AND LECTRICAL METER LOCATIONS W/ PEMB STRUCTURE IN SHOP DRWG. PHASE. CLEFT SIDE ( NORTHWEST� ELEVATION SCALE - 1/8" - V-0" FAMILY DOLLAR SIGN LCM-1A W/O MEDALLION INSTALLED BY 3" HIGH METAL G.C. LOCATE PER FDS PM. CENTER ON WALL PER 1/A-2c ®COPIN(%. A 5 B C D E F _....:...::.:::.....:.:::. 20'— 4 5 24'-2' 23'— LED WALL LIGHT, I 5 SEE ELECT C.j. 10• 9 O O3 11 J 10 C.J. RIGHT SIDE (SOUTHEAST) ELEVATION SCALE - 1/8" - V-0" KNOX BOX NOTE: IF A KNOX BOX ENTRY SYSTEM IS REQUIRED BY THE CODES GOVERNING THE CONSTRUCTION OF THE PROJECT, PROVIDE RECESSED KNOX BOX PROVIDED BY THE GC PRIOR TO THE COMPLETION OF THE PROJECT. LOCATE PER LOCAL CODE REQUIREMENTS. KNOX BOX CONTACT — 866-625-4563 PROVIDE ONE POSTAL APPROVED MAILBOX. PROVIDE IF REQUIRED BY CODE KEY BOX NOTE: G.C. SHALL PROVIDE KEY BOX FOR LOCK ACCESS DURING PUNCHOUT AND TURNOVER. COMBINATION TO MATCH LAST FOUR DIGITS OF STORE NUMBER. ROOF DRAINAGE ROOF AREA 8,247 S.F. PARAPET AREA: 697 SF x .50 = 349 S.F. TOTAL AREA = 8,596 S.F. 8596 SF / 5 DOWNSPOUTS = 1,720 S.F. ROOF AREA 1,720 S.F. PER D.S. ASSUME 5" / HR. RAINFALL VERTICAL LEADERS:PER F.P.C. TABLE 1106.2, 4" X 5" (20 S.I.)LEADER = 240 S.F.PER 3.1 20 X 240 = 4800 1720 IS LESS THAN 4800 ';HEET FOR ENTRY COLORS & MATERIALS 1 ACCESSIBILITY REQUIREMENTS. W Z CENTER LINE OF T4' 5 w 1 1.8 PEMB METAL COPING. 3 REAR WALL X 8' PRE —MANUFACTURED ETAL CANOPY CENTER — ARCHED M TAL PROVIDE WATERTIGHT SEAL COPING. COL R-4 BETWEEN BLDG. ROOF AND WALL. OVER DOOR. W _.. (TYP) 4 I 1 i I I E B EE L P E S. D(1 T I i : i ._ co I I I P L'-I P E Ail N i I` I i W 9 Lu D.S. .. ! `f C.q . C.J. D..S:: 3 C.J.. D.S. C J, i • D.S. J l� , f'< ' GALV. BOX' GUTTER 9 f : _,. tYP 11 Lu COLOR-.4 ❑ 0 C/) 11 LEb' WALL ,LIGHT, 17 LED WALL LIGHT; SEE ELECT. W 20'-5" 20'—Ow 0' 0- 20'-Ow SEE' LECT.'' 2Q'-5" '� _ F 4" THICK CONC, SLAB g 11 AT. RECEIVING. La) — �ENTTZANCE.SEE SHEET O 10 — — A 1 FLOOR PLAN O_ H.M. DOOR AND FRAME-COLOR-4 C.J. __ ._... .. _..... .. .. .... .... ..m ,. HVAC EQUIP o' NOTE: NO ROOF PENETRATION METAL BUILDING MANUFACTURER SHALL SEE M SHEETS 4" THICK CONC. SLAB AT RECEIVING /EXIT NOTE: GC TO PROVIDE EYE BOLT EMBEDDED 0- DOORS. SEE SHEET A-1 FLOOR PLAN 12 ALLOWED. REFER TO PLUMBING KEEP SHADED AREA FREE AND CLEAR " MIN. INTO TOP OF LOADING AREA DRAWINGS FOR THRU WALL OF STRUCTURAL AND MISC. STEEL TO PROVIDE (2) 6" DIAM: STD. STEEL PIPE BOLLARDS SET IN 4000 PSI BOLLARD WITH DIAMETER SIZED FOR KEY LOCK CL BATHROOM VENT NOTES. ALLOW DUCT PENETRATIONS. W CONCRETE MIN. 12" x 12" x 3'-0" DEEP -FILL PIPE SOLID WITH BOX. ORIENT THE LOCK BOX SO IT DOES NOT � ROUNDED 0 TOP — PAINT COLOR 6. MIN, 10'-0" APART. COLLECT WATER. Lu dR.3 REAR NORTHEAST ELEVATIO J SCALE - 1/8" - V-0" J Q NOTE: ARCHED METAL COPING SHALL HAVE Z 1 A SMOOTH RADIUS AND CAN BE MADE UP ¢ OF MULTIPLE LENGTHS. MIN 10' LONG. F 2 DOWNSPOUT NOTE: PRE -FINISHED 4" ARCHED METAL COPING 2NO DOWNSPOUT MAY BE PLACED WITHIN 12" OF A DOOR FRAME. USE A MINIMUM OF THREE SLOPED TO ROOF SEE DETAILS ON SHEET >_ STRAPS PER DOWNSPOUT, TYPICAL. A-7. ® LOCA DIP. F.D. MEDALLION. 0 LOCATE PER FDS PM. 14'-0 1/2- CENTER OVER ENTRY. Cl) GENERAL EXTERIOR NOTE: 1. B U) PROVIDE SLEEVE, BOOT, OR OTHER APPROPRIATE PENETRATION MATERIAL FOR A CLEAN Lu TRANSITION FROM EXTERIOR TO INTERIOR FOR ALL CONDUIT WIRE, PIPE ETC. OWNER MUST ' APPROVE METHOD AND FINISH BEFORE BUILDING COMPLETION. I I to STOREFRONT FRAMING & GLAZING NOTE: THERMALLY BROKEN SYSTEM AS READ. PER IECC Oe -PROVIDE GRAY TINTED GLASS FOR SOUTH AND WEST FACING STOREFRONTS. -ARCHITECT SHALL VERIFY AND COMPLY WITH ANY GOVERNING REQUIREMENTS FOR IMPACTED RATED J GLAZING AND/OR STOREFRONT FRAMING. ALL EXTERIOR GLASS TO BE TEMPERED. rn W -GLAZING UNITS SHALL HAVE A MINIMUM 1" OVERALL THICKNESS -GLAZING INTERSPACE CONTENT SHALL BE AIR WITH CLEAR INSIDE GLASS. �. a OUTSIDE GLASS: PROVIDE GLAZING PERFORMANCE VALUES BASED ON OLDCASTLE GLASS OR EQUAL. FABRIC AWNING ON METAL FRAMING. 3 w > N V N CD m"C4 LV J T NLLOO fO z LU 0 E U ^ 0. / �^/ N a i I— LLJ C ) P'!U35� Q LLJ J J Z0 O LL VV O W U R N ?3 � fAN M et U N N 'E j0Q Q O L U N (n a 4L U J V) 0_ ry ry QM W M O W U) VJ N M Q Z OJ Q w a UJI ¢ p Z U V) N co 0 N O LU/ 01- -0 0 O L.L � JO_ X —� O 000 q w >- Lo Ui Z J LU uP LU w oQ(C�a C- ¢ W LL M U_ JtAL pF"HL0'4i 9 : AROSO13 k 21 41•,0 `° FgED AaG`' HA I FL. RE A 98913 TINTED - 4 PPG SOLARBAN 60 ON SOLARGRAY LOW-E #2 COLOR-2 LIGHT/SG=1.4, TRANSMITTANCE=35% 1 "'-- ahLi " a - j RELEASE I CLEAR - }" PPG SOLARBAN 60 ON CLEAR LOW-E #2 (U=.29, SHGC=.39, LIGHT/SG=1.79, TRANSMITTANCE=70% STOREFRONT NOTE: ARCHITECT SHALL VERIFY AND COMPLY WITH ANY GOVERNING REQUIREMENTS FOR IMPACTED RATED STOREFRONT SYSTEMS. WINDOW TINTING NOTE: INSTALL FAMILY DOLLAR SPECIFIC 11NT PER THE FAMILY DOLLAR STORE PLANNING FLOOR PLAN (FLP) '` C.J. ALUM AND GLASS SWING SEE BOLLARD NOTE ON METAL TRIM NOTES: METAL PANEL NOTES: DOORS ELEV. 1 THIS SHEET ALL METAL TRIM TO BE FURNISHED BY METAL BUILDING 1-THIS SYSTEM USES STANDING SEAM ROOF SYSTEM W/ THERMAL BLOCKS FOR ALL PROJECTS. ENTRY SOUTH ELEVATION FAMILY DOLLAR REVIEW STAMP VENDOR. G.C. TO PROVIDE ROOF WITH A 20 YEAR WEATHER TIGHTNESS WARRANTY, 2-THE WALL PANELS ARE ATTACHED W/ SELF -DRILLING CORROSION RESISTANT TYPE LONG LIFE SCALE - 1/8" - V-0• CARBON STEEL FASTENERS NTH HEX HEAD AND SEALING WASHER (OR EQUAL) FOR ALL EXTERIOR METAL WALL PANELS. FASTENER COLOR TO MATCH PANEL BEING FASTENED. 3-METAL BUILDING EAVE HT. TO BE ADJUSTED AS REQUIRED TO MAINTAIN FAMILY DOLLAR STANDARD CEIUNG HEIGHT. SIGNAGE NOTE -GENERAL CONTRACTOR SHALL INSTALL SIGNAGE. VERIFY W SPECIFIC METAL BLDG. CO. -FAMILY DOLLAR STORE SIGNAGE VENDOR SHALL FURNISH SIGNAG SECONDARY SIGNAGE NQJL AND METAL SUPPORTS AS REQUIRED FOR SIGNAGE INSTALLATION. -WALL MOUNTED LIGHT FIXTURES AT SIGNAGE LOCATIONS SHALL BE RECENTERED ABOVE SIGNAGE, GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION AND IF SECONDARY SIGNAGE IS PROVIDED. THESE PLANS AND ALL PROPOSED WON( BACKING FOR METAL SUPPORTS. -CONFIRM MOUNTING HEIGHT OF SECONDARY SIGNAGE WITH FAMILY DOLLAR STORE. -GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE AND DOWNSPOUT NOTE: ARE SUBJECT TO ANY COP;RECT:ONS CONNECTIONS FOR SIGNAGE, VERIFY ELECTRICAL DEMAND OF IF SPLASH BLOCKS ARE USED, G.C. SHALL ENSURE THAT NO SAFETY HAZARDS ARE CREATED 'REQUIRED BY FIELD INSPECTORS T){AT SIGNAGE NTH FAMILY DOLLAR STORE. BY THE DISCHARGE OF WATER FROM THE DOWNSPOUTS OR BY ICE WHICH MAY FORM AS A -COORDINATE ACCESS PANEL LOCATION FOR SIGNAGE MOUNTED RESULT OF THE WATER DISCHARGE FROM THE DOWNSPOUTS. COORDINAT'F ROOF STORM WATER MAY BE NECESSARY Its GP WR TO ON SIDES OR REAR OF BUILDING FAMILY DOLLAR STORE. DRAINAGE WITH PROJECT CIVIL ENGINEER. NOTE *PROVIDE FLUSH TRENCH DRAINS ACROSS SIDEWALKS TO PARKIN@ AREAS IF DOWNSPOUTS COMPLY WITH AJ-1 A+'PL}CABLE CODES, DO NOT TIE TO UNDERGROUND STORM SYSTEM. ...' , .t.,': i __ . , y.{:. Y.A Y: :.:.: t gta!t.. A. a #.+ ...... .v . AMA.. ,9 a U,A:,i'Ti .. :. i e & , .. .. e i ➢. "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation, The initials indicate approval of only the one deviation being initialed, Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval t0 plan deviation will be indicated with the following circled initials : ) f �CO.COMMENTS DATE D-17 PROJECT NO. I , 2017-058 ISSUE DATE 07-12-17 DRAWN CHECKED HDH AE 4" HIGH ARCHED METAL COPING WITH CONCEALED CUPS. SLOPE TO DRAIN I I I I PEMB "PBA" METAL PANEL SECURED -- - - - - - - - TO PEMB FRAME ON REAR WALL OF PARA?E7- _. l PEMB WALL SYSTEM WITH REVERSE 'R' I RUN INSULATION UP TO ROOF 7 PANELS I INSULATION WITHOUT GAPS. I I DEFLECTION TRACK PER CODE j FAMILY DOLLAR SIGN. GC TO PROM E I REQUIRED P.T. BLOCKING FOR SIGN I / (— SUPPORT. PROVIDE SLEEVES AT FASTENERS TO PREVENT COMPRESSING t NICHIHA PANELS. SEAL AROUND HOLES PEMB ROOF` AND STRUCTURE TO MATCH PANEL COLOR. I II RUN 3 METAL STUDS AND Y2" \ GWB TIGHT ITO UNDERSIDE OF 0 I M - ---- JI FABRIC AWNING DESIGNED BY AWNING PROVIDER I BOX OUT TIGHT TO PEMB COLUMNS BEYOND I I SWINGING ENTRY DOOR SYSTEM___'I WITH THRESHOLD EXTENDED OUT OVER SIDEWALK SLAB I STRUCTURE'AND PROVIDE I CONTINUOUS SEALANT AT JOINT.! I (PROVIDE SECURITY GRILLES AS REQUIRED -- �IBY FDS PM BASED ON THE STORE RISK 1, ICLASS. SECURE VERTICAL TRACKS TO (BLOCKING IN STUD WALL CONSULT WITH - GGRILLE MFR. SEE DETAILS ON SHEET A-4 I PEMB TO EXTEND PANEL DRIP FLASHING OUT TO FACE OF NICHIHA PANEL. DO NOT FLOCK NICHIHA OR PEMB (WEEPS I I I I : SEDGE OF SLAB/OUTSIDE FACE OF PEMB 1 EE BOXED DUCTWORK. SEE M DRWGS- NOTE: TOP OF UGHTING FIXTURES TO BE AT 11'-6" A.F.F. IN SALES AREA F 1 BUILDING LONGITUDINAL SECTION I A3 SCALE: 1 /4" = 1'-0" METAL ROOFING COLOR-7 I I PARAPET WALL PANELS I I AND COPING BEYOND. I I PROVIDE INSECT/ TERMITE TREATMENT PER COLOR 1 I I BONDED (WARRANTED) AUTHORIZED INSTALLING _ I I SUBCONTRACTOR AND LL IS TO FORWARD I PROOF OF SAME TO FDS. 12 I 1/2 ROOF PlT,, _. RAKE TRIM.( I - COLOR-4 t 74r ti ::� .ijj SEE OXED ';" U a. a :...,rrr �„ , INSULATION ((NOTE : I I NOTE: FAMILY DOLLAR MAY REQUIRE ROLL- DOWN - MTL PANEL I I SEE BOXED GATES AT DOORS AND WINDOWS. CONFIRM WITH TENANT COLOR-1 I 11'L6" AFF: TOP OF LIGHT FIXTURE INSULATION NOTE CONSTRUCTION REPRESENTATIVE IN ADVANCE IF ROLL- ( T01 BE AT 11'-6" A.F.F. DOWN GATES ARE A REQUIREMENT FOR SPECIFIC LOCATIONS SO SPECIFICATIONS CAN BE PROVIDED AND PEMB GIRT AT j THE DESIGN MODIFIED UP FRONT IF REQUIRED TO ALLOW 12'-0" A.F.F. I FOR ROLL- DOWN GATES. PEMB AND DESIGNER OF WHERE PLANT I RECORD TO COORDINATE FINAL UPPER WIND BEAM HEIGHT CALLS FOR o TO ALLOW FOR GRILLE HOUSING. 12'-0" HIGH FURRED WA SYSTEM. SYSTEM. I j I 4" CONCRETE SLAB ON COMPACTED FILL. I I SEE STRUCTURAL DRWGS. I I TUDS O 16" O.C. TO 12'-0" AFF PAD MOUNTf D I SECURED TO BUILDING STRUCTURE - PACKAGED IIIVAC I COVER W/ 1/2 "GWB PROVIDE CORNER MECHANICAL I BEAD AT TOP OF WALL FOR FINISHED UNITS. SEE I I EDGE. MECHANICAL( I DRAWINGS I I �\ UNPAINTED EXPOSED DUCTWORK. SEAL WATERTIGHT ALL PENETRATIONS INTO BUILDING . BUILDING CROSS SECTION A3 SCALE: 1 /4" = 1'- A I GC TO PROVIDE KEY BOX FOR LOCK ACCESS FEE DEVELOPMENT PROJECTS: SELF FURRING METAL LATH ATTACHED TO METAL DURING PUNCHOUT AND TURNOVER. COMBINATION INSTALLATION OF ROAD AND BUILDING SIGN MUST BE INCLUDED IN SIDING W/ #12 X 3/4" TEC SCREW 0 10 1/2" TO MATCH LAST FOUR DIGITS OF STORE NUMBER. GENERAL CONTRACTORS BID AND SCOPE OF WORK. O.C.E.W. FINISH NOTE: THE MATERIALS USED FOR THE EXTERIOR FINISH MUST BE APPROVED BY THE FAMILY DOLLAR STORE REPRESENTATIVE. MATCHING EXISTING NEARBY STRUCTURES MATERIALS MUST BE DESCRIBED FOR FAMILY DOLLAR STORE CONSIDERATION. CONSTRUCTION DETAILS MUST BE SEALED BY A LICENSED STATE STRUCTURAL ENGINEER Of QUALIFIED ARCHITECT. IF A METAL BUILDING IS USED, BUILDING REACTIONS MUST BE PROVIDED FOR STRUCTURAL ENGINEER TO DESIGN FOUNDATION. MINIMUM STRUCTURAL HEIGHT NOTE: THE MINIMUM CLEAR HEIGHT OF THE STRUCTURE OR OTHER OBSTRUCTION IS 12'-3" AT EXTERIOR WALL AND EAVE LOCATIONS. A MAINFRAME BEAM OR BAR JOIST VERTICAL THICKNESS IS TO BE CALCULATED BY A LICENSED STRUCTURAL ENGINEER. AT THE ENTRY WALL PROVIDE MIN. 14'-1" CLEARANCE AT CENTER AS SHOWN ON BUILDING SECTIONS. DUCTWDRK CLEARANCES SHOWN ON BUILDING SEC11ONS ARE MIN. 12'-0" TO BOTTOM OF DUCTS. ALL STRUCTURAL ELEMENTS REQUIRING DEPTH THAT MAY INTERFERE WITH UGHT AND DUCT PLACEMENT ARE TO GROW UP RATHER THEN DOWN INTO SPACE. NO WOOD STRUCTURES ALLOWED. NOTE: ALL STRUCTURAL COMPONENTS MUST BE CLEAN AND FREE OF RUST. PROVIDE PAINT TOUCH UP IF REQUIRED. METAL ROOF NOTE: NO ROOF PENETRATIONS ARE ALLOWED IN METAL ROOF. IF HVAC IS ON ROOF, UNUZE CLIP SYSTEM TO STANDING SEAM ROOF TO AVOID PENETRATIONS AND RUN SERVICE LINES TO NEAREST EDGE TO PENETRATE WALL WITH WATER PROOF SEALANT SYSTEM. PROVIDE INSECT/ TERMITE TREATMENT PER BONDED (WARRANTED) AUTHORIZED INSTALLING SUBCONTRACTOR AND U. IS TO FORWARD PROOF OF SAME TO FDS. VINYL FLOORING NOTE: -G.C. TO CLEAN AND WAX VCT PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS (WHERE PERMISSIBLE) PRIOR TO DELIVERY TO FAMILY DOLLAR STORE. A.C.T. NOTE: -GENERAL CONTRACTOR SHALL VERIFY ALL SEISMIC REQUIREMENTS FOR THE CONSTRUCTION. ALL ACOUSTICAL PANEL CEILING INSTALLATIONS SHALL COMPLY WITH THE CISCA REQUIREMENTS FOR THE REGION IN WHICH THE PROJECT IS CONSTRUCTED. -IF A GYPSUM BOARD CEILING IS REQUIRED IN LIEU OF AN A.C.T. CEILING BY LOCAL REQUIREMENTS, A 36"x36" ACCESS PANEL SHALL BE PROVIDED. PAINT GYPSUM CEILING AND ACCESS PANEL P-3 SITE SOILS NOTE: GEOTECHNICAL INVESTIGATION RECOMMENDATIONS OF THE SOIL BELOW THE BUILDING AND PARKING LOT ARE TO BE FOLLOWED, AS WELL AS ANY COMPLIANCE WITH DOT STANDARDS FOR SITE WORK, AS REQUIRED. FOLLOW RECOMMENDATIONS OF SOILS REPORT FOR EACH SPECIFIC SITE. L.L. RESPONSIBLE FOR BORINGS 0 FINAL BLDG. LOCATION CHOSEN. VERIFY GRADING PER CIVIL DRAWINGS. CONSULT ARCH/STRUCTURAL ENG. IF GRADING REQUIRES STEPPED FOOTINGS, PRIOR TO CONSTRUCTION. GUTTER HEAT TAPE NOTE: PROVIDE HEAT TAPE FOR ALL GUTTERS IN NORTHERN REGIONS SUBJECT TO FREEZING AS DETERMINED BY DESIGNER OF RECORD. PROVIDE AUTOMATIC MOISTURE/TEMPERATURE CONTROLLER. SNOW GUARD NOTE: AS DETERMINED BY DESIGNER OF RECORD: PROVIDE SNOW GUARDS BY ICE BLOX INC. OR APPROVED EQUAL -TYPE CLEAR PLASTIC POLY CARBONATE FULLY ADHERED TO STANDING SEAM METAL ROOF PANELS PER MANUFACTURES REQUIREMENTS. CONTACT DEREK GAMBLE AT 1-800-766-5291 FOR MORE INFORMATION. DESIGNER OF RECORD TO DETERMINE WHICH STORE LOCATIONS WILL REQUIRE GUARDS AS WELL AS NUMBER AND LAYOUT IN CONSULTATION WITH THE MANUFACTURE. FOR LOCATIONS WITH GREATER THAN 60 PSF GROUND SNOW LOAD, PROVIDE GALVANIZED SNOWBAR RAIL SYSTEM WITH S.S. CLIPS. THESE P NS AND ALL PROPOSED WORK ARE S JE3T TO ANY COF.I RE,CTIONS flEQUI D BY FIELD INSPECTORS THAT ­. FMAY E NECESSARY IN ORDER TO COIJII WITH ALL A,)r^LICABLE COflfS. i 12'-0" AFF: NOTE NO DUCTWORK OR MECHANICAL EQUIPMENT TO BE LESS THAN 12'-0" ABOVE FINISHED FLOOR IN SALES AREA. (4) 3/4• Du X V-6• Am 3a FELT ANCHOR MILTS W/ EHD PLATE �� �'� yr " r : r WELDED m Tm is E CITE HAOiPM SL2E AND D M ,00-o' Sf`EC W/ L,I Z"= TO^ 0- SLAB STRUCTURAL EMMMM SEE FLAN ® :OP OF P G WW H RIFE SCHEDULE FOR SIZE II II ® AND REINFORCING PROVIDE WATERTIGHT SEAL BETWEEN BLDG. ROOF AND WALL. /— (TYP) LLL IS RE RED ABOVE THE BULKHEAC THE STOR FRONT OVER TO CORNERS. I / REFER TO STOREFRONT NOTES ON SHEET 1" INSULATED -TEMPERED GLASS IN CLEAR ANODIZED ALUMINUM FRAME " N I i 0 I n 0 0 i N ' PLUS }" SHIM2 EQ 2" 1 EQ 2" EACH SIDE - 0 1 0'-0" PLUS }" SHIM EACH SIDE 7 FOUNDATIONS AND SLAB - REFER TO STRUCTURAL ENGINEERING DRAWINGS (D m M D L (h � � J OMi 6MJ LJJ z ry LL cO tO N �¢�� LLJ o di =� �i------\\ II \ a F- LLJ U5 z —µSEAL GWB 11GH1' AF'0UNID DUCTWORK. I I I. Q W J I A i I I m J I f I I z ¢ Awe � oq I r I z I I U v �o"� 4i E 3 %" STUD WALL W/ }" GYP I I ¢ 3 t ON BOTH SIDES TO A.C.T. LAY -IN CEILIN OR UNDERSIDE OF ROOF DECK. HARD CEILING ABOVE I OFFICE, RESTROOMS fND 0 VESTIBULE AREA I I I I V I 3 4§" STUDS O 16" O.C.ITO I LU UNDERSIDE OF CEILING II} I U TOILET VESTIBULE AREA tXEPT WHERE NOTED ON PLAN ITO I EXTEND TO UNDERSIDE CIF I STRUCTURE. - COVER WY 1/2" I a GWB I SIEE BOXED INSULATION NOV I I m I O SALES SUPPORT AREA I o NO HIGH PILED STORAGE PER 2012-IFC. NO STORAGE GREATER Lu THAN 12 FT. NO HIGH HAZARD COMMODITIES ABOVE 6 FT. \\ / W 2 W INSULATION NOTE: W INSULATION VALUES SHA:LLN:OTIEESS :THA:NTIE FOLLOWING: Z CD LU W LU PEMB WALL INSULATION: H=- ......1 -1 r.,,,, .. , ...n nr, rnr uAu ,r Ann ,nrn nV nirnu A, nrnnu iun rA.", V nn, 1 AD Cr1 rnr worm rAODIn MATERIALS ARE TO BE APPROVED BY FAMILY DOLLAR STORE. COLORS ARE CRITICAL O AND MUST BE APPROVED BY FAMILY DOLLAR STORE REPRESENTATIVE IF THEY DIFFER X TE R I O R FINISH SCHEDULEX FROM THE BENJAMIN MOORE COLORS SHOWN BELOW. NO. AREA TYPE COATS COLOR MID -WEST - PBA PANEL MID --WEST COLOR "SADDLE TAN" 1 METAL WALL PANELS NUCOR - ACCENT PANEL PRE -FINISHED NUCOR COLOR "SAGEBRUSH TAN" VP - VEE RIB PANEL VP COLOR "TAN" BENJAMIN MOORE MATCHING COLOR "FD BM DARK SAND" 2 CANOPY FABRIC ON ALUMINUM PRE -FINISHED BY TRIVANTAGE. PRODUCT: NITE-LITE #2603. COLOR RED. FRAME 3 7/8" THICK OVER PAPER MOUNTED TO PEMB REVERSE 'R' PANELS. REFER TO SHEET A-7 FOR STUCCO - SMOOTH TEXTURE BACKED METAL LATH 3 DETAILS. MATCH "FD BM LIGHT SAND" MID -WEST COLOR "SADDLE TAN" 4 DOORS, GUTTERS, DOWNSPOUTS, MTL. TRIM & METAL BUILDING PRE -FINISHED NUCOR COLOR "SAGEBRUSH TAN" PARAPET COPING MANUFACTURER - - --- - VP COLOR "TAN" BENJAMIN MOORE MATCHING COLOR "FD BM DARK SAND" 7/8" THICK OVER PAPER MOUNTED TO PEMB REVERSE 'R' PANELS. REFER TO SHEET A-7 FOR 5 STUCCO - MEDIUM TEXTURE BACKED METAL LATH 3 DETAIL-S. BENJAMIN MOORE MATCHING COLOR: "FD BM DARK SAND" 6 STEEL BOLLARDS EXTERIOR LATEX 2 MATCH BENJAMIN MOORE "FD BM SAFETY RED" 7 METAL ROOF STANDING SEAM PRE -FINISHED COOL ARCTIC WHITE (PRE -FINISHED) (PROVIDE 20 YEAR WEATHER TIGHTNESS WARRANTY FOR ALL PROJECTS) 8 METAL WALL PANEL (INTERIOR VERTICAL NARROW PRE -FINISHED GALVALUME CORRUGATED MANUFACTURER'S STANDARD MOUNTED TO PEMB REVERSE 'R' 9 STUCCO -MEDIUM TEXTURE 7/8" THICK OVER PAPER 3 PANELS. REFER TO SHEET A-7 FOR DETAILS. MATCH BENJAMIN BACKED METAL LATH MOORE "BM SAFETY RED" MOUNTED TO PEMB REVERSE 'R' PANELS. REFER TO SHEET A-7 FOR 10 _ STUCCO ROUGH TEXTURE 7/8" THICK OVER PAPER 3 DETAILS. MATCH BENJAMIN MOORE "FD BM DARK SAND" BACKED METAL LATH MANUFACTURER'S STANDARD MOUNTED TO PEMB REVERSE 'R' 11 STUCCO - MEDIUM TEXTURE 7/8" THICK OVER PAPER 3 PANELS. REFER TO SHEET A-7 FOR DETAILS. MATCH BENJAMIN BACKED METAL LATH MOORE "FD BM KHAKI" EXTERIOR FINISH NOTES: 1-REFER TO PAINT ORDERING INSTRUCTIONS ON SHEET T-1 2-EXTERIOR PAINT (OTHER THAN TRAFFIC PAINT) -BENJAMIN MOORE: ULTRA SPEC HP DTM ACRYLIC SEMI -GLOSS ENAMEL - HP29 3-TRAFFIC PAINT-BENJAMIN MOORE LATEX TRAFFIC PAINT TD58 J J Cn 0 W M O co m N M LU O = > w ¢ Q Q Z L � z C/) CO 00 O Q Z C I Z A C'D w t U � I,: N LU U) Lu ',; W O N i -0 i 0 0 CD U) 2i Cr LU a- J X ;I 0 d ' 0 00 LU w Q - �- O iI w >— O Lo LJL a -� w N Lii U Z C-C G ¢ w 0 Q Ca - a H- ILL CO LL. c7 9 LL GENERAL FINISH NOTES: SEAL o 1. ALL MATERIALS SHALL BE FLAME SPREAD RATED AND/OR u0 `I /Q FIRE RATED PER LOCAL CODES - CONTRACTOR TO VERIFY FOR EACH JOB LOCATION. ���,;tP.' Q. H(��, C7; W O •: 2. PAINTER TO APPLY ONE COAT PRIMER AND TWO COATS > W •¢ FINISH COLOR TO ALL PAINTED WALLS AND NOTED >Ar =_: • " SURFACES. CO ' --�A 3. G.C. TO LEAVE ON SITE -ONE FULL GALLON OF EACH W ); AR98913 U PAINT COLOR/TYPE USED FOR INTERIOR AND EXTERIOR (�C p t� GRIC�P 2 9 �0}� WORK. C()Lu ,I 4. PAINT H.M. CASED OPENING BETWEEN SALES AND crII HA VESTIBILE COLOR # 2-ALL SIDES. CL F 5. ALL HOLES ON THE INTERIOR OF THE SPACE TO BE W,7777777777 SEALED,INCLUDING THE WALLS AND FLOOR. INSTALL A U METAL GRILLE OVER OPEN ENDED PIPES. J RELEASE 6. INSTALL FRP (GLASBORD # 85 - WHITE W/ PEBBLED EMBOSSED FINISH, BY CRANE COMPOSITES OR EQUAL) (FORMALLY KEMUTE) TO 4'-0" A.F.F. ON ALL WALL SURFACES IN THE RESTROOMS. INSTALL FRP TO 4'-0" A.F.F. BEHIND THE MOP SINK AND WATER COOLER A MINIMUM OF 1 FT TO EACH SIDE. COMPLETE FRP W/ TRIP CAP ON TOP, SIDES, CORNERS AND JOINTS, INCLUDING CAULKING AS RED. BY MFG. VERIFY LOCAL CODE FOR ADDITIONAL APPLICATION IF REQ. 7. G.C. OR PAINT CONTRACTOR: REFER TO PAINT ORDERING INSTRUCTIONS ON SHEET T-1 FAMILY DOLLAR REVIEW STAMP ❑ "REVIEWED" ❑ "DISAPPROVED - RESUBMIT" _ All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) URIC CO. COMMENTS 08-22-17 11 ©CO. i E COMMENTS 09-20-17 is 1. '{r PROJECT N0. 2017-058 F ISSUE DATE 07-12-17 , DRAWN CHECKED I'. HDH AE f' i A-3 r_ n, A j SEAL BUILDING WATERTIGHT WITH METAL BUILDING SYSTEMS. OL T.O. PARAPET FRAMING 24'-8" i MTL BLDG. PURLINS PROVIDED BY MTL, BLDG. MFG. IFS OR STUCCO CORNICE - E/ MTL. ROOF FLASHING PROVIDED CONTRACTORS OPTION 1 1 BY MTL, BLDGTMANUF. MTL. ROOFING PANELS OVER FRAMING PROVIDED BY MTL. G.C. TO VERIFY THAT SIGNAGE BLOCKING HAS BEEN COORDINATED WITH THE SIGNAGE COMPANY AND INSTALLED BEFORE APPLYING WALL FINISH 7/8" STUCCO FINISH ON PAPER BACKED SELF FURRING METAL LATH OVER INVERTED METAL PANELS RAISED EIFS OR STUCCO BANDS AT CONTRACTOR'S OPTION FABRIC AWNING (DESIGNED BY AWNING PROVIDER) FASTENED SECURELY TO WALL, WALL MOUNTED EXTERIOR LIGHTS. SEE ELECTRICAL DRWGS. 10'-0 AFF WALL MOUNTED EMERGENCY LIGHT MOUNTED OVER DOOR PER CODE. PEMB GIRT AND ANGLE CLIP — 1/2" ASPHALT-IMPREG. EXPANSION JOINT MATERIAL AT INTERSECTION OF BUILDING SLAB AND SIDEWALK. BLDG. MFG. R-25 REINF. VINYL -FACED INSULATION BETWEEN ROOF PURLIN FRAMING AND R-11 INSULATION DRAPED OVER THE PURLINS. REFER TO INSULATION NOTE SHEET A-3 1 T.O. GIRTS ! RUNy" GWB TIGHT TO VARIES OILi UNDERSIDE OF STRUCTURE AND PROVIDE CONTINUOUS SEALANT AT DEFLECTION TRACK JOINT. PROVIDE 3 Y8" 20 GAUGE METAL STUDS 16" O.C. SECURED TO PEMB STRUCTURE, SHEATH W/ 112" GWB. PRE-ENGINEERED STRUCTURE � WI R-30 BATT. INSULATION SECURITY GRILLES ARE REQUIRED BY FAMILY DOLLAR CONSTRUCTION PROJECT MANAGER BASED ON THE STORE RISK CLASS, SECURE VERTICAL TRACKS TO BLOCKING IN STUD WALL. CASI G BEAD REFER TO A.4 FOR REQUIREMENTS WITH GRILLE MFR. ACOUSTIC CEILIN ' ` 10'-01, CAULK TO MATCH ADJACENT 3"" 20 GA FRAMING @ PAINTED SURFACES STOREFRONT TOP FRAME ATTACHED TO MTL. BLDG. FRAMING SUPPORT CHANNEL Wi #12 SCREWS AT 24" C/C OR AS REQ'D BY STOREFRONT SYSTEM MANUFACTURER OR PER APPROVED NCA, WHICHEVER IS MORE STRINGET n I SWINGING ENTRY DOOR SYSTEM WITH THRESHOLD EXTENDED OUT OVER SIDEWALK SLAB. 6 MIL MINIMUM POLYETHYLENE VAPOR BARRIER 1 Wall Section A30 SCALE: 1/2" = V - 0" INSTALL VINYL BASE AFTER TENANT FIXTURES HAVE BEEN INSTALLED CONIC. SLAB RE: STRUCT. DWGS. & FINISH FLOOR SPECIFICATIONS 24" C MAX W/ }'GWB FINS -PROVIDE TRACK TOP ND BOTTOM FIN. LOOR 0�-0t 6 MIINIMUM POLYVINYL VAP BARRIER ; 2 Wall Section 202 SCALE: 1/2" = T - 0" R-30 BATT. INSULATION 7/8" STUCCO FINISH ON PAPER BACKED SELF FURRING METAL LATH OVER INVERTED METAL PANELS ---RAISED EIFS OR STUCCO WATER TABLE AT CONTRACTOR'S OPTION fV FRAMING 15'-0" 7/8" STUCCO FINISH ON PAPER BACKED SELF FURRING METAL LATH OVER INVERTED METAL PANELS — :P1.111111011 1/2" ASPHALT-IMPREG. EXPANSION JOINT Wall PARAPET WALL BEYOND OL T.O. PARAPET FRA ING 19'-6" MTL. ROOFING PANELS OVER FRAMING BY MTL. J BLDG.MANUF. — R-25 REINF. VINYL -FACED INSULATION BETWEEN ROOF PURLIN FRAMING AND R-11 DRAPEDOVERTHE PURLINS. REFER TO INSULATION NOTE SHEET A-3 F 3 t''" X 20 GA FRAMING @ DUCT 2'-0" OC MAX W/ }'GWB FINSIH- PROVIDE TRACK TOP AND BOTTOM 3 Wall Section A302 SCALE: 112" = 1'- 0" R 3`��i INSULATION `r CONC. SLAB RE: STRUCT. DWGS. 7/8" STUCCO FINISH ON PAPER BACKED SELF s FURRING METAL LATH OVER INVERTED METAL PANELS I — i 3t"' X 20 GA FRAMING @ 2'-0" OC MAX W/ }'GWB FINSIH- PROVIDE TRACK TOP AND BOTTOM I i i ( ( I ( ( ( I i i THESE PLANS AND ALL PROPOSED VJO1 I( ARE SUBJECT TO ANY COPRECTIONS `REQUIRED BY FIELD UVEC}'ORS THAT "AAY BE NCCESSARY IN ORD2R TO COMPLY WITH ALL APPLICABLE CCOEB. 4 Wall Section A302 SCALE: 1/2" =1' - 0" RAISED EIFS OR STUCCO BANDS AT CONTRACTOR'S OPTION 7/8" RAISED STUCCO OVER (1) LAYERS OF 3/4" DENSGLASS GOLD SHEATHING. ATTACH SHEATHING W/ #10 SCREWS AT 6" O.C. AT PERIMETER AND 12" O.C. IN THE FIELD. PERFINISHED METAL BAHAMIAN LOUVER OVER 7/8" STUCCO OVER (1) LAYERS OF 3/4" DENSGLASS GOLD SHEATHING. ATTACH SHEATHING WI #10 SCREWS AT 6" O.C. AT PERIMETER AND 12" O.C. IN THE FIELD, RAISED EIFS OR STUCCO WATER TABLE AT CONTRACTOR'S OPTION N FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to pltlh deviation will be indicated with the following circled initials : ) LU z m LL D) Z z IU I o c t.J LL LU Uj ti I— LJJ C/) = Z ( Z z Q LU _3 (m 1 134 Wt�0 r� N N W Z Z N IJL O D7 Z w t 0wo o N H O w o N U M O �IL Qd NinaLL rjr w U 0 W VJ 00 j O H H- O Lu Lu ¢ Q w m o I=-• N M z Z = LU O j LL Uj U5 a ¢ 0 w Z LU z W U U) N ED W' Q W " co D C U ' 0 w O LU U) H O o O W Q oJ X J O 0- O a0 Elf O w'— L6 LL a J � o w < z 0 W U LK z W ¢ W F- Q /� � d d LL {i cNY) Lz CD Er- - a O U H U) Lu w U w J U) Ir Lu w U) RELEASE p. HUTl �09 .• AR98913 21 2017,,;�``' UAIC © CO. COMMENTS 09-20-17 PROJECT NO. 2017-058 '.-�—Pi(Sestiny�typry4PINAt L!1"�"n541itVNItHNIIVI tAiluntl ektlW R ISSUE DATE 07-12-17 DRAWN CHECKED RF DD PROJECT NO. 2017-058 '.-�—Pi(Sestiny�typry4PINAt L!1"�"n541itVNItHNIIVI tAiluntl ektlW R ISSUE DATE 07-12-17 DRAWN CHECKED RF DD 1 n+ FULL MERCH. PANEL (2)3'WX16"DX48" H- 15" SHELF W/ (2) POWER PANELS SECONDARY REGIST 2ND PRIORITY-MER( FULL MERCH. PANEL PRIMARY REGISTER 1ST PRIORITY-MERCH. / EACH CHECKOUT HAS TWO DIMENSIONED / CORNERS. THE DIMENSION LINES ARE PULLED FROMTHE TOE KICKS, CIRCLED. FULL MERCH. PANEL �4=�441 1 ROLLING GRILLE N.T.S. SWING GATE Deck - A Hold — Dowri Pi /` 0 R !" »1 i To install / De Decks, ' ' 1I 1 tilt upward 1 and hook rear molding ( behind deck -� - hold down pin. DEPTH OF BASE DEOC Deck must all on lock ._ lab on BET Install Base Decks and Shelves as shown. Be sure Base End Trim (BET) is installed before installing Base Decks k7i 0- 0 LLI O 0 ILL z 0 m Lu o F=— O RUN GWB WALL TIGHT TO UNDERSIDE OF STRUCTURE ABOVE NOTE: FAMILY DOLLAR REQUIRES ROLL— DOWN GATES AT DOORS AND WINDOWS. ALUMINUM AND — GLASS WINDOW SALES ELEVATION 1/8" - V—O" 11 GONDOLA SHELVING DETAIL N.T.S. SEAL GWB TIGHT AROUND DUCTS & OTHER — O PENETRATIONS.. 8" 2'-0"MIN. LEFT SIDE 2S ELEVATION 1/8• - V-0, EXIT DOOR WALL R BRIGHT RED REFLECTIVE COLOR WITH WHITE ENTRY DOOR LETTERING FINISHED FLOOR NOTE: DETAIL IS MEANT AS A GENERAL GUIDELINE. REFER TO LOCAL MUNICIPALITY FOR SIGN TYPE, VERBAGE AND DIMENSIONS. MALTESE CROSS FIRE SYMBOL NOT TO Si GATE IERCH. PANEL 'X 16" D X 42" H - 15" SHELF F THE WEEK TRAY 'REGISTER UORITY - MERCH. 'HECKOUT HAS TWO DIMENSIONED CORNERS. THE DIMENSION LINES ARE PULLED FROMTHE TOE KICKS, CIRCLED. FULL MERCH. PANEL 3'WX16"DX48"H-15"SHELF NOTES: 1. CHECK OUT FIXTURE SUPPLIED BY FAMILY DOLLAR STORES 2. G.C. TO REFER TO VENDOR'S SPEC SHEETS FOR CURRENT CABINET LAYOUT AND DIMENSIONS 3. 36" WIDE x 34" HIGH PORTION OF COUNTER AREA (AT ACCESSIBLE AISLE) 4. NUMBER OF AND DIMENSION OF COUNTER TO BE ACCESSIBLE PER CODE, COUNTER -HAVE A PORTION WHICH IS 36" WIDE (MIN.) AND 34" - 46" HIGH (MAX.) PER CODE I CHECK OUT PLAN NOT TO SCALE OPEN TO VE BULE AREA 3'-0" x 7'-0" H.M. CASED OPENING (0 STOPS OR RABBETS) BUILD WALL TO STRUCTURE ABOVE SEPARATING OFFICE AREA AND SALES SUPPORT AREA. SALES ELEVATION 1/8' - V-0. OFFICE/SUPP06 1. GC TO ASSEMBLE & INSTALL THE FAMILY DOLLAR SUPPLIED CASH WRAP USING THE LATEST ASSEMBLY INSTRUCTIONS PROVIDED BY FAMILY DOLLAR. REFER TO ELECTRICAL DRWGS. FOR WIRING INFORMATION. THE POWER DISTRIBUTION SYSTEM WILL BE DELIVERED WITH THE CASH WRAPS.THE GC WILL INSTALL THE NEW POWER DISTRIBUTION. THE GC WILL INSTALL THE PANCAKE STRIPS PROVIDED BY FAMILY DOLLAR FROM THE WALL TO THE CASH WRAP AND BEHIND THE COOLERS. LOW VOLTAGE/SECURITY SYSTEMS 1. GC TO COORDINATE THE INSTALLATION OF THE LOW VOLTAGE WIRING USING FAMILY DOLLAR'S CLOSED SPEC VENDOR 2. GC WILL COORDINATE LANDING OF PHONE AND DATA LINES. 3. GC WILL COORDINATE THE INSTALLATION OF THE COOLER/FREEZERS USING FAMILY DOLLAR'S CLOSED SPEC VENDORS 4. GC WILL BE POINT OF CONTACT FOR INSTALLATION OF LOW VOLTAGE WIRING. 5. GC WILL MAKE AVAILABLE INTERIOR LIFTS FOR THE INSTALLATION OF THE LOW VOLTAGE WIRING. 6. GC WILL HAND OVER THE STORE TO FAMILY DOLLAR WITH A CofO. A- IF FIXTURE.MERCANDISE INSPECTIONS ARE REQUIRED, A TCO WILL BE ACCEPTABLE AT POSSESSION. 7. GC WILL CONTACT FAMILY DOLLAR FOR THE LATEST CONSTRUCTION ADVISORY REQUIREMENTS AND INCLUDE THEM AS PART OF HIS CONTRACT AND BUDGET FOR THIS PROJECT. 'q THESE PLAINS AND ALL PROPOSSD WORK ARE SUBJECT TO ANY CORRECTIONS "REQUIRED BY FIELD INSPECTORS THAT v. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPL}CABLE CODES, ���' '� ' l'. J�j r n°.r P di'.n.r M oli': BUILD WALL TO 12'-0" A.F.F. GWB WALL TO UNDERSIDE OF STRUCTURE w U Z w x IN Stainless Lu I' wr Lu ! O C/) i. =li _ � �}iP:1?iC;3lfork� Lu ;, leg posts adjust up to IX in either direction for a- strongfitand easy removal 0 „ built In wrench for quick, on -site adjustments d c Integrated handle for easy carrying and positioning ' t _-'1 1'r W 301 _ " Installs quickly and securely with our Patented flange 203,mm • ' l` ! anchor system—erminate5 messy adhesives 76mrn 76mm O 4.6' 111mm J Sf+ tt Ll'ur 117: ¢ Available to ship within 2 weeks: 117. _ Z 8" Height; GARD-8SS ��, < 12" Height: GARD-1256 18" Height: GARD-I8-SS 'I. 24" Ig• -- 610mm d' 24" Height: GARD-24-SS i 457mm :. 0- All sizes include 2 flange anchor kits and a - .j O built-in wrench for leg post adjustments. 3 ' 3 U) 76mm .._,, 4 fi" 76mm `-.._-' 4.6" ~ 117. 117mm w W rn w k J N Patent numbers 7,687790: 7.507051; 6,260,237 1 w Of ns X (D m M ON W z L_ N m LL 0 O N rn m W Co ` 0E U�> Lij WZ 0 Z Q W J a m J Y cD p Z O Ol a z 2 t0 u- co 91 i o 4 L Q U N � •V N y sNN y o g N O^ M no d O � p N N .E Y Q N a Q r, O U � . L t0 N rn LL LL J J 0 ty ry MQ W M 0 �/ V) 00 0 M z ¢ W o > LL L n 2i 0— z w a Up Z z � C.110 N co 0 O I"C7 LC') ti M ti N O LLJ U) a� 00 i O J X .J O 0 w O 1 i ZJ �O N o Lu w W Q W d U— 0— C Us. SEAL ' FLO 9�� G 272017 01 II9b'h�DYTER III FL REG. AR98913 !, :W ,ate --_ 1212 ".>`.J.,_.,�. ...,.� ._�.,�. �.-_�_ _.-__.z � RELEASE PROVIDE GARD-24—SS FLOOR GUARDS BY MCCUE (OR APPVD FOS EQUAL) BELOW SCANNER BOXES AND FIRE EXTINGUISHERS THAT PROTRUDE MORE THAN 4" BEYOND COLUMN OR WALL FACE. NOT ALL STORES WALL HAVE SCANNER BOXES OR F.E.s THAT PROTRUDE BEYOND 4". CONSULT WITH LOCAL OFFICIALS IN DETERMINING IF SCANNER BOXES ARE REQUIRED & WHAT F.E. SIZE IS REQUIRED. MOUNT FLOOR GUARD PER MANUFACTURES REQUIREMENTS. BUMPER GUARD NO SCALE FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) IAICO. COMMENTS DATE 2-17 PARKING MUTCD Igo R7-8 OPTIONAL COMBINED RESERVED I 12" X SIGN ALLOWED IF BTM. PARKING 18" IS 5"-0" MIN. ABOVE !, PAVEMENT. I VAN R7-8A MAXIMUM PENALTY 0 12" X 6" SHOULD BE STATED 0 PER EACH LOCAL LO 0 M AUTHORITY z z ALTY M R7-8D MAXIMUM f — 12" X B" m 1 PENALTY - O ; O 0 PAINT (OWNER 11, o TO SELECT 0 o COLOR) NOTES PAVEMENT/GRASS (NOT SIDEWALK) 1. MOUNT POST IN SIDEWALK. PROVIDE PROTECTION FOR POST. 2. PAINT STEEL/ METAL POST TO MATCH BUILDING. ( CMLD STD. # 50.10A) (a�HC PARKING SIGNAGE NO TO SCALE TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF PROJIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED SPACES REWIRED TO BE VAN ACCESSIBLE I TO 28 1 1 26 TO SO 2 1 51 TO 75 3 1 76 TO 100 4 1 101 M LBO B 1 151 M 200 B I 201 TO 3W 7 1 301 M 400 B 1 01 M 500 9 2 "I TO 1D00 2x OF IOFAL 1 IN EVERY B ACCESSIBLE SPACES 1001 AND OVER 20 PANS 1 FOR 1 IN EVER! 8 FirCll 100 Q,'F3t 1000 ACCESSIBLE SPACES SECTION 4.1.2 (S) OF THE AMERICANS WRN DISABIMRES ACT (ACT). SEE 4,1.2,1 (G) MR MEDICAL CANE FACMIES ROUTE 3) 11 Y ONE DUr OF E,ER1' SORT B CESSiBLE SPACES, BUT NOT LESS THAN ONE, IS R PMKING SPACE PAVEMENT IRED TO BE VAN ACCESSIBLE. MARKINGS RESERVED PARKING RESERVED PARKING MUTCD MUTCD yDg6 �_� ® 12.18' 12.14 ® R —Ba 1. ALL 1Yxie• Aci:mii SIGNS R]—Ba ! R7-1 SNAll BE MOUNTED AT ]FEET FROM CRANE TO BOTTOM EDGE OF FACE (MUTCD). MMC Hi CAN BE REDUCED 10 B FEET IF PLACED IN AN AREA BEtWUN SIOE%ALK AND BUILDING FACE IN WHICH PmESIRVNS ME NOT EXPECTED M USE 2. REFER TO MANUAL. ON UNIFORM 1PMTIC CONTROL DEVICES, VAN I2•xB• R]—BD MAXIMUM 12•xB• U.S. DEPARTMENT OF TMNSPOWARON AND STATE DEPAAIMENT OF 1MNSPORTAl10N SUPPLEMENT. ACCESSIBLE R]—BF PENALTY $ 250 3. F ACCESSIBLE ROUTE IS A BASED SIDEWALK AREA, THEN MA%IMUM 12.M. SEE PENALTY STANDARD NO. 00.100 FO $ 250 R]—BD SUPPLENSNFAL SIGN MAL SEE STANDARD NO. WASS ! SOAOC FOR SUPPLEMENTAL SIGN DUAL VENT LOCAL EXAMPLES OF ACCESSIBLE PARKING AND LAND DEVBLOPI[BNT STAMAEDg SIGNAGE STANDARDS NOTE: H/C SIGN(S) REFER TO SIGNAGE DETAIL NO RAMP RED. WHEN CONC. IS FLUSH W/ FFLAT � ABOVE ` ASPHALT PARKING AREA. ' F NOTE 5—IY FLAT rJ ALI. HANDICAP SPECIFICATIONS SHALL BE A CONCRETE ? CONTINUE SIDEWALK ` SIDEWALK. REFE CONCRETE TO BUILDING AT H.C. OPTION DEPTH Z'S 1'IN Ir EWALK 1-IN jr RAMPS AND FLAT NOTES ON C-2 b ---►• �-- AREA. I 8 F7. MIN. FOR T. DETECTABLE WARNING NOTE: CURB HT. MARKED CROSSING THAT ARE RAISED TO ........ ...... THE SAME LEVEL AS THE ADJOINING SIDEWALK SHALL BE PRECEDED BY A 24" TW. CONC. DEEP DETECTABLE WARNING EXTENDED THE ASPHALT SURFACE EA. SIDE FULL WIDTH OF THE MARKED CROSSING. PARKING OF AGGREGATE THE DETECTABLE WARNING SHALL BE LOCATED SO THE EDGE NEAREST THE CURB 7p LINE IS 6" TO 8" FROM THE CURB LANE. b DETECTABLE WARNINGS SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT SURFACES, EITHER LIGHT —ON —DARK OR DARK —ON —LIGHT. PAINT STRIPES DETECTABLE WARNING SURFACES SHALL 4"WIDE O 2'O.0 HAVE TRUNCATED DOMES WITH BASE DIAMETER OF .9" MIN. TO 1.4" MAX. AND A TOP DIAMETER OF 50% MIN. TO 65% MAX OF THE BASE DIAMETER. _ HEIGHT SHALL BE .2". SPACING SHALL BE A CENTER TO CENTER ��F-O� SF -OM BF_OF SPACING OF 1.6" MIN. AND 2.4" MAX AND A MIN. MIN. MIN. BASE TO BASE SPACING OF .65" MIN, FOR CAR MEASURED BETWEEN THE MOST ADJACENT DOMES ON THE GRID. VAN ACCfS91BLE 9P 4 li oV v G.C. TO VERIFY THAT CIVIL SITE PLAN MEETS OR EXCEEDS THESE REQUIREMENTS. ENLARGED RAMP PLAN NTS AT PARKING / SIDEWALK FRP TO 48" OVER N2" M.R. GWB, TYP. AT 42" GRAB BAR ALL TOILET ROOM WALLS 18" GRAB BAR 42" GRAB BAR 3'-4" 18" GRAB BAR TTT I 7„— o � o I 00 cV HOT WATER AND DRAIN L­--36" GRAB BAR PIPES TO BE INSULATED m TOILET AND VEST SECTION SCALE: 3/8" - 1'-0" PROVIDE 30" X 48" CUR. FL. N SPACE �c <OU S" n LAVATORY SHOWN MAY NOT ,. `�.;:• MATCH FIXTURE TO BE USED \\ IN PROJECT - SHOWN FOR DIMENSION ILLUSTRATION ONLY ALL GRAB BARS TO BE 1.25"0 — 1.5"0 I FRP TO 48" OVER Y2" -. M.R. GWB, TYP. AT, ALL TOILET ROOM WALLS-' 42 GRAB BAR - 36" GRAB BAR FLUSH CONTROL SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET I SIDEWALK I 71: 12 MAX. PAVEMENT CURB SECTION A -A RAMP DETAIL - ALTERNATE NITS AT PARKING / SIDEWALK 7'-5Y2 MIRROR — 18" x 36" REFLECTIVE SURFACE, BASE ® 40" ABOVE FIN. FL. ANGLE PER ADA SOAP DISPENSE ELEC. HAND DRYER 2"MIN] 24" MIN.. -, v3, 6" � o I � � I I M V_5" FOUNTAIN ACCESSORY APRON BY OASIS #035174-001 TO MEET THE ADA REQUIREMENT FOR PROTRUDING OBJECTS-307.2 HINGE JAMB STRIKE JAMB I SIGNS I I ROOM/SPACE I.D. SIGN IF THE ADJACENT WALL/ PARTITION SPACE CANNOT ACCOMMODATE THE SIGNS DESIGNATING PERMANENT IF NO WALL SPACE ADJACENT TO THE PHYSICAL SIZE OF THE SIGN, THEN IT ROOMS AND SPACES SHALL BE STRIKE JAMB IS AVAILABLE. THEN THE SHALL BE CENTERED ON THE DOOR LOCATED ADJACENT TO THE SIGNS) SHALL BE PLACED ON THE FACE AT A HEIGHT OF 60" TO THE STRIKE JAMB / LATCH SIDE OF NEAREST ADJACENT WALL OR PARTITION. CENTERLINE OF SIGNAGE THE DOOR ACCEPT WHEN SIGNDOOR THE MOUNTING LOCATIONISHOALL BE SUCH THAT A 4 JYP. INTERIOR SIGN PLACEMENT ROOM/SPACE PERSON CAN APPROACH TO WITHIN 3" OF THE No TO SCALE I.D. SIGNRo S SIGN WITHOUT ENCOUNTERING ANY PROTRUDING OBJECTS OR HAVING TO STAND WITHIN THE SWING OF A DOOR. GENERAL SIGNAGE NOTES: THE FOLLOWING ELEMENTS AND SPACES OF ACCESSIBLE BUILDINGS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL ACCESSIBILITY. ACCESSIBLE PASSENGER LOADING ZONES (SEE DETAIL 1 THIS SHEET) ACCESSIBLE ENTRANCES WHEN NOT ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE SIGNAGE COMPLYING WITH DETAIL 5 THIS SHEET INDICATING THE DIRECTION TO THE NEAREST ACCESSIBLE ENTRANCE. ACCESSIBLE TOILET AND BATHING FACILITIES WHEN NOT ALL ARE ACCESSIBLE (SEE DETAIL 6 THIS SHEET) SAFETY DEVICES DESIGNED AND INTENDED FOR PUBLIC USE (E.G., FIRE ALARM PULL STATIONS, MANUAL MECHANISMS ACTIVATION EMERGENCY SIGNALING DEVICES, FIRE EXTINGUISHERS, ETC.) SHALL BE IDENTIFIED WITH SIGNAGE COMPLYING WITH ALL NUMBERED NOTES (THIS SHEET) SIGNS IDENTIFYING TOILETS SHALL USE THE WORDS "MEN" AND "WOMEN" OR "MEN'S TOILET" AND "WOMEN'S TOILET" ONLY. MALE AND FEMALE CARICATURES (I.E., PICTOGRAMS) SHALL ALSO BE PROVIDED. IF PICTOGRAMS ARE PROVIDED, THEN THEY SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE PICTOGRAM BORDER DIMENSION (THE UNOBSTRUCTED FIELD WITHIN WHICH IT IS LOCATED) SHALL BE 6" MIN. FLOOR DRAINS ARE NOT ALLOWED IN THE REQUIRED TURNING RADIUS (WHICH ARE ESSENTIALLY MOST OF THE FLOOR IN A RESTROOM). FLOORS SHOULD BE LEVEL, CHANGES IN LEVEL ARE NOT PERMITTED. TERMINAT INTO DOOR FR ME FRP TO 4 " AT DRINKING FOUNTAINS 1'-7" SEE A-5 � o— o FOR ADA r1 I 1 I DIMS v N iv 6,rl�C]l N N TOILET AND VEST SECTION SCALE: 3/8. ~N aHC LAV DETAIL SCALE: 1/4' = 1'-0" CLEAR FLOOR SPACE 30' X 48' MIN, ALL DIMENSIONS CALLED OUT ARE MIN. —BOWL AND PIPES MUST BE STANDARDS FOR FAMILY DOLLAR AND TO CONTWAT R SUPPLY DRAIN HOTFINISHED SURFACES. IF LOCAL AUTHORITIES LINE SHALL BE INSULATED IF SKIRT NOT PROVIDED (TYP) REQUIRE GREATER THAN SHOWN; GC IS TO PROVIDE PER LOCAL REQUIREMENTS. (_9__'�HC FOUNTAIN DETAIL SCALE: 3/8' — 1'-0" FRP TO 48" AT MOP SINK END PANEL 10 MOP SINK DETAIL SCALE: 3/8' 1'-0" unn, ... Eap„ra - r2.ille— rr 1 }} n1Faaanrraaca.e�an Irst n. wansae a�n.ma r 1 �.,r wm,zxn r r 7.. d .. �Fi r, •> ��. t� IH y f, pa,l a d p JUw t«M1 tlo N4¢I4 ar ,I.1 _ rat zin �11 t � %11nf r. a � 9 1� n t90 laa'r arar. �,li stae L a a f..",in al r "in, M1 ... F', ire 04 2.41 Maneu B CI arancea at Mmn.l Swrngi.g Deere and Gafes y 106241 Me neuver n0 Clea,an a.d er."", Swlny nG Doors anB Gar— Depart ne t of Jaafica 2010 Standards: Title" 11 and 111-121 1 1 ... -- - ------ _ .. rzz zUttl9teodnmar Tilts read 111 Oryn,t rtneof ksl •a PUSH /PULL DOOR MANEUVERING CLEARANCES NOT TO SCALE ('5_�TYP. INTERIOR SIGN HEIGHT NO TO SCALE 2 i�6 ' S MEN'S TOILET 3 WOMEN TOILET 4 NUMBERED NOTES: 1. 6" MIN. BORDER DIMENSION— MALE/FEMALE FIGURES. 2• USE OF MALE/FEMALE CHARACTERS IS REQUIRED 3• LETTERS AND NUMBERS SHALL BE RAISED Y32" FROM THE BACKGROUND ON WHICH THEY ARE MOUNTED AND SHALL BE %" MIN. TO 2" MAX. IN HEIGHT. LETTERS SHALL BE CAPITAL LETTERS ONLY. LETTERS AND NUMERALS SHALL HAVE SHARPLY DEFINED EDGES AND MAY BE EITHER SANS SERIF OR SIMPLE SERIF. 4' ALPHABETIC / NUMERIC SIGNAGE SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. 5. LETTERS SHALL HAVE A WIDTH —TO —HEIGHT RATIO BETWEEN 3:5 AND 1:1. STROKE —WIDTH —TO —HEIGHT RATIO SHALL BE BETWEEN 1:5 AND 1:10. 6' ALL SIGNS SHALL HAVE LETTERS, NUMERALS, CHARACTERS AND THE BACKGROUND ON WHICH THEY ARE LOCATED IN AN EGGSHELL (SEMI —MATTE), MATTE (FLAT), OR OTHER NON —GLARE FINISH ONLY. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THE BACKGROUND ON WHICH THEY ARE MOUNTED EITHER BY HAVING LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 7' EXIT SIGNS AT EXIT DOORS SHALL INCLUDE RAISED BRAILLE IN ACCORDANCE WITH 2O10 ADA STANDARDS FOR ACCESSIBILITY DESIGN SECTION 703 AND 704 AND FOLLOW LOCAL AND STATE CODES. MOUNT PER INTERIOR SIGN HEIGHT NOTES ABOVE. TYP. INTERIOR SIGN NOTES NO TO SCALE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS "REOUIREU BY FIELD INSPECTORS THAT Ile BE NECESSARY IN ORDER TO COMPLY WITH ALL Ae'�PLICGiBI.E CODES. FAMILY DOLLAR REVIEW STAMP O "REVIEWED" "DISAPPROVED -RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) r^• , p N oG M A � W V J L J pj pM ry ILL_ c o n CO 1 M M z W CD s w w a LL H W U z /n v Z Q W J N C CQ J Y M � � � L L Z M N N Q2 V M 7 2 M 0 L V L U V N > N 11 VO O M y � N E ad N a i W J J U) 0_// I..f� W M CD `/� vJ — 00 M Z Q � LLTTI O y > ILL i Q Q Op z W z Z j / ) V N 00 of O " L0 ti M r I` 0 L11 � 00 O L I]:f -'1- O Q J X J O 0 oO 0 � O 1 LLLL Z J o Lu Lu L) CC N w JJ G 3 Q C Co ¢ 'LL0—MILL. D• ENii vi v" AROU13 ?k Owb 0 2 2Ot1, fv�� A-5 CONCRETE POLISHING SYSTEM PART 1GENERAL 1.01 SUMMARY A. Work in this section applies to polishing concrete floor surfaces to a desired finish with the incorporation of concrete densifier(s). B. Related Work: 1. Section Cast in Place Concrete 2. Section Concrete Hardening/Sealing 1.02 SUBMITTALS A. Submittal Package: Prior to commencement of work submit all product data sheets and M.S.D.S. B. Contract Closeout Submittals: Provide 2 copies of the recommended leaning and maintenance instructions for the installed floor system to the Owner's Representative. 1.03 QUALITY ASSURANCE A. Installer Qualifications: Installer shall be an established company regularly engaged in the installation of densified concrete floor system with a minimum of three (3) years' experience. Contractor shall furnish documentation regarding the successful completion of projects of similar magnitude and complexity. B. Single Source Responsibility: All required materials and installation personnel to be provided by the same company. C. The system manufacturer shall certify applicator. 1.04 DELIVERY, STORAGE AND HANDLING OF PRODUCT A. Delivered materials to the site shall be in factory -sealed containers, clearly labeled and marked with manufacturer's name, address, batch number, and date of manufacture. Material Safety Data Sheets must accompany materials upon arrival. B. Store materials in accordance with manufacturers printed instructions. Furthermore, materials to be used in conjunction with the application of this system shall be stored indoors, protected from damage and maintained at a temperature no lower than 55 degrees. 1.05 CONCRETE MIX DESIGN A. Concrete Mixture shall be 3000 PSI or higher, non -air entrained. 1. Any admixtures, plasticizers, or anything taking the place of Portland -based cement shall be kept to a minimum 2. Confirm there is NO Slag or Fly Ash in the mix as these materials will affect the polishing process. 3. The cement shall be Portland Cement Type 1, conforming to ASTM C 150. 4. Maintain concrete temperature below 85 degrees. Keep concrete as cool and moist for as long as possible. In essence, decrease rate of hydration and drying to minimize cracking. 5. Wet cures are most suitable, but if this cannot be achieved, use a dissipating cure and seal - keep in mind - if this has not dissipated before grinding has begun - extra cost may be added for its removal. 6. Use one source for cement, aggregates and pozzolans throughout the job. Monitor and control incoming material consistency. Do not use calcium chloride -based admixtures. Non -chloride admixtures may be used. 7. Wash out all drums before loading. Keep slumps consistent with a maximum of 5. Minimize driver added water maintaining a .45 water content ratio. 8. Place concrete to achieve as true and smooth a top surface as possible. Mounds or dips are not acceptable. GC shall control overall flatness and levelness, including on sloping areas to within tolerances permitted by specification - ASTM Ell 155. 9. Floor Flatness (FF) 40 +/- 5 - Floor Levelness (FL) 35 +/- 5. 10.Prepare construction joints: Joints saw cut spacing 30-35 at slab thickness (4" slab would have cuts 10' - 12' on center). Cuts 1/8" - 3/16" wide. Cut 1 /3 the concrete thickness is ideal. If a soft cut saw or an "early entry saw" is used the same day then 25% is typically adequate. If the cuts are done the next day then the full third is recommended. To leave concrete undamaged from sawing, conventional saw cutting must be delayed, usually 4 to 12 hours but not so long that uncontrolled cracking of concrete could occur. Fill all joints full depth with polyurea or equal. 11.Expansion joints:Use felt board with "Cap Strips" (see http://www.formtechinc.com/other expansionjoint.htm) when pouring to establish joint width and for easy removal. Fill joints with closed cell backer rod at least 125% larger- than joint width. Caulk with Pecora' DynaFlex Urethane or equal. Joint sealant thickness to be% the width of the joint and tooled to be slightly concave. 12.Slab shall be protected from indentions, contaminates, and footprints during pour and curing of slab. 13.The pouring of the slab shall be from the front left or right corner of the building and pour back to the rear opposite corner of the original starting point. Close concentration should be made to the storefront entrance doors. 1.06 PROJECT/SITE CONDITIONS A. Floor areas to be polished are to be free and clear of all obstacles including racking, fixtures and temporary equipment and materials in order to provide an open and uninhibited concrete slab. B. Protection: General Contractor shall protect areas to receive concrete finish at all times during construction to prevent oils, dirt, metal, excessive water and other potentially damaging materials from affecting the finished concrete surface. Protection measures listed below shall begin immediately after the concrete slab is poured. 1. All hydraulic powered equipment shall be diapered to avoid staining of the concrete. 2. All vehicle parking shall be prohibited on the finish slab area. If necessary to complete their scope of work; drop cloths shall be placed under vehicles at all times. 3. No pipe -cutting machine shall be used on the finish floor slab. 4. Steel shall not be placed on the finish slab to avoid rusting. 5. Acids and acidic detergents will not come in contact with slab. 6. All painters will use drop cloths on the concrete. If paint gets on the concrete, it must be immediately removed. 7. All trades will be informed that the slab must be protected at all times. C. A minimum of 28 days of cure on new concrete should be provided before system installation is initiated. D. The best degree of concrete floor flatness and levelness should be strived for since the floor finish me low spots resulting from placement and finishing. A floor flatness rating of 40 +/- 5 and a floor levelne concrete. E. Block off areas to traffic for the duration of the system's installation. F. Ensure that adequate fighting has been installed to support surface preparation and application. 1.07 WARRANTY A. The installer shall furnish a SINGLE SOURCE warranty for their system for a period of one-year minimum. PART 2PRODUCTS ISYSTEMS 2.01 SYSTEM PROVIDER (4 vendors) A. Retroplate Corporate Accounts - Concrete Polishing and Restoration 1203 West Spring Creek Place Springville, Utah 84663 Contact: Michael Clarke 770-862-6238 E-mail - mclarke@cprconcrete.com B. Perfect Polish P.O. Box 151 Norris, TN 37828 Contact: Brad Delano 865-494-7257 x 298 E-mail - brad.delano@perfectpolishonline.com Q. Titus Restoration Services, Inc. 547 Toonigh Rd Woodstock, GA 30188 Contact: Melinda evens 678-494-6893 x 224 E-mail - melinda@titusrestoration.com R. QuestMark Flooring, Div of Centimark Corporation 12 Grandview Circle Canonsburg, PA 15317 Contact: Brian M. Cerilli 724-413-2152 F-mail - hrian rprillinorpntimark.cnm Substitution This is a closed specification, no substitutions allowed for system or materials provided by these vendors. Ve or contact names could possibly change, if so, ask for new contact for Family Dollar account. 2.02 EQUIPM NT TO BE USED FOR INSTALLATION A. Floor G nder: 1. Mod : Concrete Polishing Solutions "G-320". (or equivalent) 2. Typ Multi -orbital, planetary -action, opposing -rotational, diamond -headed floor grinder. 3. Wei t: 850 pounds. 4. Grin ng Pressure: 675 pounds. 5. Grin ng Width: 32 inches. 6. Moto : 15 HP. 7. Maxi um RPM: 1,750. 8. Heal 3-head system contours to floor surface. B. VacuunlSystem: 1. Model: Concrete Polishing Solutions "CAT 5 Dust Extractor". (or equivalent) 2. Filtra ion: Direct -connect, HEPA filtration system. C. Diamon, I Tooling for Coating Removal, Initial Grinding, and Preparing Floor for Polishing: 1. Conc ete Polishing Solutions "MFL" 80-grit metal -bonded diamonds depending on the existing flooring conditions. (or (a) equivalent) Multiple pass,+s may be required. D. Diamon I Tooling for Polishing Concrete: 1. Conc ete Polishing Solutions "GST" 100-grit resin -bonded diamonds. (or equivalent) Multiple passes may be required. 2. Con rete Polishing Solutions "GST" 400-grit resin -bonded diamonds. (or equivalent) Multiple passes may be required. 3. Contete Polishing Solutions "GST" 800-grit resin -bonded diamonds. (or equivalent) Multiple passes may be required. 4. Concrete Polishing Solutions "GST" 1500-grit diamond pad. (or equivalent) Multiple passes may be required. 2.03 MATERI'\LS A. Concret , Densifier: 1. Concrete Polishing Solutions "Armor Densifier MFL". (or equivalent) 2. Per*nent sealing, densifying, and hardening compound for concrete. 3. Odo ess. 4. VOC 0. B. Concrete Sealer: 1. Concrete Polishing Solutions "Armor Stain Shield MFL". (or equivalent) C. Joint Filer: 1. EuclPd Chemical "Euco QWIKjoint UVR". (or equivalent) PART 3 EXECUTION 3.01 INITIAL _XAMINATION A. Verifica ion of Conditions: Examine surfaces scheduled to receive the work of this section for defects that will adversely affect the execution and quality If the work. Ensure attendance at a pre -installation meeting will be attended by at least the Landlord or Developer, General Contractor and Ins aller so they agree to the condition of the existing slab prior to performing the work. Do not proceed until unsatisfactory conditions are corrected. Provide in writing to Owner a list of the conditions, if any. B. New Concrete: Confirm that a minimum of 28 days has elapsed before installation can begin. Also confirm if curing agents or hardening agents have b11en applied. C. Prior to application, the installer will need to verify that the site is clear and free of all debris and with acceptance will hold sole responsibility for the spejifrcation for the floor finish. 3.02 A. Advise II other contractors, vendors and others working in the areas completed that the concrete slab surface is finished floor and is to be protect accordingly. B. Do not flow chemical spills, cutting of materials or sliding of steel to occur on the finished surface because damage can occur. C. Follow stem manufacturer's instruction for cleaning to ensure proper protection from dirt and debris. 3.03 A. Request acceptance by Owner's Representative for the finished floor. B. Correct all unacceptable work to the satisfaction of the Owner's Representative. 3.04 EXAMINATION A. Examine floor to receive polished concrete floor system. B. Notify Architect or Family Dollar representative of conditions that would adversely affect installation or subsequent use. C. If durin the examination a divot is found use a standard stainless steel brush with water to clean out the divot. While the divot is still damp pour in the ckite (this is expanding, anchoring cement. Go to www.rockite.com for more information on product). D. Do not egin surface preparation or installation until unacceptable conditions are corrected. E. Verify a Following for New Concrete Floors: 1. Flo Finish: a. Slabs a flatwork shall be placed and finished monolithically. b. Strike o and laser screed slabs to true, plane surfaces at required elevations. C. Thorou ly compact concrete with vibrators, floats, and tampers to force coarse aggregate below the surface. d. Power t wel with no hand finishing. e. Pan flo f. Steel fi h. g. Surface should not be burned due to excessive toweling. h. Imprints are not acceptable (i.e. boots, foreign objects dropped into concrete). 2. Floc and Joints: a. Free of ebris and excessive dirt, dust, clay, and mud. b. Dry. 3. Floc Surface Profile: a. Floor Fli tness Number (FF): 40 + / -5. b. Floor LE felness Number (FL): 35 + / -5. 4. Co rete Compressive Strength: 3,500 psi to 5,000 psi. 5. Ligh weight Concrete: Not allowed if aggregate exposure required. 6. Co rate Curing: Minimum 8 days water cured or dissipating curing compound applied. 7. Co rete Adjacent to Floor Penetrations: Troweled flat and level with surrounding concrete. 8. Co rete Adjacent to Drains, clean -outs, etc: Finish level to the top of the structure. 3.05 SURFA E PREPARATION A. Protec n: Protect surrounding areas and adjacent surfaces from the following: 1. Min al accumulation of dust from grinding and polishing. 2. Co ct with overspray of concrete densifier. 3. Co ct with overspray of concrete sealer. B. Surfac Preparation: Prepare surfaces in accordance with installer's instructions. C. Clean urfaces: Remove dirt, dust, debris, oil, grease, curing agents, bond breakers, paint, coatings, and other surface contaminants which could E Jlversely affect installation of polished concrete floor system. 3.06 INSTAL ATION A. Install I olished concrete floor system in accordance with installer's instructions at locations indicated on the Drawings. B. Aggregate Exposure: 1. Cream Aggregate: Minimal to no course aggregate exposure. C. Infill joillrts with joint filler. D. Polished Concrete Floor System: IPCI Sheen Level 4 - Glossy Shine. 1. Preparation Step a. Remove existing floor coatings and level floor by grinding with 80-grit metal -bonded diamonds. Depending on the existing flooring conditions. Multiple passes may be required. 2. Apply concrete densifier to deeply saturate floor. 3. Floor Closure Polishing: a. Remove 80-grit metal -bonded diamond scratches by grinding 100-grit resin -bonded diamonds. Multiple passes may be required. b. Remove 100-grit resin -bonded diamond scratches by grinding 400-grit resin -bonded diamonds. Multiple passes may be required. C. Achieve light -reflective finish when viewed from a distance of 30 feet by grinding with 800-grit resin -bonded diamonds. Multiple passes may be required. 4. Perimeter Polishing: a. Maintain a 6" unfinished perimeter around Sales Floor. When completed with polishing, paint 6" strip semi -glass Low V.O.C. Black by Sherwin Williams. b. Maintain a 12" unfinished perimeter around Sales Support Area Floor. When completed with polishing, paint 12" strip semi -glass Low V.O.C. White by Sherwin Williams. C. See detailed area attached - 2/A-1 a - 102' x 90' Floor Paint (typical for all Foot prints). 5. Final Polish: Surface sheen gives off wet and shiny appearance with "lake -like" mirror effect reflecting surrounding objects above it. a. Complete final polish by burnishing with 1500-grit diamond pads. Multiple passes may be required. 6. Apply Concrete sealer. 3.07 FIELD QUALITY CONTROL A. Inspect completed polished concrete floor system with Owner, Contractor, Architect (as -needed), and Installer. B. Review procedures with Architect (as -needed) to correct unacceptable areas of completed polished concrete floor system. 3.08 PROTECTION A. Protect completed polished concrete floor system from damage until Substantial Completion. 1. Do not allow vehicle and pedestrian traffic on unprotected floor. 2. Do not allow construction materials, equipment, and tools on unprotected floor. B. Immediately remove mortar splatter, spilled liquids, oil, grease, paint, coatings, and other surface contaminants which could adversely affect completed polished concrete floor system. C. Repair damaged areas of completed polished concrete floor system to satisfaction of Owner or Architect (as -needed). END OF SECTION THESE PLANS AND ALL PROPOSED WORK ' ARE SUBJECT TO ANY CORRECTIONS "REQUIRED BY FIELD INSPECTORS THATi •. UAY BE NECESSARY IN ORDER TO COMPLY VITH ALL APPLICABLE CODES. LE0IEu V SEP 1 3 RM FAMILY DOLLAR REVIEW STAMP ❑ "REVIEWED" ❑ "DISAPPROVED -RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials Indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) Ii W Z � J OMi OOi mLL �r 0,-'(D >- a� -M W o �= IUl-, y ct H W 2 z p Z J ' Q W 0 �t m J W N M rn Z_ O y J N V CD Z pLL v� o o 2 _ U N _ y NE O V Q a Q 4[J J L f0 N fn O. LL 6 w U o U Lu J co U co) O 0 O Z w � Q } M I co H M /) of C¢ Z Z Lu W wo tZ7 = > w a ¢ O Z Z W z gLU w 0� co N _ O 0 ¢, � ti Z ch w O 0 >� w O W F O o F_ L_ CD (n 2 Lu ¢ o o_' JX o J of 000 ~O w >- L6 LJi ZJ o w ¢ -CC NO W U of Z G ¢ w ¢ oQ a LY� 2 s�pap � EL- M F- Eklnarnr:rarr r rsnawrrr±raa�r^�cn r SEAL o � pOF Lu w li W A N 9ED of HAROLD 0- FL. REG. / w , , CO J r- r) 2f LL U W Q.- CO U) Z_ L� O 0 LL_ RELEASE DATE RICO. COMMENTS 108-22-17 PROJECT NO, 2017-058 ISSUE DATE 07-12-17 i A HR V N A DRAWN CHECKED A-6 RIGHT SIDE ELEVATION 24 GA. PBA PANELS 12-14 x 1 1/4" ROOF 12' O.C. rt/4-14 x 7/8' ROOF STITCH +II FSNR 8' O.C. ^ 3/16" x 1/4" TAPE MASTIC 24 GA. LRII ROOF SHEETS L1//4-14 x 1 1/4" GALV. SiRLcT FSHR (55307) TOP OF PURLIN 1 PER PURLIN NOTE PROVIDE WN FACE OF STEEL 1 L-PEMB WALL SYSTEM STEEL FRAME AND ROOF STRUCTURE BY PEMB 01 1 PARAPET/ROOF FLASHING 02 EAVE GUTTER DETAIL 3/18"Mx 1/4" CCONT. (eo5731eo) BY MTL BLDG. MFG. LOWER ROOF SHEET - BY MTL BLDG. MFR. ROOF PURLIN BY MTL BLDG. MFR. SCREW DOWN OR STANDING SEAM ROOF ON THERMAL BLOCKS FOR FEE DEVL ONLY {DENERAL CONTRACTOR TOG M AL JOINT WATER OUTSIDE CLE RIO LIBERTY 0.140 VALLEYRIB 11(362 R8013 IJ4-14 x 7/8" WALL I rr1l FSNRR 1 -0 O.C. AT ROOF/WALL INTERSECTION BEYOND. PARTIAL REAR ELEVATION FRONT ELEVATION ENTRY ELEVATION 4LUM. STOREFRONT FRAME 3ET IN CONT. SEALANT BED 3ET OUTSIDE FACE FLUSH NITH PEMB FRAME/COL. _INE. ALUM. THRU-WALL SILL. 3LOPE TO DRAIN. OP OF STUD TRACK -3'-0" A.F.F. OP OF WATER TABLE -2'-10" A.F.F I/8" STUCCO OVER PAPER ?ACKED METAL LATH 4" REVERSE 'R' PANEL INTERIOR GWB ON 3 AETAL STUDS ® 16" O.C. 'AINT PER FIN. SCH. 05,1 ROOF PANEL JOINT DETAIL 06 1 NOT USED 0$ 1 NOT USED 19 1 WINDOW SILL DETAIL/SCALE: 3" FIBER CEMENT PANEL NOTES ICHIHA): NOTE 1: PRODUCTS (18"X6'-O" PANEL SIZE) -NICHIHA CINDER BLOCK -BROWN - EDA621E ANEL TYPE PER ELEVATIONS AND PRE -FINISHED ARCHED METAL COPING SLOPED -NICHIHA ILLUMINATIONS LARGE BLOCK PRE -FINISHED IN FAMILY DOLLAR RED DETAILS. BY MTL BLDG. MFG. PEMB BOTTOM TRACK SECURED TO DRAIN SECURED WITH EXPOSED FASTENERS. (SW 4081) TO SLAB. P.T. PLYWOOD BLOCKING SECURED TO PANEL. -NICHIHA TUFFBLOCK LARGE BLOCK PRE-FINIHSHED IN FAMILY DOLLAR LIGHT TAN (SW61480WOOL SKEIN) CONTACT -family Dollar Rep Rep.-770-805-9466-famllydollarQrllchlha.com +23 2 A.F.F. M NOTE 2: PROVIDE: "ULTIMATE" STARTER TRACK FA700 TO START PANEL INSTALLATION7/8' STUCCO OVER PAPER TOP OF ARCHED PEMB FRAME . BACKED METAL LATH NOTE 3: PROVIDE: -"ULTIMATE" CUPS FOR ILLUMINATION AND TUFFBLOCK - JEL777. TOP OF SLAB -"ULTIMATE" CUPS FOR CINDER BLOCK - JEL787. DATUM 0'-0" HEADER CHANNEL _ NOTE 4: CONTROL JOINTS REQUIRED EVERY 30'-0" (FOR CONTINUOUS WALL SPANS OVER AT STOREFRONT DO NOT BLOCK PEMB DRAINAGE SYSTE 50'-0") USING NICHIHA DOUBLE FLANGE BACKER FHK1020. BY MTL BLDG. MFG. N o I FACIA PANEL - NOTE 5: PROVIDE SINGLE FLANGE BACKER (FHK1017R) WHERE PANELS TERMINATE INTO DRIP TRIM METAL TRIM. PROVIDE DOUBLE FLANGE BACKER WHERE PANELS BUTT EACH OTHER. BY MTL BLDG. MFR. _ CONCRETE SIDEWALK PER CIVIL PEMB REVERSE 'R' PANELS DRWGS. NOTE 6: USE J" CORRUGATED SHIM (FS1010) WHERE PANELS NEED TO BE FACE OOR FRAME FASTENED. COVER TRIM BY MTL BLDG. MFR. C�W'' NOTE 7: USE ASTM C920 APPROVED CAULK ON ALL SEALANT BACKERS. (NOT PROVIDED BY NICHIHA) 11 DOOR HEAD DETAIL AL-12 SLAB DE 'AIL/SCALE: 3" = 1'—O" NOTE 8: FOR WIND EXPOSURE "B AREAS OR LESS: -PROVIDE PEMB VERTICALVVERSE 'R' PANELS, MIN. 24 GA, 50 KSI YIELD STRENGTH METAL PANELS WITH RIBS SPACED NO MORE THAN 12" O.C. WITH A MINIMUM NICHIHA DEFLECTION CRITERIA FOR FULLY ENCLOSED PEMB STRUCTURE OF L/120. NOTE 9: FOR WIND EXPOSURE AREAS�CIOR GREATER: / -NICHIHA PANELS MUST BE INSTALLED OVER AN ADDITIONAL SHEATHED WALL SYSTEM. CONSULT WITH NICHIHA FOR MORE DETAILS. PEMB SUPPLIED 'PBA' METAL PANELS ON METAL BUILDING NOTES: REAR OF PARAPET WALL. +. NOTE 1: PROTOTYPE METAL BUILDING DETAILS ARE PROVIDED TO SHOW DESIGN INTENT 2° 2^ ONLY. PEMB SHALL DETERMINE FINAL DETAILS TO PROVIDE INTENT INDICATED. NOTE 2: PROTOTYPICAL LAYOUTS ARE FOR THE 102x9O 9180 SF ELEVATION PROTOTYPE NOTE 3: DESIGN INTENT IS BASED ON METAL PANELS AND DETAILING PER MATERIALS 21 FRONT WALL SECTION SCALE: 3" = 1'-0" SUPPLIED BY VP BUILDINGS. OTHER METAL BUILDING SUPPLIERS MAY HAVE / DIFFERING STANDARD MATERIALS AND DETAILING VP BUILDINGS MAY PROVIDE DIFFERING PROJECT SPECIFIC DETAILS. NOTE 4: REFER TO DOCUMENTS PROVIDED BY THE MTL. BLDG. MFR. FOR PROJECT SPECIFIC DETAILS. " I 3 J" METAL STUDS WITH )2" GWB WALL AND SOFFIT RETRUN. NOTE 5:THE ARCHITECT SHALL COORDINATE PROJECT SPECIFIC METAL BUILDING I PROVIDE CORNER EDGE BEAD. TERMINATE AT TOP OF STOREFRONT DETAILS WITH OTHER ELEMENTS OF THE WORK. I HEAD WITH CONT. SEALANT. NOTE 6: STRUCTURES WITH MASONRY SHALL BE LIMITED TO L/240 DRIFT. PROVIDE )2" P.T. OR METAL SHIM WITH CONT. BACKER ROD AND SEALANT ON EXT. SIDE. NOTE: DO NOT BLOCK PEMB DRAIN SLOT. r---tom K 13I NOTES I 15I NOT USED I I 1 'A' PANELS 'R' PANELS REVERSE 'R' PANELS FRONT SIDE TYP L1J"' FRONT SIDE. TYP II I AJIIU ' FRONT SIDE. TYP ' -D" 1-D" It— T T T T II I T T I T I JT T T T 3•-0' 1I S-O" I II 3•-0" i MTL. PANEL BASE CLOSURE FLASHING & CONT. SEALANT BY MTL. BLDG. MFG. FLAT SEAM PANELS �177a PEMB SLAB EDGE DETAIL i BOTTOM OF STUD TRACK +10'-0" A.F.F. —,— PEMB DRIP FLASHING RUN UNDER REV. 'R' PANEL. SWINGING ENTRY DOOR SYSTEM. OUTSIDE FACE OF FRAME FLUSH W/ PEMB FRAME OR COL. LINE. 22T FRONT WALL SECTION/SCALE: 3" = 1'-0" 23I NOT USED 24 1 NOT USED THESE PLA 1S AND ALL PROPOSED WOR4 ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAME CODES. FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials m m N OJ M O> m m LL (gyp cep UNj L I r- (I� A 1�1 U � N LL N LL I— 1cl: W U) = z = 0 li z Q W J 0 m J M w � � Y L M ? O Z p J N V p LL 0 i Z Q 0 L U � � 4 N 3 m 5 N L o N � N � i 4Q a c"'.i c'n ii U J .—I U) 0 o cyQy•� M O ^ v i 00 N m z Q W o w = j LL z < O o W z 0 N co O u� In I� c� ti N i O v0 NW 11 Q) W 00 L N) IJ_ -4- O Q X _J O 0 0 L >� O L6 LL z J O N Lu Lu U L 3 Q Q = v Ll a 1 LL M LL I= U u u 3 u U) a I-- W 0 2H z 0 LT] J W JCF1L OF F(.0 p'• ARM13 ( J .............. A D HAR FL,REG. R98913 PROJECT NO, 2017-058 ISSUE DATE I 07-12-17 DRAWN CHECKED AE F- SHEET NO, ` 4 11 TERMITE PROTECTION TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTIIF. ONSOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, IN INITIAL CHEMICAL SOIL TREAMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION,BACKFILLING AND COMPACTION IS COMPLETE. SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH CHEMICAL SOIL TREATMENT, INCLUDING SPACE BOXES OR FORMED, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR MENTAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNITE THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOILD TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICAL. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPE AND IRRIGATION / SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. ALL BUILDINGS SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE - CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVANTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. FOUNDATION KEY NOTES: RIGID STEEL FRAME - REFER TO SHOP DRAWINGS. ❑2 SAW -CUT CONTROL JOINTS 1 1/2" DEEP WITHIN 8 TO 12 HOURS OF POUR. (VERIFY CUTTING PLAN W/ OWNER) PLAN NOTES 1.) SLOPE FLOOR TO ACCOMMODATE OWNERS INTENDED USE. SEE ARCH DWGS FOR ACTUAL SLOPES. SEE CIVIL FOR EXTERIOR PAVEMENTS AND SIDEWALKS. 2.) O DENOTES FOOTING LABEL. SEE FOOTING SCHEDULE ON THIS SHEET. T/FTNG EL ® PERIMETER OF BLDG. = 0'-0" TYP. (U.N.O.) 3.) STRUCTURAL ELEVATIONS ARE BASE ON T/SLAB EL 0'-0" (U..N.O.) SEE CIVIL DRAWINGS FOR ACTUAL ELEVATIONS. 4.) FOR GENERAL NOTES AND ADDITIONAL INFORMATION, SEE "S" SHEETS 5.) FOUNDATION DESIGNS UTILIZE A SHALLOW SPREAD FOOTING SYSTEM ASSUMING THE BUILDING PAD WILL BE CONSTRUCTED USING SELECT STRUCTURAL FILL AND SUPPORTING SUBGRADE IS PROPERLY PREPARED AND MOISTURE CONDITIONED PER THE RECOMMENDATIONS IN THE PROJECT GEOTECHNICAL REPORT. 6.) THE CONCRETE SLAB -ON -GRADE WAS NOT DESIGNED FOR ANY SPECIAL LOADING CONDITION. ANY PROPOSED RACK OR OTHER SPECIAL LOADINGS SHOULD BE VERIFIED BY THE PROJECT STRUCTURAL ENGINEER PRIOR TO PRODUCT INSTALLATION. 7.) ALL DIMENSIONS TO BE VERIFIED BY GENERAL CONTRACTOR PRIOR TO EXCAVATION OR FOUNDATION REBAR FABRICATION. 8.) PROVIDE CRACK CONTROL JOINTS AS SHOWN ON PLAN, SEE STRUCTURAL DETAIL SHEET. 9.) ELEVATIONS ON BOTH SIDES OF ENTRY & REAR DOORS SHALL NOT EXCEED 1/2" ON BOTH SIDES OF -DOORWAYS FOR A DISTANCE EQUAL TO THE DOOR BEING SERVED PER NFPA 101, SEC. 7.2.1.3. F E C 0 T 4 3 1• 1 104 -0" 26'-0" 26'-0" 26'-0" 26'-0" I I GRASS 3 / \� / \ / OE OI 103CCA N (D I Q N +0'+0" .F.F. 8 \ / s10 /I Cn \� co O O — I N (� I S O F 7 E 0 0 0 V-\;;71 I I I I I S, Q3 m 00 N — I I I i 10 �__J L--J o E 1 'CAa0 \ 4" CONC. SLAB W/6X #10/10 I\ VAPOR BARRIER CN CLEAN / S1Q \ 2 COMPACTED TREATED FILL. -� O OI I I \ N — —, to04 �O D OB /I E O OE I\ E I\ - - - — GRASS I I I I I I 26'-0" 26'-0" I 24'-6" 15-2" U 12'-4" FOUNDATION PLAN SCALE: 1 /8"=1'-0" 3o�� > N V N m O N N M O O W z L N LL O O f I'� E > M M m¢�v z LLI > 0 N cE W W LL H W Z 0 Z W Q J i m M l0 W O N N O M J N m Z 7 Z O LL V V O W U of V � F O 9> N N U v E < IIIIIIIM4 N n O O U ¢ Q N J t R N VJ n. LL 1 - a w U o Lu w � G u mil j O o, E F-- U j Cn w 1= Q 06 W x Uz — z 'I W W H rn w i 3: M Q ULI X 0 J W F L11 W Of O I— L�L/] 1..1_ v Cl) 0 z C rn H z w 0 O 0 w Cn w x I— O H B ~ x (D .. F- W W W O of W w 0 A o J Q 0 z Q H 2 2 W THESE PLANS AND ALL PROPOSED WORK 0a I SEAL ARE SUBJECT TO ANY COPAECTIONS a R`,��. °EQUIRED BY FIELD INSPECTORS THAT g F ��� �6• *• MAYBE NECESSARY IN 4DADER TO Cn .•� Q;.:'� COMPLY WITH ALL APPLICABLE CODES. Lu LU °T•.+4 F cn �i,d's F �I FILF, C.OPY LU I X U) J CONCRETE FOOTING SCHEDULE NOTE TO MASON CONTRACTOR: THE MASON CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MASONRY OPENINGS WITH PROPER MANUFACTURE'S SPEC. PRIOR TO CONSTRUCTION. LABEL TYPE LENGTH WIDTH DEPTH BOTTOM REINF. TOP REINF. REMARKS LONG WAY SHORT WAY LONG WAY SHORT WAY OPAD 10'-0" 10'-0" 3'-0" (15) #5 (15) #5 (15) #5 (15) #5 FAMILY DOLLAR REVIEW STAMP Og PAD 5'-0" 5'-0" 3'-0" (8) #5 (8) #5 (8) #5 (8) #5 PROVIDE #5 HAIRPIN, 20' LONG, AROUND ANCHOR BOLTS OPAD 8'-0" 8'-0" 2'-6" (12) #5 (12) #5 (12) #5 (12) #5 PROVIDE #5 HAIRPIN, 20' LONG, AROUND ANCHOR BOLTS OD PAD 5-0" 5'-0" 3'-0" (8) #5 (8) #5 (8) #5 (8) #5 PROVIDE #5 HAIRPIN, 20' LONG, AROUND ANCHOR BOLTS OMONOLITHIC CONT. 1'-8" 1'-8" (3) #5 N/A (1) #5 TRANSVERSE 0 24" O.C. OPAD 5-6" 5-6" 2'-8" (8) #5 (I$yA#5 (8) #5 (8) #5 PROVIDE #5 HAIRPIN, 20' LONG, AROUND ANCHOR BOLTS OPAD 4'-6" 4'-6" 3'-0.. (6) #5 (6) #5 (6) #5 (6) #5 PROVIDE #5 HAIRPIN, 20' LONG, AROUND ANCHOR BOLTS (1) #5 TRANSVERSE 0 24" O.C. "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) 4t CLL DLU of O U) of � JW _l OO x C) r (.0 � w ZJ N ui uwLL W2QCna W W 0 Q LLLLdICE,c~n ii J coo 0 W. #44643 S101 FAMILY DOLLAR FOOTINGS, WALLS, & BOND BEAMS 1. Concrete masonry units shall be hollow or solid unit masonry in accordance with ASTM C 90 and shall have minimum net area compressive strength of 1900 psi. 2. Mortar shall be either Type M or S in accordance with ASTM C 270. 3. Grout shall have a maximum coarse aggregate size of 3/8 inch placed at a 8 to 11 inch slump and have minimum specified compressive strength of 2000 psi at 28 days when tested in accordance with ASTM C 1019-05. 4. Concrete shall have a minimum specified compressive strength of 3000 psi at 28 days. 5. Reinforcing steel shall be minimum Grade 60 or 40 and identified in accordance with ASTM A 615, A 616, A 617, orA706. 6. Joint reinforcement, anchors, ties, and wire fabric shall conform to the following standards: ASTM A 82 for joint reinforcement and wire anchors and ties. ASTM A 36 for plate, headed and bent bar anchors. ASTM A 366 for sheet metal anchors and ties. 7. Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in accordance with ASTM A 153A 153M-05, Class B-2. Metal accessories for use in interior wall construction shall be mill galvanized in accordance with ASTM A 641, Class 1. 8. All mortar joints for hollow unit masonry shall extend the full width of face shells. 9. Mortar joints for solid masonry shall be full head and bed joints. Bed joints shall be 3/8 inch (h 1/8 inch) thick. Head joints shall be 3/8 inch (+ 3/8 inch or - 1/4 inch) thick. 10. The bed joint of the starting course placed over footings shall be permitted to vary in thickness from a minimum of 1/4 inch to a maximum of 3/4 inch. 11. Masonry walls shall be running bond or stack bond construction. 12. When masonry units are laid in stack bond or running bond, 9-gage (minimum) horizontal joint reinforcement, in addition to required vertical reinforcement, shall be placed in bed joints at not more than 16 inches on center. 13. Longitudinal wires of joint reinforcement shall be fully embedded in mortar or grout with minimum cover of 5/8 inch when exposed to earth or weather and 1/2 inch when not exposed to earth or weather. 14. Reinforcing steel shall be No. 5 bars. 15. Splices shall be lap splices. 16. Noncontact lap splices may be used provided reinforcing bars are not spaced farther apart than 5 inches. 17. Splice lengths shall be minimum of 25 inches for No. 5 bars. 18. Reinforcement may be bent in the shop or in the field provided: All reinforcement shall be bent cold, and The diameter of the bend, measured on the inside of the bar, is not less than six bar diameters, and Reinforcement partially embedded in concrete shall not be field bent, except where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 19. For foundations minimum concrete cover over reinforcing bars shall be 3 inches. 20. The top of slab shall be a minimum of 4" above finished grade for masonry veneer and a minimum of 6" elsewhere. 21. Footing for monolithic foundations shall be a minimum of 20" thick by 20" wide, with three (3) #5 reinforcing bars, and (1) #5 transverse at 24" o.c. 22. In narrow footing where insufficient width is available to accommodate a standard 90 degree hook and provide the required concrete cover, the hook shall be rotated in the horizontal direction until the required concrete cover is achieved. 23. For concrete bond beams, the minimum concrete cover for reinforcing shall be 1 1/2 inches. 24. Reinforcement bars embedded in grouted masonry cells shall have a minimum clear distance of 1/2 inch between reinforcing bars and any face of a cell. 25. Reinforcing bars used in masonry walls shall have a masonry cover (including grout) or not less than 2 inches. 26. Cleanout openings shall be provided for cells containing spliced reinforcement when the grout pour exceeds 5 feet in height. 27. Where cleanout openings are required, an opening shall be provided in the bottom course of the masonry cell to be filled. 28. Cleanout openings shall have minimum area of 12 square inches and a minimum opening dimension of 3 inches. 29. Masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted shall be removed for grout pours over 5 ft. 30. Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, and any material deleterious to masonry grout. 31. A soil or waste pipe of a building drain passing under a footing or through a foundation wall shall be provided with a relieving arch, or there shall be built into the masonry wall an iron pipe sleeve two pipe sizes greater than the pipe passing through. 32. The top and bottom of all footings shall be level. The bottom of all footings, except monolithic slab -on -grade interior footings, shall be a minimum of 12" below finished ground line. 33. The outer bar of foundation steel shall be continuous around corners using corner bars or by bending the bar in accordance with notes herein, in both cases, the minimum bar lap shall be 25 inches. 34. Fill shall be termite treated and a "Certificate for Termite Treatment" is required on the permit board pursuant to FBC SEC. 105.10. 35. Footing dowels bars shall be provided for all required vertical wall reinforcement in the following location: At all corners, At each side of each opening, At all other required vertical wall reinforcement At all hip girder bearing points. 36. Footing dowel bars at each location shall be some size and quantity as the vertical wall reinforcement above. 37. All footing dowel bars shall have a standard 90 degree hook and shall be embedded a min. of 6" into footings. 38. Concrete slab -on -grade shall be cast in place and shall be 4 inches thick. Concrete shall have a minimum specified compressive strength of not less than 3000 psi at 28 days. 39. The minimum thickness of exterior masonry walls shall be 7 5/8 inches. 40. A reinforced bond beam shall be provided at the top of each exterior wall. 41. Bond beams shall be (2) 8%8" "U"-Blocks. 42. Bond beam reinforcement shall be two No. 5 bars top and one #5 bottom.. 43. Reinforcement shall be located in the top and bottom of 16 inch bond beams. 44. Reinforcement shall be continuous around corners. See structural details. 45. Where more than one bar is required, only one of the bars must be continuous around corners. 46. For vertical reinforcement one No. 5 bar in a grouted cell shall be provided in each corner, including interior corners and corners created by changes in wall direction by offsetting of walls such as at projected bays and inset porches. 47. For vertical reinforcement two No. 5 bars shall be provided on each side of openings. 48. In addition to vertical reinforcement required at corners, at openings, and at hip girder bearing points, vertical reinforcement consisting of one No. 5 bar shall be provided every 32 inches on center maximum. (U.N.O.) 49. All vertical wall reinforcement shall be terminated in the bond beam at the roof level with a standard hook. The hook may be formed by bending the vertical wall reinforcement in accordance with notes herein or by lap splicing to a standard hook. The hook shall extend to the upper most horizontal reinforcement of the bond beam and shall be embedded a minimum of 5 inches into the bond beam,. see detail sheets. 51. Bond beams over (II openings shall consist of an 8" "U"-block with (2) #5 continuous above an 8" pre -cast lintel with (1) #5 additional rebar; unless noted otherwise, due to large truss girderIlbearing and / or uplift loads. 52. Bond beams shall have top and bottom reinforcement continuous over openings. 53. Bond Beams which have additional reinforcement over openings which is in addition to that required over the wall shall extend past the opening a minimum of 8". 54. Columns shall be constructed of standard masonry units. 55. A concrete slab-o -grade used in conjunction with exterior monolithic foundations, shall have 6x6 No. 10 welded ire fabric at mid -height in the slab. 56. Welded wire fabric hall confirm to ASTM A-185 and free of oil and rust. It shall be installed in lengths as long s possible and lapped a minimum of six inches. 57. Provide (1) #5 ele rical ground to foundation steel. 58. A 6 mil minimium olyethylene dampproofing vapor barrier shall be provided, per FBC R320.1.4. and R506.2.3. 59. Foundations have an designed for an allowable soil bearing pressure of 2000 PSF, and the existing soil being granular material, should poor soil conditions be found it is the contractor's respo iblity to notify the engineer prior to commencing. 60. Provide granular fill, clay materials are unacceptable. Existing soil under footing and slabs shall be compacted to 95% of the maximum dry density, as determined by the Modified Proctor Test Method (ASTM D 1557-02e01). 61. Fill shall be placed '.and compacted in 12" lifts and compacted pursuant to a Geotechnical Investigation. 62. All concrete is to ixed, transported, and placed in accordance with the latest ACI specifications and commendations. 63. A double layer of elded wire fabric shall be provided around the perimeter of the concrete slab a distance of ft. from the edge. 64. Welded wire fabric hall conform to ASTM A-185 and be free of oil and rust. It shall be installed in lengths as long s possible and lapped a minimum of six inches. 65. Isalation joints to a provided in concrete stabs, a) between slab o grade and foundation wall, b) between stabs and inserts such as pipes, c) around steel columns and at spread footings 66. Contraction joints to be formed in a square pattern at not more than 25 ft o.c. in both directions. CONCRETE Shall meet all the requi ements of ACI 301 with Type I or II cement. Minimum 28 day strength - 3000psi unless noted otherwise. curbs, gutters, walks, a tenor slabs, and truck ramp: 4000psi interior slab at offices i nd sales area: 3000 psi No admixtures without proval. Admixtures containing chlorides shall not be used. Concrete shall not be in contact with alum iium. Mechanically vibrate all concrete when placed, except slabs on grade need be vibrated only a and embedded items. Maximum slump - 4". Do not tamp slabs. Use roller bug, vibrating screed or bull float to finish. See specifications for curing. Cast slabs on grade in alternate sections, unles permanent forms are used. Wait 48 hours between all adjacent concrete castings. Revibrate tops of columns and caissons soon after placing concrete, to close plastic shrinkage cracks. Minimum strength for r oval of forms and shoring shall be 70% of specified strength at 28 days. Use of fly ash is not p rmitted for any concrete used in slabs. MASONRY Reinforced masonry shall have a minimum compressive strength = 1500 PSI. Masonry units shall confirm to ASTM C90-06b. M - ortar shall conform to �$TM C270 07 Ty pe S, 1800 PSI. Grout shall conform to ASTM C1019-05, 2000 PSI. Mechanically vibrate grout in vertical spaces Immediately after pouring and again about 5 minutes later. Maximum grout lift with ut cleanouts 60". Stay each end of each vertical rebar using single wire and loop type ties. Maximum vertical spacing of ties W-O". See Architectural drawings for control joints. Locate at 32 feet maximum o.c. u.n.o., but not less than 2'-0" from a bearinglate or from a jamb ja mb of an opening wider than 4'-0", u.n.o. Backfill against masonry walls is not permitted until sufficient lateral support is provided. Minimum vertical reinforcing to be # 5 ® 48" o.c. Provide (2) No. 3 bars in bed joint immediately above and below openings in bearing walls. Extending 24" beyond each jamb, for all openings less than 2'-0" in size. Provide horizontal joint reinforcement are anchored to floors. Place bars at roof and floor lines continuous through control joints. (1) No. 5 at 16" o.c. in all walls u.n.o. Masonry walls have been designed to span vertically as simple spans from floor to roof and are dependent upon the completed roof structure, metal roof deck, and completion of all masonry walls for stability and for real tance to wind and seismic forces. The contractor is solely responsible for providing all necessary acing as required for construction loads. For stability, and resistance to wind and seismic forces ntil the entire structure is complete. The shoring shall not rely on any moment resistance cap ity of the footings. STUCCO Application of stucco (portland cement plaster) shall be in accordance with ASTM C 926-98a, application of portland cement based plaster. Approximate thickness= 7/8". STRUCTURAL STEEL ASTM A-36, except as fellows: Pipe steel: ASTM A-53 Grade B, or A-501. Tube steel: ASTM A-500 Grade B. Bolts and plain anchors: ASTM A-307. Latest AISC handbooks and codes apply. Minimum embedment of will bolts in grout or concrete shall be 8" with a 3" hook. Welded anchors and shear connectors shall be ICOS approved NELSON, KSM or equal. All steel fabrication shall be by an approved fabricator. All steel bearing to be on a bond beam, solid block concrete or steel designed for bearing. WELDING All construction and testing per American Welding Society codes and recommendations. All welding shall be done by welders holding current valid certificates and having current experience in type of weld called for. Welding rods to be low hydrogen type, E70. All butt welded splices in material thicker than 5/16" shall be inspected by an independent testing laboratory, to certify all splices as meeting or exceeding strength of material spliced. Two copies of all test reports and a letter of such certification shall be submitted to the architect. All welding of reinforcing shall conform to the "STRUCTURAL WELDING CODES - REINFORCING STEEL" AWS D1.4-98. Welds indicated may be made In shop or field with approval. LIGHT GAUGE STUDS 1. All members shall be formed from corrosion -resistant steel, corresponding to the requirements of ASTM A653/A 653M - 07 and shall be zinc coated meeting ASTM A924/A 924M. Minimum yield strength shall be 33,000 PSI for all 20 gauge and 18 gauge members; and 50,000 PSI for all 16 gauge, and 12 gauge studs. Properties shall be as manufactured by metal stud manufacturers associations per I.C.B.O. No. 4943 or approved equal. 2. Studs shall be a minimum 20 gauge "C" shape, 1-5/8" wide, of the depths and spacing shown on drawings. Tracks shall be 18 GA., with a minimum flange of 1-1/4". 3. Bridging shall be cold rolled channel, minimum 1-1/2" deep with 9/16" flange width. Space bridging at 4"-0" maximum O.C. vertically. Double up studs at all jambs. All connections shall be per manufacturer's recommendations. 4. Splice in heavy gauge framing members, other than runner track shall not be permitted. Anchor runner track to concrete with 0.177 o x 1-1/2" HILTI fastners or equal at 16" o.c. max. FASTENERS & CONNECTORS 1. Approved connectors, anchors and other fastening devices not included in the Standard Building Code shall be installed in accordance with the manufacturer's recommendations. 2. Where fasteners are not otherwise specified fasteners shall be provided in accordance with Tables 2306.2.1(1) and 2306.2.1(2) of the 2006 Edition of the International Building Code. Nails, screws, or bolts shall be able to resist the forces in this Code. 3. Metal plates, connectors, screws, bolts and nails exposed directly to the weather or subject to salt corrosion in coastal areas, as determined by the Building Official, shall be stainless steel or hot dipped galvanized after the fastener or connector is fabricated to form a zinc coating not less than 1 oz per sq ft, or hot dipped galvanized with a minimum coating of 1.8 oz per sq ft of steel meeting the requirements of ASTM A 153/A 153M - 05 Triple Spot Test. GENERAL 1. Land Investment Services, LLC has not been retained to provide, nor are they responsible for, the field supervision, inspection, or construction administration of 2. This building/structure has been Section 1609_ for design pressure including gravity loads, as necessary have been performed. in accordance with the 2014 Florida Building con Ft ,5. Ine owner, nls agent, or general contractor is responsible for field supervision, construction administration review an - d approval of all shop drawings, verification on site of all dimensions and elevations, and strict compliance with these construction documents as approved by Marion County, and designed and reviewed by Land Investment Services, LLC. 4. These plans are not intended to be mastered. The repetitive use of these plans for permitting is not approved. 5. All windows, doors, and other such systems, components and cladding shall be designed in generated by a three second gust design wind velocity of 160 mph, (124 mph fastest m velocity), see "Design Parameters" for specific pressures. o. contractor snap veriTy in riela all existing conaltlons shown on drawings. 7. Contractor shall notify the owner in writing prior to construction of any discrepancy between plans and on -site dimensions and elevations. �111) Roof dead load = 20 PSF. Dead load available to resist uplift = 10 PSF 1 (2 Roof live load = 25 PSF (reducible) ec - oa s see p ans coor Ina a wi h contrac or. 9. Provide all temporary y bracing, shoring, guying or oth er means to avoid excessive stresses and and to hold structural elements in place during construction. Establish and verify all openings and inserts for mechanical, electrical and plumbing with appropriate trades, drawings and sub- contractors prior to construction. 10. The structural engineer shall not have control and shall not be responsible for, construction means, methods, techniques, sequences or procedures, for safety precaution and programs in connection with the work, for the acts or omissions of the contractor, subcon- tractors or any other h persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. 11. Unless otherwise noted, minimum connection elsewhere shall be two 5/8" diam. bolts or 1/4" fillet weld 4" long, using 1/4" connection material and detailed to minimize bending in connection. 12, Epoxy anchors shall be 'set' adhesive by Simpson ISBO #ER-5279 or approved equal. 13. Cost of additional field and office work necessitated by request by Contractor for an option or due to errors or ommissions in construction shall be borne by the Contractor. Options are for Contrac- tors convenience. He shall be responsible for all changes necessary if he chooses an option and he shall coordinate all details. 14. Any engineering design provided by others and submitted for review shall bear the seal of an engineer registered in International. 15. Unless otherwise noted, details on structural drawings are typical as indicated by cuts, references or titles. 16. Verify all dimensions with architectural drawings. SUBSURFACE PREPARATION FOR BUILDING FOUNDATION Subsurface preparation recommendations for the new building foundation and perimeter concrete sidewalks must be followed. A copy of the geotechnicai report provided is on file with the owner will be made available prior to commencement of the project. It is the responsibility of the contractor to follow the recommendations provided by the Geotechnical Engineer of record in order to avoid experiencing any potential issues with the foundation or slab due to settlement that may occur over time. METHOD OF DESIGN: DESIGNED PURSUANT TO 2006 INTERNATIONAL BUILDING CODE, SECTION 1609, AND ASCE 7-10 BASIC WIND SPEED: X❑ 160 MPH (ULTIMATE DESIGN) = 124 MPH (NOMINAL DESIGN) ❑ 130 MPH (ULTIMATE DESIGN) = 101 MPH (NOMINAL DESIGN) RISK CATEGORY: ❑ 0.77 (BUILDING CATEGORY 1) © 1.00 (BUILDING CATEGORY II) ❑ 1.15 (BUILDING CATEGORY III) [11.15 (BUILDING CATEGORY IV) SURFACE ROUGHNESS: X❑B ❑C ❑D EXPOSURE CATEGORY: X❑B ❑C ❑D WINDBORNE DEBRIS REGION: ❑ NO X❑ YES © IMPACT RESISTANT GLAZING ❑ IMPACT RESISTANT COVERING ❑ GLLAZING &O COVERIOF NGACT RESISTANT INTERNAL PRESSURE COEFFICIENTS: ❑ 0.00 (OPEN) ®+0.18, -0.18 (ENCLOSED) ❑ +0.55, -0.55, (PARTIALLY ENCLOSED) COMPONENTS AND CLADDING F COMPONENTS AND CLADDING F ZONE 1: +18.7 / -26.1 ZONE 2: +18.7 / -77.3 ZONE 3: +18.7 / -116.3 ZONE 4: +46.1 / -50.0 ZONE 5: +46.1 / -61.7 , THESE PLANS AND ALL PROPOSED W'GP% ARE SUBJU T TO ANY CORRECT:QNS `REOUIRED BY FIELD INSPECTORS TIIA1 11. MAY BE KCESSARY IN OAD29 TO COMPLY W n ALL APPLICAtUE CONT£3. 7 D SEP 1 3 RECD �G a WIND LOAD DIAGRAM FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. I,"', LU Z XI iY E�¢NN �zw o C) N a 9 LU ID LL F- LLJ (� UZ (DZ Q W J m w 1 0 w z v �9 m s w ^ �2 N < Q C wcnaLL o w U U O w J w �DO 0 0 O z � w ¢ QM o Lu W cM !- N \ c u/ P � J ¢ z z � = LU o z = >LL w z < o z cc Cl) U O LLI z cc N cr Hao O z ¢;LO CO z ti uu co U Q it N Lu O co LU C0 i LU 0 t O I- CD U �o Q a- J X a J � 0- O w 0 OJ O w >- Lo rJi a CCJ_ o w u Z w G o> w ¢ -0 Q 'M v dWW x a LL EL 0 SEAL AtiU Y , CO ��`Q00��G E N S. w 44643 > Of - Lu U) :9" STATE OF .4 0 R IV..-* C U) s fONA' E�� X ROBERT WAYNE CASE a x FLORIDA PE. #44643 III _J RELEASE DATE & CO. COMMENTS 08-22-17 M PROJECT NO. 2017-058 ISSUE DATE 07-12-17 DRAWN s CHECKED TS BC S102 (Approval to plan deviation will be indicated with the following circled initials : ) e STEEL COLUMN BEYOND 4" SLAB ELEV. = 23.50' ,•. • ". •' ,� '• FINISHED FLOOR •— FIN. GRADE ELEV. = 23.17' `.' ' : ^';`�'.•• '-•• �...:• , •. � • _—III—III=III-� • ° J #5 TRANSVERSE II=III=I ••• @ 24" O.C. (TYP.) I (3) #5 CONT. IN"0 10 CONTINUE MONOLITHIC FTG, REINFORCEMENT THRU 3" MIN. COVER CONC. PAD FTG'S. CONC. PAD FTG. BEYOND SECTION THRU CONTINUOUS MONO. 1 CONC. FTG. (NORTHEAST SIDE OF BLDG.) s103 3 /4"=1'-0" VERT. STEEL COLUMN BY STEEL BLDG. MFT. FINISHED FLOOR ELEV. = 23.50' •.• ' l •• •, . ,� •• ,•., , FIN. GRADE ELEV. = 23.1 .A '••�' •/� . • • ~. s••. • ,.•..� fi, ' �: •/ . •'•..:� • 4 - -III-III-III i i ' •I I .: •� .:: *' .•: '• • ..�. � ; � .: � j• L '. , .•• ... ^ .4; ': • ! . -III-I I •I �', 4:: •: ... :.,. • ::, • .•: ' .;: • . ':;. "� :' ;., ' • • '�' " ' ,24" LONG ANCHOR BOLTS ..•� :''• ::...;(DIA. BY BLDG. MFT.)''.: MONOLITHIC �•� s. • • !a is:.. • • • : r •.• . A• •., I FTG. BEYOND — : ;, ... ..�. •..' ,: ;/. .. , BOTTOM OF FTG. ELEV? = 21.0' 8'-0" (8) #5 EA. WAY, TOP & BOTTOM_"4" MIN. COVER NOTE: CONTINUE MONOLITHIC FTG. REINFORCEMENT THRU CONC. PAD FTG'S. SECTION THRU CONC. HAU I- 1 U. 4 (NORTHWEST SIDE OF BLDG.) 5103 3/4"=1'-0" STEEL COLUMN BEYOND 4" SLAB FIN. GRADE ELEV. = 23.17' ". ; ••' 'sue•— ; a .• !, _ -I I I -III -III .• •... II=III=I " ' • • #5 TRANSVERSE a•'• @ 24 O.C. (TYP.) (3) #5 CONT. 0» NOTE: CONTINUE MONOLITHIC FTG. 3" MIN. REINFORCEMENT THRU COVER CONC PAD FTG'S ELEV. = 23.50' FINISHED FLOOR �— CONC. PAD FTG. BEYOND SECTION THRU CONTINUOUS MONO. 7 CONC. FTG. (SOUTHEAST SIDE OF BLDG.) S103 3 /4"=1'-0" FIN. GRADE ELEV. = 23.17 MONOLITHIC =TG. BEYOND (8) #5 EA. WAY, TOP & BOTTOM L FIN VERT. STEEL COLUMN BY STEEL BLDG. MFT. ELEV. = 23.50' :� •.• : ,•' ' ' : ! : FINISHED FLOOR .'e y / M • ' a• ' Y' '•;',� - 24" LONG ANCHOR BOLTS . • ' ': ,•.+. ' ""' . •':/ .. (DIA. BY BLDG. MFT.) <, ;:...a... ;•:.�;: .: ELEV. = 20.50 BOTTOM OF FTG. 5-0" 4" MIN. NOTE: COVER CONTINUE MONOLITHIC FTG. REINFORCEMENT THRU CONC. PAD FTG'S. SECTION THRU CONC. PAD FTG. 2 (NORTHEAST SIDE OF BLDG.) S10 3/4"=1'-0" STEEL COLUMN BEYOND 4" SLAB GRADE ELEV. = 23.17"" . - -III- I I -III ^ •.., •. ; II=III=I #5 TRANSVERSE 24 O.C. (TYP.) I I (3) #5 CONT. NOTE: CONTINUE MONOLITHIC FTG. REINFORCEMENT THRU CONC. PAD FTG'S. 3" MIN. COVER ELEV. = 23.50' Agk FINISHED FLOOR CONC. PAD FTG. BEYOND SECTION THRU CONTINUOUS MONO. 5 CONC. FTG. (SOUTHWEST SIDE OF BLDG.) S103 3/4„=1'-0" VERT. STEEL COLUMN BY STEEL BLDG. MFT. fn FINISHED FLOOR ELEV. = 23.50' FIN. GRADE ELEV. = 23.17' i• •/� . • . �, ••.:•..� .;�•'0. ; i •a ;••• •�. _ _-III-I I ,III 11'•11.. • .�:�: •:•. • �.:;';: i. � ,., •..• •, • ,, ... • , . =III=1 I •• �P, : 4:: •� •" .•..: ,•'. •`� " . /';•:: •/':•. � .. • • :' �' • r24" LONG ANCHOR BOLTS •" > ;(DIA. BY BLDG. MFT.)''•: :. .. MONOLITHIC . e: • s ;tAd • • 0 FTG. BEYOND — •• , • .` •.; ,' a. BOTTOM OF FTG. ELEV. = 21.0 (8) #5 EA. WAY, TOP & BOTTOM 4" MIN, COVER NOTE: CONTINUE MONOLITHIC FTG. REINFORCEMENT THRU CONC. PAD FTG'S. SECTION THRU CONC. PAD FTG. 8 (SOUTHEAST SIDE OF BLDG.) S103 STEEL COLUMN BEYOND 4" SLAB FIN. GRADE ELEV. = 23.17' '> •' ✓.'.' ' / =III=III=I I$ / ° •, • #5 TRANSVERSE —III=I • :: @ 24" O.C. (TYP.) 1 I I (3) #5 CONT. NOTE: CONTINUE MONOLITHIC FTG. 3" MIN. REINFORCEMENT THRU COVER CONC PAD FTG'S ELEV. = 23.50' FINISHED FLOOR �— CONC. PAD FTG. BEYOND SECTION THRU CONTINUOUS MONO. 3 CONC. FTG. (NORTHWEST SIDE OF BLDG.) S103 3/4"=1'-0" FIN. GRADE ELEV. = 23.17' MONOLITHIC FTG. BEYOND (8) #5 EA. WAY, TOP & BOTTOM VERT. STEEL COLUMN BY STEEL BLDG. MFT. REINFORCEMENT ELEV. = 23.50' :� •,• : ' ; ,•' •, ' ' • ' FINISHED FLOOR �: .'e .. • .1 .• /. :•. .•. M • '.•' '•: • 24" LONG ANCHOR BOLTS .. y ;5' . • •'• ':: ' ""' '.,:' • ••• (DIA. BY BLDG. MFT.) L .. ,:•. L ° •;'•• :•:.�;•: .: 20.50 F :..�. i• ELEV. = BOTTOM OF FTG. 5'-0" i 4" MIN. NOTE: COVER CONTINUE MONOLITHIC FTG. i THRU CONC. PAD FTG'S. SECTION THRU CONC. PAD FTG. F (SOUTHWEST SIDE OF BLDG.) L M W L m LL Ur a < z W o o > f U1■' N a N r LL I— W (n Z I Q W --_J r 0 m Z Z LL �v z Q 2 -oo U v U U U ui E N r .J O N n L m N (n 2 LL U J J U) O ry r W M O W Cn N a z o o _ > Q ¢ o W � z U N 00 O Lc.) L0 r` ti O W a� Oo L_ ``^^ vJ J X J o 000 r LL ZCJ_ a ui w w G � Q Cti3 ¢ v a a LL M U_ ;EAL ,•,QQ��PG cn j �N F ••�` •� Q* '• No 44643 THESE PLANS AND ALL PROPOSSD WOFiIt a 9 �• STATE OF: ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED � � O�'• {�a <v BY FIELD INSPECTORS THAT ' ',,SS MAYBE NECESSARY IN QRDLII TO i °If1fs�SE COMPLY WITH ALL APPUCAME CODES. 0- ii FLORIUA'P #44643 J r RELEASE DATE o,: $ mill NNo FAMILY DOLLAR REVIEW STAMP ❑ "REVIEWED" ❑ "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) I S103 T/FTG. EL. SEE PLAN T FTG. EL. SEE PLANT 11i/ \�11 ?1 NOTE: FOR PIPES RUNNING PARALLEL TO STRIP FTG'S. FTG. DEPTH & PIPE LOCATION SHALL BE COORDINATED SO THAT THE PIPE IS NOT WITHIN FTG. LOAD DISTRIBUTION INFLUENCE LINE AS ILLUSTRATED. TYP. PIPE PARALLEL TO WALL 1 1/2" COMPRESSIBLE MATERIAL AROUND PIPE OR PROVIDE PIPE SLEEVE, TYP. NO PIPE TO BE PLACED WITHIN FOOTING AT EXISTING PIPES WRAP '• W/ 2" STYROFOAM OR SLICE PVC PIPE 2" DIA. LARGER & PLACE AROUND PIPE (SEAL •: ;. SLIT W/ DUCT TAPE). CONCRETE FILL IS TO BE PLACED BEFORE FOOTING IS POURED AND TO BE THE SAME WIDTH AS FTG. POUR FULL WIDTH OF PIPE TRENCH TYP. PIPE PENETRATION THRU WALL PIPE PENETRATION OF 1 FOUNDATION DETAIL S104 SCALE: nts 6" DIA. STRUCTURAL STL. • PIPE COLUMN BY STL. O BLDG. MFT. • BASE PLATE, ANCHOR BOLTS, & LEVELING NUTS BY STL. BLDG. MFT. 4" CONC, SLAB I I 1 /2" COL. I I ISOLATION JOINT I I I rn 9` •. ..�':t • •• ;�, •. II•'. •� �IF '• • .. .. a •. • •••.r� .jre•. II ". ' •. n . - .:Ile• ' ' � '�`• ' ..!', • ..,' REBAR E.W.. ;I "..' p .. '. a -� ' �•' 10 —0 STL. PIPE COLUMN S104 SCALE: N.T.S. 6" DIA. STD. PIPE FILL W/ CONC. TO APPROX. WT. CROWN CONC. OF 150 LBS. 4'— 0, PAINT FIN. GRADE OR TOP OF PAVEMENT. 3,_O„ CONC. FOOTING DIA. BOLLARD DETAIL g N.T.S. S104 #5 (� HAIRPINS 20' LENGTH EA. PAD FTG. SIZE VARIES ACCORDING TO SCHEDULE CONC. PAD FOOTING PLAN VIEW (TYPICAL) SCALE: N.T.S. IF REQ'D. BY SPECS. PROVIDE JOINT SEALANT FINISH FLUSH W/ SURFACE, TYP. Je 1/8" SAWCUT ------------ —--------- ° CONT. VAPOR BARRIER, TYP. CRACK CONTROL JOINT (CCJ) NOTES: 1. JOINTS SHALL BE SAWCUT BETWEEN 4 & 12 HOURS O AFTER CONCRETE IS PLACED. 2. USE STRAIGHT BULKHEAD, COAT WITH FORM OIL. 3. COAT EXPOSTED VERTICAL SURFACE OF CONCRETE WITH FORM OIL BEFORE POURING ADJACENT STRIP. 4. USE CONSTRUCTION JOINT INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLANS. STOP REINF. EACH SIDE OF JOINT WRAP & GREASE THIS SIDE OF ALL DOWELS #5 REBAR 0 8" O.C. EA. WAY TYPICAL. 2 104 25" BENT BAR 25" LAP SP ICE AT LAP EACH CORNER TYP. FF Na >_ II Ij 1 #5 DOWEL IN CORNER I I II II (3) #5 CONT. ICI \ 1/8" SAWCUT FOOTING & FOUNDATION CORNER DETAIL N.T.S. ---'=------�I c CONT. VAPOR BARRIER, TYP. 3/4" DIA. PLAIN BARS 0 1'-0" O.C. CONSTRUCTION JOINT (CJ) JOINT SEALANT, SEE SPEC. FINISH FLUSH W/ SURFACE TYP. 1 ° EXPANSION JOINT AT WALL (EJ) TYPICAL SLAB ON GRADE JOINTS 7 SCALE: nts 5104 COLUMN ISOLATION 5 JOINT S104 SCALE: N.T.S. HAIRPIN DETAIL 8 SCALE: N.T.S. S104 THESE PLANS AND ALL PROPOSED WORK ARE SU84CT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT "• MAY BE NECESSARY IN OIRDLh1 TO COMPLY WITH ALL APPLICADILE CODES. 01 :. ly FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED -RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) i,, vovm m M O> 6) L M I Z @ J OJ O> LL D D m zW O C U�> am LL I_ LLJ 2 Z - 0 Z 2', W Q Q O m J `r � M N W W Z N N O �M Z Z 4 o LL O M d o wo O U s ^N 4) E U N N d C N N R L 0 w U 0 O a w X w ca F- 0 z w r w x I- ua U Z w 2 Z CD U) W 0 Of W F- 0 z CJ F— z w 2 M U O 0 w U) w _ F- O F— U) F— uj w 0- 0 Of 0- K w N O _1 z H 2 CD r SEAL a No 44643 LLw • ° 90t STATE OF ��•� co J+:`���p`y X FLORIDA PE. #44643 J.. _. .....� - JI lL"I IYV. S104 AjC-1 11 9 � I 10TONS (" 1 1125TONS TYP CIO - O'•'2V 12 i SALES SUPPORT 106 m m "mow 12 CD SALES AREA {L_ 101 i I ®O ' " 12 w � � MECH NICAL FLOOR r5 l 1 3/32„_V-0„ COORDINATE MECHANICAL WITH STORE LAYOUT DRAWING i2? O F 10 L MECHANICAL PLAN KEYED NOTES )' O TWO PAD MOUNTED PACKAGED UNITS. MECHANICAL ENGINEER SHALL UTILIZE HVAC LOAD 13 VENSTAR BUILDING MANAGEMENT SYSTEM. VERIFY EXACT LOCATION WITH ELECTRICAL. CALCULATION TO DETERMINE ACTUAL SIZE REQUIRED FOR ACTUAL CLIMATE LOCATION CONDI1ONS FOR PROJECT AREA. 14 PROVIDE MINIMUM 250 CFM FOR DUCT MOUNTED GRILLES. (TYPICAL OF 2) O2 PROVIDE PROPER CLEARANCES BETWEEN UNITS, AS REQUIRED BY MANUFACTURER. PROVIDE CONCRETE EQUIPMENT PADS FOR TWO PACKAGED UNITS. ONE PAD FOR ALL UNITS IS 15 RUN INSULATED DUCTWORK UP TIGHT AGAINST BUILDING WALL TO ABOVE LIGHTS. ALL SQUARE ACCEPTABLE, PROVIDED PROPER CLEARANCES ARE PROVIDED FOR EACH UNIT. FIELD ELBOWS SHALL INCLUDE SINGLE THICKNESS TURNING VAN S. COORDINATE ACTUAL LOCATION WITH CIVIL SITE PLAN, PROPERTY LINES, & STRUCTURAL. h PROVIDE FENCING AROUND EQUIPMENT PADS IF REQUIRED. ® CONTRACTOR TO PROVIDE STANDARD THERMOSTAT FOR INITIAL COMMISSIONING OF HVAC SYSTEM. MOUNT AT 9'0" A.F.F. PROVIDE ONE THERMOSTAT NEAR CASH WRAP AND ONE NEAR DIAGONALLY OPPOSITE SIDE OF SALES AREA NEAR BACK WALL. THERMOSTAT SHALL BE WIRED BY MECHANICAL CONTRACTOR. VENSTAR CONTRACTOR WILL REPLACE THERMOSTAT WITH PERMANENT SENSORS AT TIME OF VENSTAR INSTALLATION. FINAL LOCATIONS PER SITE LOCATION AND CODE REQUIREMENTS. )i 5 NOT USED O © NOT USED I s{ T O OPEN END DUCT WITH MESH SCREEN DUCTWORK SHALL BE GALVANIZED SHEET METAL FABRICATED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA RECOMMENDATIONS. FIBERGLASS DUCTBOARD SHALL NOT BE USED AND WILL DUCTWORK COORDINATION NOTE: I; NOT BE ACCEPTED. SALES AREA LIGHTS ARE BEING INSTALLED AT 11'-6" T TOP Of LIGHT FIXTURE. BOTTOM OF SUPPLY AND (, DUCTWORK SHALL BE INSULATED AS FOLLOWS: RETURN DUCTWORK IN SALES AREA SHALL BE INSTALLS MINIMUM OF 12'-0" AFF. BOTTOM OF RETURN GRILLE EXTERIOR RECTANGULAR DUCTWORK IN SALES AREA SHALL BE AT 11'-6" AFF MIN. BOTTOM OF SALES SUPPORT DUCTWORK SHALL NOT BE BELOW ALL EXTERIOR SUPPLY AND RETURN DUCTWORK SHALL BE INTERNALLY LINED (USE 10'-0" AFF AND OFFICE/TOILET DUCTWORK SHALL BE ABOVE SUSPENDED CEILING TO ALLOW ADEQUATE ACCESS. CERTAINTEED-150 2" LINER WITH R-VALUE OF 8) TO 12" MINIMUM INSIDE. IT IS THE RESPONSIBILITY OF THE GC AND MC TO COORDINATE DUCTWORK SIZES AND LAYOUT WITH METAL IN THE SALES SUPPORT AREA) BUILDING MANUFACTURER PRIOR TO FABRICATION OF METAL BUILDING. GC AND MC SHALL ALSO FIELD VERIFY INTERIOR RECTANGULAR DUCTWORK (EXPOSED ACTUAL METAL BUILDING STRUCTURAL ON -SITE CONDITIONS PRIOR TO FABRICATION AND INSTALLATION OF ANY ALL INTERIOR RECTANGULAR SUPPLY AND RETURN DUCTWORK EXPOSED IN THE SALES ' SUPPORT AREA SHALL PROVIDED WITH 1" LINER. DUCTWORK AND NOTIFY ARCHITECT/ENGINEER IMMEDIATELY OF ANY CONFLICTS. INTERIOR RECTANGULAR DUCTWORK EXPOSED IN THE SALES AREA) THE FIRST 4' OF INTERIOR RECTANGULAR SUPPLY AND RETURN DUCTWORK EXPOSED IN THE VENTILATION CALCULATIONS SALES AREA SHALL BE PROVIDED WITH 1" LINER. INTERIOR SPIRAL DUCTWORK EXPOSED IN THE SALES AREA INTERIOR SPIRAL DUCTWORK EXPOSED IN THE SALES AREA IS NOT REQUIRED TO BE CALCULATIONS BASED ON THE 2012 MECHANICAL CODE TABLE 403.3 INSULATED SINCE IT IS RUN IN A CONDITIONED AREA. ALL CONCEALED DUCTWORK (RECTANGULAR OR SPIRAL) FAMILY DOLLAR ALL CONCEALED DUCTWORK (RECTANGULAR OR SPIRAL) RUN ABOVE THE CEILING SHALL BE OFFICE/ BREAK (OFFICE SPACE} WRAPPED WITH 2" FIBERGLASS INSULATION. = (90 SQFT X 0.06 CFM/SF) + (90 SQFT X 5 PERSON/1000 SF X 5 CFM/PERSON) ih = 7 CFM 1 INTERNAL INSULATION SHALL BE MINIMUM 1" THICK 1-i PCF FIBERGLASS, NEOPRENE COATED, SALES FLOOR (SUPERMARKET} AND ADHERED WITH AN APPROVED ADHESIVE WITH 100% COVERAGE AND STICK CLIPS ON 12" = (7436 SQFT X 0.06 CFM/SF) + (7436 SQFT 8 PERSON/1000 SF X 7.5 CFM/PERSON) CENTERS. INTERNALLY LINED INSULATION SHALL MEET BACTERIOLOGICAL STANDARD ASTM C = 892 CFM #g 665. SHEET METAL SIZES SHALL BE INCREASED ACCORDINGLY TO ALLOW FOR DUCT LINER. CORRIDOR (CORRIDOR} ({ _ (75 SQFT) X (0.06 CFM/SQFT) O PROVIDE CEILING MOUNTED EXHAUST FANS (MINIMUM 75 CFM EXHAUST) OUT TO WALL CAP. SALESFSUPPORT (RECEIVING} INTERLOCK FANS WITH RESTROOM LIGHTS. = (719 SQFT) X (0.12 CFM/SQFT) 10 PROVIDE MINIMUM 150 CFM SUPPLY AIR IN OFFICE. = 86 CFM 11 PROVIDE LOUVERED DOOR GRILLE FOR RETURN AIR TRANSFER. = 7 CFM + 892 CFM + 5 CFM + 86 CFM = 990 CFM 96 12 PROVIDE SUPPLY GRILLES IN SALES AREA. SUPPLY AIR DIFFUSERS ARE TO BE DUCT MOUNTED SYSTEM PROVIDES 1000 CFM TOTAL. y, SUPPLY GRILLES. GRILLES FACING FRONT OF STORE SHALL BE MOUNTED AT 45 DEG. GRILLES EACH UNIT IS TO PROVIDE 500 CFM OF FRESH AIR TO SPACE. s! FACING THE SIDES OF THE STORE SHALL BE MOUNTED AT 0 DEG. SEE DETAIL 6/M-3.0. HVAC GENERAL NOTES 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT IN STRICT ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND PER MANUFACTURER'S DIRECTIONS. 2. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSE, INSPECTIONS, APPROVALS, AND FEES. 3. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE INSTALLATION OF ANY MATERIALS OR EQUIPMENT. 4. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL LOCATION AND ARRANGEMENT OF ALL MATERIALS AND EQUIPMENT. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS BUILDING CONSTRUCTION AND ALL OTHER WORK WILL PERMIT. 5. DO NOT SCALE DRAWINGS FOR MEASUREMENTS. 6. ALL DUCT DIMENSIONS SHOWN ARE INTERIOR DUCT DIMENSIONS. 7. ALL PENETRATIONS THROUGH EXTERIOR WALLS SHALL BE FLASHED & COUNTERFLASHED IN A WATERPROOF MANNER. (COLOR TO MATCH EXTERIOR). 8. SEAL ALL PENETRATIONS OF RATED WALLS WITH FIRE DAMPER, SEALANT MATERIAL APPROVED BY LOCAL CODE. 9. ALL SUSPENDED MATERIALS AND EQUIPMENT SHALL BE INDIVIDUALLY SUPPORTED FROM THE BUILDING STRUCTURE. DO NOT SUSPEND ITEMS FROM THE CEILING OR ITS SUPPORT SYSTEM. 10. INSTALL ALL CONTROL DEVICES, INCLUDING THERMOSTATS AND SWITCHES, 4'-0" ABOVE FINISHED FLOOR. PROVIDE THE REQUIRED DEVICE(S) FOR ALL SYSTEMS WHETHER LOCATED ON THE PLANS OR NOT. 11. LOCATE CEILING DIFFUSERS IN ACCORDANCE WITH ARCHITECTURAL REFLECTED CEILING PLANS (IF PROVIDED). 12. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES AROUND MECHANICAL UNITS FOR MAINTENANCE AND FILTER REMOVAL. 13. ALL PIPING AND DUCTWORK LOCATIONS SHALL BE COORDINATED W/ WORK UNDER OTHER DIVISIONS OF THE SPECIFICATIONS, TO AVOID INTERFERENCE. 14. REFER TO MECHANICAL KEYED NOTE 8 ON MECHANICAL FLOOR PLANS FOR DUCTWORK INSULATION REQUIREMENTS. 15. CERTIFIED TEST AND BALANCE CONTRACTOR SHALL BALANCE SYSTEM TO AIR QUANTITIES INDICATED ON PLANS AND PROVIDE OWNER'S REPRESENTATIVE AND FD PROJECT MANAGER WITH COMPLETE BALANCE REPORT. IF BALANCING DAMPERS ARE NOT PROVIDED IN RETURN DUCTWORK, CONTRACTOR SHALL BALANCE SUPPLY SIDE TO AIR QUANTITIES INDICATED ON PLANS AND SHALL BALANCE OUTSIDE AIR AND RETURN AIR FLOWS AT THE AIR HANDLER TO AIR QUANTITIES INDICATED IN THE SCHEDULE. PROVIDE NEW AIR FILTERS FOR EACH UNIT. 16. AS REQUIRED BY LOCAL CODES, MECHANICAL CONTRACTOR SHALL PROVIDE U.L LISTED FIRE DAMPERS WHERE REQUIRED FOR FIRE PROTECTION REQUIREMENTS OF THE HVAC SYSTEM & THE UL ASSEMBLY. 17. PROVIDE 1 YEAR WARRANTY ON ALL EQUIPMENT AND 5 YEAR WARRANTY ON ALL COMPRESSORS. 18. ALL ACTUATORS ON MOTORIZED DAMPERS, SMOKE DAMPERS, AND FIRE -SMOKE DAMPERS ARE TO BE LOW VOLTAGE UNLESS OTHERWISE NOTED. 19. REFER TO APPENDIX B FOR SITE SEISMIC CLASSIFICATION. A COMPLETE SYSTEM OF SEISMIC RESTRAINTS SHALL BE DESIGNED BY MASON INDUSTRIES (OR EQUAL) & SEALED BY THEIR REGISTERED ENGR & INSTALLED BY THIS CONTR. AS REQ'D BY APPLICABLE CODES FOR THE LOCALE OF THIS PROJECT. SEISMIC RESTRAINTS FOR SEISMIC CLASSES D, E, AND F SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL FOR REVIEW PRIOR TO INSTALLATION. 20. ALL MAIN DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS. RUNOUTS (CONCEALED ABOVE CEILINGS) FROM MAIN/BRANCH DUCTS MAY BE FLEXIBLE DUCT CONFORMING TO THE REQUIREMENTS OF UL 181 FOR CLASS 1 FLEXIBLE AIR DUCTS. MAX 10' FLEX PER RUNOUT. 21. THE MECHANICAL CONTRACTOR SHALL PROVIDE LOW VOLTAGE CONTROL LINES TO THE PACKAGE UNIT. COORDINATE ROUTING AND INSTALLATION WITH THE GENERAL CONTRACTOR. 22, ELECTRICAL CONTRACTOR TO PROVIDE ALL HIGH VOLTAGE ELECTRICAL WIRING, CONDUIT, DISCONNECT SWITCHES, FUSES, ECT. TO PACKAGE UNITS. ALL FINAL ELECTRICAL CONNECTIONS ARE BY ELECTRICAL CONTRACTOR. 23. MECHANICAL CONTRACTOR SHALL VERIFY LOCATION OF ALL PENETRATIONS FOR WALL CAPS WITH ARCHITECT & OWNER PRIOR TO INSTALLATION. 24, MECHANICAL CONTRACTOR SHALL PAINT ALL VENT CAPS. CONFIRM COLOR WITH ARCHITECT & OWNER PRIOR TO INSTALLATION. 25. PENETRATIONS OF RATED WALLS, PARTITIONS AND FLOORS OF NON- COMBUSTIBLE CONSTRUCTION SHALL BE FIRESTOPPED WITH NONCOMBUSTIBLE MATERIALS. PENETRATIONS OF NONRATED WALLS, PARTITIONS AND FLOOR OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRESTOPPED WITH MATERIALS EQUIVALENT TO TWO INCHES OF WOOD. FIRESTOPPING SHALL COMPLY WITH ASTM E-814. 26. ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR MECHANICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. 27. ROOF PENETRATIONS WILL NOT BE ACCEPTED BY FAMILY DOLLAR. IF COOLER/FREEZER CONDENSERS ARE ON ROOF, FIELD ROUTE REFRIGERANT PIPING ACROSS TOP OF ROOF AND DOWN SIDE OF EXTERIOR WALL INTO VERTICAL EXTERIOR WALL MOUNTED COVER PLATE AND PENETRATE EXTERIOR WALL MINIMUM 12'-0" AFF. SIZE REFRIGERANT PIPING IN ACCORDANCE TO MANUFACTURER'S PUBLISHED RECOMMENDATIONS. ROUTE ALL REFRIGERANT ONES TIGHT TO STRUCTURE IN A NEAT AND ORDERLY LAYOUT. DIFFUSER SCHEDULE SYMBOL CFM NECK SIZE MODULE SIZE FRAME TYPE I PATTERN DAMPER € MATERIAL C SERVICE I FINISH MANUFACTURER & MODEL NO, NOTES OA AS NOTED AS NOTED 12x12 LAY -IN 4-WAY YES STEEL SUPPLY NOTE 2 METALAIRE 5700 1 OB m ...__ AS NOTED ......... ........_. AS NOTED , AS NOTED __ DUCT 2-WAY . YES .... STEEL SUPPLY NOTE 2 METALAIRE 4004SP-1 1 4 © _ AS NOTED ------ ---- .... ........... AS NOTED .,__ . AS NOTED _.._ann,_ DUCT _____ 2-WAY ,,.... __._,. YES STEEL SUPPLY NOTE 2 METALAIRE 4004SP-1 1 5 OD AS NOTED AS NOTED AS NOTED SIDEWALL - NO STEEL ..... RETURN NOTE 2 ._.. ,.....,.. ... .,.... METALAIRE SRH - 1 ..._n._._........ OE AS NOTED I AS NOTED AS NOTED -... DOOR ..m........................_._,... - _..................... NO ALUMINUM TRANSFER NOTE RANSFE2 METALAIRE DG DF 1 _ NOTES: 2. FINISH TO MATCH / BE ABLE MATCH CEILING OR WALL OR DOOR. COORDINATE FINISH WITH GC AND ARCHITECTURAL PLANS. 1. DIFFUSER DESIGNATIONS ON PLANS AS FOLLOWS: 3. ACCEPTABLE MANUFACTURERS: CARNES, TUTTLE & BAILEY, PRICE, DIFFUSER OR AND TITUS (NO SUBSTITUTIONS). NECK SIZt. -�_ 8x4 �DIFFUSER A TYPE AS NOTED ABOVE 4. MOUNT DIFFUSER 45 DEGREES FROM HORIZONTAL. SEE DETAIL 6/M' AIR QUANTITY -�� 75 5. MOUNT DIFFUSER 0 DEGREES FROM HORIZONTAL. SEE DETAIL 6/M3.0 MECHANICAL LEGEND 18x14 RECTANGULAR DUCT 6"0 ROUND METAL DUCT "-� FLEX/RIGID ROUND DUCT ELBOW WITH TURNING VANES r- VOLUME DAMPER 4=" SUPPLY TAP WITH VOLUME DAMPER SUPPLY TAP ® SUPPLY DIFFUSER/GRILLE 0 RETURN REGISTER/GRILLE E EXHAUST REGISTER/GRILLE ® VERTICAL SUPPLY DUCT Z VERTICAL RETURN DUCT Z VERTICAL EXHAUST DUCT SIDEWALL DIFFUSER/GRILLE MECHANICAL EQUIPMENT TYPE XX CEILING EXHAUST FAN TO THERMOSTAT BY MC J DUCT SMOKE DETECTOR, FURNISHED BY E.C., INSTALLED BY M.C. IN DUCTWORK, AND WIRED BY E.C. coz CO2 SENSOR BY MC LOUVERED DOOR (SEE ARCHITECTURAL DRAWINGS) {}- 3/4" DOOR UNDER CUT FDA- U.L. FIRE DAMPER RDA U.L. CEILING RADIATION DAMPER FSD 10- U.L. FIRE -SMOKE DAMPER Ay AUDIO/VISUAL DEVICE TIED TO DUCT SMOKE DETECTOR. FURNISHED AND INSTALLED BY E.C. HVAC EQUIPMENT NATIONAL ACCOUNT NOTE: FAMILY DOLLAR HAS A NATIONAL ACCOUNT HVAC AGREEMENT WITH YORK INTERNATIONAL AND CARRIER CORPORATION. THE HVAC EQUIPMENT SHALL BE PURCHASED THROUGH THE NATIONAL ACCOUNTS PROGRAM - NO EXCEPTIONS. NO OTHER MANUFACTURERS WILL BE ACCEPTED. THE HVAC MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND ACCEPTING THE EQUIPMENT, VERIFYING THE PROPER QUANTITIES AND VOLTAGE, LABOR, 1ST YEAR WARRANTY, INSTALLATION MATERIAL, AND TEMPORARY STORAGE. MECHANICAL CONTRACTOR SHALL PROVIDE VOLTAGE, HEAT AND ANY SITE SPECIFIC REQUIREMENTS FOR THE THE HVAC EQUIPMENT AT TIME OF PLACING ORDER. MECHANICAL CONTRACTOR SHALL PROVIDE EQUIPMENT SCHEDULE TO EQUIPMENT CONTACT PERSONS WITH QUOTE REQUEST. ALL MODEL NUMBER AND CONTACT INFORMATION IS SUBJECT TO CHANGE WITHOUT NOTICE. FOR CARRIER NATIONAL ACCOUNTS (#IA7331) CONTACT MATT COOK 860-436-8055 OR EMAIL TO MATT.000KOCARRIER.UTC.COM. FOR YORK NATIONAL ACCOUNTS, CALL 800-481-9738, FAX 866-406-9675 OR EMAIL TO BE-NA-FAMILYDOLLARCJCI.COM. PACKAGED AC UNIT SCHEDULE SUPPLY - FAN DATA HEATING COOLING CAPACITY CAPACITY ELECTRICAL DATA I UNIT AREA --- ____..�.....__...._.._ � .... ..._,_ _._ ._,.__._. m.... ... MIN.EXT. m......,. MCA - MANUFACTURER UNIT UNIT EER NOTES & MODEL TONNAGE WEIGHT(LBS) NO. SERVED TOTAL O/A FAN MOTOR ELEC. TOTAL SENSIBLE P. VOLT MAX CFM CFM IN WG RPM i BHP - KW MBH MBH I FUSE AC 1 - 4000 600 0.8 I MFG. 2.4 - 16.0 125.6 116.1 208/3 60 54.6 YORK 10.0 11.2 902 AC 2 - 5000 600 0.8 ^MFG. 2.9 - 16.0 145.0 135.0 208/3 70 58.4 RK ZXOE14 12.5 11.2 941 - NOTES: 1. COOLING CAPACITIES ARE RATED IN ACCORDANCE WITH ARI STANDARD 210/290 AT 95F AMBIENT OUTDOOR AIR TEMP., 80-F 7. DUCT SMOKE DETECTOR TO BE PROVIDED BY E.C. AND INSTALLED BY DRY BULB, 67' WET BULB ENTRANCE AIR TEMP., AND NOMINAL AIR QUANTITY LISTED. M.C. 2. PROVIDE MANUFACTURER'S 7-DAY PROGRAMMABLE AUTOMATIC CHANGEOVER HEAT/COOL THERMOSTAT. PROVIDE WITH OUTSIDE AIR 8. CATALOG NUMBERS AND MANUFACTURERS ARE TO INDICATE TYPE AND TEMPERATURE SENSOR TO LOCKOUT ELECTRIC HEAT WHEN OUTSIDE AIR TEMPERATURE IN ABOVE 40'. QUALITY OF UNIT DESIRED. SUBMIT CUTSHEETS OF THESE AND ALTERNATE MANUFACTURERS FOR ARCHITECT AND OWNER APPROVAL 3. PROVIDE FACTORY OUTSIDE AIR WITH MOTORIZED DAMPER FOR EACH UNIT. PRIOR TO PURCHASE OF ANY UNITS. INFORMATION ON ALTERNATE UNITS PROPOSED BY THE CONTRACTOR SHALL INCLUDE THE 4. PROVIDE NEW FILTERS FOR EACH UNIT AT TURNOVER TO OWNER. ADD/DEDUCT ASSOCIATED WITH ACCEPTANCE OF THAT UNIT (OR THE ALTERNATE PACKAGE AS A WHOLE). 5. ALL ACCESSORIES AND OPTIONS ARE TO BE FACTORY INSTALLED. 6. PROVIDE SINGLE -POINT ELECTRICAL CONNECTION. FAN SCHEDULE UNIT I TYPE & MIN. MOTOR HP MANUFACTURER SERVICE SAERRVED CFM I S.P. € RPM ARRANGEMENT & VOLTAGE & MODEL NO. ( 49 WATTS/0.58A } GREENHEC EF-1 I EXHAUST I RESTROOMS 75 MIN. i 0.25" 950 CEILING 120/10 SP-A110 NOTES: 1. INTEGRAL BACKDRAFT DAMPER. 3. SPEED CONTROLLER LOCATED ABOVE CEILING NEAR FAN 2. INTEGRAL DISCONNECT SWITCH 4. WC-6 HOODED WALL CAP WITH BUILT-IN BIRDSCREEN AND BACKDRAFT DAMPER, SEAL AND CAULK. PAINT TO MATCH EXTERIOR. DRIB CONTROL SCHEME ( REMARKS DIRECT A 1-4 CONTROL OPTIONS: A. CONTROL W/ ROOM LIGHTS THESE PLANS AND ALL PROPOSED WCAK ARE SUBJECT TO ANY CORRECTIONS ''REQUIRED BY FIELD INSPECTORS THAT %- MAYBE NECESSARY IN OfiDeR TO COMPLY WITH ALL APPucAaLE CODES. FSEP 1 3 RECD L FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) 6 w U O Ir- W W m O 0 z w r w 2 H LLI U z W z CD co w 0 w x H cn H z w U O 0 w w x I- O I- x w a O a LU w F- 0 J J ¢ 0 z x O N V N f^• ' m O N N M L M LU V Z NLLOO Il n E 7 M M , z LU o U O. � N d U ,L1 UJ LU LL I- 1', W Vi Z Z Z Q Uj Q a m J cn N W W N rn V M Z O LL O O @ > N N V v c n0 r U i6 E K Q N Q r 0 U 7 L O LU H O 06 Cn ,I J ZD o ,f U Cn a. _U w =J U w LU w x } SEAL a, O v°��oeu4i %%00..ENSFgS�p W - � - U) , p ; cr W i � ',.V. STATE OF :�4u� W "0�SS70NAti ��°°`. R0kRTat$,4F4`6W0 SE X !, FLORIDA PE.#44643 w - RELEASE DATE itFAICO. COMMENTS 108-22-17 M-1.0 GROUND MOUNTED UNIT SLOPE CURB AWAY FROM UNIT P-TRAP WITH CLEAN OUT PVC COND. DRAIN �_ r PROVIDE ALUMINUM FLANGE AROUND DUCT AT PENETRATION 4" WIDE 20 GAUGE STRAPS 4'-0" O.C. (4) #14 x 2 1/2" TEK SCREWS TO BUILDING AND (1) #14 TEK SCREW 6" O.C. ALONG STRAP ALL DUCTWORK EXPOSED TO EXTERIOR SHALL BE INTERNALLY LINED (USE CERTAINTEED-150 2" LINER WITH R-VALUE OF 8) TO 12" MINIMUM INSIDE. FLEXIBLE CONNECTION 4" REINFORCED CONCRETE PAD. SEE DETAIL 7/0'.0. CONDENSATE DRYWELL (TYP) SUPPLY OR RETURN AIR PACK OPENING WITH INSULATION. SEAL WATER -PROOF. FLASHING AND SEALANT AT DUCT PENETRATION THRU ALL (ALL SIDES) BUILDING WALL BRACE AND SUPPORT DUCT AS NEEDED. USE —_� MINIMUM 18 GAUGE 2"x2" — — 1-11.µ ANGLE. GROUND MOUNTED PACKAGED UNIT NOT TO SCALE AIR SCOOP FLU SPIN IN COLLAR NTH INTEGRAL SCOOP VOLUME DAMPER WITH 3/8" LOCKING QUADRANT AND END BEARING. SHEET METAL DUCT. END BEARING CIRCULAR CLAMP FLEXIBLE DUCT. NOTES: 1. SEE FLOOR PLANS AND SPECIFICATIONS FOR DUCT INSULATION REQUIREMENTS. 2. TAP OFF TOP/SIDE/BOTTOM OF DUCT AS REQUIRED BRANCH TAKEOFF TO SINGLE OUTLET NO SCALE 9\ (2)1/4" DIA. LAG BOLTS (TAP CONS) BOLT EQUIPMENT TO CONCRETE LINTEL BEAM PER MANUFACTURERS RECOMMENDATIONS 3" WIDE 16 GAUGE GALVANIZED HURRICANE STRAP (4) #14 TEK SCREWS — 1317-14) ..%% __,._, ,.._ �� J NOTE: TTT�THE INTENT OF THIS DETAIL THAT THE CONTRACTOR PROPERLY INSTALL THE CONDENSER TO INSURE THAT THE CONDENSER SHALL WITHSTAND 160 MPH FORCE WINDS. A/C UNIT MOUNTING DETAIL HANGER EXHAUST DUCT j�... =..... ...:. EXHAUST GRILLE CEILING COLOR TO MATCH CEILING 2 EXHAUST FAN DETAIL NO SCALE 45' SUPPLY DUCT 1/3 W, 5" MINIMUM VOLUME DAMPER WITH 3/8" LOCKING QUADRANT AND END BEARING Q J BRANCH DUCT L W NOTES: 1. SEE FLOOR PLANS AND SPECIFICATIONS FOR DUCT INSULATION REQUIREMENTS. 2. TAP OFF TOP/SIDE/BOTTOM OF DUCT AS REQUIRED DNCAL BRANCH TAKEOFF OSE CONDENSER UNIT (RATE FOR 150 MPH WIND) (STRAPS FOR SHORT S 4) STRAPS FOR LONG S DIDE AND SHIM TO PROVIDE LEVEL MOUNTIN CONCRETE PAD END BEARING SPIRAL PIPE SUPPLY DUCT CONDENSATE DRAIN FROM MECH. UNIT LIP ALL 4D INCRETE PIPE DIA. x 24"H " DEEP CRUSHED CK OR COARSE GRAVEL NOTE: DRAIN MAY BE COVERED WITH SOD IF DESIRED AFTER INSPECTION AND APPROVAL BY INSPECTOR. CONDENSATE DRY WELL `D NO SCALE y GALVANIZED ALL -THREAD HANGER ROD AT 10'-011 ON CENTER (MINIMUM 2 HANGERS PER SECTION OF DUCT). PROVIDE LOCK NUTS AT DUCT AND SECURE TO STRUCTURE VII I VJLI\ NOTES: 1. DUCTWORK SHALL BE INSTALLED LEVEL. 2. SUPPLY DUCTWORK SHALL BE STEEL SPIRAL PIPE WITH GALVANIZED FINISH. 3. DETAIL APPLIES TO DIFFUSER TYPE "B". FOR DIFFUSER TYPE "C", DIFFUSER SHALL BE MOUNTED 0 DEGREES FROM HORIZONTAL, SPIRAL DUCT DETAIL NO SCALE [..._'-0'-...... - - CONDENSING CONCRETE FINISHED UNIT PAD W/REBAR GRADE .......__..._ ........... r 45' 8" . NOTE: 4" CONCRETE SLAB (4000 PSI) WITH 6x6-WI.4XW1.4 W.W.F. PLACE WWF IN THE TOP THIRD OF THE SLAB. PITCH SLIGHTLY AWAY FROM BUILDING. CONDENSING UNIT PAD DETAIL NO SCALE 0 W O CD 0 O W 0- W W m O O z w Lu W H W 0 Z W _ Z CD W W _ H 0 z Q W I-- z W 0 O 0 W U) W _ r- O h F C7 F- W W IL O of a iY W _ O J J 0 Z THESE PLANS AND ALL PROPOSED WORd< ` ARE SUBJECT TO ANY COPAECTIONS 9 REQUIRED BY FIELD INSPECTORS THAT a MAY BE NECESSARY IN ORDER TO 0 COMPLY WITH All. APPLfCABLE CODES. U) C0 W Lu w rn w J co F Of co W 0- x W RE�-: cc� SEP 1 3 AECDL I' I FAMILY DOLLAR REVIEW STAMP "REVIEVVED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) N N m � N W W Z N LL 0 m N LL 0 � M _c M E ¢ Z W o I— W ( j) Z Z Q w Q 0 m I1J M t0 y� N N m Z O p J N 0 1ZJ o N co n N L N N C Y Q N d yl r m N n a LL _J U) O Of Q/� W M O C/) 00 z Q � W O =LU > LL y z Q ¢ _ LLI z �` L ¢Z J J J ^ v N 00 W O M ti O W co Of 'a O Oo I— L L_ cof -. O Q X J 000 p �CD L I L-0 J U_ z J C L G O 0 N w W 0 3 Q Q c6 v W a I M u_ %Poe 2 2 * , TQo 44643 ?1 "= STATE *4U Off. A;ORI�Q U) J RELEASE DATE 10 CO. COMMENTS 08-22-17 PROJECT NO. 2017-058 ISSUE DATE 07-12-17 DRAWN CHECKED PLUMBING GENERAL NOTES' 1. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. 2. ALL PLUMBING FIXTURES AND PLUMBING SYSTEM EQUIPMENT SHALL BE PROVIDED COMPLETE WITH ALL ACCESSORIES, HANGERS, VALVES, STOPS, TAILPIECES, TRAPS, FAUCETS, STRAINERS, ETC. SEE FIXTURE SCHEDULE. 3. FURNISH AND INSTALL COMPLETE SYSTEMS OF SOIL, WASTE, VENT, HOT AND COLD WATER PIPING FROM ALL PLUMBING FIXTURES, AND/OR OTHER EQUIPMENT. 4. CLEANOUT PLUGS SHALL BE INSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS. PROVIDE CLEANOUTS AT THE BASE OF ALL WASTE STACKS, AT EVERY FOUR 45 DEGREE TURNS, AND AT EVERY 100 FEET. CLEANOUTS SHALL BE PLACED IN READILY ACCESSIBLE LOCATIONS. 5. ALL SOIL, WASTE, AND VENT LINES SHALL BE CONCEALED IN THE BUILDING CONSTRUCTION. 6. COPPER PIPING SHALL BE PROTECTED AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS. ALL HANGERS, SUPPORTS, ANCHORS, AND CLIPS SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON IRON TRAPEZE HANGERS WITH OTHER PIPING, SATISFACTORY AND PERMANENT ELECTROLYTIC ISOLATION MATERIAL SHALL PROTECT THE COPPER AGAINST CONTACT WITH OTHER METALS. 7. WHERE COPPER PIPING IS SLEEVED THROUGH MASONRY, SLEEVES SHALL BE COPPER OR RED BRASS. WHERE COPPER MUST BE CONCEALED IN A MASONRY PARTITION OR AGAINST MASONRY, CONTACT SHALL BE PREVENTED BY COATING THE COPPER HEAVILY WITH ASPHALTIC ENAMEL AND PROVIDING 15# ASPHALT SATURATED FELT BETWEEN THE PIPE AND MASONRY. 8. THE PLUMBING CONTRACTOR SHALL COORDINATE CLOSELY WITH THE MECHANICAL AND THE ELECTRICAL CONTRACTORS TO AVOID CONFLICT WTH OTHER TRADES. 9. CEILING AREA HAS LIMITED SPACE. CONTRACTOR MUST COORDINATE WITH OTHER TRADES FOR ALL STRUCTURES, PIPING, CONDUIT, DUCTWORK, LIGHTING, ETC. TO PROPERLY BE INSTALLED. 10. ALL PIPE INSULATION SHALL RUN CONTINUOUSLY THROUGH FLOORS, WALLS, AND PARTITIONS. 11. PROVIDE DRAIN VALVES IN THE HOT AND COLD WATER SYSTEM AT ALL LOW POINTS TO ALLOW FOR COMPLETE DRAINAGE. 12. VACUUM BREAKERS SHALL BE PROVIDED FOR ALL FIXTURES TO WHICH HOSES MAY BE ATTACHED. VACUUM BREAKERS SHALL BE PERMANENTLY ATTACHED. 13. WASTE AND VENT PIPING SHALL BE AS FOLLOWS: BELOW SLAB: PVC PIPE, PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED FITTINGS. ABOVE SLAB: PVC PIPE, PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED FITTINGS. 14. STORM PIPING SHALL BE AS FOLLOWS: N/A 15. DOMESTIC WATER PIPING ABOVE SLAB SHALL BE PEX PIPING UNLESS LOCAL JURISDICTON REQUIRES OTHER MATERIAL. DOMESTIC WATER PIPING BELOW SLAB SHALL BE TYPE 'K' COPPER. IF ALLOWED BY LOCAL JURISDICTION, PEX PIPING MAY BE RUN BELOW SLAB. PROVIDE SLEEMNG WHERE PEX PIPING PENETRATES CONCRETE SLAB OR IS SUBJECT TO ABRASION AND AS RECOMMENDED BY MANUFACTURER. INSULATION IS REQUIRED ON ALL WATER SUPPLY PIPING ABOVE FINISHED FLOOR IN ACCORDANCE WITH THE STATE PLUMBING CODE OR PER LOCAL JURISDICTION. 16. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED BEFORE WASTE PIPING IS INSTALLED SO THAT PROPER SLOPES WILL BE MAINTAINED. 17. THE PLUMBING CONTRACTOR SHALL PROVIDE WATER HAMMER PROTECTION ON ALL WATER DISTRIBUTION PIPING WHERE QUICK -CLOSING VALVES ARE UTILIZED. INSTALLATION OF AIR CHAMBERS OR SHOCK ARRESTORS SHALL BE IN ACCORDANCE WTH PDI-WH2O1. SEE SHOCK ARRESTOR SCHEDULE (IF PROVIDED). 18. PROVIDE FULL PORT VALVES IN ALL BRANCH LINES OF THE HOT AND COLD WATER DISTRIBUTION SYSTEM ON 3/4" AND LARGER CW & HW AND AS SHOWN ON PLANS, RISERS, AND SCHEMATIC DETAILS. 19. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES. 20. PROVIDE ACCESS DOORS FOR ALL VALVES AND DEVICES REQUIRING ACCESS WHEN LOCATED IN WALLS OR ABOVE INACCESSIBLE CEILING CONSTRUCTION. 21. PROVIDE DEEP SEAL TRAPS FOR ALL FLOOR DRAINS. 22. WHERE EARTHQUAKE LOADS ARE APPLICABLE IN ACCORDANCE WITH THE STATE PLUMBING CODE, PIPING AND EQUIPMENT SUPPORTS SHALL BE DESIGNED AND INSTALLED FOR THE SEISMIC FORCES IN ACCORDANCE WITH THE STATE BUILDING CODE. 23. PROVIDE A U.L. LISTED ASSEMBLY FOR ALL PENETRATIONS THRU FIRE RATED WALLS AND FLOORS. 24. NOT USED 25. ALL SUSPENDED MATERIALS AND EQUIPMENT SHALL BE INDIVIDUALLY SUPPORTED FROM THE BUILDING STRUCTURE. DO NOT SUSPEND ITEMS FROM THE CEILING OR ITS SUPPORT SYSTEM. 26. NO INSULATION PERMITTED ON BACKFLOW PREVENTOR ASSEMBLY. 27. IF REQUIRED, LOCATE FIRE SPRINKLER RISER IN CORNER OF SUPPORT ROOM AS FIRST OPTION. IF RISER CANNOT BE LOCATED IN CORNER, COORDINATE EXACT LOCATION WITH FD PM. SHOCK ARRESTOR SCHEDULE P.D.I. SIZE FIXTURE UNITS MANUFACTURER OR EQUAL SAW 1 - 11 ZURN, SMITH, PPI, SIOUX-CHIEF SA B' 12 - 32 LOCATE SHOCK ARRESTORS IN AN ACCESSIBLE LOCATION, OR PROVIDE ^` SIOUX-CHIEF SHOCK ARRESTORS ONLY. PROVIDE SHOCK ARRESTORS AS INDICATED PER SCHEDULE. SHOCK ARRESTORS SHALL BE SAME SIZE AS PIPE INSTALLED ON, MINIMUM. PLUMBING LEGEND DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING VENT PIPING WASTE (SANITARY SEWER) PW PUMP WASTE (PW) --i�I-- FULL PORT VALVE CHECK VALVE -O PIPE UP D PIPE DOWN HW____HOT_WAIER M.C.MECHANICAL_SU11=OONIRAC TOR_- - WASTE GENERAL NOTES 1. THESE PLANS ARE DIAGRAMMATIC AND MAY NOT SHOW MINOR DETAILS AND LOCATIONS. FOR DIMENSIONS, REFER TO THE ARCHITECTURAL PLANS. 2. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION OF ANY WORK. 3. VERIFY THE LOCATION OF ALL EQUIPMENT SUPPLIED BY OTHERS. 4. PROVIDE A DIELECTRIC UNION WHEN CONNECTING DISSIMILAR METALS. 5. PROVIDE FIRE RATED SLEEVES IN ALL LOCATIONS WHERE PENETRATIONS OF RATED WALLS AND FLOORS ARE MADE. ALL OPENINGS WILL BE MADE FIREPROOF. 6. ALL VENT LINES SHALL SLOPE UP TO VENT THROUGH WALL. VENT THROUGH WALL SHALL BE 10'-0" MINIMUM FROM ANY FRESH AIR INTAKES. 7. ALL WASTE STACKS SHALL HAVE A CLEAN OUT AT THE BASE OF THE STACK. COORDINATE LOCATION OF CLEAN OUTS WITH CASEWORK. 8. PROVIDE ISOLATION VALVES AT ALL FIXTURES. 9. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES. 10. ALL LAVATORIES SHALL HAVE INSULATION ON ANY EXPOSED PIPES. 11. COMPLETELY ROD AND FLUSH OUT ALL SANITARY WASTE LINES AFTER BUILDING IS COMPLETED. 12. PROVIDE CHROME ESCUTCHEON RINGS AT ALL EXPOSED CEILING AND WALL PENETRATIONS. 13. ALL HW & CW PIPING TO BE INSULATED WITH 1" FIBERGLASS INSULATION. 14. HEAT TAPE SHALL BE PROVIDED FOR ALL DOMESTIC WATER LINES LOCATED IN EXTERIOR WALLS IN CLIMATES WHERE PIPES ARE SUBJECT TO FREEZING. 15. ROUTE ALL PLUMBING WATER SUPPLY LINES 12" MINIMUM BELOW FROST LINE IN CLIMATES WHERE PIPES ARE SUBJECT TO FREEZING. 16. 1" DOMESTIC WATER SERVICE LINE, PROVIDE WATER TAP AND 3/4" METER WTH 1" WATER LINE RUN FROM METER TO BUILDING. PROVIDE PRV WHERE WATER PRESSURE EXCEEDS 70 PSI. COORDINATE ROUTING AND BACKFLOW PREVENTOR REQUIREMENTS WTH CIVIL ENGINEER. 17. GC SHALL PROVIDE SEPARATE IRRIGATION LINE. 18. RUN PIPES SO AS NOT TO INTERFERE WITH STORE FIXTURING EQUIPMENT LAYOUTS OR ANY OTHER FAMILY DOLLAR EQUIPMENT. 19. CONTRACTORS SHALL RUN CONDUITS/PIPES TIGHT TO STRUCTURE IN A NEAT AND ORDERLY LAYOUT. PLUMBING FIXTURE SPECIFICATIONS AND CONNECTION SCHEDULE FAUCET/VALVE DRAIN„_ ....a SUPPLIES _ PIPE SIZES _. _ .... .-,....... .._I.... (..........-% MOUNTING REMARKS MAK FIXTURE TYPE MANUFACTURER MODEL N0. j MATERIAL STYLE MANUFACT. SPOUT HANDLES CENTERS TYPE SIZE I AND STOPS WASTE VENT CW HW MODEL NO. . r PROVIDE ZURN Z5955SS-EL-STS OPEN WATER FLUSH TANK I Z5561 VITREOUS ADA _ ZURN 2" 1/2" FRONT SEAT AND ZURN Z5972-COMB P- ZURN ELONGATED - - - - Z8808-XL- 3" - FLOOR TOILET KIT. PROVIDE CAULKING AROUND CLOSET PRESSURE HIGH EFFICIENCY CHINA ASSIST (1.0 GPF) CR-PC BASE ..__.._ MOUNT AT ADA HEIGHT. PROVIDE ZURN Z8743-PC GRID DRAIN WITH TAILPIECE, ZURN Z86500-XL H&C ZURN WALL ZURN Z1021WL-PC TRAP PRIMER WITH P LAVATORY WALL ZURN 25344 VITREOUS ADA METERING CENTERSET PUSH 4" GRID 1 1/2" Z8804- 2" 1 1/2 1/2" 1/2" HUNG TRAP ARM AND ZURN Z8946-1NT ADA HUNG CHINA COMPLIANT (0.25 GPC) BUTTONS XL-LR-PC PROTECTOR COMBINATION KIT. PROVIDE SYMMONS 7-225-CK-F THERMOSTATIC MIXING VALVE. _ .. ._. ._ a.,E ZU ___.... ......_...._._-... MOLDED HIGH ZURN Z843M1-RC 1/4 TURN PROVIDE ZURN OPP 1 H HOSE HOSE P MOP SINK FLOOR ZURN Z1996-36 DENSITY 36" X 24" WITH VACUUM THREADED LEVER 8" - - - 3" 1 1/2 1/2" 1/2" FLOOR BRACKET AND MOP HANGER. MOUNTED COMPOSITE 10" HIGH BREAKER HANDLES _-em .......:.._.,_ __...... _.... ...._,.� a me� •• ---- NON -REFRIGERATED. MOUNT AT ADA P WATER SPLIT _ OASIS PACSL STAINLESS ADA _ _ _ _ _ 1 1/2• ZURN 1 1/2 1/2" - WALL HEIGHT. REFER TO ARCH. DRAWINGS FO COOLER LEVEL STEEL COMPLIANT Z8804- HI/LO ORIENTATION. PROVIDE WITH XL-LR-PC APRON 035174-001. MOUNT TO HI FOUNTAIN. WATER GLASS _ _ _ _ _ _ SEE SEE SEE 10 GPH RECC AT 60F0 GAL. STORAGE, 5R RISE IF HEATER ELECTRIC BRADFORD WHITE RE110U6 LINEDLOWBOY - - - PLAN PLAN DETAILFLOOR ROUND ZURN Z_1454 CAST CASTIRON _ _ _ _ _ - - - - - FLOOR CLEAN -OUT TOP IRON TOP WALL ROUND ZURN Z-1446 - - - - - CLEAN OUT COVER IRON COVER WALL W ...... PROVIDE WITH 24"x24%8" THK G 'O GRADE ROUND J.R. SMITH 4240 CAST CAST IRON _ _ _ _ _ _ - - - - - GRADE CONCRETE PAD AT GRADE. CLEAN -OUT TOP IRON TOP .,..._,..,._......... , ..........._, ........, ------ - - -- �- PROVIDE WITH AUTOMATIC DRAINING HOSE FREEZE MODEL 865 CAST RECESSED _ _ _ _ _ _ _ _ - 3/4" - WALL ANTI -SIPHON VACUUM BREAKER FB BIBB PROOF WOODFORD MODEL 824 BRASS BOX NOTES: 1. NO SUBSTITUTIONS ALLOWED. PROVIDE CAULK AROUND MOP SINK, WATER CLOSETS, AND LAVATORIES. PLUMBING FIXTURES P-1, P-2, P-3, P-4, WH-1 AND ASSOCIATED ACCESSORIES ARE BEING FURNISHED BY GC AS PART OF THE "BATH -IN -A BOX". FIXTURES SHALL BE INSTALLED BY PC. PLUMBING FIXTURES WCO, GCO, FD AND FPHB SHALL BE FURNISHED AND INSTALLED BY PC. VACUUM RELIEF VALVE, ZURN MODEL 34-VR10XL (NOTE: FURNISHED BY GC AS PART OF "BATH -IN -A -BOX, INSTALLED BY PC.) TEMP. GAUGE BY 9: ,1 f v j CW PC. / SHUT- OFF VALVE BY PC (TYP) -, HW WALL UNION BY PC EXPANSION TANK, WATTS MODEL PLT-5, 2.1 GALLONS TANK VOLUME. (NOTE: FURNISHED BY GC AS PART OF "BATH -IN -A -BOX, INSTALLED BY PC.) SECURE TO WALL TEMPERATURE AND PRESSURE RELIEF VALVE, ZURN MODEL TP110OA-4C-150C (NOTE: FURNISHED BY 1 1/2" DEEP GALV. HB GC AS PART OF "BATH -IN -A -BOX, INSTALLED BY DRAIN PAN. (NOTE: PC.) FURNISHED BY GC AS --- PART Of DISCHARGE FULL SIZE OF VALVE DISCHARGE. SPILL "BATH -IN -A -BOX, INTO MOP SINK INSTALLED BY PC.) ? PLATFORM BY GC. SIZE PER LOCAL SEISMIC a REQUIREMENTS AND TOTAL WEIGHT OF WATER HEATER FULL OF WATER. 1" DRAIN LINE TO MOP SINK WITH APPROVED AIR GAP. DWATER HEATER DETAIL NO SCALE NOTES: 1. INSTALL WATER HEATER PER MANUFACTURER REQUIREMENTS. 2. PROVIDE HEAT TRAP ON CW AND HW LINES PER ENERGY CODE. 3. LOCATE WATER HEATER ABOVE MOP SINK WITH 6'-8" CLEAR TO THE BOTTOM OF THE WATER HEATER SUPPORT PLATFORM. FOR FAMILY DOLLAR STORES LOCATED IN THE FOLLOWNG STATES ONLY, PROVIDE 1/2" PUMPED WASTE LINE FROM WATER VENDING MACHINE TIGHT TO BOTTOM OF STRUCTURE TO MOP SINK: ARIZONA, CALIFORNIA, COLORADO, FLORIDA, NEVADA, NEW MEXICO AND TEXAS. SERVICE FAUCET WITH VACUUM BREAKER - 0 30" HOSE a HOSE BRACKET Z II MOP M�lo§L ,M P-TRAP MOUNT MOP HANGER AS HIGH AS POSSIBLE WITHOUT THE MOP STICK INTERFERING WITH THE WATER HEATER ABOVE. INSTALL MOP HANGER AS FAR OVER MOP SINK SO THAT ALL MOPS DRIP INTO THE MOP SINK AND NOT ON TO THE FLOOR. MOP HANGER MOP (BY OTHERS) PROVIDE SILICONE SEALANT AROUND TOP OF SINK AT ALL WALLS -,,-FIN. FLR. FINISH GRADE DNOT USED NO SCALE CONCRETE APRON BY PLBG. CONTR. CUT-OFF SECTIONS SECTION GCO . YCO - EXTERIOR THREADED CLE PLUG TEST TEE 'OVER PLATE WITH SECURING SCREW FOR 3LOCK WALLS FINISHED WALL WALL CLEANOUT DETAIL 3 NO SCALE THESE PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT .. MAY BE NLCl SSANY IN ORDeR TO COMPLY WITH ALL APPLJCAUE CODES. FINISH FLOOR LEVEL TOP SUITABLE FOR FINISHED FLOOR, TILE, CARPET, CONC., ETC. SOIL PIPE SECTION CO FCO - INTERIOR INTERIOR CLEANOUT DETAIL NO SCALE (FCO) NOTE TO MEP CONTRACTORS 1. RUN ALL ELECTRICAL CONDUITS, PLUMBING PIPING SO AS NOT TO INTERFERES WITH STORE FIXTURE EQUIPMENT LAYOUTS, OR ANY OTHER FAMILY DOLLAR EQUIPMENT. 2. MEP CONTRACTORS TO ROUTE ALL CONDUITS, PLUMBING PIPING TIGHT TO STRUCTURE AND PERPENDICULAR TO WALL IN AN ORDERLY MANNER. FAMILY DOLLAR REVIEW STAMP "REVIEWED" "DISAPPROVED - RESUBMIT" All Site and Building Plan Requirements, including but limited to, all Interior Dimensions, Materials, Hardware, Equipment & Specifications, are to be designed and built per the Family Dollar Prototype Plan #: 2016-01 REV as indicated in the lease, unless a deviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation. The initials indicate approval of only the one deviation being initialed. Any deviation from designated Prototype Plan that is not initialed by Family Dollar is disapproved and void. (Approval to plan deviation will be indicated with the following circled initials : ) is M O O G M u W J L d LL ,n m [f] � M M Z W n m o of � v La W W LL i- W Cf) U Z � U Z ! a w m J M y] M Z Z LL o �ov z ¢ � S N O ;5 N in0�� �VyJ O y N U 6 E Q .5 O V n d Q N i 0 w U 0 O 0' IL w w M O H O z w tr Lu w x H ui U z w x z 0 5) w 0 of w 0 z rn H z w U O 0 w U) w x r- O I- rn t- cD o' H W w a O tr a rr w H O J J 0 z H x CD r a O U C0 r W w w U) w o' J Cl) w tr X w J i I '1 U O ryit W M 0 00 U) VJ N Cl) ¢ �z W 0 = w LL a ¢ Up L li Z w z J '^ C U) M N co 0 1` cM N O L IJ U) r 4) i 02 U) Q O J X J O m O O° M I! w >- O L6 rJi z J O N 0 LLi w Q W o Q a LL v a Co LL - SEAL qiT " *: No 44643 •/ 00. STATE l OFF AS �0R10P�N� ROBERT WAYNE CASE FLORIDA PE.#44643 RELEASE DATE PROJECT NO. " 2017-058 ISSUE DATE 07-12-17 I ,i 77 DRAWN CHECKED i on¢I ,vv. P-1.0 u