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HomeMy WebLinkAbout1771 WP Ball Blvd (a)i�ESFON5I51LIT�' NOTES: I. WORK DESIGNATED BY L.L. IS LANDLORD RESPONSIBILITY 2. WORK DESIGNATED BY T.G.C. IS TENANT GENERAL CONTRACTOR RESPONSIBILITY 3. WORK DESIGNATED BY FB IS FIVE BELOW RESPONSIBILITY FURNISH BY AZAR, DUMP BIN (WIRE BIN)/ APPLICABLE CODES: CITY OF SANFORD CITY HALL • AIRMATIC FAKE SECURITY CAMERAS /STORAGE BINS FOR BACK 1311 STATE ROAD, PHILADELPHIA, ILLY DOUGHERTY 1215) 333-5600 MECHANICAL: FLORIDA BUILDING CODE 2014, 5th EDITION ROOM/CART CORRAL/ PA 19136 TOTAL OCCUPANT LOAD: 266 - UMBING: FLORIDA BUILDING CODE 2014, 5th EDITION Z SECURITY MIRRORS 0 Z Z ENERGY FLORIDA BUILDING CODE 2014, 5th EDITION 1-- -1 1-- Lu -1 +- SOUTHWEST SIGNS/ APEX SIGNS OUTDOOR SIGNAGE 1208 SOUTH W. W. WHITE RD. SAN ANTONIO, TX 18222 AN MURPHY (210)151-9109 CONSTRUCTION TYPE: IIB TOTAL EGRESS WIDTH PROVIDED: 99 IN. -(2 EGRESS DOORS) UNPROTECTED (FULLY SPRINKLERED) (TOTAL OCCUPANT LOAD) PERSON: 266 CONSTRUCTION: IDX MILLWORK/CASWRAP 234 SPRINGS RD. WASHINGTON, DC 21889 KENZAY DAVIS (252) 948-2038 GNI.1 - COLUMNS 0 HR WATER CLOSET REQUIRED: I PER 500 - INTERIOR BEARING WALLS 0 l R WATER CLOSET PROVIDED: I WOMEN, I MEN COZIER WALL/FLOOR GONDOLA 320 JACKSON STREET BRISTOL, PA 19001 IKE McBLAIN (215) 458-8106 VISION INTEGRATED GRAPHICS GRAPHICS PO BOX 9068, ISLAND, HRIS LANTZ (219) 941-0200 GROUP DRINKING FOUNTAIN PROVIDED: I IN, 46322 • QUESTMARK CONCRETE FLOOR POLISHING 12 GRANDVIEW CIRCLE, CANONSBURG, PA 15311-8533 ON PRITT (484) 488-3046 METAL DOORS AND FRAMES • CEILING • HARDWARE AI.I FIXTURE PLAN IOA2/18 ALL DOOR HARDWARE • VILLA LICHTWS LIGHTING FIXTURES 1 WEST STREET DEREK VICKROY (314) 633-0564 A2.0 INTERIOR GRAPHICS 4 SIGNAGE WALPOLE, MA 02081 TEVE DEMARAIS (314) 633-0482 UAS ALARMS 100 ABBOTT DRIVE, BROOMALL, N TRIPP (800) 421-6661 A3.0 • PA III • X1214 WORLDLINK INTEGRATION PHONE, DATA, SOUND SYSTEM 21016 BAKE PKWY, SUITE 106 TERRY SISCO (949) 861-2830 X222 • WIRING LAKE FOREST, CA 92630 CONTINUOUS ID GENERAL ELECTRICAL WIRING • SOLID SURFACE • COUNTER POWERHOUSE DYNAMICS SITE SAGE EMS SYSTEM I BRIDGE STREET, 2ND FLOOR NEWTON, MA 02458 ATT ROBERTSON (611) 611-6582 X211 DHPACE NATIONAL ACCOUNTS DOOR HARDWARE E. 119TH STREET OLATHE, KS 66061 HARLES GIRTMAN I (81(o) 221-0543 A4.1 TELEPHONE WIRING 10/12/18 • STO i�ESFON5I51LIT�' NOTES: I. WORK DESIGNATED BY L.L. IS LANDLORD RESPONSIBILITY 2. WORK DESIGNATED BY T.G.C. IS TENANT GENERAL CONTRACTOR RESPONSIBILITY 3. WORK DESIGNATED BY FB IS FIVE BELOW RESPONSIBILITY FURNISH BY INSTALL BY APPLICABLE CODES: CITY OF SANFORD CITY HALL • OCCUPANT LOAD (TABLE 1004.1.2r JURISDICTION: CITY OF SANFORD TOTAL SQ. FT.: 10,121 BUILDING: FLORIDA BUILDING CODE 2014, 5th EDITION 0 MECHANICAL: FLORIDA BUILDING CODE 2014, 5th EDITION NON -SALES: 2,430 SF / 300 PER PERSON = 9 PERSONS ELECTRICAL: FLORIDA BUILDING CODE 2014, 5th EDITION TOTAL OCCUPANT LOAD: 266 - UMBING: FLORIDA BUILDING CODE 2014, 5th EDITION Z Z N 0 Z Z ENERGY FLORIDA BUILDING CODE 2014, 5th EDITION 1-- -1 1-- Lu -1 +- i --Lu w REMARKS E)ESIGI GF.,ITEiRl,4 MARKETPLAGE AT SEMINOLE TOWNS GENTER 171 WP BALL BLVD SAN�ORD, F'L 327 1 TENANT EGRESS APPLICABLE CODES: CITY OF SANFORD CITY HALL • OCCUPANT LOAD (TABLE 1004.1.2r JURISDICTION: CITY OF SANFORD TOTAL SQ. FT.: 10,121 BUILDING: FLORIDA BUILDING CODE 2014, 5th EDITION SALES. 7,691 SF / 30 PER PERSON = 257 PERSONS MECHANICAL: FLORIDA BUILDING CODE 2014, 5th EDITION NON -SALES: 2,430 SF / 300 PER PERSON = 9 PERSONS ELECTRICAL: FLORIDA BUILDING CODE 2014, 5th EDITION TOTAL OCCUPANT LOAD: 266 - UMBING: FLORIDA BUILDING CODE 2014, 5th EDITION FLOOR DRAIN ACCESSIBILITY: FLORIDA BUILDING CODE 2014, 5th EDITION CODE REQUIREMENTS: (CHAPTER10) FIRE- FLORIDA BUILDING CODE 2014, 5th EDITION MAXIMUM TRAVEL DISTANCE TO EXIT.............250 FT. ENERGY FLORIDA BUILDING CODE 2014, 5th EDITION (SPRINKLERED'BUILDING) CASCO ARCHITECTS MAXIMUM DEAD END CORRIDOR LENGTH........ 20 FT_ OCCUPANCY: MAXIMUM CORRIDOR / AISLE WIDTH ................. 36 FT. • MINIMUM CLEAR OPENING OF EXIT DOORS ...... 32 IN. USE GROUP: M - MERCANTILE (SECTION 302-312) TOTAL EGRESS WIDTH REQUIRED: 0.15 IN. PER PERSON X 40 CONSTRUCTION TYPE: IIB TOTAL EGRESS WIDTH PROVIDED: 99 IN. -(2 EGRESS DOORS) UNPROTECTED (FULLY SPRINKLERED) (TOTAL OCCUPANT LOAD) PERSON: 266 CONSTRUCTION: REVISION (S) REVISED • - FIRE RESISTANT RATINGS OF STRUCTURAL ELEMENTS (TABLE 601) PLUMBING CODE: - TENANT SPACE SEPARATIONS i HR GNI.1 - COLUMNS 0 HR WATER CLOSET REQUIRED: I PER 500 - INTERIOR BEARING WALLS 0 l R WATER CLOSET PROVIDED: I WOMEN, I MEN - NON-BEARING WALLS WITHIN SPACE :0 HR LAVATORY REQUIRED: I PER 150 - BEAMS, GIRDERS, TRUSSES, 4 ARCHES ;0 HR LAVATORY PROVIDED: I WOMEN, I MEN - ROOF / CEILING CONSTRUCTION HR MOP SINK REQUIRED: i DEMOLITION PLAN MOP SINK PROVIDED: 1 ROTUND DRINKING FOUNTAIN REQUIRED: 1 PER 1000 BUILDING DRINKING FOUNTAIN PROVIDED: I TENANT DEMISING PARTITION: (METAL STUD/MASONRY) • CITY OF SANFORD CITY HALL • 1300 N. PARK AVE. SUITE 300 SANFORD, FL 32111 PHILADELPHIA, PA III DEMISING PARTITION GYPSUM BOARD 4 PREP • JOEL KAPLAN • WEINGARTEN REALTY GPM: ROSEMARY SPRYGADA (813)3614334 FLOOR DRAIN APM: ELIZABETH MEEHAN OTHER INTERIOR PARTITIONS 4 PREP • ORLANDO, FL 32803 • (954) 938-2583 CASCO ARCHITECTS jkaplanievengarten.corn 10811 WATSON RD. FIRE PROOFING • FUEL GAS • ENGINEER CONTACT: BRIAN NAST AS REQUIRED BY LOCAL CODE 10/12/18 INSULATION • REVISION (S) REVISED • AS REQUIRED BY LOCAL CODE GNI.1 ASBESTOS REMOVAL • BLOCK (ING) • GYPSUM BOARD RO IF APPLICABLE BOT FLOOR LEVELING • DEMOLITION PLAN • ROTUND BLDG BUILDING HB STOREFRONT GLASS 4 FRAMING • • FLOOR PLAN 10/12/18 HOLLOW CORE SCH METAL DOORS AND FRAMES • CEILING • HARDWARE AI.I FIXTURE PLAN IOA2/18 ALL DOOR HARDWARE • HARDWOOD • SHEET CL PROVIDE BEST 1 -PIN CORES - PER DOOR SCHEDULE A2.0 INTERIOR GRAPHICS 4 SIGNAGE 10/12/18 • COL COLUMN • HEATING/ VENTILATION/ SGL STOREFRONT SIGNAGE A3.0 • 10/12/18 • SLDG COORDINATE W/TENANT SIGN VENDOR CONST ELECTRICAL SERVICE CONDUIT 4 WIRE TO SPACE • INCH • INTERIOR ELEVATIONS 10/12/18 CONTINUOUS ID GENERAL ELECTRICAL WIRING • SOLID SURFACE • COUNTER A4.0 STOREFRONT ELEVATIONS 10/12/18 TELEPHONE CONDUIT TO SPACE • • SS TELEPHONE CONDUIT TO HAVE A 25 PAIR WIRE FROM LL ROOM TO TENANT SPACE A4.1 TELEPHONE WIRING 10/12/18 • STO STORAGE • DIAMETER TELEPHONE TERMINATIONS A5.0 • 10/12/18 • MFG MANUFACTURE (R) SUSP MECHANICAL EQUIPMENT (UNITS) • DOUBLE • SIGNAGE/GRAPHICS 10/12/18 DF MECHANICAL THERMOSTATS • MECHANICAL • TELEPHONE FI.1 CASHWRAP DETAILS 10/12/18 MECHANICAL SUPPLY 4 RETURN DUCTING • TELEPHONE • DOOR MISC MISCELLANEOUS F2.0 MECHANICAL CONTROLS • DRAWER • MULLION U.N.O. UNLESSS OTHERWISE NOTED DWG SPRINKLER MAIN TO SPACE • GONDOLA 4 SHELVING DETAILS • NIG SPRINKLER LINES 4 HEADS • VERIFY IN FIELD • MID MECHANICAL PLAN, NOTES AND SYMBOLS 10/12/16 VTC FIRE EXTINGUISHERS 4 CABINETS • EDGE BAND • NATURAL GRADE M2.0 MECHANICAL DETAILS AND NOTES FIRE ALARM 4 EMERGENCY PAGING SYSTEM • • VERTICAL EQ IF APPLICABLE COORDINATE W/ LOCAL AUTHORITY OFF PLUM ING (WASTE NT 4 WATER) TO SPACE • 10/12/18 • EQUIPMENT O/C ON CENTER VTCT NEW PLUMBING LINES IN SPACE • E2.0 • 10/12/18 W/ WITH EXP PLUMBING FIXTURES 4 ACCESSORIES • OPPOSITE HAND • E3.0 ELECTRICAL SCHEDULE AND DETAILS 1042/18 OD MOP SINK • WATER CLOSET • EXTERIOR GRADE E4.0 ELECTRICAL SPECIFICATIONS ELECTRIC WATER COOLER • • PAINT (ED) WDB WOOD BASE FOS ELECTRICAL WIRING 4 RECEPTACLES • 10/12/18 • WROUGHT IRON FT FEET, FOOT PWD PAINT- SALES AREA • STRUCTURAL • GENERAL NOTES, SECTIONS, AND DETAILS 10/12/18 POLISHED ST O S/ MANAGERS OFFICEISTOCKIRM• FF FINISH FLOOR • PROJECT 52.0 GENERAL NOTES, SECTIONS, AND DETAILS 10/12/18 CONCRETE FLOORING- SALES FLOOR • • CONTACT FLOOR POLISHING VENDOR FOR MORE DTLS. �n FLOOR TRANSITIONS •Lu 10/12/18 • VINYL BASE • IFFICE BULD ti13 D! iSDIJ IN r c;-?ili€? ; licD ;;HALL R•� CCT�STRl�EO TO RE A j�_ ��� cr cc TO R ' EED V� ITS THE `k0IORK AND NOT A PERMIT # / n � To vinl_ATE CANCEL, AL TER OR S -E i OF THE PRC : iSIONS OF THE Ti-CHPII; AL �...- `' ". S:?A' L ;S UANICE OFA PIC: ':i T Yi=::v- ,.' OFFICiAL FROM THEREAFTER iJ .i: Li. l��d\�. VfJ. =�' t�F.Ii.i;:� ;:)i=iRE:TiCil CF � =itiRS IN PL;15, • z PAINT -DECK/ STEEL/ ETC • • '- WALLPAPER • • FRP PANELS • • CONCRETE FLOORING- STOCKROOM • 16 CONTACT FLOOR POLISHING VENDOR FOR MORE DTLS. • • FLOOR FIXTURES • • MILLWORK • • • • SAFE • • (BOLT IN) LIGHT FIXTURES 4 LAMPS • • SEE REFL. CLG. PLAN EMERGENCY LIGHTS 4 EXIT SIGNS • 10 SEE REFL. CLG. PLAN SOUND SYSTEM • • SPEAKER WIRING • • X STOCKROOM SHELVING • • EMPLOYEE BREAK TABLE/SHELVING • • MANAGER'S DESK/SHELVING • • FIXTU RE ASSEMBLY BLE • • STOCK SHELVING • • CORNER UNITS • • UNIT HEATERS • • SECURITY ALARA 4 WIRING • • IF APPLICABLE - SECURITY MIRRORS / CAMERAS - • • - 151 L r TENANT BUILDING DEPARTMENT FIVE BELOW, INC. CITY OF SANFORD CITY HALL 101 MARKET STREET 1300 N. PARK AVE. SUITE 300 SANFORD, FL 32111 PHILADELPHIA, PA III TENANT COORDINATOR TEL: (215) 546-1909 JOEL KAPLAN FAX: (215) 546-8099 WEINGARTEN REALTY GPM: ROSEMARY SPRYGADA (813)3614334 FLOOR DRAIN APM: ELIZABETH MEEHAN 2120 EAST COLONIAL DRIVE ALUM ORLANDO, FL 32803 ARCHITECT (954) 938-2583 CASCO ARCHITECTS jkaplanievengarten.corn 10811 WATSON RD. ARCHITECT (URAL) ST. LOUIS, MO 63121 FUEL GAS TEL: (314) 821400 ENGINEER CONTACT: BRIAN NAST TBD ED E F E F--, F --I E) SU5MITT,4LS L FIRE SPRINKLER SYSTEM 2. FIRE ALARM SYSTEM 3. SIGNAGE DRAWINGS PLANS FOR THE DEFERRED SUBMITTAL ITEM SHALL BE SUBMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM OF 30 WORKING DAYS FOR INITIAL PLAN REVIEW. ALL COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF SUBMITTAL ITEMS. 1. WHEN SUBMITTING SHOP DRAWING SUBMITTALS ELECTRONICALLY, THE GENERAL CONTRACTOR IS REQUIRED TO FOLLOW THE PROCEDURES SET FORTH BELOW: 2. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS THRU DROP50X: Y HTTP:HSHOPDRAWINGS.CASCOCORP.COM 3. DO NOT SUBMIT DIRECTLY TO PROJECT LEADER OR PROJECT ADMINISTRATIVE COORDINATOR 4. GENERAL CONTRACTOR'S SHALL COMPLETE THE CASCO SHOP DRAWING SUBMITTAL FORM IN ITS ENTIRETY. UNDER THE SECTION: 'NOTIFY OTHERS 5Y EMAIL' INCLUDE THE EMAIL ADDRESS FIVE5ELOW.SHOPDRAWINGSsCA50000RP.COM. THE FIVE5ELOW.5HOPDRAWING5,aCASCOCORP.COM HAS SEEN ESTABLISHED TO EASILY IDENTIFY SHOP DRAWING SU5MITTALS. 5 SUBMITTALS SHALL BE PROVIDED IN COMPLETE AND NOT EMAILED IN 'PIECEM A ' FASHION E L .PARTIAL SUBMITTALS SHALL BE REJECTED. (o.. FOR SHOP DRAWINGS THAT ARE REQUIRED TO 5E SIGNED AND SEALED, SCANNED COPIES OF THE SIGNATURE AND SEAL WILL BE ACC TA EP BLEOVI PR DED THAT WET SIGNED AND SEALED PRINTS ARE SENT TO CASCO FOR RECORD PURPOSES. T ALL SUBMITTED DOCUMENTS SHALL 5E IN .PDF FORMAT. ANY 5U5MITTAL NOT IN .PDF FORMAT SHALL 5E IMMEDIATELY REJECTED. 8. ALL SHOP DRAWINGS SHALL HAVE THE REVIEW STAMP OF THE GENERAL CONTRACTOR INDICATING G THAT HE HAS REVIEWED THE SU5MITTAL PRIOR TO RECEIPT BY CASCO. SHOP DRAWINGS THAT DO NOT HAVE THE GENERAL CONTRACTOR'S REVIEW STAMP SHALL BE IMMEDIATELY REJECTED. wm- t SUpB5MIITTALS T�WpA�T� CANNOT BE REVIEWED VIA EMAIL INC WWs SAMPLES THAT NEED COLOR OR TEXTURE API L MIDST BE PROVIDED WARD COPY ` 2 SUBMITTAL RECEIVED BY CASCO AFTER 12 NOON CENTRAL TIME WILL BEGN To BE PROCESSED FOR REVIEW THE NEXT BU$NE DAY. 3. CASCO $WALL RETIM ELECTRONIC SUBMITTALS VIA EMAIL N PDF FORMAT. HARD COPIES WILL NOT BE RETURNED. SHEET INDEX SHEET DESCRIPTION ISSUE DATE FIREPLACE RE REFERENCE AFF ABOVE FINISH FLOOR FL FLOOR (ING) REFR ARCHITECTURAL A/C AIR CONDITIONING FD FLOOR DRAIN REM REMOVE (D) (ABLE) ALUM ALUMINUM T1.0 COVER SHEET 10/12/18 REQUIRED ARCH ARCHITECT (URAL) FG FUEL GAS BELS RESILIENT GN1.0 GENERAL NOTES 10/12/18 FURRED (ING) REV REVISION (S) REVISED GNI.1 GENERAL SPECIFICATIONS 10/12/18 BLOCK (ING) GYP (BD) GYPSUM BOARD RO ROUGH OPENING BOT BOTTOM DID DEMOLITION PLAN 10/12/18 ROTUND BLDG BUILDING HB HOSE BIBS A1.0 FLOOR PLAN 10/12/18 HOLLOW CORE SCH SCHEDULE CLG CEILING HDW HARDWARE AI.I FIXTURE PLAN IOA2/18 CIRCUIT HDWD HARDWOOD SHT SHEET CL CLEAR A2.0 REFLECTED CEILING PLAN 10/12/18 SIMILAR COL COLUMN HVAC HEATING/ VENTILATION/ SGL SINGLE A3.0 INTERIOR ELEVATIONS 10/12/18 AIR CONDITIONING SLDG SLIDING CONST CONSTRUCTION IN (') INCH A3.1 INTERIOR ELEVATIONS 10/12/18 CONTINUOUS ID INSIDE DIAMETER SLD SUR SOLID SURFACE CTR COUNTER A4.0 STOREFRONT ELEVATIONS 10/12/18 SPECIFICATION SS STAINLESS STEEL A4.1 RESTROOM ELEVATIONS/ DTLS. 4 NOTES. 10/12/18 LAVATORY STO STORAGE DIA DIAMETER A5.0 DOOR 5CHEDJOFFICE/EMPLOYEE/ NOTES 4 DTLS. 10/12/18 DIMENSION MFG MANUFACTURE (R) SUSP SUSPENDED DBL DOUBLE FI -0 SIGNAGE/GRAPHICS 10/12/18 DF DOUGLAS FIR MECH MECHANICAL TEL TELEPHONE FI.1 CASHWRAP DETAILS 10/12/18 MINIMUM TEP TELEPHONE DR DOOR MISC MISCELLANEOUS F2.0 GONDOLA INSTALLATION DETAILS 10/12/18 DRAWER MULL MULLION U.N.O. UNLESSS OTHERWISE NOTED DWG DRAWING F2.1 GONDOLA 4 SHELVING DETAILS 10/12/18 NIG NOT IN CONTRACT VIF VERIFY IN FIELD MEP MID MECHANICAL PLAN, NOTES AND SYMBOLS 10/12/16 VTC VINYL COMPOSITION TILE EGB EDGE BAND NG NATURAL GRADE M2.0 MECHANICAL DETAILS AND NOTES 10/12/18 VERT VERTICAL EQ EQUAL OFF E1.0 POWER PLAN 10/12/18 EQPT EQUIPMENT O/C ON CENTER VTCT THRU CEILING VEN RU CE L NG (E) E2.0 LIGHTING PLAN 10/12/18 W/ WITH EXP EXPOSED OPH OPPOSITE HAND W/O E3.0 ELECTRICAL SCHEDULE AND DETAILS 1042/18 OD OUTSIDE DIAMETER WC WATER CLOSET EG EXTERIOR GRADE E4.0 ELECTRICAL SPECIFICATIONS 10/12/18 PNT PAINT (ED) WDB WOOD BASE FOS P1.0 PLUMBING PLAN, NOTES, SYMBOLS, 4 SCHEDULE 10/12/18 WI WROUGHT IRON FT FEET, FOOT PWD PLYWOOD STRUCTURAL 51.0 GENERAL NOTES, SECTIONS, AND DETAILS 10/12/18 POLISHED FF FINISH FLOOR PROJ PROJECT 52.0 GENERAL NOTES, SECTIONS, AND DETAILS 10/12/18 LIFE SAFETY PLAN LSP1.0 LIFE SAFETY PLAN 10/12/18 IFFICE BULD ti13 D! iSDIJ IN r c;-?ili€? ; licD ;;HALL R•� CCT�STRl�EO TO RE A j�_ ��� cr cc TO R ' EED V� ITS THE `k0IORK AND NOT A PERMIT # / n � To vinl_ATE CANCEL, AL TER OR S -E i OF THE PRC : iSIONS OF THE Ti-CHPII; AL �...- `' ". 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VfJ. =�' t�F.Ii.i;:� ;:)i=iRE:TiCil CF � =itiRS IN PL;15, A�5F,EVIATfON5 ABY ABOVE FP FIREPLACE RE REFERENCE AFF ABOVE FINISH FLOOR FL FLOOR (ING) REFR REFRIGERATOR A/C AIR CONDITIONING FD FLOOR DRAIN REM REMOVE (D) (ABLE) ALUM ALUMINUM FLUR FLUORESCENT REQD REQUIRED ARCH ARCHITECT (URAL) FG FUEL GAS BELS RESILIENT g AT FUR FURRED (ING) REV REVISION (S) REVISED RM ROOM BILK BLOCK (ING) GYP (BD) GYPSUM BOARD RO ROUGH OPENING BOT BOTTOM RD ROTUND BLDG BUILDING HB HOSE BIBS BM BEAM HC HOLLOW CORE SCH SCHEDULE CLG CEILING HDW HARDWARE SECT SECTION CIR CIRCUIT HDWD HARDWOOD SHT SHEET CL CLEAR HORIZ HORIZONTAL SIM SIMILAR COL COLUMN HVAC HEATING/ VENTILATION/ SGL SINGLE CONI CONCRETE AIR CONDITIONING SLDG SLIDING CONST CONSTRUCTION IN (') INCH SC SOLID CORE CONT CONTINUOUS ID INSIDE DIAMETER SLD SUR SOLID SURFACE CTR COUNTER INT INTERIOR SPEC SPECIFICATION SS STAINLESS STEEL DTL DETAIL LAY LAVATORY STO STORAGE DIA DIAMETER STIR STRUCTURAL DIM DIMENSION MFG MANUFACTURE (R) SUSP SUSPENDED DBL DOUBLE MAX MAXIMUM DF DOUGLAS FIR MECH MECHANICAL TEL TELEPHONE DN DOWN MIN MINIMUM TEP TELEPHONE DR DOOR MISC MISCELLANEOUS THRU -THROUGH DWR DRAWER MULL MULLION U.N.O. UNLESSS OTHERWISE NOTED DWG DRAWING NIG NOT IN CONTRACT VIF VERIFY IN FIELD EA EACH NTS NOT TO SCALE VTC VINYL COMPOSITION TILE EGB EDGE BAND NG NATURAL GRADE ELEV ELEVATION VERT VERTICAL EQ EQUAL OFF OFFICE VTR VENT THRU ROOF EQPT EQUIPMENT O/C ON CENTER VTCT THRU CEILING VEN RU CE L NG (E) EXISTING OPN'G OPENING W/ WITH EXP EXPOSED OPH OPPOSITE HAND W/O WITHOUT EXT EXTERIOR OD OUTSIDE DIAMETER WC WATER CLOSET EG EXTERIOR GRADE WID WOOD ' PNT PAINT (ED) WDB WOOD BASE FOS FACE OF STUD PLAM PLASTIC LAMINATE WI WROUGHT IRON FT FEET, FOOT PWD PLYWOOD FIN FINISH (ED) POL POLISHED FF FINISH FLOOR PROJ PROJECT L L E G; END DETAIL NO. - DETAIL ' - - EXISTING WALL DWG. NO. ----------- -- SECTION NO. ---___ DEMO - SECTION DWG. NO. NEW METAL STUD W/ GYP. BD. ELEVATION NO. - ELEVATION MARK DWG. NO. NEW CONTINUOUS 1 -HR FIRE RATED PARTITION - VERTICAL ELEVATION INDICATES REVISION CHANGE CONCRETE AS PER INDICATED PARTY SEE REVISION SECTION ON THIS SHEETS INDICATES PROJECT'S NORTH CMU WALL a D DIRECTION VICINIT'I l IAF KE "I {=L AN i ■ f - _ T _ " _+" r .r ,r .a W ss 3-1 Air 16 7 _ 3 201 m-mv-711, CLQR39(9 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS /ENGINEERS Professional of Record ARC _SIAL CAS 'F N L RVICES LLC LIC SE-#_ 6 3_4Z X_ P TE: 02/28/19 SC: .v ao r • N e 3 , �C-) 1- ' O Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record PROJECT NAME / LOCATION f 1mV8 BELOW MARKETPLACE AT SEIIINOLE TOWNS CENTER 1771 wr esu BLVD surFoRo, FL asm PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER COV 0 -SHEET KE, N D T1 III, 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION f 1mV8 BELOW MARKETPLACE AT SEIIINOLE TOWNS CENTER 1771 wr esu BLVD surFoRo, FL asm PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER COV 0 -SHEET KE, N D T1 III, 1. ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF THE TENANT. THE TERMS 'GENERAL CONTRACTOR', 35. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY. 'CONTRACTOR', OR 'SUBCONTRACTOR' REFER TO THOSE ENGAGED BY THE TENANT TO PERFORM THE WORK FOR THE TENANT. THE TENANT AB ANCHOR BOLT IS NOT RELIEVED FROM THE RESPONSIBILITY FOR THE PERFORMANCE OF SUCH CONTRACTORS. 36. THE GENERAL CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICES DURING THE COURSE OF CONSTRUCTION. 2. ALL RULES AND REGULATIONS, SCOPE OF WORK AND PROCEDURES INDICATED WILL BE PERFORMED BY THE GENERAL CONTRACTOR, 31. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL (A) MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND ELECTRICITY, AS AVAILABLE WITHIN THE THEIR AGENTS, SUBCONTRACTORS, AND SUPPLIERS TO PROVIDE A TOTAL AND COMPLETE PROJECT FOR THE TENANT. WORK SHOWN IN AREA DRAIN BUILDING, WHICH CONNECTIONS SHALL BE AT SUCH LOCATIONS AS SHALL BE DETERMINED BY LANDLORD, (B) PAY THE COST OF THE TE THESE NOTES IS t0 BE PERFORMED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS, AGENTS AND / OR SUPPLIERS ONLY, AFF CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME, AND (C) PAY ALL UTILITY CHARGES INCURRED AT THE PREVAILING WHETHER NOT THE WORK IS DELINEATED PROPERLY. AGGREGATE RATES OF THE UTILITY COMPANY PROVIDING SUCH SERVICE t0 THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING ADJUSTABLE, ADJACENT ALT THE PATE OF 'TURN OYER' TO THE TENANT. 3. THE WORK CONTAINED IN THESE CONTRACT DOCUMENTS AND / OR SPECIFICATIONS IS t0 BE PERFORMED BY THE GENERAL ALUMINUM ANT CONTRACTOR AND / OR IT'S SUBCONTRACTORS WHETHER OR NOT SPECIFICALLY NOTED OTHERWISE. 36. IT IS THE GENERAL CONTRACTOR'S REQUIREMENT, THROUGH ITS SUBCONTRACTORS, TO RECONFIGURE AND BRING IN NEW UTILITY SERVICES AS ARCH ARCHITECTURAL REQUIRED, TO MEET THE NEEDS OF THESE CONTRACT DOCUMENTS. 4. FOR CLARIFICATION PURPOSES, TENANT, CLIENT AND OWNER ARE THE SAME PARTY, LANDLORD IS THE PARTY LEASING THE SPACE TO ATS AUTOMATIC TRANSFER SWITCH WHETHER WORKING FOR THE LANDLORD OR THE TENANT, WILL BE REQUIRED TO HANDLE THE TENANT, AND THE GENERAL CNLESS 39 THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WORKING ON THIS PROJECT ARE RESPONSIBLE FOR CONTACTING THE PUBLIC ALL WORK IN THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. SPEC AFF UTILITY COMPANIES SUPPLYING UTILITIES TO THE AREA WHERE THE PROJECT IS LOCATED, IN ORDER TO VERIFY LOCATIONS OF UTILITIES UNDERGROUND OR OVERHEAD, AND SECURE THE PROPER PROCEDURES WHILE WORKING ADJACENT TO, ABOVE OR NEAR SUCH UTILITIES TO 5. THE GENERAL CONTRACTOR IS REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW THESE NOTES PRIOR TO BIDDING AND TO AIR CONDITIONING AVOID ANY PROBLEMS WITH EXPLOSIONS, DISCONNECTION, REMOVALS, ETC. FAMILIARIZE ALL PERSONS AND SUBCONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT 40. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL UTILITY METERS AND NOTIFY THE UTILITY COMPANY OF THE NAME, ADDRESS AND PHONE DOCUMENTS NOTED, LANDLORD'S DESIGN CRITERIA AND THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. ANY AT NUMBERS OF THE TENANT FOR PERMANENT SERVICES. TENANT'S G.C. UNLESS OTHERWISE NOTED SHALL BRING IN ALL ADDITIONAL SERVICES, DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO B.O. ADEQUATE FOR TENANT'S NEEDS AS REQUIRED ,INCLUDING, BUT NOT LIMITED TO ELECTRIC, SPRINKLER, SOIL (WASTE), AND DOMESTIC WATER TENANT'S ARCHITECT PRIOR TO THE START OF ANY WORK THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING BATTERY LINES (WHEN APPLICABLE). THEMSELVES WITH THE CONTENT AND SCOPE OF THESE SPECIFICATIONS, AND SPECIAL ATTENTION SHOULD BE GIVEN THE SPECIFICATIONS BET BETWEEN THROUGHOUT THE SPAN OF THIS PROJECT BY THIS GENERAL CONTRACTOR, SUPERVISORS AND SUBCONTRACTORS, AS THE STANDARD 41. THE GENERAL CONTRACTOR AND / OR IT'S ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS AND ESTABLISHED HEREIN SHALL BE APPLIED, WITH EMPHASIS TO ALL WORK CHECK 'RESPONSIBILITY SCHEDULE' FOR ALLOCATION OF BLKG REQUIREMENTS WITH THE TENANT OR THE TENANT'S CONSTRUCTION REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. THIS CONTRACTOR SPECIFIC WORK ALL WORK IS BY TENANT'S GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY BEAM TO VERIFY AMPERAGE / VOLTAGE SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE THE TENANT AND LANDLORD SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE TENANT BRG EQUIPMENT SUPPLIERS, AND CHECK THE CONTRACT DOCUMENTS FOR MISCALCULATIONS, IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE TENANT, THE CONTRACTORS OR OTHER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE AND LANDLORD. BOTTOM CHECK TO ASCERTAIN PROPER INSTALLATION OF EQUIPMENT AT THE CORRECT AMPERAGE / VOLTAGE AND WIRING SIZE. NO LIGHT FIXTURES 6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED t0 CHECK AND VERIFY ALL DIMENSIONS AND FIELD BTUH ARE TO BE ORDERED UNTIL THIS 'DOUBLE CHECK' TAKES PLACE. CONDITIONS AT BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD, THE LANDLORD'S REPRESENTATIVE AND TENANT'S PROJECT 42. THE GENERAL CONTRACTOR AND / OR ELECTRICAL SUBCONTRACTOR IS TO FURNISH AND INSTALL EMERGENCY AND EXIT LIGHTING, AS ARCHITECT OR TENANT'S CONSTRUCTION REPRESENTATIVE OF ANY AND ALL DISCREPANCIES AND LIST ANY WORK NOT YET COMPLETED BOT REQUIRED BY LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER THE PROJECT UNLESS NOTED OTHERWISE IN THE APPLICABLE BEFORE STARTING WORK IF THE GENERAL CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE BUILDING 'RESPONSIBILITY SCHEDULE'. THE EXIT / EMERGENCY LIGHTING SHOULD BE PROPERLY LABELED AND APPROVED TYPE LOCKOUTS CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE B/5 INSTALLED. LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ALLOWABLE BY LANDLORD AND UNDER LEASE NOM C OBLIGATION. ADDITIONALLY, THIS BARRICADE MUST BE MOVED OUT AS REQUIRED FOR STOREFRONT WORK AND / OR REMOVED At THE 43. ALL PLUMBING AND ELECTRICAL ROUGH -IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO BE END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED CAPACITY EXTENDED TO THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL ON THESE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE NEW TENANTS, IF THIS IS THE CASE, DO NOT INCLUDE ANY COST FOR THE ELECTRICAL) CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN ACTUAL BARRICADE BUT DO INCLUDE COSTS FOR MOVING SUCH BARRICADES IN AND OUT, ANY OTHER SPECIFIC LANDLORD REQUIREMENTS REGARDING SUCH BARRICADES, AND THE PAINTING AND / OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION. CIRCUIT LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO MODIFY CLOSED CIRCUIT TELEVISION CFM THE SERVICE ACCORDINGLY WITH EITHER NEW CONDUIT AND / OR NEW COPPER SERVICE WIRE EXTENDING BACK TO LANDLORD'S 7. ALL CONTRACTORS SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AND SHALL HAVE SOLE RESPONSIBILITY FOR VERIFICATION OF CUBIC FEET PER HOUR ELECTRICAL / METER ROOM SERVICE POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. CLEAR HEIGHTS WITHIN THE PREMISESt ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. THE GENERAL 44. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING, WHICH IS TO CONFORM CONTRACTOR IS TOTALLY RESPONSIBLE FOR ALL 'HOLD' DIMENSIONS AND IS TO CONTACT THE ARCHITECT, THE TENANT AND THE CENTERLINE TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE. THE SIGNS) JUNCTION BOX PERMIT IS TO BE TENANT'S CONSTRUCTION REPRESENTATIVE OF ANY DISCREPANCIES VERBALLY AND ALSO IN WRITING, FIRST, PRIOR TO BUILDING WALLS, CLR INCLUDED IN THE WORK FOR THE ELECTRICAL SUBCONTRACTOR AND THE BOX IS TO BE SUPPLIED BY THIS CONTRACTOR AND PROPERLY IF THERE IS A QUESTION. TENANT'S FIXTURES FIT INTO PLACE WITH NO ROOM FOR ERROR CONTRACTOR MUST REVIEW ENTIRE SET OF EMPTY CONDUIT LABELED. CONTRACT DOCUMENTS FOR CEILING HEIGHTS. 45. THE GENERAL CONTRACTOR OR THE FIXTURE CONTRACTORS, THOSE CONTRACTORS PAID BY THE G.C., BASED ON THE SPECIFIC 8. WHEN BIDDING THIS PROJECT, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR t0 BIDDING AND VERIFYING CLEANOUT CONTRACTOR SUPPLYING THE MILLWORK OR FIXTURES, IS TO PROVIDE SHOP DRAWINGS OF ALL MILLWORK AND FIXTURES, PRIOR TO START OF CONSTRUCTION, FOR APPROVAL BY THE TENANT'S ARCHITECT. It IS NOT THE TENANT'S ARCHITECT'S RESPONSIBILITY TO FOLLOW UP ON EXISTING CONDITIONS AS REFLECTED IN THESE CONTRACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE COMM THESE OR ANY OTHER REQUIRED SHOP DRAWINGS. DOCUMENTS SHALL BE REPORTED TO THE TENANT OR TENANT'S ARCHITECT IMMEDIATELY. LANDLORD DOES NOT PAY ANY COSTS FOR COMPACTOR COMPR JOB CONDITION SITUATIONS, UNLESS SPECIFICALLY NOTED IN THE LEASE. 46 GENERAL CONTRACTOR WILL PERFORM ALL LEASEHOLD IMPROVEMENTS AND FURNISH AND INSTALL ALL FIXTURES, UTILIZING SPECIFIED FIXTURE CONTRACTORS, IF NOTED. g, ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CODES, SUB -CODES AND BUILDING DEPARTMENTS AND HEALTH CONDENSATE CONF A TM NTS IFA ICA HAVIN I DEP R E PPL BLE G JUR SDICTION. GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR SPECIFIC 11.E TH N CONT CT SHA E GE ERAL R4 OR LL SUPPLY ALL NECESSARY GROUNDS FOR ALL MILLWORK AND FIXTURES, FITTINGS AND EQUIPMENT AS REQUIREMENTS FOR THIS USE. CONSTRUCT ION REQUIRED. CONTACT FIXTURE CONTRACTOR FOR SPECIFICS. 10. THE OCCUPANCY CLASSIFICATION FOR THIS LOCATION IS NOTED ON THE TITLE SHEET. 48. ALL EQUIPMENT, MILLWORK AND FIXTURES SUPPLIED BY THE TENANT TO BE UNLOADED, ASSEMBLED AND INSTALLED BY THE GENERAL CORR CORRIDOR CONTRACTOR 11. DEMOLITION WORK (IF ANY) AS DEFINED IN THE RESPONSIBILITY SCHEDULE AND DEMOLITION DRAWING 4.g THE PROPER RECEIPT OF ALL NEW MATERIALS AND EQUIPMENT AT THE JOB SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, THE CONTRACTOR SHALL BE SOLELY RESPONSIB F A HA CONT O T 12. LE OR ID VE R L OVER CONS RUCTION MEANS, METHODS, TECHNIQUES, CURRENT TRANSFORMER, AND / OR ITS SUBCONTRACTORS (IF ANY). SECURE AND SAFE STORAGE OF ALL NEW AND EXISTING MATERIALS AND EQUIPMENT TO REMAIN (IF ANY) WILL BE PROVIDED BY THE GENERAL CONTRACTOR GENERAL CONTRACTOR TO IMMEDIATELY ADVISE TENANT OR TENANT'S SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, INCLUDING ANY AND ALL GTR REPRESENTATIVE OF ALL DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT, WHETHER SUPPLIED BY TENANT OR DIRECTLY OSHA REQUIREMENTS, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. SEE AIA COPPER, CONDENSING UNIT BY CONTRACTOR OR IT'S SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL NECESSARY PAPERWORK AND ARRANGE DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, LATEST EDITION. CLG INSPECTIONS OF DAMAGED GOODS AS PER TENANT CONSTRUCTION DEPT. REQUIREMENTS. NOTIFY TENANT, OR TENANT'S REPRESENTATIVE OF CIR CIRCUIT ANY POSSIBLE DELAYS. INCOMPLETE ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT t0 THE ATTENTION OF THE SUPPLIER AND 13. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, COL THE ARCHITECT. SUBMIT CONFIRMATION OF ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE TO TENANT'S ARCHITECT. METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT 50. THE GENERAL CONTRACTOR SHALL UNLOAD, PROTECT AND INSTALL TENANT'S SPECIFIED EQUIPMENT, FIXTURES AND FURNISHINGS. FOR CONSTRUCTION. SEE AIA DOCUMENT 8141 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND ARCHITECT, LATEST EDITION. 51. ALL EXISTING TO REMAIN AND NEW BUILDING ENTRY GLASS AND DOORS, STOREFRONT AND INTERIOR GLAZING, IF APPLICABLE, MUST 14. THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS PSI COMPLY WITH ALL APPLICABLE CODES, LANDLORD'S CRITERIA, LANDLORD'S AND TENANT'S CONTRACT DOCUMENTS AND SAFETY GLAZING STANDARDS. GENERAL CONTRACTOR TO VERIFY IN FIELD ALL EXISTING GLAZING TO REMAIN MEETS OR EXCEEDS SUCH CODES, STANDARDS, QUI FO TH RE REp R E NOT ON THS ANS S CIFICA WORK ED E E PL AND PE TIONS. THIS INCLUDES COSTS FOR ALL INSPECTIONS BY AUTHORITIES FAR SIDE ETC. INCLUDING BUT NOt LIMITED TO TYPE, SUPPORT, FRAMING METHODS, ETC. AND UPGRADE IF OR AS REQUIRED. ALL STOREFRONTS t0 BE HAVING JURISDICTION, BUILDING DEPARTMENT AND HEALTH DEPARTMENT PERMIT COSTS, AND PERMIT COSTS FOR FIXTURING SUPPLIED INSTALLED BY GLAZING SUBCONTRACTORS CAREFULLY FOLLOWING REQUIREMENTS AURID DETAILS FOR DESIGN AGAINST WIND LOAD BY TENANT (IF APPLICABLE). FUTURE CONSIDERATIONS, EVEN THOUGH SUCH INSTALLATION OF STOREFRONT GLAZING MAY BE IN AN ENCLOSED BUILDING. GENERAL CONTRACTOR FIXED VINYL STRIP QTS, TO VERIFY EXISTING STRUCTURAL SUPPORT/ HANGING CONDITIONS FOR STOREFRONT AND IF STRUCTURAL SPANS ABOVE FOR SUCH 15. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS MUST BE MAINTAINED HANGING EXCEED NORMAL HANGING SUPPORT DETAILS OR SPAN AND / OR WIND LOAD CALCULATIONS ARE REQUIRED DUE TO LOCAL FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT BUILDING DEPARTMENT REQUIREMENTS, THIS CONTRACTOR 1S TO HIRE A LOCAL STRUCTURAL CONSULTANT TO DESIGN SUCH SUPPORT DOCUMENTS FOR CEILING HEIGHTS. GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL CONTRACTOR'S SYSTEM HANGERS AND COMPLETE ALL STRUCTURAL CALCULATIONS / DRAWINGS IN THOSE AREAS WHERE SUCH INFORMATION 1S REQUIRED EXPENSE) TO REMOVE OR REPLACE AS REQUIRED ANY AND ALL EXISTING P.V.C. PIPING WITH LOCAL GODE ALLOWABLE MATERIALS AND TO INCLUDE SUCH COSTS IN THE BID TO THE TENANT. THROUGHOUT LEASED PREMISES. 52. ANY SUBSTITUTIONS OF FINISH MATERIALS MUST BE APPROVED BY THE TENANT'S ARCHITECT IN WRITING. THE GENERAL CONTRACTOR 1S 16. THE GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF THE WORK CALLED FOR BY THIS CONTRACT, THEY WILL EMPLOY RESPONSIBLE FOR SUBMITTING TWO (2) SAMPLES OF EACH SUBSTITUTION. ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE PROGRESS OF THE PROJECT, AND AS WILL BE ACCEPTABLE TO AND 53. ALL CONCRETE FLOOR SLABS AND / OR FILLING IN OF DEPRESSED FLOOR AREAS LEVEL WITH CONCRETE OR OTHER APPROVED WORK IN HARMONY WITH ALL OTHER CONTRACTORS EMPLOYED ON THE CONSTRICTION SITE OR ON ANY OTHER BUILDING, STRUCTURE, OR FINISHES WILL BE COMPLETED BY THE GENERAL CONTRACTOR THE GENERAL CONTRACTOR TO INCLUDE MISCELLANEOUS STEEL FRAMING OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE WHICH THE GENERAL CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER AND METAL DECK (IF APPLICABLE) AND CONCRETE INSTALLATION. ALL FLOOR SLAB PENETRATIONS SHALL HAVE WATERTIGHT SLEEVES LOCATIONS. EXTENDING A MINIMUM 4' A.FF. AND MUST BE INSTALLED PER LANDLORD'S CRITERIA. CONCRETE SLABS MAY ONLY BE CORE DRILLED / SAW CUT, IF CONTRACTOR 1S REQUIRED TO PENETRATE SUCH SLAB ABOVE, BELOW OR ADJACENT TO TENANT'S SPACE' COORDINATION 1-1. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION 'RULES AND REGULATIONS', IF APPLICABLE. THE GENERAL AND APPROVAL BY THE LANDLORD WILL BE NECESSARY PRIOR TO CORE DRILLING / SAWCUTTING. IF THIS IS A STRUCTURAL SLAB THEN CONTRACTOR 1S RESPONSIBLE DURING THE BIDDING PROCEDURES, FOR CONTACTING THE LANDLORD'S REPRESENTATIVE FOR A COPY ANY AND ALL PENETRATIONS THROUGH SLAB MUST BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO STARTING OF THESE 'RULES AND REGULATIONS' AND TO INCLUDE ANY COSTS IN THE WORK QUOTED TO THE LANDLORD. WORK GENERAL CONTRACTOR AND / OR IT'S PLUMBING / ELECTRICAL SUBCONTRACTOR, WITH LANDLORD'S PRIOR WRITTEN APPROVAL, TO CORE DRILL / SAW CUT, (WHICHEVER 1S APPLICABLE) CONCRETE SLAB. IF SAW OF THE STRUCTURAL SLAB IS PERMITTED BY THE 18. GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF TENANT'S WORK AT THE PREMISES, ALL WORK SHALL BE PERFORMED IN LANDLORD, MAKE REPAIRS IN ACCORDANCE WITH LANDLORD'S CONSTRUCTION PROCEDURES. A MANNER WHICH WILL NOT CREATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR VIOLATE LANDLORD'S A CONI CTS L BOR RA AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF LANDLORD. IN THE EVENT OF THE OCCURRENCE OF 54 ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE RESULTING FROM ACTIONS OR OMISSIONS OF GENERAL CONTRACTOR FINISHES lAT ENTRY OR REAR DOOR, IF APPLICABLE) ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREMENTS OF BARRIER FREE DESIGN. IF AN EXPANSION JOINT COVER 1S REQUIRED, SUCH COVER 1S TO BE LEVEL AND SMOOTH WITH OR SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, GENERAL CONTRACTOR SHALL, IMMEDIATELY UPON NOTICE FROM TENANT, CEASE THE CONDUCT GIVING RISE TO SUCH TENANT'S FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT CONDITION. THIS CLAUSE MUST BE PART OF ALL GENERAL CONTRACTOR / SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT LEVEL, THE GENERAL CONTRACTOR IS REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT TO OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB. INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. 55. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION 1g. ALL CONTRACTORS SHALL BE BONDED, LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF AFFECTED BY SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL, SLAB HEIGHT EXPANSION JOINT COVER, INCLUDING FLOOR, QUALITY WORKMANSHIP, IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. THE TENANT AND TENANT'S ARCHITECT ARE WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENT WITH TO BE NOTIFIED IN WRITING OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL ACCEPTABLE CONSTRUCTION DESIGN PRACTICES. SUBCONTRACTORS AND SUPPLIERS WORKING ON THIS PROJECT. GENERAL CONTRACTOR MUST ATTEST THAT NO PRODUCTS CONTAINING ASBESTOS OR HAZARDOUS MATERIAL WERE KNOWINGLY USED ON THIS PROJECT. 56, ANY SCAFFOLDING, SAFETY RAILINGS, BARRICADES AND / OR PROTECTION DEVICES REQUIRED FOR THE PROJECT WILL BE FURNISHED AND PAID FOR BY THE GENERAL CONTRACTOR AS PART OF THE BASE BID. PROTECTION OF WORK IN PLACE - WORK IN PLACE THAT IS 20.PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET WITH LANDLORD'S TENANT SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, COORDINATOR AND TENANT'S PROJECT MANAGEMENT REPRESENTATIVE FOR A PRECONSTRUCTION MEETING, AT WHICH TIME, HE /SHE WILL UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. ALL SUCH PRESENT TO ALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT. THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR INFORMATION WORK SHALL BE COORDINATED WITH THE TENANTS REPRESENTATIVE. THE TENANTS ARCHITECT IS NOT RESPONSIBLE FOR JOB SITE FORM) REQUIRED FOR EACH TENANT'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER LEASE OBLIGATION. THE SAFETY EN EXISTING CONDITIONS AT THE JOB SITE AND SINCE ALL WORK IS BY GENERAL CONTRACTOR FOR THE TENANT 'FIT -OUT', THEIR REPRESENTATIVES WILL BE REQUIRED 70 DO ALL SUPERVISION, OBSERVATIONS AND JOB SITE SAFETY. CHECKLIST FORM INCLUDING SCHEDULE INFORMATION AS WELL AS GENERAL CONTRACTOR AND SUBCONTRACTORS INFORMATION 1S TO BE SUBMITTED t0 THE LANDLORD'S REPRESENTATIVE UPON ARRIVAL AT THE JOB SITE. 5i THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED t0 CARRY A MAXIMUM LIVE LOAD AS SPECIFIED IN THE LANDLORD'S CRITERIA, AND THE LANDLORD'S OR TENANT'S GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTOR AND / OR ANY AND ALL 21. IF THE LANDLORD, LANDLORD'S REPRESENTATIVE OR LANDLORD'S ARCHITECT, TENANT, TENANT'S REPRESENTATIVE OR TENANT'S MATERIAL SUPPLY HANDLERS NOT TO IMPOSE ANY LOADING FOR ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS ARCHITECT DO NOT MAKE REPEATED SITE VISITS CONTINUALLY OR AT ALL, THE GENERAL CONTRACTOR 1S NOT RELIEVED OF ANY WHICH CAN EXCEED SUCH SPECIFIED LOAD. RESPONSIBILITY OR DUTIES INVOLVED IN THIS CONSTRUCTION WORK 58. ANY ALTERATIONS, ADDITIONS, DRILLING, WELDING OR OTHER ATTACHMENT OR REINFORCEMENTS TO LANDLORD'S STRUCTURE TO 22. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE ACCOMMODATE TENANT'S WORK SHALL NOT BE PERFORMED WITHOUT, IN EACH INSTANCE, GENERAL CONTRACTOR OBTAINING LANDLORD'S OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), NO EXCEPTIONS WILL BE PERMITTED. THE PROVISIONS OF PRIOR WRITTEN APPROVAL, AND THIS CONTRACTOR SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG AS, OR STRONGER THAN, THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. ONLY UTILIZE LANDLORD'S DESIGNATED ROOFING CONTRACTOR FOR ALL ROOF THE TENANT'S LEASE SHALL APPLY IN THE EVENT OF VIOLATION RESULTING IN DAMAGES, CAUSES OF ACTION PENETRATIONS, FLASHING AND COUNTER FLASHING. OR ANY CLAIMS ARISING THEREFROM, IF GENERAL CONTRACTOR AND / OR IT'S SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT. 59, SPRINKLER SYSTEM DESIGN AND / OR LAYOUT MODIFICATION, (IF APPLICABLE) TO BE PROVIDED BY THE DESIGNATED SPRINKLER 23. THE GENERAL CONDITIONS OF THE 'CONTRACT FOR CONSTRUCTION' DOCUMENT A-201, ISSUED BY THE AMERICAN INSTITUTE OF SUBCONTRACTOR AND ALL SUBMISSIONS TO THE FIRE MARSHALL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVAL ARE THE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR GENERAL CONTRACTOR TO VERIFY WITH THE LANDLORD OR LANDLORD'S ARCHITECTS, LATEST EDITION, RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS CRITERIA IF SPRINKLER CONTRACTOR I$ TO BE LANDLORD'S APPROVED OR DESIGNATED CONTRACTOR SPRINKLER HEAD SPACING TO AS THOUGH FULLY CONTAINED IN THESE CONTRACT DOCUMENTS. CONFORM WITH THE LATEST NP.P.A. STANDARDS (PAMPHLET 13) AND ALL CODES HAVING JURISDICTION. SPRINKLER HEAD BRANCH LINES, DROPS AND HEADS ARE THE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR AND THE DESIGN MUST BE BASED ON FLOOR LAYOUT 24. THE GENERAL CONTRACTORS AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES AND REFLECTED CEILING PLANS. APPROVALS BY LANDLORD, LANDLORD'S INSURANCE UNDERWRITER AND THE BUILDING INSPECTOR AND OF DOCUMENT A-201, TO BECOME ACQUAINTED WITH THE ARTICLES CONTAINED THEREIN AND TO REVIEW WITH ALL SUBCONTRACTORS, FIRE MARSHALL WILL BE REQUIRED. PROVIDED BY LANDLORD UNLESS OTHERWISE NOTED. SUPPLIERS AND ANY OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. 6(d. THE MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR t0 SUBMITTING A BID FOR THE WORK ON THIS 25. THE TENANT'S ARCHITECT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM THE PROJECT. THE CONTRACTOR MUST BECOME FAMILIARIZED WITH THE FIELD CONDITIONS, AND THE SCOPE OF WORK CONTRACTOR TO CONTRACT WORK, IF THE INTENT 1S TO ADHERE TO A PREVIOUSLY AGREED UPON DESIGN WITHOUT ANY COST TO TENANT, IT'S AGENTS OR ENGINEER (UNLESS A FIRE ALARM DRAWING 1S SUBMITTED AS A PART OF THESE CONTRACT DOCUMENTS), FURNISH AND INSTALL ANY / ALL REQUIRED FIRE ALARM, SMOKE EVACUATION, SMOKE DETECTION SYSTEMS, INCLUDING ANY / ALL PARTS AND LABOR (OR MODIFY TENANT'S ARCHITECT. EXISTING AS REQUIRED), TO MEET LOCAL CODES, LANDLORD REQUIREMENTS AND FIRE MARSHAL SPECIFICATION, WHETHER SUCH WORK IS 26.N0 CHANGE ORDERS OR EXTRAS FOR COSTS GAN BE AUTHORIZED UNLESS APPROVED IN WRITING BY THE TENANT'S ARCHITECT, THE TENANT'S CONSTRUCTION REPRESENTATIVE OR THE TENANT. ANY ISSUANCE OF CREDITS TO BE CALCULATED BASED ON COMPETITIVE OR IS NOT SHOWN IN THE CONSTRUCTION DOCUMENTS. IF A SMOKE EVACUATION AND / OR DETECTION SYSTEM OCCURS FOR THIS SPACE, IT SHALL LEFT INTACT DURING CONSTRUCTION AND ANY NEW WORK, MODIFICATION AND REWIRING TO BE COMPLETED DURING RATES AND EQUIPMENT COSTS APPROVED BY THE TENANT'S ARCHITECT AND THE TENANT'S CONSTRUCTION REPRESENTATIVE FOR THE U CONSTRUCTION PHASE TO POINT OF NEW PANELS. IF SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED TO LANDLORD FIRE ALARM SYSTEM, THEY ARE TO BE PER LANDLORD'S SYSTEM . CONTRACTOR TO CONTACT LANDLORD OR APPROVED AGENTS FOR PURCHASE TENANT. AND INSTALLATION OF DETECTORS AT G.C. EXPENSE. G.C. AND / OR ITS FIRE ALARM SUBCONTRACTOR TO CONTACT LANDLORD FOR FINAL POINT OF CONNECTION TO LANDLORD'S FIRE ALARM JUNCTION BOX. 21. THE GENERAL CONTRACTOR SHALL HAVE At ALL TIMES, AT THE PREMISES, LANDLORD APPROVED CONTRACT DOCUMENTS, BUILDING DEPARTMENT AND HEALTH DEPARTMENT (fF APPLICABLE) APPROVED PERMIT DRAWINGS. rol. THE GENERAL CONTRACTOR WILL FURNISH AND INSTALL A COMPLETE MECHANICAL SYSTEM TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT, INSTALLED AND MOUNTED WITH DISCONNECT AND WIRING, HANGERS AND DUNNAGE FOR SAME (INCLUDING THE 28. THE GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD FOR THE BUILDING, WHERE BUILDING EQUIPMENT AND MATERIALS ARE HIRING OF A LOCAL STRUCTURAL ENGINEER TO DESIGN SUCH DUNNAGE HANGERS), DUCTWORK, COLLARS, DIFFUSERS, REGISTERS, t0 BE LOCATED AND HOW TRUCK TRAFFIC IS TO BE ROUTED TO AND FROM THE BUILDING. CONTROLS, TIME CLOCKS, ETC., WHETHER OR NOT SUCH WORK IS OR IS NOT SHOWN OR DELINEATED IN THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR'S MECHANICAL CONTRACTORS) ARE REQUIRED t0 COORDINATE WITH ALL OTHER CONTRACTORS ON JOB TO 29, AN APPROVAL BY THE TENANT WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE TENANT OR BY THE TENANT'S DESIGNATED MAINTAIN TENANT'S CEILING HEIGHT, LIGHT FIXTURE LOCATION, SPRINKLER BRANCH LINES, ETC. PROVIDED BY LANDLORD UNLESS REPRESENTATIVE FOR SUCH PURPOSE. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM TENANT'S OTHERWISE NOTED. ARCHITECT ON ALL STRUCTURAL CHANGES DURING THE COURSE OF THE CONSTRUCTION PHASE OF PROJECT, AS WELL AS VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION FOR MISCELLANEOUS STEEL FOR MECHANICAL SYSTEMS, STEEL FOR MEZZANINES (IF 62. THE GENERAL CONTRACTOR 1S RESPONSIBLE FOR FURNISHING AND INSTALLING ALL TOILET ACCESSORIES, AS WELL AS THE NEW TOILET ROOM($), DRINKING FOUNTAIN AND SERVICE SINK IF APPLICABLE, IN THESE PREMISES UNLESS NOTED OTHERWISE OR EXISTING. TOILET APPLICABLE), DUCTS, ETC. THE LANDLORD'S ARCHITECT AND THE LANDLORD ARE NOT INVOLVED NOR WILL THEY TAKE ANY ACCESSORY AND FIXTURE MOUNTING HEIGHTS TO BE THE HEIGHT NOTED ON THE LATEST AD.A / CABO / ANSI REGULATIONS AS REQUIRED RESPONSIBILITY FOR TENANT'S STRUCTURE. ANY STRUCTURAL WORK ON PROJECT TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL BY LOCAL BUILDING AGENCIES AND PLUMBING CODES. THE GENERAL CONTRACTOR TO FURNISH AND INSTALL NEW TOILET EXHAUST WITH EQUIPMENT SUPPORTS, HANGING SYSTEMS, CONCRETE SLABS, COSTS, ETC. ASSOCIATED DUCTWORK, ROOF PENETRATIONS, OR HOOK UP TO COMMON EXHAUST DUCT WITH BACKDRAFT DAMPER ETC., INCLUDING ASSOCIATED ELECTRICAL HOOKUP AND PANEL CONNECTIONS, OR REFURBISH EXISTING LIGHT / FAN UNITS) TO LIKE NEW CONDITION, 30.THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROTECT ALL NEUTRAL PIERS, LANDLORD'S AND ADJACENT TENANT CONSTRUCTION (WHERE NOTED ON THE PLANS), WHETHER SUCH WORK IS SHOWN OR NOT SHOWN IN THE CONSTRUCTION DOCUMENTS. THE TOILET ROOM 1S OF IF ADJACENT TO THIS TENANT'S WORK, AND MAKE ANY AND ALL REQUIRED REPAIRS t0 THE SATISFACTION OF THE LANDLORD AND / OR THE ADA. AND/ OR CABG / ANSI TYPE AND ALL PLUMBING FIXTURES AND TOILET ACCESSORIES ARE TO BE FURNISHED AND INSTALLED THE TENANT IF THIS WORK IS DAMAGED. BY THE GENERAL CONTRACTOR, BUT WITH SPECIFICATIONS AND MOUNTING HEIGHTS HANDICAPPED ACCESSIBLE, UTILIZING ABOVE SPECIFICATIONS ONLY AS A GUIDELINE. PROVIDED BY LANDLORD UNLESS OTHERWISE NOTED. 31 ALL FINISH AND EXPOSED WOOD SHALL BE KILN DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT COATING OR 63. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL TREATMENT IF REQUIRED BY CODE OR THE LOCAL FIRE MARSHALL. NO WOOD OR COMBUSTIBLE MATERIAL SHALL BE USED ABOVE THE SUBCONTRACTOR TO ENGINEER AND INSTALL ALL NECESSARY SUSPENDED CEILING UNLESS NONCOMBUSTIBLE LUMBER IS USED AND 1S SPECIFICALLY ALLOWED BY APPLICABLE BUILDING CODES, THE MISC. STRUCTURAL STEEL SHAPES. SHAPES TO BE INSTALLED WHERE DIRECTED BY THE LANDLORD'S REPRESENTATIVE FOR ADDITIONAL FIRE MARSHALL AND ALL AGENCIES HAVING JURISDICTION. IF FIRE TREATED WOOD 1S REQUIRED FOR FIXTURING ITEMS, THE GENERAL MECHANICAL UNIT ROOFTOP SUPPORT AND THE SUPPORT OF INTERIOR MECHANICAL EQUIPMENT, DUCTWORK, COLLARS, DIFFUSERS, CONTRACTOR IS RESPONSIBLE FOR EXECUTING THIS WORK AS PER BUILDING OFFICIALS' REQUIREMENTS. REGISTERS, EXHAUSTS, FANS, ETC. PROVIDED BY LANDLORD UNLESS OTHERWISE NOTED. 32. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL, AS REQUIRED, BEGINNING WITH THE CONSTRUCTION 64. ALL GYPSUM BOARD TO BE 5/8' THICK, FIRE CODE 'X' BOTH SIDES (WATER RESISTANT IN TOILET ROOMS) AND ALL METAL STUDS TO BE 3 5/8' METAL STUDS - MINIMUM GAUGE AS PER CODE AT 16' O.C. TO UNDERSIDE OF DECK ABOVE, UNLESS OTHERWISE NOTED. DEMISING PHASE, NAND OPERATED FIRE EXTINGUISHERS, UL. RATED, AS PER LOCAL CODE REQUIREMENTS: PLACEMENT WALL FIRE RATING TO BE CONFIRMED BY GENERAL CONTRACTOR RESPONDING TO LANDLORD AND CODE REQUIREMENTS. SEE CONTRACT AS APPROVED BY TENANT AND LOCAL BUILDING OFFICIAL. DOCUMENTS FOR WALL INDICATIONS. ALL PENETRATIONS FOR SUPPLY OR RETURN AIR, ETC., TO HAVE PROPERLY INSTALLED FIRE DAMPERS MEETING THE LATEST FIRE DEPARTMENT REQUIREMENTS, BASED ON SPECIFIC LOCATION OF TENANT'S SPACE IN BUILDING THE 33.ALL CEILINGS, IF REQUIRED, SHALL BE UNDERWRITERS APPROVED AND OF THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE BUILDING AND ELECTRICAL INSPECTORS FOR ALL NONCOMBUSTIBLE TYPE. SEE CEILING SPECIFICATION WITHIN THE CONTRACT DOCUMENTS. CONCEALED WORK PRIOR TO CLOSING UP WALLS, FLOORS, CEILINGS. 34.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR AS REQUIRED BY LANDLORD, 65. ALL GYPSUM BOARD TO BE APPLIED VERTICALLY ON WALLS UNLESS OTHERWISE NOTED. ALL GYPSUM WALL BOARD TO BE FIRE OF TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION. THE CONTRACTORS AND RESISTANT AND NONCOMBUSTIBLE AS SPECIFIED BY LOCAL CODES. SUBCONTRACTORS PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS TENANT MAY DIRECT, ALL DEBRIS AND RUBBISH CAUSED 66. ALL METAL FRAMING, GYPSUM BOARD, PARTITIONS, SOFFITS AND FACADES BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. BY OR RESULTING FROM THE PERFORMANCE OF TENANT'S WORK AND, UPON COMPLETION THEREOF, REMOVE ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING IN THE 6� ALL GYPSUM BOARD TO BE FIRE TAPED AND SPACKLED THREE (3) COATS, SANDED AND READY TO RECEIVE PAINT OR WALL BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE COVERING. ALL EXISTING GYPSUM BOARD t0 BE REPAIRED TO 'LIKE NEW' CONDITION. PERFORMANCE OF TENANT'S WORK THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN 68 ALL DOORS, METAL BUCKS, TRIMMED OPENINGS AND HARDWARE, INCLUDING LOCKS, TO BE PROVIDED BY THE GENERAL CONTRACTOR APPROVED DUMPING SITE TO BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK UNLESS OTHERWISE NOTED. bg, ALL SWITCH / OUTLET PLATES / COVERS TO BE FINISHED IN SAME COLOR / WALL COVERING AS ADJACENT WALL FINISHES, UNLESS NOTED OTHERWISE. FACTORY PAINTED GRILLES, DIFFUSERS, METAL TRIM (BUCKS, ETC.), ACCESSORIES, SWITCH AND OUTLET PLATES, ETC., ARE TO BE PAINTED TO MATCH ADJACENT SURFACE IN AN ENAMEL, CLEANABLE FINISH, OR AS SPECIFIED ON THE CONTRACT DOCUMENTS. lo. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT AND FRAME ALL OPENINGS FOR OTHER TRADES, SUCH AS MECHANICAL, SPRINKLER, PLUMBING, ELECTRICAL, FIXTURE CONTRACTOR, THROUGH PARTITIONS AND STRUCTURAL WALLS. ALL PENETRATIONS THROUGH RATED WALLS, WITH DUCTS OR PIPING, TO BE FILLED AT OPENING WITH 'FIRESTOPPING' MATERIALS TO MAINTAIN THE INTEGRITY OF THE SPECIFIED RATING OF THE WALL. PROVIDED BY LANDLORD UNLESS OTHERWISE NOTED. 1i. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO FURNISH THE FOLLOWING MINIMUM COVERAGE AND LIMITS OF LIABILITY. IF TENANT'S REQUIREMENTS ARE MORE STRINGENT, GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO THE MOST STRINGENT REQUIREMENTS. -12. A. WORKMAN'S COMPENSATION, AS REQUIRED BY STATE LAW, AND INCLUDING EMPLOYER'S LIABILITY INSURANCE WITH A LIMIT OF NOT LESS THAN $2,000,000 AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACTS OR OTHER STATUTES APPLICABLE WHERE THE WORK IS TO BE PERFORMED AS WILL PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY UNDER THE AFOREMENTIONED ACTS. 73. B. COMPREHENSIVE GENERAL LIABILITY INSURANCE (INCLUDING CONTRACTOR'S PROTECTIVE LIABILITY) IN AN AMOUNT NOT LESS THAN $2,000,000 FOR ANY ONE OCCURRENCE WHETHER INVOLVING BODILY INJURY LIABILITY (OR DEATH RESULTING THEREFROM) OR PROPERTY DAMAGE LIABILITY OR A COMBINATION THEREOF WITH A AGGREGATE LIMIT OF $2,000,000. SUCH INSURANCE SHALL PROVIDE FOR EXPLOSION, COLLAPSE AND UNDERGROUND COVERAGE. SUCH INSURANCE SHALL INSURE THE TENANT, THE LANDLORD AND THE GENERAL CONTRACTOR AGAINST ANY AND ALL CLAIMS FOR BODILY INJURY, INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO OR DESTRUCTION OF PROPERTY OF ANY KIND WHATSOEVER AND TO WHOMEVER BELONGING AND ARISING FROM IT'S OPERATIONS UNDER THE CONTRACT AND WHETHER SUCH OPERATIONS ARE PERFORMED BY THE TENANT, GENERAL CONTRACTOR OR ANY OF THEIR SUBCONTRACTORS, OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM. C. TENANT'S PROTECTIVE LIABILITY INSURANCE: TENANT SHALL PROVIDE OWNER'S (TENANT'S) PROTECTIVE LIABILITY INSURANCE THAT WILL INSURE TENANT AGAINST ANY AND ALL LIABILITY TO THIRD PARTIES FOR DAMAGE BECAUSE OF BODILY INJURY LIABILITY (OR DEATH RESULTING THEREFROM) AND PROPERTY DAMAGE LIABILITY OF OTHERS OR A COMBINATION THEREOF, WHICH MAY ARISE FROM WORK IN CONNECTION WITH THE LEASED PREMISES, AND ANY OTHER LIABILITY FOR DAMAGES WHICH GENERAL CONTRACTOR AND / OR SUBCONTRACTORS ARE REQUIRED TO INSURE AGAINST UNDER ANY PROVISIONS HEREIN. SAID INSURANCE SHALL BE PROVIDED IN MINIMUM AMOUNTS AS FOLLOWS: Cl. BODILY INJURY, PER OCCURRENCE FOR PERSONAL INJURY AND / OR DEATH $2,000,000.00. C2. PROPERTY DAMAGE LIABILITY $5,000,000.00. TENANT'S BUILDERS RISK INSURANCE COMPLETED VALUE BUILDERS RISK MATERIAL DAMAGE INSURANCE COVERAGE: TENANT SHALL PROVIDE FOR TENANT AND 'ALL PHYSICAL LOSS' BUILDERS RISK INSURANCE POLICY ON THE WORK TO BE PERFORMED FOR TENANT IN THE LEASED PREMISES AS IT RELATES TO THE BUILDING WITHIN WHICH THE LEASED PREMISES ARE LOCATED. THE POLICY SHALL INCLUDE AS INSURED, TENANT, THE LANDLORD, THE GENERAL CONTRACTOR, AS THEIR INTERESTS MAY APPEAR THE AMOUNT OF INSURANCE TO BE PROVIDED SHALL BE 100% OF THE REPLACEMENT COSTS. THE GENERAL CONTRACTOR IS REQUIRED TO LIST ALL ADDITIONAL INSUREDS AS PER LANDLORD'S CRITERIA IN ADDITION TO TENANT'S ARCHITECT AND TENANT'S PROJECT MANAGEMENT COMPANY (IF APPLICABLE). INSURANCE REQUIREMENTS NOT OBTAINED BY THE GENERAL CONTRACTOR, AS NOTED IN THE CONTRACT DOCUMENTS AND IN THESE SPECIFICATIONS, WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE RESPONSIBILITY OR LIABILITY FOR THIS PROJECT. A COPY OF ALL INSURANCE PAPERS TO BE SENT TO THE TENANT'S PROJECT MANAGEMENT COMPANY, NOT FOR REVIEW BUT FOR RECORD PURPOSES ONLY. THE GENERAL CONTRACTOR, TO THE FULLEST EXTENT PERMITTED BY LAW, IS TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE ARCHITECT / ENGINEER, ITS CONSULTANTS, AND THE EMPLOYEES AND AGENTS OF ANY OF THEM FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, DEMANDS, LIABILITIES, LOSSES, DAMAGES, AND COSTS ('LOSSES'), INCLUDING BUT NOT LIMITED TO COSTS OF DEFENSE, ARISING IN WHOLE OR IN PART OUT OF THE NEGLIGENCE OF THE CONTRACTOR, ITS SUBCONTRACTORS, THE OFFICERS, EMPLOYEES, AGENTS AND SUBCONTRACTORS OF ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT SUCH LOSSES ARE CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER SPECIFICALLY EXCLUDED FROM THE FOREGOING ARE LOSSES ARISING OUT OF i) THE PREPARATION OR APPROVAL OF MAPS, DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS, OR SPECIFICATIONS. C3. TH GIVING OF O FAI U TO GI I CTIONS Y TH T / N IN ITS CONSU TANTS AN TH AG NTS A E R LRE V£ D RE B A HIT G E G EER L D E E ND E RC E EMPLOYEES OF ANY OF THEM, PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF LOSS. THE GENERAL CONTRACTOR IS TO NAME THE ARCHITECT / ENGINEER, ITS AGENTS AND CONSULTANTS ON THE CONTRACTOR'S POLICY OR POLICIES OF COMPREHENSIVE OR COMMERCIAL GENERAL LIABILITY INSURANCE. SUCH INSURANCE SHALL INCLUDE PRODUCTS AND COMPLETED OPERATIONS AND CONTRACTUAL LIABILITY COVERAGE, SHALL BE PRIMARY AND NONCONTRIBUTING WITH ANY INSU NG MAINTAIN Y TH A I T A SHA VI THA T RA E EDB E RCH TECT/ENGINEER OR ITS AGENTS AND GONSULTAN S, Np LL PRO DE T HE ARCHITECT / ENGINEER BE GIVEN THIRTY DAYS, UNQUALIFIED WRITTEN NOTICE PRIOR TO ANY CANCELLATION THEREOF. IF THE FOREGOING REQUIREMENTS ARE NOT MET BY THE GENERAL CONTRACTOR, THAT GENERAL CONTRACTOR REMAINS OBLIGATED TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT / ENGINEER, ITS CONSULTANTS, EMPLOYEES, AGENTS AND ALL OTHER STATED INSUREDS, FROM AND AGAINST ANY AND ALL LOSSES WHICH WOULD HAVE BEEN INDEMNIFIED AND INSURED AGAINST BY THE CONTRACTOR, BUT WERE NOT. -12. IF A REAR EXIT DOOR EXISTS THEN THE GENERAL CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL AN APPROVED AUDIBLE TYPE PANIC BAR ASSEMBLY FOR REAR EXIT DOOR(S), PAINT OUTSIDE OF DOOR AS PER LANDLORD'S REQUIREMENTS (UNLESS WORK IS PREVIOUSLY COMPLETED BY LANDLORD) AND GENERAL CONTRACTOR WILL PLACE TENANT'S NAME IN TYPE, SIZE AND LOCATION ON OUTSIDE OF DOOR AS PER LANDLORD'S TYPICAL DESIGN REQUIREMENTS. IF DOOR 1S IN NEED OF REPAIR OR REPLACEMENT, GENERAL CONTRACTOR TO COMPLETE SUCH WORK, AND INCLUDE COSTS IN BID TO TENANT. -13. ALL PAYMENTS MADE TO THE GENERAL CONTRACTOR FOR THIS PROJECT ARE t0 BE ALLOCATED FOR THIS PROJECT ONLY, FOR PAYMENTS TO SUBCONTRACTORS, MATERIAL SUPPLIERS AND AGENTS AUTHORIZED BY THE SPECIFIC CONTRACTOR TO PERFORM WORK OR SUPPLY MATERIALS TO THIS PROJECT ONLY. PAYMENTS TO GENERAL CONTRACTOR BY TENANT, UNLESS CONTRACT STATES OTHERWISE, THE GENERAL CONTRACTOR MUST PURCHASE ALL MATERIALS FROM SPECIFIED VENDORS, AND MUST DOCUMENT ALL PURCHASES FOR WHICH A PAYMENT BY TENANT IS MADE. i4. THE GENERAL CONTRACTOR 1S REQUIRED TO SUBMIT PARTIAL WAIVERS OF LIENS FOR ITS WORK AS WELL AS SUBCONTRACTORS OR MATERIAL SUPPLIERS, UPON THE REQUEST OF THE TENANT OR THE TENANT'S ARCHITECT AND THE REQUEST FOR THE FINAL 10go RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% PAYMENT IN FULL (WITH FULL WARRANTY) BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, INCLUDING COMPLETION OF ALL PUNCHL15T ITEMS. -15. ALL WORK THAT NEEDS TO BE COMPLETED BY THE GENERAL CONTRACTOR BELOW OR ABOVE THE PREMISES MAY HAVE TO BE DONE IN OTHER TENANT'S DEMISED PREMISES AND SUCH WORK NEEDS TO BE DONE IN COORDINATION WITH THE TENANTS BELOW, OR ABOVE, INCLUDING ANY OVERTIME WORK OR PAYMENT FOR SECURITY THAT MAY BE NECESSARY. THE COST FOR THIS WORK, INCLUDING OVERTIME, MUST BE INCORPORATED IN THE BASE BID TO THE TENANT. THE GENERAL CONTRACTOR TO INCLUDE IN ITS BASE BID, ALL COSTS IN COMPLETING BELOW SLAB WASTE PIPING, OVERHEAD DOMESTIC WATER LINES, VENT LOOPS OR PENETRATIONS THROUGH ROOF AS WELL AS ALL SECURITY COSTS, REPAIRS TO WALLS, CLEANING, FLOORS IN TENANT'S SPACE, LANDLORD'S SPACE OR ADJOINING TENANT'S SPACES. -16. THE CONSTRICTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON THE BEST INFORMATION AVAILABLE TO TENANT DURING PREPARATION OF THE CONTRACT DOCUMENTS. IN THE EVENT THAT PROBLEMS ARISE DURING THE COURSE OF THE PROJECT, DUE TO UNKNOWN SITE CONDITIONS OR CODE AND LANDLORD REQUIREMENTS (IF ANY) THAT CONFLICT WITH THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL INFORM THE TENANT'S ARCHITECT IMMEDIATELY. ANY CHANGES THAT WILL BE REQUIRED, WILL BE DELINEATED BY TENANT ARCHITECT. 1-1. THE GENERAL CONTRACTOR IS REQUIRED t0 ADHERE TO ALL NEW REQUIREMENTS, WHETHER STATED OR NOT ON THESE CONTRACT DOCUMENTS , FOR THE LATEST ADA. LAW EFFECTIVE JANUARY 26, 1992. THIS LAW IS A CIVIL RIGHTS LAW ,AND THE EXCLUSION OF REQUIREMENTS BY THE LOCAL CODE OFFICIALS DOES NOT RELIEVE THE TENANT OR THE GENERAL CONTRACTOR OF ADHERING TO THE NECESSARY WORK, EITHER DURING CONSTRUCTION OR AFTER OCCUPANCY. -18. QUALITY STANDARDS. ALL SUCH WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF. GENERAL CONTRACTOR SHALL REQUIRE ANY PERSON ING ANY SUCH T A NT TH AM T ANY A A F T IN AN HI AN PERFORM WORK 0 GU RA EE E S E OBE FREE FROM ND LL DE ECS WORKM S P D MATERIALS FOR ONE (1) YEAR FROM THE DATE OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. TENANT SHALL ALSO REQUIRE ANY SUCH PERSON TO BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR WITHOUT ADDITIONAL CHARGE, OF ANY AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH PERSON, WHICH SHALL BECOME DEFECTIVE WITHIN ONE (1) YEAR AFTER COMPLETION OF THE WORK THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS t0 MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT, AS THEIR RESPECTIVE INTERESTS APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER GENERAL CONTRACTOR TO HAVE THIS CLAUSE IN EVERY SUBCONTRACTOR AGREEMENT FOR THE PROJECT AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. -Ig. TENANT'S WORK SHALL BE COORDINATED WITH THAT OF LANDLORD AND OTHER TENANTS IN THE BUILDING TO SUCH EXTENT THAT TENANT'S WORK WILL NOT INTERFERE WITH OR DELAY COMPLETION OF OTHER CONSTRUCTION WORK IN THE BUILDING. 50.CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE. NO ASBESTOS WORK IS TO BE COMPLETED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS IS UNCOVERED, NOTIFY THE TENANT'S REPRESENTATIVE IMMEDIATELY AND STOP ALL WORK LANDLORD IS RESPONSIBLE FOR ALL ASBESTOS TESTING, FILING AND REMOVAL. 81. THE GENERAL CONTRACTOR, AT THE POINT OF 'SUBSTANTIAL COMPLETION' AND 'TURNOVER' OF PREMISES TO TENANT, MUST COMPLETE, AT GENERAL CONTRACTOR'S COST AND EXPENSE (FINAL PAYMENT CANNOT BE REQUESTED TO TENANT BY THIS GENERAL CONTRACTOR UNLESS ALL OF THIS WORK NOTED IS COMPLETED): A) FINAL INSPECTIONS BY ALL BODIES HAVING JURISDICTION NECESSARY FOR FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR COMPLETION, WHICHEVER IS APPLICABLE. B) THE GENERAL CONTRACTOR TO FINALIZE ALL APPLICABLE LANDLORD AND TENANT PUNCH LISTS AND / OR REQUIREMENTS, PAY ALL APPLICABLE LANDLORD AND / OR TENANT CHARGES ALLOCATED TO THE SATISFACTION OF BOTH THE LANDLORD AND THE TENANT. C) FINALIZE CHANGES ON PLANS AND SPECIFICATIONS AND MARK ALL APPROVED LANDLORD, BUILDING DEPARTMENT, FIRE MARSHALL AND TENANT CHANGES ON A SET OF PRINTS FOR BOTH TENANT AND TENANT'S ARCHITECT AND FORWARD SUCH INFORMATION TO BOTH PARTIES VIA OVER NIGHT DELIVERY. MARKS SHALL BE COMPLETED USING A CLOUD PROCEDURE WITH A RED FELT TIP PEN TO EASILY DISTINGUISH CHANGES FROM ORIGINAL WORK THESE DWGS. SHALL BE AS -BUILT CONDITION DWGS UPON COMPLETION OF WORK D) PREPARE A WRITTEN OPERATING PROCEDURE FOR STORE MANAGEMENT FOR MECHANICAL EQUIPMENT AND CHANGE FILTERS FOR EQUIPMENT, ON DAY OF TURNOVER, IF APPLICABLE. E) PAY IN FULL ALL MATERIAL SUPPLIERS AND FIXTURE CONTRACTORS THAT TENANT PREVIOUSLY SELECTED OR WHO MAY BE SPECIFIED ON THESE CONTRACT DOCUMENTS WITH REQUESTS FOR WARRANTIES GATHERED, FOR TURNOVER TO TENANT FOR RECORD PURPOSES. F) TURN OVER ALL KEYS TO STORE MANAGEMENT. 82. GUARANTEES FOR ALL WORK BY SUBCONTRACTORS SHALL BE FOR A PERIOD OF ONE YEAR, FROM THE DATE OF COMPLETION OF THE WORK UNLESS OTHERWISE NOTED. AT THE TIME OF FINAL SUBMITTAL FOR ALL COSTS BY THE GENERAL CONTRACTOR TO THE LANDLORD, INCLUDING BASE BID, EXTRAS AND CREDITS, THE GENERAL CONTRACTOR'S SUBCONTRACTORS SHALL FURNISH TO THE TENANT A WRITTEN GUARANTEE STIPULATING THAT, AT NO ADDITIONAL COST TO THE TENANT, ANY DEFECTIVE WORK OR MATERIALS SHALL BE REPAIRED OR REPLACED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF WORK, UNLESS OTHERWISE NOTED. IF SUCH WORK AFFECTS TENANT'S OTHER WORK, TENANT'S OTHER WORK IS TO BE COMPLETED BY THE SUBCONTRACTOR AT NO COST TO THE LANDLORD OR TENANT. 83. UPON COMPLETION OF WORK, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE TO OBTAIN A CERTIFICATE OF COMPLETION AND APPROVAL FROM THE BUILDING DEPARTMENT, OR OTHER AUTHORITIES HAVING JURISDICTION, AND SUBMIT SAME TO THE TENANT'S ARCHITECT. FINAL PAYMENT WILL NOT BE ISSUED BY THE TENANT PRIOR TO RECEIPT OF SUCH CERTIFICATES. 84. UPON COMPLETION OF ALL CONSTRUCTION AND PRIOR TO TURNOVER OF THE SPACE, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING THE SPACE CLEANED. ANY CLEANING WHICH IS NOT DONE AT THE TIME OF TURNOVER AND NEED$ TO BE DONE BY THE TENANT, WILL BE BACK CHARGED TO THE GENERAL CONTRACTOR n. A AMPERE A/C AIR CONDITIONING AB ANCHOR BOLT AC ALTERNATING CURRENT, ACOUSTICAL, AIR CONDITIONER ACT ACOUSTICAL TILE, ACTUAL AD AREA DRAIN ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AGG AGGREGATE ADJ ADJUSTABLE, ADJACENT ALT ALTERNATE ALUM ALUMINUM ANT ANTENNA APPROX APPROXIMATELY) ARCH ARCHITECTURAL ATM AUTOMATIC TELLER MACHINE ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAGE ABY ABOVE AFF ABOVE FINISH FLOOR A/C AIR CONDITIONING ALUM ALUMINUM ARCH ARCHITECT (URAL) 9 AT B HORIZONTAL B.O. BOTTOM OF BAT BATTERY BD BOARD BET BETWEEN BKR BREAKER BLDG BUILDING BLKG BLOCKING BM BEAM BN BOUNDARY NAILING BRG BEARING BTM BOTTOM BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER ELEVATION HOUR BLK BLOCK ( ING) BOT BOTTOM BLDG BUILDING BM BEAM B/5 BLADE SIGN C NOM C CONDUIT CANT CANTILEVER CAP CAPACITY CB CIRCUIT BREAKER, CATCH ELECTRICAL) BASIN CCT CIRCUIT CCTV CLOSED CIRCUIT TELEVISION CFM CUBIC FEET PER MINUTE CFH CUBIC FEET PER HOUR CIRC CIRCULATION CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMT EMPTY CONDUIT CMU CONCRETE MASONRY UNIT, ELECTRIC WATER COOLER CONCRETE BLOCK CO CLEANOUT CO L CO UMN L COMM COMMUN ICAT ION COMP COMPACTOR COMPR COMPRESSOR CONC CONCRETE COND CONDENSATE CONF CONFERENCE CONN CONNECTION CONST CONSTRUCT ION CONT CONTINUOUS, CONTINUATION CONTR CONTRACTOR CORR CORRIDOR CPT CARPET CRT CATHODE RAY TUBE CT CURRENT TRANSFORMER, FLOOR DRAIN CERAMIC TILE GTR CENTER, CONTRACTOR CU COPPER, CONDENSING UNIT CW COLD WATER CLG CE IL ING CIR CIRCUIT CL PROJ COL GONG PREP CONST PRV CONT PSV CTR PSI DB DBL DC DEG DEPT DET DF DIA D IFF DIM DISC DISP D IST DIV DN DR DTL DWG DWL DTL DIA DIM DBL DF DN DR DWR DWG EA EGB ELEV EQ EQPT (E) EXP EXT EG EAT EER EF EFS ELEC EMBED EMERG EMS EN SNCL EPOS EQS EQUIP ESP EW EWC EXH EXP EXT EWH FP FL FD FLUB FG FUR F FA FACP FAF FCW FD FDN FIFE FG FIN FIXT FL FLA FLEX FLG FLUOR FP I FR FS FT FTG FUT FVS ABBREVIATIONS FOS FACE OF STUD FIN FINISH (ED) FF FINISH FLOOR G HARDBOARD G GAS PIPING, GROUND GA GAUGE, GAGE GALV GALVANIZED GC GARDEN CENTER GEN GENERAL GFI GROUND FAULT INTERRUPT GIH GRAVITY INTAKE HOOD GL GLASS, GLAZING GLU-LAM GLUED LAMINATED TIMBER GND GROUND GPM GALLONS PER MINUTE GR GRADE GYP GYPSUM GYP BD GYPSUM BOARD H HIGH H/C HARDWARE CLOTH HB HOSE B 1 B HDBD HARDBOARD HDCP HANDICAPPED HDWR HARDWARE HID HIGH INTENSITY DISCHARGE HM HOLLOW METAL HOA HAND OFF AUTOMATIC HOR HORIZONTAL HP HORSEPOWER HPS HIGH PRESSURE SODIUM IHR HOUR HT HE IGHT HTG HEATING HTR HEATER HV HIGH VOLTAGE HVAC HEATING/VENTILATING/ DISCONNECT AIR CONDITIONING HW HOT WATER HYD HYDRANT HB HOSE B I BB HC HOLLOW CORE HDW HARDWARE HDWD HARDWOOD HORIZ HORIZONTAL HVAC HEATING/ VENTILATION/ DETAIL AIR CONDITIONING IN (') INCH ID INSIDE DIAMETER INT INTERIOR INCAND INCANDESCENT INFO INFORMATION INSUL INSULATION INT INTERIOR INV INVERT IPS INTERIOR PAINT SYSTEM 1SOL ISOLATION (JOINT) JAN JANITOR J -BOX JUNCTION BOX JBE JOIST BEARING ELEVATION JG JOIST GIRDER JST JOIST JT JOINT K K KIT KLF KO KS I KV KVA KW KWH CLEAR L COLUMN LAT CONCRETE LAV CONSTRUCTION LB CONTINUOUS LLH COUNTER LL V REF LOG REFR LT DRY BULB LTG LV DOUBLE L VR DIRECT CURRENT RETURN DEGREES VINYL COMPOSITION TILE, DEPARTMENT M DETECTOr MAINT DRINKING FOUNTAIN MAN DIAMETER, DIAGONAL MAT DIFFUSER MAX DIMENSION ROOFTOP UNIT DISCONNECT MDS DISPENSER ROLLING VINYL STRIP DISTRIBUTION MDSE DIVISION MECH DOWN MEMB DOOR MET DETAIL MFR DRAWING MGMNT DOWEL MGR DETAIL MH DIAMETER MIN DIMENSION MISC DOUBLE MM DOUGLAS FIR MO DOWN MOT DOOR MSS DRAWER SYMMETRICAL DRAWING MTD SUSP MT EACH MULL EDGE BAND ELEVATION N EQUAL N/A EQUIPMENT NG EXISTING$ NF EXPOSED N.I.C. EXTERIOR NO EXTERIOR GRADE NOM ENTERING AIR TEMPERATURE NS ENERGY EFFICIENCY RATIO NTS EXHAUST FAN NG EXTERIOR FINISH SYSTEM ELECTRICAL) O EMBEDMENT, EMBEDDED EMERGENCY OA ENERGY MANAGEMENT SYSTEM OAP EDGE NAILING ENCLOSURE (ENCLOSE) OH ELECTRONIC POINT OF SALE OP PAINT SYSTEM EXTERIOR OPPG EQUIPMENT OWN EXTERNAL STATIC PRESSURE OFF EACH WAY O/C ELECTRIC WATER COOLER OPH EXHAUST OD EXPANSION, EXPANDED OCC EXTERIOR ELECTRIC WALL HEATER P FIRE PROTECTION P FLOOR ( ING) PB PCP FLOOR DRAIN PENET FLUORESCENT PI V FUEL GAS PL FURRED ( ING) PLC FUSE(D), FIXTURE NUMBER PLF FIRE ALARM PLM FIRE ALARM CONTROL PANEL PLYWD FORCED AIR FURNACE PN FILTERED COLD WATER PNL FLOOR DRAIN POS FOUNDATION PP FINISHED FLOOR ELEVATION PNT FULL GLASS PLAM FINISHED) PWD FIXTURE POL FLOOR PROJ FULL LOAD AMPS FLEXIBLE PREP FLANGE PRV FLUORESCENT PSV FINS PER INCH PSI FRAME FAR SIDE PWR FOOT FOOTING Q FUTURE FIXED VINYL STRIP QTS, KYDEX 1000 CIRCULAR MILS KITCHEN KIPS PER LINEAL FOOT KNOCKOUT KIPS PER SQUARE INCH KILOVOLT KILOVOLT AMP KILOWATT KILOWATT HOUR LENGTH, ANGLE AVING AI T M LE R E PERATURE LAVATORY POUND LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATION L IGHT LIGHTING LOW VOLTAGE LOUVER MACH INE MAINTENANCE MANUAL MATERIAL MAXIMUM 1000 BTUH Per Hour MAIN DISTRIBUTION SWITCHBOARD MERCHANDISE MECHANICAL MEMBRANE METAL MANUFACTURER MANAGEMENT MANAGER MANHOLE MINIMUM, MINUTE MISCELLANEOUS MILLIMETER MASONRY OPENING MOTOR(( ZED ) MANUAL MOTOR STARTER SWITCH MOUNT (ING) (ED) EMPTY, MAT MULLION NEUTRAL NOT APPLICABLE NORMALLY CLOSED NEAR FACE, NON FUSED NOT IN CONTRACT NORMALLY OPEN, NUMBER NOMINAL NEAR SIDE, NON -SLIP NOT TO SCALE NATURAL GRADE OUTSIDE AIR, OVERALL ON CENTER, CENTER TO CENTER OVERHEAD OPERATIONS OPENING OPPOSITE OWNER OFFICE ON CENTER OPPOSITE HAND OUTSIDE DIAMETER OCCUPANCY CAPACITY CALCULATION i� R RADIUS, RISER RA RETURN AIR RCP RECEPTACLE, RECEPTACLI RD ROOF DRAIN REC RECESSED RECD RECEIVED REF REFERENCE REFR REFRIGERATOR RE INF REINFORCE ( ING) (ED) REQD REQUIRED RET RETURN RF VINYL COMPOSITION TILE, SLR RESILIENT FLOOR RFG ROOFING RM ROOM RO ROUGH OPENING RPM REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT RV ROOF VENT RVS ROLLING VINYL STRIP RWC RAIN WATER CONDUCTOR REV REVISION (S) REVISED RE REFERENCE REM REMOVE (D) (ABLE) BELS RESILIENT RD ROUND SAN SPACING AS NOTED SC SOLID CORE SCHED SCHEDULE SGL SINGLE SECT SECTION SE SERVICE BLDG SLID ING SHELF SHELF SLD SUR SOLID SURFACE BHT SHEET SIM SIMILAR SLNT SEALANT SLR SEALER SND THREADED SNR SANITARY NAPKIN RECEPT SP STATIC PRESSURE, SPARE SPEC SPECIFICATION(S) SPK SPEAKER SPKLR SPRINKLER SQ SQUARE BB STAINLESS STEEL 55K SERVICE SINK (SLOP SINK) SST STAINLESS STEEL STD STANDARD STIFF STIFFENER STL STEEL STOR STORAGE STIR STARTER STRUC STRUCTURED) SUP SUPPLY SUSP SUSPENDED SW SWITCH SWBD SWITCHBOARD BWGR SWITHGEAR SYM SYMMETRICAL SYS SYSTEM SUSP SUSPENDED 11 T THERMOSTAT TEG TONGUE AND GROOVE TiS.C. TENANT GENERAL CONTRACTC T -STAT THERMOSTAT T/O TOP OF TB TOWEL BAR TD TOWEL DISPENSER TECH TECHNICAL TEL TELEPHONE TEMP TEMPORARY TG TRANSFER GRILLE TF TRANSFER FAN TFE TOP OF FOOTING ELEVATI THD THREADED THK THICKNESS) THRES THRESHOLD TPN TOILET PAPER HOLDER TPTN TOILET PARTITION TR TRANSFER TRANSF TRANSFORMER TS THERMAL SWITCH TSP TOTAL STATIC PRESSURE TEL TELEPHONE TYP TYPICAL TPRU THROUGH U UC UNDERCUT UH UNIT HEATER UA0. UNLESS NOTED OTHERWISE UR URINAL UTIL UTILITY V V VENT PIPING, VOLT VA VOLT AMPERE VAC VOLTS, ALTERNATING CU1 VB VAPOR BARRIER VDC VOLTS, DIRECT CURRENT VEL VELOCITY VERT VERTICALLY) VEST VESTIBULE VIB VIBRATION VIP VERIFY IN FIELD VM VOLT METER VOL VOLUME VTR VENT THROUGH ROOF Wt VARIABLE VOLUME AND WWF TEMPERATURE VWC VINYL WALL COVERING VCT VINYL COMPOSITION TILE VTC VENT THRU CE IL ING POLE PUSHBUTTON PRECAST WALL PANEL PENETRATION POST INDICATOR VALVE PLATE POWER LINE CARRIER POUNDS PER LINEAL FOOT PLASTIC LAMINATE PLYWOOD PANEL NAILING PANEL POINT OF SALE POWER POLE PAINT (ED) PLASTIC LAMINATE PLYWOOD POLI SHED PROJECT PREPARATION POWER ROOF VENTILATOR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE POWER QUANTITY W W WIDE W/ WITH W/O WITHOUT WB WET BULB WC WATER CLOSET WD WOOD WDW WINDOW WHM WATT HOUR METER WI WROUGHT IRON WDB WOOD BASE WR WASTE RECEPTACLE WS WEATHERSTRIP WSCT WAINSCOT WT WE IGHT WWF WELDED WIRE FABRIC Y YD YARD 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record CSC 1, SERVICES LLC I� # ¢, Xl�--QATE:02/28/19 `' { f Ir . m `. N ",N ®' I �-- .. ,' v� ;Its e. 1 O - m� - ,7,, Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 PERMIT/BID/OWNER D DATE REVISION PROJECT NAME / LOCATION fiV� BEL°W MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALI. BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER GENERAL NOTES GN1.0 DIVISION 3 - CONCRETE: 3.1 CONCRETE SLAB: A) CONCRETE SHALL BE 3,000 PSI MINIMUM STRUCTURAL LIGHTWEIGHT CONCRETE WITH 6 x (o W 1.4 x W 1.4 WELDED WIRE MESH 4 VAPOR BARRIER ON COMPACT FILL B) INTERIOR SLABS t0 RECEIVE SMOOTH FINISH APPROPRIATE FOR INSTALLATION OF ALL FINISH FLOORING MATERIALS. DIVISION 4 - UNIT MASONRY: 4.1 GENERAL I. WORK SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE CONSTRUCTION OF CONCRETE MASONRY UNIT (CMU) WALLS. 2. OBTAIN MASONRY UNITS OF UNIFORM TEXTURE AND COLOR FROM ONE MANUFACTURER 3. OBTAIN MORTAR INGREDIENTS OF UNIFORM QUALITY FROM ONE MANUFACTURER FOR EACH CEMENTITIOU5 COMPONENT AND FROM ONE SOURCE AND PRODUCER FOR EACH AGGREGATE. 4. DELIVER MASONRY MATERIALS TO PROJECT IN UNDAMAGED CONDITION. STORE AND HANDLE MASONRY UNITS t0 PREVENT THEIR DETERIORATION OR DAMAGE DUE TO MOISTURE, CONTAMINANTS, CORROSION OR OTHER CAUSES. STORE CEMENTITIOUS MATERIALS OFF THE GROUND, UNDER COVER AND IN A DRY LOCATION. 42 PRODUCTS 1. ALL CONCRETE MASONRY UNITS SHALL BE 100% LIGHTWEIGHT AGGREGATE CONCRETE MASONRY UNITS CONFORMING t0 THE REQUIREMENTS OF ASTM -90 GRADE N. UNITS SHALL BE TYPE 1, MOISTURE CONTROLLED. 2. WITH REGARD TO FIR RATINGS THE PRODUCER OF THE CONCRETE MASONRY UNITS SHALL FURNISH CERTIFICATION FROM AN INDEPENDENT TESTING LABORATORY CONFIRMING THAT ALL 8' MASONRY UNITS MEET ALL OF THE U.L. 618 REQUIREMENTS FOR TWO (2) HOURS OR BETTER, REFERENCING FULL SCALE FIRE TEST REPORTS, 3. MASONRY WALL REINFORCEMENT SHALL BE WELDED, HOT DIPPED, GALVANIZED, 9 GAGE REINFORCEMENT, FABRICATED FROM COLD DRAWN STEEL CONFORMING TO ASTM A82, APPROXIMATELY 2' LESS IN WIDTH THAN THE BLOCK WIDTH IN WHICH IT WILL BE USED. INSTALL 16 O.C. VERTICALLY BEGINNING 8' ABOVE FLOOR SLAB. PROVIDE PRODUCTS AS MANUFACTURED BY DUR-O-WALL ING, AA WIRE PRODUCTS CO., HOLMANN 4 BARNARD, OR APPROVED EQUAL. PROVIDE ALL MASONRY TIES AND ANCHORS, AS REQUIRED FOR CONSTRUCTION AND BONDING OF ALL MASONRY WALL. ALL ANCHORS, TIES, ETC., OF ZINC ALLOY AS MANUFACTURED BY HOLMANN 4 BARNARD, RICHMOND SCREW 4 ANCHOR CO., OR APPROVED EQUAL. PROVIDE MASONRY TIES AS INDICATED AND, WHERE NOT INDICATED, AS REQUIRED TO ENCLOSE OR TIE NEW MASONRY TO EXISTING MASONRY CONSTRUCTION. 4. DO NOT ADD ADMIXTURES INCLUDING AIR -ENTRAINING AGENTS ACCELERATORS, RETARDERS, WATER REPELLENT AGENTS, ANTI -FREEZE, COMPOUNDS OR OTHER ADMIXTURES UNLESS OTHERWISE DIRECTED. 5. LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO PORTLAND CEMENT -LIME. 43 EXECUTION 1. DO NOT WET CONCRETE MASONRY UNITS PRIOR TO CONSTRUCTION. 2. THE CONSTRUCTION TOLERANCE FOR VARIATION FROM PLUMB FOR VERTICAL LINES AND SURFACES OF WALLS SHALL NOT EXCEED 1/4' IN 10'. 3. IN STOPPING AND RESUMING WORK THE CONTRACTOR 15 TO RACK BACK 1/2 -UNIT LENGTH IN EACH COURSE. CLEAN EXPOSED SURFACES OF SET MASONRY, WET UNITS LIGHTLY (IF REQUIRED) AND REMOVE LOOSE MASONRY UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. 4. FILL CORES ACCEPTING DOWELS, IN HOLLOW CONCRETE MASONRY UNITS, WITH GROUT 2 COURSES (16') ABOVE FLOOR SLAB. 5. LAY HALLOW CONCRETE MASONRY UNITS WILL FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. BED WEBS OF STARTING COURSE IN MORTAR FOR STARTING COURSE ON SLAB WHERE CELLS ARE NOT GROUTED SOLID, SPREAD OUT FULL MORTAR BED INCLUDING AREAS UNDER CELLS. (b. DURING THE TOOLING OF JOINTS ENLARGE ANY VOIDS OR HOLES, AND COMPLETELY FILL WITH MORTAR POINT -UP ALL JOINTS INCLUDING CORNERS, OPENING AND ADJACENT WORK TO PROVIDE A NEAT, UNIFORM, RECESSED JOINT PREPARED FOR APPLICATION OF FINISHED SURFACE. DIVISION 5 - METALS: 5.1 LIGHT GAUGE FRAMING: A) STEEL/METAL STUDS ARE t0 CONFORM t0 SPECIFICATION ASTM G-645 AND UTILIZE 3-5/8', 2-1/2', 1-1/4' METAL STUDS AND CHANNELS, USG OR EQUAL. STUD SPACING • 16' O.C., 20 GAUGE FOR STANDARD FRAMING, 16 GAUGE FOR LOAD BEARING CONDITIONS. 1) ALL DOOR OPENINGS AND/OR ARCH OPENINGS, 2'-0' WIDE OR GREATER, ARE TO BE FRAMED WITH TWO (2) ADDITIONAL STUDS AT EACH JAMB, SECURED TO FRAMES AND t0 OTHER STUDS AS RECOMMENDED UNDER METAL INSTALLATION INSTRUCTIONS. INSTALLER TO FURNISH AND INSTALL RUNNER TRACK ON FRAME HEAD AND UNDERSILL OF EACH OPENING AND TO INSTALL JACK STUDS (SPACED THE SAME AS FULL -HEIGHT STUDS), ABOVE AND BELOW OPENING AND ADDITIONAL STIFFENERS 6' ABOVE AND 6' BELOW OPENING, EXTENDED TWO (2) REGULAR STUD SPACES BEYOND JAMBS ON EACH SIDE. B) ALL STUD COMPONENTS AS DETAILED COMPLETE WITH ALL RUNNERS, CLIPS, AND HANGERS. 1) ALL BOTTOM AND TOP RUNNER TRACKS ARE TO BE ANCHORED TO THE SUBSTRATES FOR THE INSTALLATION OF THE STEEL STUDS. THIS SYSTEM IS TO BE ISOLATED FROM THE BUILDING STRUCTURES TO PREVENT TRANSFER OF LOADING AND DEFLECTIONS INTO THE LATHING AND METAL SUPPORT SYSTEM, BOTH VERTICALLY AND HORIZONTALLY. 2) RUNNER CHANNELS: .022' ZINC COATED GOLD ROLLED STEEL NAILING CHANNELS, 1/8' DEEP. C) INSTALL ADDITIONAL FURRING MEMBERS/GROUNDS/CORNER STUDDING AT EDGES/ CORNERS OF WORK AND At OPENINGS AND CONTROL/ EXPANSION IN THE WORK D) PROVIDE STUD BACKING At EACH SURFACE -MOUNTED DISPLAY STANDARD, HOOKS, OR HANG RAILS. E) PROVIDE BACKING FOR HANDICAP GRAB BARS AND CHANGING TABLE. F) FOR WALLS OTHER THAN DEMISING WALLS, PROVIDE HORIZONTAL STUD BRACING At 6'-0' ON CENTER AND DIAGONAL BRACING ABOVE THE CEILING. ANCHOR TO STRUCTURE AS DIRECTED BY LANDLORD AND AS REQUIRED BY CODE. 1) ALL FURRING FROM ABUTTING STRUCTURES TO BE ISOLATED, AS REQUIRED, TO AVOID ANY TRANSFER OF LOADS AND/OR DEFLECTIONS INTO THE FURRING SYSTEM. G) PLATFORM FRAMING 1) STRUCTURAL DECK FRAMING SHALL BE 'C' TYPE STEEL CHANNELS AS DETAILED. 52 MISCELLANEOUS METAL: A) PROVIDE AND INSTALL STEEL ANGLES, BRACES, BOLTS AND CLIPS AS REQUIRED BY THE DRAWINGS AND CONSTRUCTION PRACTICE. 1) SCREW TYPE FURRING: UTILIZE 25 GAUGE GALVANIZED STEEL HAT - SHAPED MEMBERS WITH KNURLED FACES, ASTM C645. B) ALL STRUCTURAL STEEL SHALL MEET ASTM A36, STRUCTURAL TUBING ASTM A500 - GRADE B, AND ANCHOR BOLTS ASTM A301. STRUCTURAL STEEL SHALL MEET A.I.S.C. SPECIFICATIONS. SUPPLY WITH SHOP PRIME COAT AND ALL BASE PLATES, HANGERS, SADDLES AND BOLTS AS REQUIRED PER SHOP DRAWINGS. C) MISCELLANEOUS STEEL SHALL BE A36. PIPE SHALL BE STANDARD WEIGHT OR EXTRA HEAVY AS NOTED. SUPPLY ALL STEEL WITH SHOP PRIME COAT. 53 METAL FABRICATIONS: A) INSTALL METAL HANG RAILS, WALL HARDWARE, ETC., PROVIDED BY THE GENERAL CONTRACTOR DIVISION (o - WOOD 4 PLASTICS: 6.1 MAINTENANCE OF WOOD, PLASTICS, AND COMPOSITES 62 ROUGH CARPENTRY: A) ROUGH CARPENTRY IS TO INCLUDE, BUT NOT NECESSARILY BE LIMITED TO: 1) BLOCKING WHERE REQUIRED IN DRYWALL PARTITIONS OR FURRED DRYWALL FOR THE FASTENING OF SURFACE WALL STANDARDS AND WOOD TRIM. 2) FIRESTOPPING AT INTERSECTION OF ALL PARTITIONS AND CEILINGS. 63 FINISH CARPENTRY: A) ARCHITECTURAL WOODWORK AND FINISHED CARPENTRY MATERIALS: 1) INSTALL ALL WORK IN ACCORDANCE WITH APPLICABLE STANDARDS OF THE AWI AND AS NOTED IN THESE SPECIFICATIONS. IF THERE 15 NO SPECIFIC REFERENCE MADE, COMPLY WITH AWI CUSTOM GRADE. 2) ALL EXPOSED BOARD LUMBER REQUIRING A PAINT FINISH SHALL BE CUSTOM GRADE PONDEROSA PINE. ALL STRUCTURAL FRAMING, BLOCK AND GROUNDS SHALL BE NO. I GRADE, DOUGLAS FIR OR SOUTHERN PINE. STRESS GRADE 1200 PSI MINIMUM, FACTORY MARKED. 3) ALL PLYWOOD SHALL BE SOFTWOOD PLYWOOD WITH A CONSTRUCTION AND INDUSTRIAL PSI (U.S. DEPT. COMMERCE), GRADE AND TYPE AS SPECIFIED. IF THERE 15 NO GRADE OR TYPE SPECIFIED, PROVIDE A -C GRADE FIR FOR CONCEALED WORK, BIRCH VENEER FACE FOR EXPOSED WORK NECESSARY FOR PAINT FINISH. PROVIDE ALL PLYWOOD BEARING DFPA GRADE TRADEMARKS. B) FABRICATION: 1) ALL MILLWORK/FINISHED CARPENTRY ITEMS SHALL BE FURNISHED BY A COMPETENT MILLWORK/FIXTURE CONTRACTOR, AND COMPLY WITH ALL APPLICABLE 'CUSTOM GRADE' STANDARDS OF THE 'ARCHITECTURAL WOODWORK QUALITY STANDARDS' OF THE AWI. 2) ALL FABRICATION AND APPLICATION OF PLASTIC LAMINATE, METAL WORK, AND GLASS, ETC., SHALL BE SHOP FABRICATED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND RESPECTIVE ASSOCIATIONS' STANDARDS (i.e., AWI, NEMA, ETC. ALL WORK TO BE PREMIUM QUALITY). 3) ALL CARPENTRY WORK SHALL BE COMPLETED BY THE GENERAL CONTRACTOR AND/OR NIS/HER FORGES DIRECTLY OR A SUBCONTRACTOR, AND ALL WORK MUST COMPLY WITH THE 'MANUAL OF HOUSE FRAMING' BY THE NAT'L FOREST PROD. ASSOC., INCLUDING NAILING, FIRE5TOPPING, ANCHORAGE, FRAMING AND BRACING AND t0 INCLUDE THE FOLLOWING: a) PREPARE, PATCH AND TOUCH-UP ALL SUWACES ADJACENT TO AND INCLUDING THOSE INDICATED ON THE PROJECT OR CAUSED BY FIELD CONDITIONS. ALL BLOCKING, WOOD OR METAL GROUNDS, SCREWS, SHIMS, FILLERS AND FASTENERS TO BE PROVIDED UNDER THIS CONTRACT± CONCEAL ALL FASTENERS UNLESS NOTED OTHERWISE. b) ALL TILE ENTRANCES AND STANDARDS IN ACCORDANCE WITH AWI, AND ALL TRIM CASINGS AND MOULDINGS, ETC. ARE TO BE TRUE TO DETAILS, CLEARLY CUT AND SHARP. THE BACKSIDE OF ALL TRIM 3/4' AND UNDER TO BE KERFED, AND BACK CUT ALL TRIM 3/4' x 2-1/4' AND OVER IN LIEU OF KERFING TO PREVENT WARPING. MITER ALL EXPOSED CORNERS. c) ALL FASTENERS USED TO SECURE, LEVEL, PLUMB AND TRUE TO LINE ARE TO BE SET BELOW THE FINISHED SURFACES AND FILLED WITH WOOD PUTTY OR OTHER APPROVED MATERIALS, SANDED CLEAN AND FLUSH WITH THE SURFACES TO BE UNDETECTABLE IN THE FINISH. ROUND ALL EXPOSED EDGES OF ASSEMBLIES TO I/8' RADIUS AND BLIND NAIL WHEREVER POSSIBLE. d) WOODWORK THAT IS EXPOSED 15 t0 RECEIVE A PAINT FINISH AND SANDED SMOOTH PRIOR TO FINISHING WITH SANDPAPER NO COARSER THAN NO. 80 AND ALL JOINTS ARE t0 BE FILLED AND SANDED SMOOTH AND FLUSH. e) ALL SHOP FABRICATED MILLWORK WHERE FIELD PAINTING IS REQUIRED, SHALL BE SHOP FINISHED WITH SANDING SEALER PRIOR TO DELIVERY TO SITE. F) ASSEMBLY GLUES SHALL BE USED IN STRICT ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. g) LACQUERED (SHOP) FINISH SHALL BE SEMIGLOSS, PREMIUM GRADE, PER AWI. 4) CONSULT ARCHITECT'S COLOR/FINISH SCHEDULE FOR ALL FINISH MATERIALS. 5) INSOFAR AS POSSIBLE, ALL FIXTURES AND MILLWORK SHALL BE SHOP FABRICATED AND FINISHED, AND DELIVERED TO THE SITE AS CLOSE TO THE TIME OF INSTALLATION AS POSSIBLE t0 MINIMIZE POSSIBLE DAMAGE FROM CONSTRUCTION ACTIVITY. C) SHOP DRAWINGS AND SAMPLES: 1) PROVIDE MIMINUM THREE (3) SETS OF SHOP DRAWINGS FOR ALL CUSTOM FABRICATED WORK 2) ANY SHOP DRAWINGS THAT REQUIRE SUBMITTAL MUST REQUIRE ALL PLANS, ELEVATIONS, SECTIONS, DETAILS AND PROFILES FOR PROPER REVIEW AND APPROVAL. 3) ANY SAMPLES OF MATERIALS ARE TO BE SUBMITTED TO THE ARCHITECT SPECIFICALLY INDICATING IF SUCH SUBMITTAL 15 IN ANY WAY DIFFERENT FROM PRIOR SUBMITTALS AND/OR COLOR SELECTIONS BY THIS CLIENT. DIVISION 8 - DOORS AND WINDOWS: 8.1 DOORS 4 FRAMES: A) GENERAL: 1) VERIFY ALL LOCAL CODES AND LANDLORD'S REQUIREMENTS AND PROVIDE FIRE RATED DOORS AND FRAMES AS INDICATED ON DOOR SCHEDULE. B) MATERIALS: 1) DOORS: FLUSH DESIGN DOORS - 1-3/8' THICK, SEAMLESS HOLLOW METAL CONSTRUCTION, WITH SMOOTH SURFACES WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED SURFACES OR STILE EDGES, EXCEPT AROUND GLAZED INSERTS. 2) FACE SHEETS: 18 GAUGE, COLD ROLLED STEEL. 3) INTERNAL REINFORCING: CHANNEL SHAPED SECTIONS OR CONTINUOUS TRUSS FORM LINER CORE REINFORCEMENT WELDED t0 BOTH FACE SHEETS. 4) REINFORCE TOPS, SIDES AND BOTTOMS OF DOORS WITH 1/8' CHANNELS. 5) SOUND DEADENER: NON- COMBUSTIBLE (o) FLOOR ANCHORS: SECURELY WELDED INSIDE EACH JAMB. ANCHORS SHALL BE PROPERLY PUNCHED FOR ANCHORING t0 FLOOR 1) JAMB ANCHORS: PROVIDE MINIMUM OF 4 DOUBLE STUD ANCHORS PER JAMB FOR USE WITH STEEL STUD WALLS AND PARTITIONS. ANCHORS SHALL BE STANDARD TYPE USED BY FRAME MANUFACTURER FOR THE PARTICULAR TYPE OF WALL AND PARTITION CONSTRUCTION. WHERE FIRE RATED ASSEMBLIES ARE INDICATED, PROVIDE ANCHORS REQUIRED TO MEET UL RATING. 8) MORTISE, REINFORCE, DRILL, AND TAP AS REQUIRED TO ACCOMMODATE ALL MORTISED TEMPLATE HARDWARE. 9) HARDWARE REINFORCEMENT: NOT LE55 THAN 1/8' THICK At HINGES AND STRIKE PLATE CLIPS. 10) SPREADER BARS: PROVIDE REMOVABLE SPREADER BARS ACROSS BOTTOM OF FRAMES, TACK WELDED TO JAMBS. II) STOPS AND MOLDINGS: FORM FIXED STOPS INTEGRAL WITH FRAMES PROVIDE REMOVABLE STOPS AROUND GLAZED PANELS, SECURE WITH MACHINE SCREWS SPACED UNIFORMLY NOT MORE THAN 12'O.C. 12) FINISHES: MANUFACTURER'S STANDARD RUST INHIBITIVE PRIMER C) INSTALLATION: 1) PLACING FRAMES: SET FRAME ACCURATELY IN POSITION, PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL CONSTRUCTION 15 COMPLATE, REMOVE TEMPORARY BRACES AND SPREADERS LEAVING SURFACES SMOOTH AND UNDAMAGED D) ROLL-UP/SECURITY GRILLE: a) 5ECURITY/ROLL UP GRILLE TO BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR AND/OR HIS/HER EXPERIENCED GRILLE MANUFACTURER/ERECTOR SUBCONTRACTOR b) THE FINISH OF THE GRILLE TO BE STANDARD MILL FINISH ALUMINUM WITH BOTTOM BAR AND GUIDE ASSEMBLIES OF CLEAR ANODIZED OR DARK BRONZE ANODIZED (CHECK DRAWING SPECIFICATIONS AND LANDLORD DESIGN CRITERIA FOR SPECIFICS). A TWO SLIDE BOLT LOCK IS TO BE PROVIDED AND INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS c) THE GRILLE MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL CONSTRUCTION DETAILS AND PROFILES, SUCH SUBMITTAL OF SHOP DRAWINGS IN NO WAY TO AFFECT THE ORIGINAL INTENT OR SPECIFICATION OF THE GRILLE OR ITS PLACEMENT AT THE OPENING OF THE STOREFRONT. 82 HARDWARE: A) PROVIDE HARDWARE AS INDICATED ON SCHEDULE, DETAILS OR AS REQUIRED. 83 GLASS: A) GENERAL: 1) ALL WORK SHALL BE COMPLETED BY A SPECIALIST GLA55 FIRM WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE. 2) ALL FRAMELESS GLASS AND MIRRORS SHALL HAVE EXPOSED EDGES GROUND AND POLISHED. ALL CORNERS SHALL BE CHAMFERED. a) THE GLASS INSTALLER 15 TO INSPECT ALL GLASS EDGES At TIME OF SETTING AND DISCARD PIECES THAT ARE DAMAGED. 3) PRIOR TO SUBSTANTIAL COMPLETION, THE GLASS INSTALLER 15 t0 REVIEW WITH THE GENERAL CONTRACTOR'S SUPERINTENDENT ALL GLASS SECTIONS AND REPLACE GLASS, GLAZING CHANNELS, SEALANTS, ETC., WHICH ARE EITHER BROKEN OR OTHERWISE DAMAGED, AND WASH AND POLISH IN51DE AND OUT. B) MATERIALS: 1) ALL GLASS SHALL COMPLY WITH GLASS MANUFACTURER'S INSTRUCTIONS, GLAZING MATERIALS MANUFACTURER'S INSTRUCTIONS AND 'GLAZING MANUAL' BY FGMA AND ANY OTHER TECHNICAL PUBLICATIONS OF RECOGNIZED AUTHORITIES RECENTLY PUBLISHED IN THE GLA55 INDUSTRY. INSTALL ALL GLASS PIECES TO ACHIEVE WATERTIGHT AND AIR TIGHT PERFORMANCE AND TO MINIMIZE ANY BREAKAGE. 2) IF TEMPERED GLA55 IS SPECIFIED, It SHALL BE CLEAR FLOAT GLASS, HEAT TREATED t0 4.5 x ANNEALED STRENGTH, AND THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE GLASS MANUFACTURER TO AVOID ANY VISIBLE TONG MARKS. ALL TEMPERED GLASS t0 BE 1/2' THICK UNLESS OTHERWISE NOTED. 3) IF LAMINATED SAFETY GLASS 15 SPECIFIED IT SHALL BE LAMINATE 2 SHEETS OF 1/4' THICK CLEAR FLOAT GLASS WITH A 30 MIL. FILM OF PVB. 4) IF PLATE GLASS IS SPECIFIED, IT 514ALL BE CLEAR FLOAT GLASS, QUALITY c13,1/4' THICK, UNLESS OTHERWISE SPECIFIED. 5) PROVIDE ALL GLAZING COLORS AS SHOWN ON THESE DRAWINGS, BLACK IF NOT SHOWN, COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS FOR SELECTIONS OF HARDNESS AND OTHER PRODUCT VARIATIONS TO MEET COMPATIBILITY REQUIREMENTS AND PROJECT/INSTALLATION CIRCUMSTANCES. (o) ALL SETTING BLOCKS t0 BE 10-90 DUROMETER HARDNESS AND THE NEOPRENE SELECTED FOR COMPATIBILITY WITH THE SEALANT. 1) ALL BUTYL RUBBER SEALANT TO BE FS TT -5-001657, TYPE 1, SOLVENT BASED, 15% SOLIDS, 24 HOUR TACK -FREE, PAINTABLE, NON- STAINING. 8) ALL SPACERS SHALL BE 40-50 DUROMETER HARDNESS AND NEOPRENE SELECTED FOR COMPATIBILITY WITH SEALANT. 9) ALL SEALERS, PRIMERS AND CLEANERS ARE TO BE A TYPE RECOMMENDED BY THE MANUFACTURERS OF THE SEALANTS/GASKETS FOR USE ON INDICATED GLAZING CHANNEL 5URFACES. 10) MIRROR FRAMING MEMBERS AS MANUFACTURED BY 'STYLEMARK' (800)- 328-2495 -- SEE DETAILS. C) INSTALLATION: 1) LOCATE ALL SETTING BLOCKS PER LIGHT, AT 25% OF GLA55 WIDTH, MEASURED FROM CORNERS AND SET IN THIN BED OF SEALANT IF HEEL OR TOE BEAD 15 REQUIRED. ALL GLASS 15 TO BE CUT TO PROPER SIZE, EXCEPT CUT PROCE55ED/FA5RICATED GLA55 UNITS PRIOR TO PROCESS ING/FABRICAT ING t PROVIDE FOR ADEQUATE EDGE CLEARANCE AND BITE ON GLASS, AND ALL EDGES TO BE FINISHED AS PER SPECIFICATIONS. 2) SPACERS, INSIDE AND OUT, ARE TO BE INSTALLED ALL AROUND WHERE LIQUID OR PLASTIC/MA5TIC COMPOUNDS ARE USED, EXCEPT ON GLA55 SIZES SMALLER THAN 50 UNITED INCHES. 3) SEALANTS ARE TO BE FORCED INTO CHANNELS t0 ELIMINATE VOIDS AND BE EFFECTIVELY 'WET' BOND SURFACES. TOOL EXPOSED SURFACE5 TO PROVIDE SLIGHT WASH AWAY FROM JOINT, TRIM AND CLEAN PROMPTLY. DIVISION 9 - FINISHES: 9.1 GENERAL: A) ALL FINISH MATERIALS SHALL BEAR APPROVED FIRE RESISTANCE AND SMOKE CONTRIBUTION RATINGS WHICH COMPLY WITH CODE REQUIREMENTS AND WHERE REQUIRED, SHALL BE FILED WITH THE BUILDING DEPARTMENT. B) ALL MATERIALS, COLORS, AND FINISHES AS SELECTED BY THE ARCHITECT. SEE FINISH SCHEDULE. 92 GYPSUM DRYWALL: A) GENERAL: 1) COORDINATE WITH LOCAL AND STATE AUTHORITIES FOR THEIR REQUIREMENTS FOR DRYWALL AND ASSEMBLIES. 2) THE ENTIRE DRYWALL AND METAL STUD INSTALLATION 15 t0 CONFORM TO U.S. GYPSUM MASTER SPECIFICATIONS AND METAL INSTALLATION INSTRUCTIONS -- STUD SPACING NOT TO EXCEED 16' O.C. B) MATERIALS: 1) ALL GYPSUM WALL BOARD SHALL BE FIRE RATED 5/8' THICK, TYPE 'X' AND CONFORMING TO SPECIFICATION ASTM C-36 AND NONRATED 5/8' THICK WITH LONG EDGE TAPERED. 2) ALL DRYWALL SCREWS TO BE 1-1/4' TYPE V. 3) ACCESSORIES TO BE GALVANIZED STEEL, SIZED t0 FIT WALLBOARD THICKNESS, STANDARD CORNER BEAD, EXPANSION JOINT, ETC., DESIGNED FOR FINISHING WITH JOINT TREATMENT COMPOUND. 4) JOINT TREATMENT SYSTEM: USE PERFORATED TAPE WITH JOINT COMPOUND AND TOPPING COMPOUND BY SAME MANUFACTURER AS WALLBOARD. ALL BOARD TO RECEIVE 1 TAPE AND 3 COATS SANDED AND READY FOR TENANT'S FINISHES. C) INSTALLATION: 1) ALL DOOR OPENINGS AND/OR ARCH OPENINGS, 2'-0' WIDE OR GREATER, ARE t0 BE FRAMED WITH TWO (2) ADDITIONAL STUDS At EACH JAMB, SECURED TO FRAMES AND t0 OTHER STUDS AS RECOMMENDED UNDER METAL INSTALLATION INSTRUCTIONS. INSTALLER TO FURNISH AND INSTALL RUNNER TRACK ON FRAME HEAD AND UNDERSILL OF EACH OPENING AND TO INSTALL JACK STUDS (SPACED THE SAME A5 FULL -HEIGHT STUDS), ABOVE AND BELOW OPENING AND ADDITIONAL STIFFENERS 6' ABOVE AND 6' BELOW OPENING, EXTENDED TWO (2) REGULAR STUD SPACES BEYOND JAMBS ON EACH SIDE. 2) ALL FURRING FROM ABUTTING STRUCTURES TO BE ISOLATED, AS REQUIRED, TO AVOID ANY TRANSFER OF LOADS AND/OR DEFLECTIONS INTO THE FURRING SYSTEM. 3) SCREW BOTH LAYERS OF GYPSUM BOARD TO SUPPORTS WHERE DOUBLE LAYER WORK IS INDICATED OR OTHERWISE REQUIRED. 4) ALL GYPSUM BOARD IS TO BE INSTALLED IN LENGTHS AND DIRECTIONS WHICH WILL MINIMIZE NUMBER OF END JOINTS, AND AVOID END JOINTS IN CENTRAL AREA OF CEILING. ALL WALLS AND PARTITIONS ARE TO BE INSTALLED WITH EXPOSED GYPSUM BOARD VERTICAL WITH JOINTS STAGGERED OVER SUPPORTS, EXCEPT WHERE RECOMMENDED IN A DIFFERENT ARRANGEMENT BY MANUFACTURER 5) THE ROOM TEMPERATURE FOR THE INSTALLATION OF ALL GYPSUM BOARD SHALL NOT BE LESS THAN 50 DEGREES FAHRENHEIT WITH ADEQUATE VENTILATION MAINTAINED TO ELIMINATE ESCESSIVE M015TURE UNTIL JOINT COMPOUND IS COMPLETELY DRY. CONTRACTOR TO PROTECT ALL BOARD FROM WETTING AND REPLACE ALL MATERIALS THAT ARE DAMAGED. 93 BASE: A) MATERIALS: 1) VINYL COVE BASE SHALL BE BY 'ARMSTRONG' 4' HIGH. a) INSTALL IN CONTINUOUS LENGTHS. b) COLOR t0 BE "V4860 JET BLACK 9.4 PAINTING: A) GENERAL: 1) INCLUDE SURFACE PREPARATION AND FIELD APPLICATION OF ALL PAINTS AND COATINGS. 2) ALL PAINT FINIS+4ES SHALL CONFORM TO ALL APPLICABLE CODES FOR FLAME/SMOKE RATING REQUIREMENTS. 3) ALL PAINT AND/OR OTHER FINISH MATERIALS ARE t0 BE APPLIED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S DIRECTIONS. B) MATERIALS: 1) SHERWIN WILLIAMS, SEE FINISH LEGEND C) INSTALLATION: 1) ALL DRYWALL SHALL BE FREE OF SANDING DUST AND JOINT TREATMENT CEMENT AND BE THOROUGHLY DRY. 2) THE PAINTING SUBCONTRACTOR IS TO INSTALL ANY ADDITIONAL COATS REQUIRED, WHEN THE UNDERCOATS, STAINS OR OTHER CONDITIONS, SHOW THROUGH FINAL PAINT COAT. 3) ALL SURFACES BEHIND PERMANENTLY FIXED EQUIPMENT SHALL RECEIVE A PRIME COAT ONLY AND ALL PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SHALL RECEIVE THE SAME FINAL COATS AS OTHER SIMILAR EXPOSED SURFACES. 4) ALL GYPSUM DRYWALL CEILINGS AND WALLS TO RECEIVE 2 COATS OF SHERWIN WILLIAMS, AT A MINIMUM. 5) ALL EXPOSED WOOD AND METAL TO BE PRIMED AND FINISHED WITH TWO COATS PER FINISH SCHEDULE. 6) PRIME COAT IS TO BE APPLIED t0 ALL MATERIALS WHICH ARE REQUIRED t0 BE PAINTED OR FINISHED. 1) REMOVE ALL PAINT DRIPS, ETC., FROM ADJACENT SURFACES AND CLEAN ALL SURFACES. 95 FLA5HPATCHING: A) SMOOTH EXISTING FLOOR WHERE REQUIRED TO PROVIDE A UNIFORM AND LEVEL SURFACE FOR FINISH FLOOR MATERIALS. DIVISION 10 - SPECIALTIES: 10.1 SIGNS: A) GENERAL: (l) THE 51GNAGE WILL BE THE RESPONSIBILITY OF THE TENANT'S SIGN CONTRACTOR, INCLUDING FABRICATION, LANDLORD AND BUILDING DEPARTMENT APPROVAL, AND COORDINATION OF INSTALLATION WITH GENERAL CONTRACTOR'S SIGN INSTALLER- 2) NSTALLER2) THE SIGN SUBCONTRACTOR SHALL INCLUDE ALL WORK ON THE STOREFRONT SIGN, WINDOWS AND INTERIOR (IF APPLICABLE). 3) THE ART WORK FOR THE SIGNAGE AND GLAZING LOGO TO BE FURNISHED BY THE CLIENT AND SHOP DRAWINGS PREPARED BY THE SIGN SUB- CONTRACTOR FOR BOTH CLIENT, LANDLORD AND BLDG. DEPT. APPROVAL. 4) THE SIGN SUBCONTRACTOR TO FURNISH AND INSTALL ALL SILKSCREEN OR WORK AND SHALL ENLARGE OR REDUCE ART WORK AS REQUIRED FOR THE LOCATION. B) INSTALLATION: 1) THE GENERAL CONTRACTOR 15 TO HAVE THE SIGN INSTALLED BY A LOCAL SIGN SUBCONTRACTOR UTILIZING TEMPLATES FURNISHED BY THE GENERAL CONTRACTOR 2) ALL SURFACES TO BE CLEAN AND FREE OF DIRT/GREASE BEFORE APPLICATION OF SIGNAGE INCLUDING SILK5CREENING AREAS APPLIED TO THE BACK OF GLASS AS SHOWN ON PLANS AND SPECIFICATIONS. ALL WORK TO BE THE BEST QUALITY WITH ALL LINES CLEAN AND SHARP AND SET IN PLACE SQUARE, PLUMB AND TRUE. 102 EXTINGUISHERS: A) GENERAL: 1) THE GENERAL CONTRACTOR 15 TO CONTACT THE LOCAL FIRE MARSHALL AND VERIFY THE NUMBER OF FIRE EXTINGUISHERS REQUIRED DURING CONSTRUCTION AS WELL AS DURING STORE OPERATION, AND TO COORDINATE LOCATION WITH FB CPM FOR MOUNTING, BUT IN NO CASE TO ALLOW LE -55 THAN THREE (3) FIRE EXTINGUISHERS TO BE INSTALLED. B) MATERIALS: U FIRE EXTINGUISHERS FURNISHED ARE TO BE COSMIC 5E, 2AI05C DRY CHEMICAL BY 'JL. INDUSTRIES', BLOOMINGTON, MN (60835-6850 (OR APPROVED EQUAL). 2) THE WALL BRACKETS FOR MOUNTING THE EXTINGUISHERS t0 BE MODEL NO. MB 818. 103 TOILET ACCESSORIES: A) GENERAL: 1) INSTALL ALL ACCESSORIES TO COMPLY WITH GOVERNING CODES. B) MATERIALS: U ACCESSORIES SHALL BE SUPPLIED AS MANUFACTURED BY 'BOBRICK' a) SUBMITTING TO BE APPROVED. I) TOILET PAPER DISPENSER: SGA-56TR ii) FIXED MIRRORS * 8165-2436 AS REQ'D. BY BARRIER FREE CODE. 111) GRAB BARS. 5-580(o SERIES WITH ANCHOR PLATES TO WITHSTAND 250 LB. PRESSURE, VERTICAL 4 HORIZONTAL. SEE DRAWING FOR LOCATION AND DIMENSIONS. 10.4 FIXTURES, HARDWARE 4 ACCESSORIES: A) GENERAL: 1) CUSTOM WALL SYSTEM, MELAMINE PANELS AND CHANNELS, CUSTOM WALL HARDWARE, FREESTANDING FIXTURES, DISPLAY FIXTURES, AND RECESSED STANDARDS ARE PROVIDED BY THE FIVE BELOW AND INSTALLED BY GENERAL CONTRACTOR SURFACE MOUNTED STANDARDS, BRACKETS AND SHELVING IN TOILET AND STORAGE AREAS ARE PROVIDED BY FIVE BELOW 4 INSTALLED BY GENERAL CONTRACTOR 2) INSTALLATION OF HARDWARE AND FIXTURES BY GENERAL CONTRACTOR AT THE DIRECTION OF THE FIVE BELOW B) MATERIALS: 1) SALES AREA: a) PROVIDE AND INSTALL SUPPORTING STUDS. 2) STORAGE (AT TOILET AND ABOVE MANAGERS DESK): a) SURFACE MOUNTED STANDARD b) BRACKETS SIZED PER NOTED SHELF SIZE c) PROVIDE AND INSTALL HORIZONTAL SUPPORT FRAMING AS REQUIRED. C) INSTALLATION: 1) USE ONLY CONCEALED FASTENERS WHENEVER POSSIBLE. 2) INSTALL EXPOSED MOUNTING DEVICES AND FASTENERS TO MATCH THE ACCESSORIES. 3) PROVIDE ALL ANCHORS, BOLTS AND OTHER NECESSARY AND REQUIRED FASTENERS, AND ATTACH STANDARDS SECURELY TO WALL AND PARTITIONS IN LOCATIONS AS INDICATED ON PLANS AND SPECIFICATIONS. COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS FOR EACH TYPE OF SUBSTRATE CONSTRUCTION. DIVISION II - EQUIPMENT 11.1 MUSIC EQUIPMENT: A) MATERIALS: 1) SPEAKER SYSTEM BY TENANT'5 AUDIO CONTRACTOR 2) VENDOR TO PROVIDE CONDUIT FOR SPEAKER WIRE FROM AMPLIFIER TO VOLUME CONTROL SWITCH LOCATION, OUTLET BOX FOR SPEAKER WIRE At RECEIVER, DOUBLE DEEP GANG BOX FOR MUSIC VOLUME CONTROL SWITCH. B) INSTALLATION: 1) ALL MATERIALS TO BE SUPPLIED AND INSTALLED BY VENDOR AS INDICATED ON PLANS AND SPECIFICATIONS. 112 SECURITY SYSTEM / IN FLOOR SENSOR / ANNUNCIATOR SYSTEM: A) MATERIALS: 1) SUPPLIED BY 'FIVE BELOW' AND INSTALLED BY VENDOR 2) SECURITY SYSTEM BY SENSORMATIC • 1-800-241-6678 B)INSTALLATION: 1) INSTALL PER MANUFACTURE'S INSTRUCTIONS 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record CASCO PROFESSIONAL SERVICES LLC LICENSE#AA26062342�EXP. DATE: 02/28/19 JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALI. BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER GENERAL SPECIFICATIONS GN1m1 G F l 4 —J II ii��`II II y �I II I I 1 I ij I II II II II I it I I _____ I� I I II I -1 In 9, �i ------------7 1 154'-2J ' O LEASE L Q Q OA ------------------------------------I--------------------------------------------------I----------------------' 8.2 � DEMOLITION PLAN SCALE: 3116' : I' -m- O LEASE LINE - V.I.F. O EXISTING STOREFRONT SYSTEM AND DOORS TO REMAIN. PREP. FOR NEW HARDWARE AS REQUIRED - TO BE SUPPLIED AND INSTALLED BY L.L. DEMOLISH ALL RESTROOM FIXTURES AND ACCESSORIES COMPLETE. 12 CAP ALL UNUSED STUB -UPS (o" BELOW GONG. FLOOR. PATCH AND SEE SHEET A5.0 FOR ADDITIONAL INFO. REPAIR CONCRETE SLAB AS REQUIRED FOR SMOOTH 4 FLUSH FLOOR TRANSITION., BY L.L. 0 (E) DEMISING WALLS TO REMAIN. L.L. TO REMOVE ALL FINISHES, PATCH 4 REPAIR GYP. AS REQ'D., MATCH EXISTING 13 REMOVE DRINKING FOUNTAIN, CAP LINES AND PREP AREA FOR NEW, BY L.L. 0 (E) PARTITION WALLS / DOORS TO BE REMOVED BY L.L. 0 EXISTING HOLLOW METAL DOOR TO BE REMOVED. PREP TO RECEIVE NEW FINISHES. BY L.L. ALL EX151TING DUCT TO BE REMOVED THROUGHOUT SEE MECHANICAL SHEETS FOR DETAILS. OO(E) COLUMNS TO REMAIN. PREP FOR NEW FINISH, CLEAN EXISTING STEEL OF ALL DEBRIS, BY L.L. L.L. TO REMOVE ALL EX'G FLOOR FINISHES 4 CLEAN EXIST. GONG. SLAB "LIKE Os TO A NEW" CONDITION AND PREP FLOORING FOR NEW FINISH. SEE A1.0 FOR MORE INFO. 0 REMOVE EXISTING LIGHT FIXTURES THROUGH -OUT. PREP FOR NEW DESIGN, BY L.L. lm (E) MASONRY WALL TO BE REMOVED TO ACCOMMODATE NEW OPENING. PATCH AND REPAIR AS REQUIRED. PREP AREA PER NEW DESIGN, BY L.L. (DEX15TING ELECTRICAL TO BE REMOVED. SEE ELECTRIC DRAWINGS FOR MORE INFO. 2 pEMOLITION KAY NOTES L.L. SHALL DO ALL THE REMOVAL WORK REQ'D. TO INSTALL NEW WORK AS SHOWN OR OTHERWISE INDICATED IN THIS SET OF CONSTRUCTION DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: I. REMOVE NON -LOAD BEARING WALLS (C.M.U. 4 GYP. B.D.) DOORS AND FRAMES, ENCLOSURES AND ALL OTHER ITEMS INDICATED TO BE REMOVED ON THIS PLAN. 2. REMOVE ALL SHELVING AND STORAGE FIXTURES LEFT FROM PREVIOUS TENANT. 3. REMOVE ALL EXIST FINISHES, CHAIR RAILS, GRAPHICS, ETC. AND PREP FOR NEW FINISHES. 4. PATCH AND/ OR REPAIR FLOOR, CEILING, AND/OR WALL SURFACES WHERE EXIST. TO REMAIN, REMOVALS ARE MADE AND PREPARE TO RECEIVE NEW FINISHES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAY ALL FEES AS PART OF THE SCOPE OF WORK FOR THIS PROJECT. (o. CONTRACTOR MUST PLAN, SCHEDULE, AND COORDINATE ALL REMOVALS (AND NEW WORK) TO AVOID INTERRUPTION OF SERVICES, ELEC., HVAC, PLUMBING, AND FIRE PROTECTION. 1. INSTALL TEMPORARY STOREFRONT BARRICADE IF REQ'D. (PER LANDLORDS REQUIREMENTS) PATCH AND REPAIR FASCIA AS REQ'D. TO MATCH ADJ. FINISH, S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE SCOPE OF WORK FOR THIS PROJECT. G.C. SHALL REPORT ANY PROBLEMS AND/OR DISCREPANCIES TO ARCHITECT AND TENANT PRIOR TO START OF WOW - 9 - ORK_9. REFER TO ELEC., MECH., AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES ON ELEC. 4 MECH. REMOVALS, MODIFICATIONS, AND PHASING. lm. IF DOOR NOT INFILLED REMOVE ALL HARDWARE, TACK WELD SHUT AND SEALED WEATHER TIGHT. DEMOLITION NOTES 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS/ENGINEERS Professional of Record CASCQ,.?R� ES 10 ERVICES LLC LICENSE #AA 34 E .ATE: 02/28/19 CID U O Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DATE I REVISION PROJECT NAME / LOCATION MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALI. BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT N0. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER DEMOLITION PLAN D1.0 I I (N) ELECTRICAL PANELS 4 ASSOCIATED EQUIPMENT t0 BE PROV. 4 INST. BY L.L. AS TIGHT AS POSSIBLE . SEE MEP FOR DETAILS. I ail N a I MANAGERS OFFICE Y L.L. IH115-111❑�� 1 P3 --C3 SEE DTL. 5/A5.0 c 4'X4' BACKER BOARD BEHIND 2' CONDUIT AND 4 MUSIC EQUIPMENT RACK PAINTED WHITE. SEE 9/A!0 FOR MORE INFO. A � ill 0 I 9 aB ao i Ab na A —13 LEASE LINE I (N) COMERGUARD, PROV. 4 _ _ r INST. BY T:G.C. II II 4; I II L a� I II I II _ _ II it WON -]- 0104 ® o m © mxm L000 lid 36'-1' SECONDARY STOCKROOM BY L.L. F3 B1 P3 P1 Cl ON DECK 21'-4' (E) COLUMNS t0 REMAIN. PAINT COLUMN P-2 WITH A 4' PAINTED BLACK BASE AT BOTTOM , BY L.L. 21'-10' STOCKROOM BY L.L. H lidHHH1 ON DECK P3 BY T.G.C. \1 V-6%4' I (N) CORNER lO e LOCATION OF TACTILE EXIT GUARD, PROV. 4 i SIGN. SEE ACCESSIBILITY INST. BY Tfx.C. I SIGNAGE ON SHEET A4.1 COMER FILLER SEE 6/A5.0 FOR 3 ,tea c CONST. DTLS., TYP. BY T.G.C. EXACT DIMENSIONS TO BE DETERMINED BY TG.0 AFTER LOZIER WALL SECTIONS P3 r INSTALLED, TYP. I A I E ANAGENT TENANT 15V-05' LEASE LINE TO LEASE LINE (V.IF) 115'-44, LEASE LINE v I I SALES AREA Fl B1 P3 F -I Gl BY L.L. ON DECK NOTE: L.L. TO PATCH AND REPAIR ANY AREAS OF EXISTING i SLAB AS REQ'D TO PROVIDE A SMOOTH/FLUSH SURFACE FOR NEW FINISH I I (E) COLUMNS TO REMAIN. PAINT COLUMN P-2 WITH A 4' PAINTED BLACK BASE AT BOTTOM , BY L.L. (E) COLUMNS TO REMAIN. PAINT COLUMN P-2 WITH A 4' 1 PAINTED BLACK BASE AT BOTTOM, BY LL. I NOTE: NO DIFFERENCE IN FLOOR ELEVATION. TRANSITION TO BE FLUSH BY LANDLORD. I I I I I 119'-8% 154'-21' I ADJAGENT TENANT LEASE LINE BYP3 TLx.C. 4 I I ' I I I' I I 1 I� I I I i I I I N �) I I I LEASE LINE I I I I I I. I CiI,. I O EXISTING u� I I STOREFRONT I I SYSTEM TO REMAIN. Lu 4 I I t ul I I I� I I I z I I I (E) DOOR TO REMAIN u - I I 0o I I Z O ,v LOCATION OF TACTILE EXIT I ui Q [1 SIGN. SEE ACCESSIBILITYI ' I L.L. TO SUPPLY A LOCK` Q p� SIGNAGE ON SHEET A4.1 i I I BOX CODED TO 11911' W/ r O o_ I KEYS FOR ACCESS UNTIL ,— i I STORE BEGINS z —1 — MERCHANDISINGLu �1 J � I I I I LEASE LINE lz I I `n I CART BUMPER RAIL PAINTED WHITE w I I W/ AZEK FINISH TO MATCH WALLS. n j PLACED TOP OF STOREFRONT MULLION. ci3 I I I 1 I �---I LEASE LINE I' I II I I I ' I I ' I RE -SKINNED CANOPY PROV. 4 INST. BY L.L. COLOR TO MATCH SUNBRELLA ROYAL BLUE I I I I 1 FL OO / F N,5�4 FLAN SCALE: 3/16' = I' -0 - EXISTING DEMISING WALLS, PATCH, REPAIR AND ADD GYP. BD. TO DECK ABOVE AS REQ'D. (BY L.L.) AI EXISTING CMU DEMISING WALLS W/ FURRING. PATCH, REPAIR AND ADD GYP. BD. TO DECK ABOVE AS REQ'D. (BY LL.) NEW DEMISING WALL INFILL PROVIDED BY LL. WITH 5/8' TYPE 'X' GYP. BD. OVER 6' MTL. STUD, 16' O.G. MATCH EXISTING ADJACENT WALL. 5/8' TYPE 'X' GYP. BD. OVER 3 5/8' MTL. STUDS • 16' O.C. GYP. BD. FROM SLAB TO DECK ABOVE (FIRE CAULK AND SEAL IF REQT)) BY L.L. NEW INFILL WALL WITH 5/8' GYP. BD (INTERIOR SIDE) OVER 15/8' MTL. �— STUDS 0 16' O.G. FROM FLOOR TO TOP OF OPENING AND CMU (XETERIOR) TO MATCH EXISTING ADJACENT WALL. ALIGN WITH ADJACENT SUWACES., BY Ll. <g>— NEW WALL WITH 5/8' TYPE 'X' GYP. BD. OVER 3 5/8' MTL. STUDS 0 16' O.G. FROM FLOOR TO V-0' AFF. SUPPLY 4 INSTALL 8J16 JOISTS a 16' O.C. W/ 3/4' PLYWOOD ON DECK SEE DETAIL 12/A5.0 SIM FOR DECK/ WALL CONNECTION., BY L L. I NOTE: Al I NEIII IllAI I A AWnlll n WAv;= A AMnr1tL1 CIMIc,U MAXIMUM ALLOWABLE CLEAR SPAN HEIGHT IN FEET (L/240) DISCRIPTION / MATERIAL NON-BEARING DRYWALL STEEL STUDS, TRACK AND / FINISH ACCESSORIES BY DIETRICH BUILDING SYSTEMS ICC ESR -2451 FLOORING / BASE FINISH PROVIDE SLIP TRACK AT ALL NEW FULL HEIGHT WALLS TO 48' MM 21 TRUNCATED DOME TACTILE WANING SURFACE STREET STRUCTURAL ELEMENTS ABOVE. CONFIGURE TO PROVIDE I X' CONCRETE OVER ALLOWABLE MOVEMENT. SALES AREA STUD SIZE 4 GUAGE 12' O/C 16' O/C 24' O/C 15/6' x 3 5/8' x 25 GA 14'-8' 13'-4' 11'-8' 15/8' x 3 5/8' x 20 GA IS' -I' 161-6' 14'-4' 1 5/8' x 6' x 20 GA 21'-1' 24'-1' 21'-6' 15/8' x 3 5/8' x 18 GA 21'-0' 19'-1' 16'-8' 15/8' x 6' x IS GA 31'-2' 28'-4' F3 2 I UJALL LEG:ENID FINISH DISCRIPTION / MATERIAL MANUFACTURERSPEC / FINISH COLOR " FLOORING / BASE FINISH 2. T.G.C. TO VERIFY 4 COORDINATE W/ FIVE BELOW REP. THAT ANY • ALL L.L. SUPPLIED ITEMS ARE INSTALLED TO FIVE BELOWS APPROVAL. 3. Tf3.C. TO VERIFY ALL HVAC 4 ELEC. EQUIPMENT PROVIDED BY L.L. IS PER PLANS, URO. 48' MM 21 TRUNCATED DOME TACTILE WANING SURFACE STREET 1:12 MAX SLOPE CONCRETE OVER QUESTMARK CONC. SALES AREA 0 0 0 0 0 0 ❑POLISHED FI ATTACHED (E) CONCRETE SLAB POLISHING SYSTEM CORRIDOR AREA N/A 1. ALL PAINT USED IN FIVE BELOW MUST BE FROM SHERWIN WILLIAMS AND MATCH THE I 2 ALIGN JOISTS WITH 12' x 12' x 1/8' VCT ARMSTRONG FIELD GRAY / 5515 51,321 STUDS BELOW. CONTRACTOR'S EXPENSE. EXISTING :..: 5-515 ADHESIVE DEMISING 1:10 F3 WALL POLISHED CONCRETE OVER QUESTMARK CONC. STOCK ROOM AREA N/A PERMITTED. IF CHANGES OR SUBSTITUTIONS ARE MADE, THEY ARE AT THE � OVER 3 5/8' MTL. (E) CONCRETE SLAB POLISHING SYSTEM 5/8' GYP. BD. AT EACH SIDEWALK F4 W4EN X548', FLARED SIDES SLOPE = 1:12 MAX CURB RAMP WITH FLARED SIDES 18' x 18' x 1/8' LUXURY VINYL TILE (LVT) TANDUS CENTIVA CONTOUR SOAPSTONE 00112 x 825'x 1/16' INLAID ARMSTRONG WHITE CLIFFS 15 CL�T EDE7AILS SGALE: 3/8' = 1'-,a' ❑V SHEET VINYL FLOORING DECO ART - CORLON 5-543 ADHESIVE 88102 2. ALL EXISTING OUTLETS t0 REMAIN. x 12' x 5/16'CERAMIC TILE TILE - DELTILE TILE - VANILLA X ❑12' F6 1/4' GROUT JOINTS GROUT - MAPEI GROUT - ALABASTER QH23 (1) Bl 4' VINYL BASE ARMSTRONG JET BLACK V4860 CEILING FINISH PROV. 4 INST. BY CI MTL/WOOD DECK - OPEN TO SHERWIN WILLIAMS WATERBORNE DRYFALL SW -1005 BASE SPEC JOISTS ABOVE - NO HUNG CLG LOW VOC - FLAT SHEEN DECK FINISH CEILING SPEC ADJOINING SLOPE NOT TO EXCEED 1:20 24' x 48' ACOUSTIC CEILING C2 SYSTEM ARMSTRONG CORTEGA 141 C3 GYPSUM BOARD CEILING SHERWIN WILLIAMS PROMAR 200 ZERO VOC 5W-1005 LEVEL 5 FINISH SEMI GLOSS SHEEN WALL FINISH PI PURE WHITE PAINT SHERWIN WILLIAMS WATERBORNE DRYFALL SW -1005 LOW VOC - FLAT SHEEN [P2] PURE WHITE PAINT SHERWIN WILLIAMS PROMAR 200 ZERO VOC SW -1005 SEMI -GLOSS SHEEN P3 H PURE WHITE PAINT SHERWIN WILLIAMS PROMAR 200 ZERO VOC SW -1005 EGG -SHELL SHEEN ® PEBBLED EMBOSSED TEXTURE GLA55ORD FIBERGALSS REINFORCED W141TE-85 WHITE COLOR PLASTIC -MOISTURE RESTS HWALLPAPER H VISION INTEGRATED CUSTOM N/A GRAPHICS STOREFRONT FINISH EIFS SYSTEM DRYVIT 'FIVE BELOW' BLUE ❑STOREFRONT SFl 1' MIN, DEPTH OUTSULATION PLUS MD SIGNAGE EIFS FIRE -0110215 STOREFRONT EIFS SYSTEM DRYVIT 'OYSTER SHELL' 2' MIN. DEPTH OUTSULATION PLUS MD PRIMARY FACADE 456 EIFS 2'x4'FRAME 4 DRYVIT 'CHINA WHITE' ❑STOREFRONT SF3 1' MIN. EIFS CORNICE OUTSULATION PLUS MD FRAME AROUND BLUE 310 EIFS SYSTEM DRYVIT 'AMARILLO WHITE' ❑STOREFRONT SF4 2' MIN. DEPTH OUTSULATION PLUS MD PILASTERS 113 12'x 12'x 1/4' STOREFRONT CRO55VILLE INC CROSS COLOR SOLIDS 8580 PORCELAIN BLUE TILE OCEANA SF6 STOREFRONT BRAKE METAL ALPOLIC OR SIM. FIVE BELOW BLUE MBU BLUE HHSTOREFRONT BRAKE METAL ALPOLIC OR SIM. BRUSHED CLEAR N/A 7 BASE CLADDING ANODIZED 3 IFINI,5�IEe LEG;EN[D/ NOTE NOTES: 3/4' FRT PLYWOOD REQUIRED AT I. L.L. TO PROVIDE ALL INTERIOR PARTITIONS, DOORS, LIGHTS, ETC., U.N.O. EACH JOIST. JOISTS a 16' O.C. 2. T.G.C. TO VERIFY 4 COORDINATE W/ FIVE BELOW REP. THAT ANY • ALL L.L. SUPPLIED ITEMS ARE INSTALLED TO FIVE BELOWS APPROVAL. 3. Tf3.C. TO VERIFY ALL HVAC 4 ELEC. EQUIPMENT PROVIDED BY L.L. IS PER PLANS, URO. 48' MM 21 TRUNCATED DOME TACTILE WANING SURFACE STREET 1:12 MAX SLOPE 0 0 0 0 0 0 ABOVE TOILET 0 0 0 0 0 0 CORRIDOR ATTACHED REQUIRED At 0 0 0 0 0 0 000000 0 0 0 0 0 0 0 WITH (2)-"12 NOTES; 1. ALL PAINT USED IN FIVE BELOW MUST BE FROM SHERWIN WILLIAMS AND MATCH THE 0 0 0 0 0 0 0 o 0 0 0 0 0 0 ALIGN JOISTS WITH FIVE BELOW'S PROCESS AND RECOMMENDED PRIMER SPECIFICATION. ANY AT EACH DEVIATION, WILL REQUIRE A REDOING TO MATCH SPECIFICATIONS AT T.G.C. STUDS BELOW. CONTRACTOR'S EXPENSE. EXISTING :..: 2. PROVIDE COLOR SWATCHES ON SITE TO ENSURE THAT THE PAINT THAT IS DEMISING 1:10 PURCHASED MATCHES THE COLORS. WALL CEILING IL ING'Y 3. THE SPECIFICATION IS MANDATORY AND NO SUBSTITUTIONS OR CHANGES ARE 5/8' GYP. BD. HEIGHT PERMITTED. IF CHANGES OR SUBSTITUTIONS ARE MADE, THEY ARE AT THE � OVER 3 5/8' MTL. CONTRACTORS RISK 5/8' GYP. BD. AT EACH SIDEWALK OVER 3 5/8' MTL. W4EN X548', FLARED SIDES SLOPE = 1:12 MAX CURB RAMP WITH FLARED SIDES STUDS (16 GAUGE) FINISH NOTES: I. SEE 1/AID FOR ALL SALES AREA PAINT LOCATIONS 2. ALL PAINT IS SHERWIN WILLIAMS. NO SUBSTITUTIONS WILL BE ACCEPTED. 3. CONTACT SHERWIN WILLIAMS FOR PAINT SPECS 4 CUSTOM COLOR FORMULAS. NOTES: 15 CL�T EDE7AILS SGALE: 3/8' = 1'-,a' 1. PATCH AND REPAIR ALL WALLS AS NEEDED TO BE READY FOR PAINT. 2. ALL EXISTING OUTLETS t0 REMAIN. 3. ALL ITEMS ON DECK TO BE PAINTED P-1. X Y CURB BEYOND STREET. LOCATION PROV. 4 INST. BY FLOOR FINISH BASE SPEC WALL FINISH DECK FINISH CEILING SPEC ADJOINING SLOPE NOT TO EXCEED 1:20 = SLOPE Y:XWHERE X IS LEVEL PLANE 1:12 MAX SLOPE WEB STIFFENER 3/4' FRT PLYWOOD REQUIRED AT OVER 8J16 MTL EACH JOIST. JOISTS a 16' O.C. ALIGN JOISTS WITH STUDS ABOVE TOILET JOISTS s 16' O.C. ROOMS 4 ABOVE TOILET WEB STIFFENER CORRIDOR ATTACHED REQUIRED At CORRIDOR WITH (2)-"12 ALIGN JOISTS WITH TEK SCREWS ALIGN JOISTS WITH STUDS BELOW. AT EACH CEILING STUDS BELOW. :......... v . EXISTING :..: 93�'-0��� DEMISING 0 t HEIGHT WALL CEILING IL ING'Y ATTACHED 0 5/8' GYP. BD. HEIGHT WITH (2)-�12 TEK SCREWS OVER 3 5/8' MTL. TEK SCREWS 0 5/8' GYP. BD. AT EACH OVER 3 5/8' MTL. STUD. STUDS (16 GAUGE) DECSGINr-:; DTL.SCALE: 1' - 1'-10' 3/4' FRT PLYWOOD OVER 8JI6 WEB STIFFENER 3/4' FRT PLYWOOD REQUIRED AT OVER 806 MTL ALIGN JOISTS WITH STUDS EACH JOIST. JOISTS s 16' O.C. Ix4 TRIM ABOVE TOILET WEB STIFFENER ROOMS 4 ATTACHED REQUIRED At CORRIDOR WITH (2)-"12 ALIGN JOISTS WITH TEK SCREWS STUDS BELOW. AT EACH CEILING STUD. EXISTING HEIGHT (11 ON DEMISING 0 t HEIGHT WALL WITH (2)-"12 5/8' GYP. BD. 0 5/8' GYP. BD. TEK SCREWS OVER 3 5/8' MTL. OVER 3 5/8' AT EACH MTL. STUDS 06 GAUGE) DECSGINr-:; DTL.SCALE: 1' - 1'-10' 3/4' FRT PLYWOOD OVER 8JI6 MTL JOISTS 0 16' O.G. ABOVE TOILET ROOMS 4 CONDOR ALIGN JOISTS WITH STUDS BELOW. Ix4 TRIM WEB STIFFENER REQUIRED At EACH JOIST. OL CEILING HEIGHT 0 ATTACHED WITH (2)-"12 5/8' GYP. BD. TEK SCREWS OVER 3 5/8' MTL. AT EACH STUDS (16 GAUGE) STUD. F.N5H D 5 (GNAT I ON5 CIS CLIT 5 CT I ON sGALE: 3/6' =1'-0' DECKING DTL.SGALE: V = 1'-0' Z)EC,<Nr-z DTLSCALE: 1' = 1'-0' i 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record C AL ERVICES LLC L NSE, # , 2�0. 34 DATE: 02/28/19 m I N ,5 N U 0 Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DATE I REVISION PROJECT NAME / LOCATION f lm%* BELOW MARKETPLACE AT SENINOLE TONNE CENTER 1771 WP eul eLvo sANFoRn, FL azm PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER FINISH PLAN A1.0 SPORTS SHOP (11) PLAY SHOP (5) TjG.C. TO INSTALL SPORTS BARRELS AS 6 SECURITY MIRRORS, TYP. OF 3, F SHOWN ON All REMAINING BARRELS TO (l) IN EACH CORNER EXCEPT BE PLACED BY FB REP. NEAR CASHWRAP, SEE 6/F1.0 T.G.C. TO RECEIVE ADDITIONAL CENTER FOR MOUNTING DETAIL RAILS FOR BRACING. COORD. WITH LOZIER AND FB. GPM FOR INSTALLATION I I 1531-63/8, LEASE LINE TO LEASE LINE (v -IF-) CREATE SHOP (5) PARTY SHOP (8) E ADJ GENT TENANT T.G.C. TO RECEIVE ADDITIONAL BRACING. ILLUMINATED HANGING 'CANDY' COORDINATE WITH LOZIERS. 4 FB GPM FOR SIGN REFER TO THE A2.0 4 E2.0 INSTALLATION FOR ADDITIONAL INFO. V/I /SEL/�/�xI A T.G.C. TO PROV. 4 INST. (VO PVC PIPING___ W/ A SCREW CAP ON TOP. AFFIXED t0 ,--------------------------------------------------------------- ------ PLYWOOD PANEL. PLACE LATEST SETS OF PLANS ONCE JOB HAS BEEN COMPLETED I It 7 I PAINTED 'SAFETY YELLOW' ON FLOOR TO PROVIDE HILTI FASTENING STOCK I I SHOW ELECTRICAL CLEARANCES AS NOTE: WALL FIXTURE FASTENING DETAILS %m NOTE: I IREQUIRED PER LOCAL JURISDICTION. LARGE CART CORRAL W/ LARGE F.B. TO PROV. TiS.C. TO ASSEMBLE/ INSTALL HAND TRUCK BY FIVE BELOW AND INSTALLED BY T.G.C. KEY CABINET SUPPLIED BY FB INST, SPACING PER MANUFACTURING SPECS ON SHEET F2.0 I III ,41'W I X ICOKE, VITAMIN, AND OR POWERADE COOLERS, PROV.. 4 PR4 INSTALLED BY F5 VENDOR LF -II 24- X 48' BAKER'S RACK LF -25A BY T.G.C. ABOVE LIGHT SWITCH _ PF -10 FF -10A PF -105 SEE DTL. B/AI.I 4 SHEETS F2.0 4 F2.1 T.G.C. TO CLEAN SILICONE ON COOLER tL �- FOR PERIMETER SHELVING CASHWRAP m COUNTERTOP SEAMS JOINTS. 41"0' I POSTER FIXTURE PROV. BY FB VENDOR INST. BY T6.C. ASSEMBLY INSTRUCTIONS 36'W x I6'0 (19' OVERALL) x 120'H PERIMETER GONDOLA COOLER 15'W X 16'D RED BULL COOLER,R PROV. 4 INSTALLED BY VENDOR ' ' 1 I ANTI FATIGUE MAT PROVIDED BY MANUR A55EM5Y INSTRUCTIONSIf I UMBRELLA FIXTURE. PROV. BY F.B. 4 T.G.C. TO ASSEMBLE 4 INSTALL PF -10B 36'W x 16'D (19' OVERALL) x 96'H PERIMETER GONDOLA WITH ANGLED TRANSITION BASE I I , FIVE BELOW INSTALLED BY TGC. F-10 24'W x 13'D x 54'14 LINE QUEUE FIXTURE TLx.C. TO PLACE ADDITIONAL I FE 5 -1� � PF -13 a m I F-10 36'W x 13'D x 54'H LINE QUEUE FIXTURE BULLETIN 5D. PROV. BY FB INST. BY T.G.C. I - - - , � j - - LF-01CIm FIRST- AID KIT PROV. BY FB INST. BY DTLS. 4 ASSEM. PROV. BY FB INST. LF -105 (S) LF -10M (M) 15" 15'D - SMALL DRUM STOCKROOM AS SHOWN HERE Tjs.C. I � c- c I LF -01D ME MANAG. DESK SEE DTL. 9/A5.0. PROV. BY I ��_ 19'D - MEDIUM DRUM LF -31 (S) SMALL CARTS (QTY. 18 CARTS) FB INST. BY T.G.C. I LF -01E II LF -10 (L) LF -11 LF -12 Tj3.G. t0 PROV. 4 INST. 2x4 WOOD, 4'L, I' 'IL' LF -31 (L) LF -32 LARGE CARTS (QTY. 18 CARTS) -� CLIP BOARD HOLDER SEE PIC. ON 9/F10 30'W x 13-D (16' OVERALL) x 120'H PERIMETER GONDOLA LF -01F 30'W X 13'D BASE SHELVE X 60'14 DESK CHAIR BY FB 4 INST. BY TiG.C. ST -®I 82T-01 ST -01 ST -01 44' DELINEATED PATH OF EGRESS TO BE In x 1 T OVERALL) x 96'14 PERIMETER GONDOLA WITH ANGLL ED TRANSITION BASE LF -01G SAFE LF -22. SEE 9/A5.0 FOR LOCATION. I PROV. BY F5 INST. BY TjG.C. iI Bei -T -L WHEEL BARROWS PROV. BY F.B. 4 INST. BY TlG.C. LF -33 STANCHIONS. PROV. BY FB. INST. BY T.G.C. -------------J IKul L -- _ - - - -- --- - 3 POCKET WALL FILE HOLDERS I r c� t cSt 084'-0' u � a WHEEL BARROW BALL TOWER PROV. BY F.B. 4 INST. BY T.S.C. LF -34 LF -35A TorEs PLASTIC TOTES PROV. BY F5. INST. BY T.G.C. SUPP. BY FB INST. BY T G.C. ST -01A LF -02A ® 30'W x 13'D X 60'H PROVIDE HILTI FASTENING STOCK I I , NOTE: WALL FIXTURE FASTENING DETAILS %m NOTE: I TiS.C. MUST FOLLOW PROPER BLOCKING, FASTENING, 4 LARGE CART CORRAL W/ LARGE F.B. TO PROV. TiS.C. TO ASSEMBLE/ INSTALL HAND TRUCK BY FIVE BELOW AND INSTALLED BY T.G.C. KEY CABINET SUPPLIED BY FB INST, SPACING PER MANUFACTURING SPECS ON SHEET F2.0 COOLER ,41'W X ICOKE, VITAMIN, AND OR POWERADE COOLERS, PROV.. 4 PR4 INSTALLED BY F5 VENDOR SHOPPING CARTS 24- X 48' BAKER'S RACK LF -25A BY T.G.C. ABOVE LIGHT SWITCH _ PF -10 FF -10A PF -105 PF -10 T.G.C. TO CLEAN SILICONE ON COOLER '^ i �- 29'W X 26'D WATER COOLER, PROV. 4 INSTALLED BY VENDOR CASHWRAP m COUNTERTOP SEAMS JOINTS. 41"0' BAKERS RACKS REFER TO- POSTER FIXTURE PROV. BY FB VENDOR INST. BY T6.C. F-10 36'W x I6'0 (19' OVERALL) x 120'H PERIMETER GONDOLA COOLER 15'W X 16'D RED BULL COOLER,R PROV. 4 INSTALLED BY VENDOR ' ' 1 I ANTI FATIGUE MAT PROVIDED BY MANUR A55EM5Y INSTRUCTIONSIf I UMBRELLA FIXTURE. PROV. BY F.B. 4 T.G.C. TO ASSEMBLE 4 INSTALL PF -10B 36'W x 16'D (19' OVERALL) x 96'H PERIMETER GONDOLA WITH ANGLED TRANSITION BASE ; , FIVE BELOW INSTALLED BY TGC. F-10 24'W x 13'D x 54'14 LINE QUEUE FIXTURE TLx.C. TO PLACE ADDITIONAL I FE 5 -1� PF -13 PF -13A PF -13 a m J F-10 36'W x 13'D x 54'H LINE QUEUE FIXTURE SPORTS BARRELS IN - - - PF -13 - - LF-01CIm DTLS. 4 ASSEM. PROV. BY FB INST. LF -105 (S) LF -10M (M) 15" 15'D - SMALL DRUM STOCKROOM AS SHOWN HERE a � BY Tfs.C. I I c 48'W x 13'D (16' OVERALL) x 96'14 PERIMETER GONDOLA LF -01D ME 36'W X (2)13'D BASE SHELVES + 3' UPRIGHT (29 OVERALL) X 60'H ( INTERIOR) 19'D - MEDIUM DRUM LF -31 (S) SMALL CARTS (QTY. 18 CARTS) PF -15 30-W x 13'D (i( ' OVERALL) x 96'H PERIMETER GONDOLA LF -01E II LF -10 (L) LF -11 LF -12 0 24'D - LARGE DRUM LF -31 (L) LF -32 LARGE CARTS (QTY. 18 CARTS) PF -15A FF 155 ST -01 F-15 30'W x 13-D (16' OVERALL) x 120'H PERIMETER GONDOLA LF -01F 30'W X 13'D BASE SHELVE X 60'14 SPORTS BALL TOWER PROV. BY F.B. 4 INST. BY T.G.C. F-1 44' DELINEATED PATH OF EGRESS TO BE PF -15B x 1 T OVERALL) x 96'14 PERIMETER GONDOLA WITH ANGLL ED TRANSITION BASE LF -01G RM 30'W X 1'p BASE SHELVES X 60'14 -T -L WHEEL BARROWS PROV. BY F.B. 4 INST. BY TlG.C. LF -33 STANCHIONS. PROV. BY FB. INST. BY T.G.C. PAINTED 'SAFETY YELLOW' ON FLOOR ' I L -- _ - - - -- --- 36'W X 16'D X 60'H LF -12A LF -135 WHEEL BARROW BALL TOWER PROV. BY F.B. 4 INST. BY T.S.C. LF -34 LF -35A TorEs PLASTIC TOTES PROV. BY F5. INST. BY T.G.C. ST -01A ST -01A LF -02A ® 30'W x 13'D X 60'H 36' X 24' WIRE CAGES ® AMERICAN GREETING SPINNER PROV. 4 INST. BY F5 VENDOR ST -015 ST -04 ST -01B LF -02C LF-o2c WIRE ENDCAPS PROV. BY FB 4 INSTALLED BY TCG.C. LF -13C ® 28.5' X 345' WIRE CAGES - UNDER NESTING TABLE LF -36 STYLE CART (24' L X 41' W), PROV. 4 INST. BY F5 VENDOR 24' X 48' HOPPER BIN IS' X 62' STOCK ROOM U-BOAT LF -03 38'W X 28'D BULK ENDCAP LF -14 LF -148 LF -15 ONLY THESE FIXTURES TO GET (10) 38' X 38' FOUR WAY FIXTURE FF -03 FF -05 PF -03 48'W x 19'D (22' OVERALL) x 120'H TEE-SHIRT PERIMETER GONDOLA WITH 48'W x 22'D (25' OVERALL) BASE DECKAimR ST -05 ST -06 TRASH CAN "" LF -03A 0 38'W X 22'D WIDE FREESTANDING ENDCAP SHELVES FOR DRINKS. SEE ELEV. 8 / A50 ------ =_ -STOCK PF -05 48'W x 19'D (22' OVERALL) x %'H PERIMETER GONDOLA ROLLING BAKER RACKS LF -03C r 38' WIDE 4 4'D PEGGED ENDCAP JEWELRY SPINNER PROV. BY F.B. 4 INST, BY TjGC. PF -05A PF -05A 48'W x 19'D (22' OVERALL) x 120'14 PERIMETER GONDOLA 0 CAN: PUPS -32-24' DIA. x30'14 LID: PUPRBR-3208- 24' DIAx13'H. BLACK COLOR FOR BOTH LF -03D 30' WIDE 4 4'D PEGGED ENDCAP LF -155 w RACK FIXTURES. PROV. 4 INST. BY F5 VENDOR STOCKSHELVING SEE ELEVATION 6/A5.0 PF -05B � WITH WITH x 19'D l22' OVERALL) x 9614 PERIMETER GONDOLA ANGLED TRANSITION BASE - - - LF -03E ® 30'W X 28'D BULK ENDCAP LF -155® LF -11 ST -01 ST -01 ST -01 ST -01 ST -01 ST 010 36'W x 19') (22' OVERALL) x %'H PERIMETER GONDOLA LF -045 0 LF -01 T.G.C. TO BRACE STOCK SHELVING ' "" '"' SUNGLA55 FIXTURES PROv. BY F5 INST. BY T.G.G. FF -06A 36'W x 19'D (22' OVERALL) x 120'H PERIMETER GONDOLA LF -04F TO WALL. SEE NOTE "6 THIS SHEET I LF -20 LF -20 v -------------- PF -066 36'W x VD (22' OVERALL) x %'H PERIMETER GONDOLA WITH ANGLED TRANSITION BASE - - - - LF -04G NEW MOP SINK BY L.L. ' O -9 LF -21 �I PF -09 PF -09 48'W x 16'D (19' OVERALL) x %'14 PERIMETER GONDOLA r I 53' DIA DIVA NAIL TOWER TABLE LF -22 LF -24 I I II I PF -09A 48'W x 16'0 (19' OVERALL) x 120'H PERIMETER GONDOLA LF -04J BROOM HOLDER, SUPPL. 11'X 38 1/2' NESTING TABLE LF -24 BOOK PLATFORMS 48'L X IS'D X 5'H PF -098 48'W x 167) (19' OVERALL) x %'H PERIMETER GONDOLA WITH ANGLED TRANSITION BASE - BY F5, INST. BY T.G.C. ' LF -248 EDUCATIONAL FIXTURE 21-L X IV[) X 30'14 ' ® LF -01 ;a ;a 131 I LI I I I I _ I L ITj i a o -" I BALLS Ff-05 I PF-la*J f3%-9 FF-I'L5 I PF -05 NEW 4 NOW SHOP (1) FB TO INSTALL SIDEWINDER FIXTURES a ALL ENDCAP UNITS (BOTH SIDES AT BACK GONDOLA, FRONT SIDE ONLY AT FRONT GONDOLA) SIDE CLOSEST TO MAIN AISLE OR TOWARDS STOREFRONT, INDICATED WITH A'*', TYP. SEE PICTURE 9/F1.0 FOR ASSEMBLY ` f INSTRUCTION FOR LF -135 CAGES1Z11j 10' TALL WALL SECTIONS B A SECURITY MIRRORS, TYP. OF 3, (1) IN EACH CORNER EXCEPT NEAR CASHWRAP, SEE 6/F1.0 FOR MOUNTING DETAIL I ------------- - --------- I 6'-4' LF -83A �' LF -03A F- m LF -m2 Ifl -------------- ? i 4 _0 a _ ��� T TI '� i. - m 1 L.L. TO PROV. 4 INST. TRASH CAN. LOCATION TO BE CONFIRMED W/ 41-2' a 0 IF5 F'M. _ I a `� F-r®r` , FB TO PROVIDE (2) WOMEN'S AND (1) MEN'S SUNGLASS SPINNERS, I TYP. OF 3. T.G.C. TO INSTALL. , s , 4'-0' TG.G. TO CUT TO FIT � III ;aa �_ �. ( F i ; STOREFRONT PLATFORM a a ® Irn LF -12A I - 36' PUCK GRAPHICS PROVIDED BY F5 INSTALLED BY T.G.C. ¢,b COORDINATE EXACT LOCATION W/ a FIVE BELOW CPM. LF -02 I � gn - _ _ LF -02 LF -02 4'-6' I 41_51 0 I I I F_ Qn r J STOREFRONT MAT. PROVIDED BY 0 ;n - _ r o, , r 4'-2' I i F5 INSTALLED BY T.G.C. IIS' 41-01 T 4'-0' a a i -]- - - - - -- 51-41 5'-4' q E rLn TAT( Q e II AD # LF -03 ' CART BUMPER RAIL PAINTED WHITE TO }ppy- ii L , , ;; 4 I I = i MATCH WALLS W/ AZEK FINISHES TO BE LF m2 2I ; i COLOR WHITE PLACED TOP OF VINYL BASE (WHEN GYP. 50. WALLS ARE USED) ® 7r I Q r ® = F.B. TO PROV. T.G.C. TO INSTALL F- , APPAREL J LF -02 $ 4- 4- � A u LF -14B LF -14B r s ' 5'-0' 5'-0' 5'-2' LL 4' -II' 4'-8' ' 5'-0' i� CA 0 J 5'-3' 11 5'-3' a LF -01 I I -T- I 0 APPARELFI LF -14B LF -14B 'J` 111-1 e i -e LF -13B 1 cel I 0 4-16 � n - M LF 02 ' ' LF -01 LF -01 LF ' 4'-0, I LP-02LF K LF -1i72 I $ LF-SWB r $ , CIA -- r'LE (15) `� '`r ROOM (1) TECH(6) ----------------------------------------------------------------------------------------------------------------------------- ------ F'F-m5 FP -05 FF -05 PP -05 FF -05 17--f-Z-0-5 FF -05 FF -®5A PF -05A PF -05A FF -05A FF -05 LF -268 PF -05 PF -05 I PF -05 PF -05 EMPLOYEE BREAK TABLE SEE DTL. ��j SEE DTL. A/A1.1 4 SHEETS F2.0 4 ILLUMINATED HANGING STYLE F2.1 FOR PERIMETER SHELVING 10/A50. PROV. BY FB INST. BY T.G.C. SIGN REFER TO THE A2.0 4 E2.0 ASSEMBLY INSTRUCTIONS DOUBLE COAT HOOKS PROV. BY FOR ADDITIONAL INFO. FB. INST. BY T.G.C. TYP. OF 4 NOTE: 41X30 NOTE: WALL FIXTURE FASTENING DETAILS 2gX26 NOTE: ALL MILLWORK SHELVING AND DESKS TO BE PROVIDED VRO-31 VITAMIN H2O TiS.C. MUST FOLLOW PROPER BLOCKING, FASTENING, 4 LARGE CART CORRAL W/ LARGE F.B. TO PROV. TiS.C. TO ASSEMBLE/ INSTALL HAND TRUCK BY FIVE BELOW AND INSTALLED BY T.G.C. COOLER SPACING PER MANUFACTURING SPECS ON SHEET F2.0 COOLER ,41'W NOTE: MAINTAIN A CLEAR EXIT PATH (MIN. 3'-8') BETWEEN TWO EXIT DOORS. 10' TALL WALL SECTIONS � SEE DTL. 5/A1.1 4 SHEETS F2.0 4 F2.1 FOR PERIMETER SHELVING ASSEMBLY INSTRUCTIONS NOTE: T.G.C. TO INSTALL WHITE 1 1/2' X 1 1/2' PVC ANGLE CORNER GUARDS AFTER GRAPHICS HAVE BEEN INSTALLED, FROM FINISH FLOOR TO 4'-0' A.F.F. ON SALES/ STOCKROOM FLOOR t0 DRYWALL CORNERS WHICH REMAIN EXPOSED AFTER FIXTURING, TYP. MUST CONTACT GREAT LAKES OR KRG. SEE T1.0 FOR CONTACT INFO. NOTE: SEE INTERIOR ELEVATIONS ON SHEETS A3.0 4 A3.1 FOR WALLPAPER GRAPHIC LOCATIONS. PIC. ON 11/F1.0 POSTER FIXTURE LF 1 1 a ' I ,7 ><I ' n ;n COOLERS a' 9'-2' HOLD 15'-11' MIN. _______ PF-li'!rJ 41X30 41X30 41X30 2gX26 SSD A -0-j-31 COKE VRO-31 VITAMIN H2O 4 -2 LARGE CART CORRAL W/ LARGE 5ULL SYMBOL COOLER COOLER COOLER ,41'W X ICOKE, VITAMIN, AND OR POWERADE COOLERS, PROV.. 4 PR4 INSTALLED BY F5 VENDOR SHOPPING CARTS 24- X 48' BAKER'S RACK LF -25A QUAD SPINNER PF -10 FF -10A PF -105 PF -10 T.G.C. TO CLEAN SILICONE ON COOLER a moo. 29'W X 26'D WATER COOLER, PROV. 4 INSTALLED BY VENDOR CASHWRAP m COUNTERTOP SEAMS JOINTS. 48'X 80' MULTI -MEDIA TABLE 45'W x DID x 54 H LINE QUEUE FIXTURE LF -265 LF -21 POSTER FIXTURE PROV. BY FB VENDOR INST. BY T6.C. F-10 36'W x I6'0 (19' OVERALL) x 120'H PERIMETER GONDOLA COOLER 15'W X 16'D RED BULL COOLER,R PROV. 4 INSTALLED BY VENDOR ' ' 1 I ANTI FATIGUE MAT PROVIDED BY TA UMBRELLA FIXTURE. PROV. BY F.B. 4 T.G.C. TO ASSEMBLE 4 INSTALL PF -10B 36'W x 16'D (19' OVERALL) x 96'H PERIMETER GONDOLA WITH ANGLED TRANSITION BASE ; , FIVE BELOW INSTALLED BY TGC. F-10 24'W x 13'D x 54'14 LINE QUEUE FIXTURE LF -Z9 FE 5 -1� PF -13 PF -13A PF -13 48'W x 13'D (16' OVERALL) x 96'14 PERIMETER GONDOLA ® J F-10 36'W x 13'D x 54'H LINE QUEUE FIXTURE I CASHWRAP SEE SHEET FI.1 FOR � PF -13 48'W x 13'0 (16' OVERALL) x 120'H PERIMETER GONDOLA LF-01CIm DTLS. 4 ASSEM. PROV. BY FB INST. LF -105 (S) LF -10M (M) 15" 15'D - SMALL DRUM a � BY Tfs.C. I I c 48'W x 13'D (16' OVERALL) x 96'14 PERIMETER GONDOLA LF -01D ME 36'W X (2)13'D BASE SHELVES + 3' UPRIGHT (29 OVERALL) X 60'H ( INTERIOR) 19'D - MEDIUM DRUM LF -31 (S) SMALL CARTS (QTY. 18 CARTS) PF -15 30-W x 13'D (i( ' OVERALL) x 96'H PERIMETER GONDOLA LF -01E II LF 1 1 a ' I ,7 ><I ' n ;n COOLERS a' 9'-2' HOLD 15'-11' MIN. _______ PF-li'!rJ 41X30 41X30 41X30 2gX26 SSD A -0-j-31 COKE VRO-31 VITAMIN H2O VRD-31 POU.ERADE H2O COOLER 5ULL SYMBOL COOLER COOLER COOLER ,41'W STORAGE. LF -20 LF -20 f I XTJf P,,E FL AN SCALE: 3/16" = V=0 - FIXTURE ID. SYMBOL DESCRIPTION FIXTURE ID. SYMBOL DESCRIPTION FIXTURE ID. SYMBOL DESCRIPTION FIXTURE ID. SYMBOL DESCRIPTION VRD-31 � r s ,41'W X ICOKE, VITAMIN, AND OR POWERADE COOLERS, PROV.. 4 PR4 INSTALLED BY F5 VENDOR LF -05 LF -06 24- X 48' BAKER'S RACK LF -25A QUAD SPINNER PF -10 FF -10A PF -105 PF -10 36 7W x 16'D (19' OVERALL) x 96'H PERIMETER GONDOLA COOLER moo. 29'W X 26'D WATER COOLER, PROV. 4 INSTALLED BY VENDOR LF-. MULTI MEDIA 48'X 80' MULTI -MEDIA TABLE 45'W x DID x 54 H LINE QUEUE FIXTURE LF -265 LF -21 POSTER FIXTURE PROV. BY FB VENDOR INST. BY T6.C. F-10 36'W x I6'0 (19' OVERALL) x 120'H PERIMETER GONDOLA COOLER 15'W X 16'D RED BULL COOLER,R PROV. 4 INSTALLED BY VENDOR LF -10 LF -10 TA UMBRELLA FIXTURE. PROV. BY F.B. 4 T.G.C. TO ASSEMBLE 4 INSTALL PF -10B 36'W x 16'D (19' OVERALL) x 96'H PERIMETER GONDOLA WITH ANGLED TRANSITION BASE 46'W X (2)167) BASE SHELVES + 3' UPRIGHT (35' OVERALL)FIRE X 60'H (INTERIOR) LF -10A LF -105 F-10 24'W x 13'D x 54'14 LINE QUEUE FIXTURE LF -Z9 FE EXTINGUISHER PROV 4 INST. BY L.L. CONFIRM FINAL LOCATION WITH CITY PF -13 PF -13A PF -13 48'W x 13'D (16' OVERALL) x 96'14 PERIMETER GONDOLA LF-01AEM 48'W X (2) 13'D BASE SHELVES + 3' UPRIGHT (29 OVERALL) X 60'14 (INTERIOR) F-10 36'W x 13'D x 54'H LINE QUEUE FIXTURE LF -30 (S) LF -30 (L) SMALL CART CORRAL, PROV. BY F.B. 4 INST. BY T.G.C. PF -13 48'W x 13'0 (16' OVERALL) x 120'H PERIMETER GONDOLA LF-01CIm 36'W X (2) I6') BASE SHELVES + 3' UPRIGHT (35 OVERALL) X 60'H ( INTERIOR) LF -105 (S) LF -10M (M) 15" 15'D - SMALL DRUM LARGE CART CORRAL, PROV. BY F.B. 4 INST. BY T.G.G. PF -138 PF -15 PF -13B 48'W x 13'D (16' OVERALL) x 96'14 PERIMETER GONDOLA LF -01D ME 36'W X (2)13'D BASE SHELVES + 3' UPRIGHT (29 OVERALL) X 60'H ( INTERIOR) 19'D - MEDIUM DRUM LF -31 (S) SMALL CARTS (QTY. 18 CARTS) PF -15 30-W x 13'D (i( ' OVERALL) x 96'H PERIMETER GONDOLA LF -01E 'W X 22'D SHELVES + 3' UPRIGHT (48' OVERALL) X LF -10 (L) LF -11 LF -12 0 24'D - LARGE DRUM LF -31 (L) LF -32 LARGE CARTS (QTY. 18 CARTS) PF -15A FF 155 ST -01 F-15 30'W x 13-D (16' OVERALL) x 120'H PERIMETER GONDOLA LF -01F 30'W X 13'D BASE SHELVE X 60'14 SPORTS BALL TOWER PROV. BY F.B. 4 INST. BY T.G.C. F-1 TRASHTRASH CART PF -15B x 1 T OVERALL) x 96'14 PERIMETER GONDOLA WITH ANGLL ED TRANSITION BASE LF -01G RM 30'W X 1'p BASE SHELVES X 60'14 -T -L WHEEL BARROWS PROV. BY F.B. 4 INST. BY TlG.C. LF -33 STANCHIONS. PROV. BY FB. INST. BY T.G.C. sT-o1 24' X 48' STOCKROOM SHELVING 24' X 36' STOCKROOM SHELVING 3/4' X 48' X 120'H STOCKROOM SHELVING PEG BOARD LF -02 f 2--1 36'W X 16'D X 60'H LF -12A LF -135 WHEEL BARROW BALL TOWER PROV. BY F.B. 4 INST. BY T.S.C. LF -34 LF -35A TorEs PLASTIC TOTES PROV. BY F5. INST. BY T.G.C. ST -01A ST -01A LF -02A ® 30'W x 13'D X 60'H 36' X 24' WIRE CAGES ® AMERICAN GREETING SPINNER PROV. 4 INST. BY F5 VENDOR ST -015 ST -04 ST -01B LF -02C LF-o2c WIRE ENDCAPS PROV. BY FB 4 INSTALLED BY TCG.C. LF -13C ® 28.5' X 345' WIRE CAGES - UNDER NESTING TABLE LF -36 STYLE CART (24' L X 41' W), PROV. 4 INST. BY F5 VENDOR 24' X 48' HOPPER BIN IS' X 62' STOCK ROOM U-BOAT LF -03 38'W X 28'D BULK ENDCAP LF -14 LF -148 LF -15 38' X 38' FOUR WAY FIXTURE FF -03 FF -05 PF -03 48'W x 19'D (22' OVERALL) x 120'H TEE-SHIRT PERIMETER GONDOLA WITH 48'W x 22'D (25' OVERALL) BASE DECKAimR ST -05 ST -06 TRASH CAN "" LF -03A 0 38'W X 22'D WIDE FREESTANDING ENDCAP 50' X 30' APPAREL FIXTURE PF -05 48'W x 19'D (22' OVERALL) x %'H PERIMETER GONDOLA ROLLING BAKER RACKS LF -03C r 38' WIDE 4 4'D PEGGED ENDCAP JEWELRY SPINNER PROV. BY F.B. 4 INST, BY TjGC. PF -05A PF -05A 48'W x 19'D (22' OVERALL) x 120'14 PERIMETER GONDOLA 0 CAN: PUPS -32-24' DIA. x30'14 LID: PUPRBR-3208- 24' DIAx13'H. BLACK COLOR FOR BOTH LF -03D 30' WIDE 4 4'D PEGGED ENDCAP LF -155 w RACK FIXTURES. PROV. 4 INST. BY F5 VENDOR FF -055 PF -06 PF -05B � WITH WITH x 19'D l22' OVERALL) x 9614 PERIMETER GONDOLA ANGLED TRANSITION BASE - - - LF -03E ® 30'W X 28'D BULK ENDCAP LF -155® LF -11 t RACK FIXTURES. PROV. 4 INST. BY FB VENDOR PF -06 36'W x 19') (22' OVERALL) x %'H PERIMETER GONDOLA LF -045 0 44' X 42' (2) TWO TIERED CUBE (MIDWAY CUBE) "" '"' SUNGLA55 FIXTURES PROv. BY F5 INST. BY T.G.G. FF -06A F -os 36'W x 19'D (22' OVERALL) x 120'H PERIMETER GONDOLA LF -04F 44' X 42' (3) THREE TIERED CUBE LF -20 LF -20 STOREFRONT PLATFORMS 48' L X 18'D LENGTH TO BE CUT IN FIELD IF REQ'). FF -068 PF -066 36'W x VD (22' OVERALL) x %'H PERIMETER GONDOLA WITH ANGLED TRANSITION BASE - - - - LF -04G ON 53' DIA. CANDY TOWER TABLE LF -21 LF -21 EMPLOYEE LOCKERS PF -09 PF -09 48'W x 16'D (19' OVERALL) x %'14 PERIMETER GONDOLA LF -0414 (0 53' DIA DIVA NAIL TOWER TABLE LF -22 LF -24 LF 22 SAFE PF -09A PF -098 PF -09A 48'W x 16'0 (19' OVERALL) x 120'H PERIMETER GONDOLA LF -04J 11'X 38 1/2' NESTING TABLE LF -24 BOOK PLATFORMS 48'L X IS'D X 5'H PF -098 48'W x 167) (19' OVERALL) x %'H PERIMETER GONDOLA WITH ANGLED TRANSITION BASE - LF -245 LF -248 EDUCATIONAL FIXTURE 21-L X IV[) X 30'14 2 JFIXT�F�E SC�4EDL�LE I. Tra.0 TO INSTALL ALL BRACKET SIGNS ON FIXTURES. SIGN FURN. BY TENANT. LOCATIONS TO BE DETERMINED BY TENANT. 2. ALL DISPLAY FIXTURES, FITTING ROOMS (FIXTURE TYPE, CASH/ BACK WRAP, AND RECEIVING AREA) SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE TjG.C. THE CONTRACTOR SHALL COORDINATE FINAL ASSEMBLY AND PLACEMENT OF FIXTURES WITH OWNER'S REPRESENTATIVE. 3. TiG.C. SHALL ANCHOR ALL WALL DISPLAY FIXTURES WITH PROPER WALL REINFORCEMENT PROVIDED, ANY WOOD BLOCKING MEMBER ALL BE FIRE RETARDANT MATERIAL, COMPLYING WITH ALL APPLICABLE CODES AND STANDARDS 4. TjG.C. MUST TOUGH- UP ALL FIXTURES AFTER INSTALLATION AND PAINT ALL EXPOSED NAILS, SCREWS, ARLES, ETC. TO MATCH ADJACENT FINISH 5. SEE FLOOR PLAN AND ELEVATIONS FOR WALL FIXTURE LOCATIONS AND ADDITIONAL INFORMATION 6. TjG.C. SHALL FURNISH AND INSTALL (2)1X4 CONTINUOUS HORIZONTAL FURRING STRIPS BEHIND ALL PERIMETER STOCK SHELVES. ATTACH FUMING STRIPS SECURELY. 1. PRIOR TO INSTALLING SHELVING IN STOCKROOM, TjG.C. IS TO VERIFY THE CEILING HEIGHT 4 PROVIDE PROPER CLEARANCE FOR SPRINKLER HEADS, LIGHTS, ETC. CUT OR MODIFY SHELVING AS REQ'D TO ACCOMMODATE FIELD CONDITIONS. 8. TjG.C. SHALL ASSEMBLE AND INSTALL ALL VENDOR PROVIDED FIXTURES, COORDINATE LOCATIONS WITH FIXTURE PLAN AND FIVE BELOW REPRESENTATIVE. S. T.G.C. SHALL INSTALL ALL DECALS IN FIXTURES AS SHOWN ON SHEET FID. 10. TjG.C. SHALL INSTALL ONE SHELF AT ALL WALL GONDOLAS AT SAME HEIGHT PRIOR TO STORE TURNOVER TO ENSURE ALL SHELVING UNITS FIT PROPERLY. 11. TjG.C. SHALL INSTALL SIDE WINDER RACKS AT ALL END CAPS AS INDICATED W/ AN ASTERISK ON THE FIXTURE PLAN. 12. T.G.C. TO REMOVE ALL PLASTIC WRAPPING AFTER PLACEMENT OF FIXTURE. DO NOT PULL FIXTURES BY POLES. 3 O=IXTuFE NOTES PERIMETER SHELVING PROVIDED BY F5 INSTALLED BY T.G.C. 1x4 BLOCKING BY TjG.C. J -BOX (IF REQ.'D) 4 WHIP BY L.L. BLACK OUTLET IN BASE DECK BY T.G.C. SEE C. FOR DTLS. FE�II IEI GR 5Ec. SGALE: 3/4' = I'=0' SHIRT DISPLAY BY INSTALLED BY T.G.C. SHIRT PERIMETER -ELVING PROVIDED BY INSTALLED BY T.G.C. 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record CAS F a£` AL ERVICES LLC LI E 00 ' 4$ DATE: 02/28/19 •. ao N � r s 0 Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION f m1W BELOW MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER FIXTURE PLAN A 1.1 SECONDARY I STOCKROOM OPEN CEILING ABOVE, PAINT DECK PI BY L L. GYP. BD. CEILING s 9'-0' TYPE SYMBOL ■ q AFF., MOUNTING TYPE LAMPS) PAINT P-3, BY L.L. REMARKS I CONTRACTOR SHALL VERIFY THE SIZE, AMOUNT, AND DAY-BRITE LIGHTING 4' 2- LAMP STRIP SINGLE END UAS TO PROV. 4 INSTALL LED T8 Lu 34 MOTION SENSOR • 9'-0' AFF. I CONDUIT WITH THE LOCAL SERVICING UTILITY, T-2-32-UNV I I Ea Ea 13. CONTRACTOR SHALL VERIFY WITH THE SERVING Al d DAY-BRITE LIGHTING ST l LED T8 211 102 OPEN CEILING ABOVE, AND ALL LOCAL GOVERNING AGENCIES PRIOR TO - - - TIK-5-3-32-UNV/ (2) IK -BF PAINT DECK PI BY L.L. Professional of Record DUMMY DOME DROP JAMES A. SCHMITT AI/NL SIM.- SEE ELEC. PLANS FOR WIRING ALI CAMERA WALL MOUNTED a DAY-BRITE 4' INDUSTRIAL WITH CROSS CABLE MOUNTED LED T8 9'-0' AFF. 51 PROVIDED 4 INSTALLED BY L.L. ORDINANCES AND CODES HAVING LEGAL EMEWsENCY BAFFLE JURISDICTION. LIGHTS TO BE HUNG AI/NL SIM.- SEE ELEC. PLANS FOR WIRING A2 DAY-BRITE LIGHTING 9 12'-0' AFF. 1 CABLE MOUNTED LED T8 211 68 I I I I I II )JI Di II I I I I I WIRED I L II — I I I CABLE MOUNTED LIGHT A2/NL SIM- SEE ELEC. PLANS FOR WIRING I FIXTURES 6 t12'-0' AFF. DAY-BRITE LIGHTING 8' 2 -LAMP STRIP SINGLE END UAS t0 PROV. 4 INSTALL MOTION LED T8 211 SENSOR G 8'46' AFF PROVIDED 4 INSTALLED BY L.L. 5 E ADJAGENT TENANT D e A SPORTS SHOP (11) PLAY SHOP (5) CREATE SHOP (5) PARTY SHOP (8) NEW 4 NOW SHOP (1) CABLE HUNG ILLUMINATED1 'CANDY' SIGN 4 RECEPTACLE DUMMY DOME DROP CAMERA PENDANT MOUNTED / g BELOW STRIPLIGHT / b j UAS TO PROV. 4 INSTALL � TO BE CENTERED ON SIGN, j � � %8.00.. SIGN TO BE a 81-6/'AF/F.� /HEIGHT, U.OX (TYP))/ MOTION SENSOR 6 11'-4' AFF ON /� //////�/ //I////i ///. TE SIDE CASHWRAP -v M - 9'-5' "' `v "� - - - �uG qr GYP. BD CEILING 9 9'-0' AFF. A3 3M PAINT P-2, BY L.L. Q Z)11 I Ea A I I G •° I A MENS TOILET R'9 GYP. BD. CE IL ING 0 V-0' AFF, PAINT P-2, BY LL. I NOTE: HORNS 4 STROBES TO BE HUNG SUSPENDED FROM CEILING IN STOCKROOM AREA SO AS TO NOT IMPEDE W/ FIXTURES. Ea G a) 2 -2 3 -6 - : - - - - B - LTS (2 TH) - , LT8 (2 TH) LTS (2 TH) I Al - L I 74' N N �� �' ►moi I I r F i LB (4) LB (4) LB (1) LB (5) LB (8) LB (6) cn J L I UAS TO PROV. 4 INSTALL UNDER SHELF FIXTURE LIGHTING. MOTION SENSOR ,@ I1'-4' AFF. I I I ADA WOMENS TOILET R'1 R=AK AREA GYP. BD. CEILING a 9'-0' AFF., GYP. BD. CEILING 6 9'-0' AFF., I I I STYLE SHOP (15)I ROOM SHOP (1) TECH SHOP (6) _CO_OLERS PAINT P-2, BY LL. PAINT P-3, BY L.L. I------------------------------------------------------------------------------------------------ -------------------------------- �-------------------------------- ---------- _HOLD 16'-1'MIN.----------I I I 1 ADJAGENT TENANT - 8.2 - 8.6 - q.b 1 iREFLECTED CEILING; PLAN SCALE: 3/I6' = I' -m' TYPE SYMBOL MANUFACT./GAT. * DESCRIPTION MOUNTING TYPE LAMPS) VOLT5WATTS REMARKS A CONTRACTOR SHALL VERIFY THE SIZE, AMOUNT, AND DAY-BRITE LIGHTING 4' 2- LAMP STRIP SINGLE END CEILING MOUNTED LED T8 211 34 PROVIDED 4 INSTALLED BY L.L. CONDUIT WITH THE LOCAL SERVICING UTILITY, T-2-32-UNV WIRED 13. CONTRACTOR SHALL VERIFY WITH THE SERVING Al MAIN METERING AND DISTRIBUTION GEAR SHALL DAY-BRITE LIGHTING 8' INDUSTRIAL WITH CROSS l LED T8 211 102 PROVIDED 4 INSTALLED BY L.L. AND ALL LOCAL GOVERNING AGENCIES PRIOR TO TRANSFORMERS OR SIMILAR EQUIPMENT. TIK-5-3-32-UNV/ (2) IK -BF BAFFLE Professional of Record JAMES A. SCHMITT AI/NL SIM.- SEE ELEC. PLANS FOR WIRING ALI 3. DAY-BRITE 4' INDUSTRIAL WITH CROSS CABLE MOUNTED LED T8 211 51 PROVIDED 4 INSTALLED BY L.L. ORDINANCES AND CODES HAVING LEGAL TIK-5-3-32-UNV/ (1) IK -BF BAFFLE JURISDICTION. MANUFACTURERS INSTRUCTIONS. THIS EQUIPMENT AI/NL SIM.- SEE ELEC. PLANS FOR WIRING A2 DAY-BRITE LIGHTING 8' 2 -LAMP STRIP SINGLE END CABLE MOUNTED LED T8 211 68 PROVIDED 4 INSTALLED BY L.L. PLANS IS NOT LIMITED TO ALL MOTORS, TT-2-32-UNV WIRED CONTROLLERS, AND PILOT DEVICES AS SUPPLIED A2/NL SIM- SEE ELEC. PLANS FOR WIRING A3 5. DAY-BRITE LIGHTING 8' 2 -LAMP STRIP SINGLE END Cn/—NEW10, LED T8 211 68 PROVIDED 4 INSTALLED BY L.L. SERVING VOLTAGE REQUIREMENTS AND NOTIFY ALL TT-2-32-UNV WIRED TRADES OF SERVING VOLTAGE. A2/NL SIM- SEE ELEC. PLANS FOR WIRING B 0 SENNCO SOLUTION DUMMY DOME DROP CAMERA WALLWALL MOUNTED WIFI FIXTURE.. I =� - PROVIDED BY FB 4 INSTALLED BY T.G.C. 9-0650-1000-02-00 CODE REQUIREMENTS. 11. FUSES AND CIRCUIT BREAKERS SHALL COMPLY 1 Tja.C. TO PROVIDE 4 INSTALL BATTERIES E SP THE ELECTRICAL CONTRACTOR SHALL VERIFY THE SPEAKER CAPACITY REQUIREMENTS. - C4 PROVIDED 4 INSTALLED BY F.B. a ® EXITRONIX APX1R UNIVERSAL EXIT LED RED SURFACE MOUNTED REFER TO SCHEDULE FOR MORE 211 2 PROVIDED 4 INSTALLED BY L.L. FL ® LOZIER QUICK CONNECT LIGHTS 3' OR 4' UNDER SHELF LIGHTING MAGNET MOUNTED LED 24 3/FT PROVIDED BY FB 4 INSTALLED BY T.G.C. OTHERWISE NOTED. LKQC-3-LED4000 REFER TO PLAN INSTALLATION. 20. G j SURE -LITE DUAL HEAD EMERGENCY W/ CEILING MOUNTED LED INFO LOCATE AT APPROX. LOCATIONI PROVIDED 4 INSTALLED BY L.L. COPIES OF THE SHOP DRAWINGS AND MATERIAL APEL BATTERY PACK (HUNG) SEE DETAIL LISTS TO THE ELECTRICAL DESIGNER PRIOR TO POWER .18 SEE DTL. 4/A2.0 FOR MOUNTING I B.O. TRACK FIXTURE 9 12'-6' CON -TECH LIGHTING RL38- CTR3802-CL 6' INCANDESCENT DOWNLIGHT SPECULATOR 4 TRIM: CLEAR RECESSED FIXTURE 11W PAR 38 LED 120 25 �, J @9 EXITRONIX LL12-54-04/ T1212W DUAL HEAD REMOTE W/ BATTERY SURFACE MOUNTED BUILDING AUTHORITY. AND VERIFY WITH FB CPM. 12 PROVIDED 4 INSTALLED BY L.L. L ® COOPER XTOR28-W EXTERIOR WALL PACK SURFACE MOUNTED LED 211 18 PROVIDED 4 INSTALLED BY L.L. LB AFF., V.IF. MDI WORLDWIDE X-619645RK-5LM10 4' FIXTURE LIGHTING IN STYLE SECTION CLIP MOUNTED I 120 -- PROVIDED BY F$. 4 INSTALLED BY Tjs.C. - - 24. HOUSING: JUNO T4WH 4' TRACK THREADED ROD LED 120 11 PROVIDED 4 INSTALLED BY L.L. r STOCKROOM. LAMP:PHILLIPS I1PAR38X540940/R534 PAINTED P-1 B.O. TRACK LIGHTS 9 12'-4' AFF. UN.O. LT -8 HOUSING: JUNO T8WH 8' TRACK THREADED ROD LED 120 I PROVIDED 4 INSTALLED BY L.L. LAMP:PHILLIPS 11PAR38XS40940/R534 PAINTED P-1 B.O. TRACK LIGHTS 6 12'-4' AFF. U.N.O. M Q EELP WP29-Q-46L-QT-50K EXTERIOR SCONCE SURFACE MOUNTED LED 211 ®I / I ® COOPER PR5S-30-D010-MW/ PRSM34-MD-MW UNDER CANOPY LIGHT SURFACE MOUNTED LED 211 285 PROVIDED 4 INSTALLED BY LL. WIFI ® CISCO SYSTEMS WIRELESS NETWORK HARDWARE WALL MOUNTED, UN.O- 12 - PROVIDED BY F$. INSTALLED BY T.G.C. MR42-HW: MERAKI MR34 VENTEV -TW-HWM_C_CVR 8.0. FIXTURE 6 16'-0' AFF. U.N.O. -7 F I DOOR CHIME PROV. BY FB NOTE: LIGHT FIXTURES WILL BE PROCURED THROUGH A NATIONAL LIGHTING PROGRAM WITH VILLA LIGHTING. VILLA -LIGHTING CORPORATE HAS NEGOTIATED DISCOUNTED, BULK PRICING FOR BENEFIT OF ITSM LANDLORD BUILT PROJECTS NATIONWIDE, PRODUCT WILL BE STOCKED AT VILLA LIGHTING'S DISTRIBUTION CENTER IN ST. LOUIS, MO, AND CAN SHIP WITHIN 48 HOURS OF RELEASE. PLEASE ALLOW A MAXIUMUM OF 4-5 DAYS OF TRAVEL AFTER RELEASE. CONTACT DEREK VICKROY AT (314) 633-0564 OR DEREK .VICKROYOVILLALIGHTING.COM SALES AREA LOCATION OF RTU'S ABOVE INST.IBY T.G.C. RECEIVER TO 9'-6" OPEN CEILING ABOVE. B.O. TRACK FiTURE 12'-6 FOR COORDINATION WITH I BE INSTALLED GASHWRAP CIDI I PAINT DECK P-1, BY L.L. AFF., V.I.F. LIGHTING, TYP. OF 3 NEW PENDANDANT MOUNTED WIFI DIRECTED TOWARD CASHWRAP B.O. FIXTURE AT I I I r -. - _ G - - - - G R`''te EMERGENCY LIGHT FIXT. G 16' AFF. LOCATE AT I L I WIFI 12'-0' A.F.F. SEE MTD. DTL. WIFI APPROX. LOCATION AND I I I — - - - - - - - - .- - - - - - BELOW 4/A2.0 _ _}—.. _ _ _ _ —VERIFY WITH FB CPM. _ - I _ 14,-I, co I I� I 0 Al I I� �L I I I , LT8 (3 TH) LTS (3 TH) IV -6 30'-8' I I 4 4 i DUMMY PONE DROP CAMERA I LT8 (3 TH) '' ' � '�. I I PENDANT MOUNTED At NEAREST JOIST TO REGISTERS ® 6' BELOU �_ B.O. GABLE MOUNTED LIGHT L STRIP LIGHT HEIGHT, U.ON. (TYP) F_ IFIXTURES G M G G BOT. 12-0' AFF. i aD 8.0. TRACK FIXTURE g 12'-4' ;, NEW SPEAKERS TO BE AFF., TYR U.ON � HUNG • 12'-0 A.F.F. (V.IF.) 1 ' I jl --�__ I L I ' III POWER CABLE HUNG ILLUMINATED 'STYLE' SIGN4 I B.OTRACK FIXTURE 0 12'-4' ' DUMMY DOME DROP - - I - ' I RECEPTACLE TO BE CENTERED ON SIGN. AFF. TYPUON i, CAMERA PENDANT MOUNTED I I � I B.O. SIGN TO BE 8'-6'AFF. � � ., . . ® 6 BELOW STRIPLIGHT HEIGHT, U.ON. (TYP) I I I I - - I 10'-0' __ 112'-4Z' g ' _4 24'-521" L I I - - - - LT8 l3 T) _ _ T8 (3 TH) - - - - _ F, _ _ LTV l 7H) LT8 l3 TH) LT8 (3_Tw LT8 (3 TH) 2�-2� 3'4' I Lu � I ( M I I — J r c I uat �n FL FI FL F� FL F� FL F� FL FL FL F FL FL :fl 'n -1 M r F i LB (4) LB (4) LB (1) LB (5) LB (8) LB (6) cn J L I UAS TO PROV. 4 INSTALL UNDER SHELF FIXTURE LIGHTING. MOTION SENSOR ,@ I1'-4' AFF. I I I ADA WOMENS TOILET R'1 R=AK AREA GYP. BD. CEILING a 9'-0' AFF., GYP. BD. CEILING 6 9'-0' AFF., I I I STYLE SHOP (15)I ROOM SHOP (1) TECH SHOP (6) _CO_OLERS PAINT P-2, BY LL. PAINT P-3, BY L.L. I------------------------------------------------------------------------------------------------ -------------------------------- �-------------------------------- ---------- _HOLD 16'-1'MIN.----------I I I 1 ADJAGENT TENANT - 8.2 - 8.6 - q.b 1 iREFLECTED CEILING; PLAN SCALE: 3/I6' = I' -m' 2 LfG;NTING:; FIXTUfRE SGa—IEEDULE I. TYPE SYMBOL MANUFACT./GAT. * DESCRIPTION MOUNTING TYPE LAMPS) VOLT5WATTS REMARKS A CONTRACTOR SHALL VERIFY THE SIZE, AMOUNT, AND DAY-BRITE LIGHTING 4' 2- LAMP STRIP SINGLE END CEILING MOUNTED LED T8 211 34 PROVIDED 4 INSTALLED BY L.L. CONDUIT WITH THE LOCAL SERVICING UTILITY, T-2-32-UNV WIRED 13. CONTRACTOR SHALL VERIFY WITH THE SERVING Al MAIN METERING AND DISTRIBUTION GEAR SHALL DAY-BRITE LIGHTING 8' INDUSTRIAL WITH CROSS CABLE MOUNTED LED T8 211 102 PROVIDED 4 INSTALLED BY L.L. AND ALL LOCAL GOVERNING AGENCIES PRIOR TO TRANSFORMERS OR SIMILAR EQUIPMENT. TIK-5-3-32-UNV/ (2) IK -BF BAFFLE Professional of Record JAMES A. SCHMITT AI/NL SIM.- SEE ELEC. PLANS FOR WIRING ALI 3. DAY-BRITE 4' INDUSTRIAL WITH CROSS CABLE MOUNTED LED T8 211 51 PROVIDED 4 INSTALLED BY L.L. ORDINANCES AND CODES HAVING LEGAL TIK-5-3-32-UNV/ (1) IK -BF BAFFLE JURISDICTION. MANUFACTURERS INSTRUCTIONS. THIS EQUIPMENT AI/NL SIM.- SEE ELEC. PLANS FOR WIRING A2 DAY-BRITE LIGHTING 8' 2 -LAMP STRIP SINGLE END CABLE MOUNTED LED T8 211 68 PROVIDED 4 INSTALLED BY L.L. PLANS IS NOT LIMITED TO ALL MOTORS, TT-2-32-UNV WIRED CONTROLLERS, AND PILOT DEVICES AS SUPPLIED A2/NL SIM- SEE ELEC. PLANS FOR WIRING A3 5. DAY-BRITE LIGHTING 8' 2 -LAMP STRIP SINGLE END CEILING MOUNTED LED T8 211 68 PROVIDED 4 INSTALLED BY L.L. SERVING VOLTAGE REQUIREMENTS AND NOTIFY ALL TT-2-32-UNV WIRED TRADES OF SERVING VOLTAGE. A2/NL SIM- SEE ELEC. PLANS FOR WIRING B 0 SENNCO SOLUTION DUMMY DOME DROP CAMERA PENDANT MOUNTED - - PROVIDED BY FB 4 INSTALLED BY T.G.C. 9-0650-1000-02-00 CODE REQUIREMENTS. 11. FUSES AND CIRCUIT BREAKERS SHALL COMPLY Tja.C. TO PROVIDE 4 INSTALL BATTERIES E SP THE ELECTRICAL CONTRACTOR SHALL VERIFY THE SPEAKER CAPACITY REQUIREMENTS. - - PROVIDED 4 INSTALLED BY F.B. F ® EXITRONIX APX1R UNIVERSAL EXIT LED RED SURFACE MOUNTED LED 211 2 PROVIDED 4 INSTALLED BY L.L. FL ® LOZIER QUICK CONNECT LIGHTS 3' OR 4' UNDER SHELF LIGHTING MAGNET MOUNTED LED 24 3/FT PROVIDED BY FB 4 INSTALLED BY T.G.C. OTHERWISE NOTED. LKQC-3-LED4000 REFER TO PLAN INSTALLATION. 20. G ® SURE -LITE DUAL HEAD EMERGENCY W/ CEILING MOUNTED LED 211 PROVIDED 4 INSTALLED BY L.L. COPIES OF THE SHOP DRAWINGS AND MATERIAL APEL BATTERY PACK (HUNG) SEE DETAIL LISTS TO THE ELECTRICAL DESIGNER PRIOR TO .18 SEE DTL. 4/A2.0 FOR MOUNTING I O CON -TECH LIGHTING RL38- CTR3802-CL 6' INCANDESCENT DOWNLIGHT SPECULATOR 4 TRIM: CLEAR RECESSED FIXTURE 11W PAR 38 LED 120 25 PROVIDED 4 INSTALLED BY L.L. J @9 EXITRONIX LL12-54-04/ T1212W DUAL HEAD REMOTE W/ BATTERY SURFACE MOUNTED BUILDING AUTHORITY. 12 12 PROVIDED 4 INSTALLED BY L.L. L ® COOPER XTOR28-W EXTERIOR WALL PACK SURFACE MOUNTED LED 211 18 PROVIDED 4 INSTALLED BY L.L. LB 0 MDI WORLDWIDE X-619645RK-5LM10 4' FIXTURE LIGHTING IN STYLE SECTION CLIP MOUNTED LED 120 -- PROVIDED BY F$. 4 INSTALLED BY Tjs.C. LT -4 24. HOUSING: JUNO T4WH 4' TRACK THREADED ROD LED 120 11 PROVIDED 4 INSTALLED BY L.L. STOCKROOM. LAMP:PHILLIPS I1PAR38X540940/R534 PAINTED P-1 B.O. TRACK LIGHTS 9 12'-4' AFF. UN.O. LT -8 HOUSING: JUNO T8WH 8' TRACK THREADED ROD LED 120 11 PROVIDED 4 INSTALLED BY L.L. LAMP:PHILLIPS 11PAR38XS40940/R534 PAINTED P-1 B.O. TRACK LIGHTS 6 12'-4' AFF. U.N.O. M Q EELP WP29-Q-46L-QT-50K EXTERIOR SCONCE SURFACE MOUNTED LED 211 46 PROVIDED 4 INSTALLED BY L I N ® COOPER PR5S-30-D010-MW/ PRSM34-MD-MW UNDER CANOPY LIGHT SURFACE MOUNTED LED 211 285 PROVIDED 4 INSTALLED BY LL. WIFI ® CISCO SYSTEMS WIRELESS NETWORK HARDWARE WALL MOUNTED, UN.O- 12 - PROVIDED BY F$. INSTALLED BY T.G.C. MR42-HW: MERAKI MR34 VENTEV -TW-HWM_C_CVR 8.0. FIXTURE 6 16'-0' AFF. U.N.O. -7 NOTE: LIGHT FIXTURES WILL BE PROCURED THROUGH A NATIONAL LIGHTING PROGRAM WITH VILLA LIGHTING. VILLA -LIGHTING CORPORATE HAS NEGOTIATED DISCOUNTED, BULK PRICING FOR BENEFIT OF ITSM LANDLORD BUILT PROJECTS NATIONWIDE, PRODUCT WILL BE STOCKED AT VILLA LIGHTING'S DISTRIBUTION CENTER IN ST. LOUIS, MO, AND CAN SHIP WITHIN 48 HOURS OF RELEASE. PLEASE ALLOW A MAXIUMUM OF 4-5 DAYS OF TRAVEL AFTER RELEASE. CONTACT DEREK VICKROY AT (314) 633-0564 OR DEREK .VICKROYOVILLALIGHTING.COM 2 LfG;NTING:; FIXTUfRE SGa—IEEDULE I. THE ELECTRICAL DRAWINGS ARE A DIAGRAMMATIC CA WIRING WITH MECHANICAL CONTRACTOR - REPRESENTATION OF THE WORK TO BE ACCOMPLISHED AND AS SUCH SHOULD NOT BE 12. CONTRACTOR SHALL VERIFY THE SIZE, AMOUNT, AND INTERPRETED TO INDICATE ANY WORK, EQUIPMENT LOCATION OF ALL PRIMARY AND SECONDARY � OR MATERIAL THAT 15 CONTRARY TO THE N.E.C. OR CONDUIT WITH THE LOCAL SERVICING UTILITY, ANY OTHER GOVERNING CODES OR ORDINANCES. 13. CONTRACTOR SHALL VERIFY WITH THE SERVING 2. MAIN METERING AND DISTRIBUTION GEAR SHALL UTILITY THE LOCATION, SIZE, AND MINIMUM z COMPLY WITH SERVING UTILITY COMPANY, N.E.C., U.L. O CLEARANCE REQUIREMENTS FOR ALL AND ALL LOCAL GOVERNING AGENCIES PRIOR TO TRANSFORMERS OR SIMILAR EQUIPMENT. INSTALLATION OF SAID EQUIPMENT. Professional of Record JAMES A. SCHMITT 14. THE CONTRACTOR SHALL PROVIDE AND INSTALL 3. ELECTRICAL WORK SHALL COMPLY WITH ALL N.E.G., STARTER AND/OR DISCONNECTS ON ALL EQUIPMENT UL., AND ALL OTHER LOCAL GOVERNING WITHOUT FACTORY MOUNTED SAFETY DEVICES AND ORDINANCES AND CODES HAVING LEGAL SHALL BE RESPONSIBLE IN ACCORDANCE WITH JURISDICTION. MANUFACTURERS INSTRUCTIONS. THIS EQUIPMENT INCLUDES BUT FOR FLEX CONNECTIONS TO ALL 4. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE EQUIPMENT FROM J -BOXES AS INDICATED ON FOR OBTAINING AND PAYING FOR ANY REQUIRED PLANS IS NOT LIMITED TO ALL MOTORS, PERMITS, ETC. CONTROLLERS, AND PILOT DEVICES AS SUPPLIED BY OTHERS. 5. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICING POINTS WITH THE 15. ALL WIRE *1/0 AND LARGER SHALL BE COPPER THW SERVING VOLTAGE REQUIREMENTS AND NOTIFY ALL RATED 15° TRADES OF SERVING VOLTAGE. 16. ALL WIRE SMALLER THAN 1/0 SHALL BE COPPER 6. ALL SYSTEMS AND EQUIPMENT GROUNDS SHALL BE TW RATED 60° INSTALLED IN STRICT ACCORDANCE WITH ALL CODE REQUIREMENTS. 11. FUSES AND CIRCUIT BREAKERS SHALL COMPLY WITH SERVING UTILITY COMPANY INTERRUPTING 1. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE CAPACITY REQUIREMENTS. EXACT LOCATIONS OF ALL H.VA.C. EQUIPMENT AND SHALL FURNISH AND INSTALL ALL CONDUCTORS 18. TELEPHONE SYSTEM IS SCHEMATIC ONLY AND AND CONDUIT TO ALL EQUIPMENT AND CONTROLS. SHALL BE INSTALLED PER OWNERS REQUIREMENTS. CONTRACTOR SHALL MAKE ALL NECESSARY CONNECTIONS AS REQUIRED FOR A COMPLETE 19. MOUNT ALL SWITCHES AT 48' AFF. UNLESS WORKING SYSTEM. CONTRACTOR SHALL VERIFY ALL OTHERWISE NOTED. SIZES AND ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION. 20. MOUNT ALL WALL OUTLETS At 15' AFF. UNLESS OTHERWISE NOTED. 8. THE ELECTRICAL CONTRACTOR SHALL SUBMIT (3) COPIES OF THE SHOP DRAWINGS AND MATERIAL 21. BREAKERS IN ALL SUB -PANELS SHALL BE U.L. LISTS TO THE ELECTRICAL DESIGNER PRIOR TO RATED FOR A MINIMUM OF 10,000 AMPS ICA OR INSTALLATION. PER SERVING UTILITY COMPANY. 9. CONTRACTOR SHALL VERIFY INTERRUPTING 22. PLASTIC PIPE APPROVED FOR UNDERGROUND USE CAPACITIES WITH SERVING UTILITY COMPANY AND MAY BE USED WHERE ALLOWED BY GOVERNING PROVIDE ALL SWITCH GEAR AS REQUIRED FOR BUILDING AUTHORITY. THEIR DRAWINGS. 23. SEE 'E' 5HEET5 FOR ADDITIONAL INFORMATION AND 10. CONTRACTOR SHALL VERIFY AND INCLUDE IN BID SPECIFICATIONS APPLICABLE TO THE ELECTRICAL ALL SERVICE COSTS THAT MAY BE REQUIRED BY WORK SERVING UTILITY COMPANY. 24. G.G. TO KEEP ONE (1) SEALED CASE 4 REMINDER OF 11, CONTRACTOR SHALL VERIFY THE EXACT LOCATION LAST OPEN CASE OF LAMPS TO BE LEFT IN OF ALL MECHANICAL EQUIPMENT AND CONTROL STOCKROOM. 3 S�4EEfi NOTES LL, TO SUPPLY 4 INSTALL UNISTRUT BETWEEN JOISTS 6 TOP CHORD AS REQ. 12'-0' AFF. 8.0. FIXTURE 'J' BOX MOUNTED TO UNISTRUT 1/2' RIGID CONDUIT CONNECT TO J BOX 'J' BOX EMERGENCY LIGHT FIXTURE .4 EMERGENC-r L IG�J DTL. N.T.s. EXTERIOR WALL 16 GAGE MATERIAL METAL ROOF BOTTOM OF STEEL 1LJ1 24' ABOVE MOUNT HOOD PER PER'1A DOOR HEADER TECH, INC. SPECS AND CONSTRUCTION OF WALL - PETAL OVER -H" 'L' LIGHT, FLUSH MOUNTED TO EXTERIOR WALL, CENTERED BETWIMq TOP OF DOOR HEADER AND BOTTOM OF OVER -HANG I A I r:;� REAR H®®D ATTACH 5CALE:3/4'=1'0" L.L. t0 SUPPLY 4 INSTALL UNISTRUT _ BETWEEN JOISTS B TOP CHORD AS REQ. 13'-0' AFF. LON. B.O. RECPETICAL 'J' BOX MOUNTED TO UNISTRUT 1/2' RIGID CONDUIT CONNECT TO J BOX RECEPTACLE ;,, iRECEPTACLE DTL N.T.s. 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DI DATE I REVISION PROJECT NAME / LOCATION do • MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED:RIW SHEET TITLE / NUMBER REFLECTED CEILING PLAN A2.0 CA 10 AL RVICES LLC `SE 6 3 X DATE: 02/28/19 � o z O Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DI DATE I REVISION PROJECT NAME / LOCATION do • MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED:RIW SHEET TITLE / NUMBER REFLECTED CEILING PLAN A2.0 DASHED LINE INDICATES HEIGHT OF LIGHT FIXTURES 0 12'-0' AFF. — TYP. SECURITY MIRRORS, (1) IN EACH CORNER EXCEPT NEAR CASHWRAP, SEE I/AI-I FOR LOCATIONS AND 6/1`1.0 FOR MOUNTING DETAIL P3 — TO 8'-0' ON CORNER FILLER BY T.G.G. 4' PAINTED BLACK BASE ON CORNER FILLER BY T.G.C. DISPLAY FIXTURE 1A ELEVATION 4' TALL W/P P3 BY L.L. 12' COOLER W/P 8' T P3 V TALL W/P 4' TALL W/P CLEARANCE 1 B ELEVATION GLtAR Q= SEE DETAIL 5/4.1 4 SHEETS F2.0 4' VINYL BASE 4 F2.1 FOR PERIMETER SHELVING SEE DETAIL A/AI.1 4 SHEETS F2.0 ASSEMBLY INSTRUCTIONS. 4 F2.1 FOR PERIMETER SHELVING BY L L. ASSEMBLY INSTRUCTIONS. 10' TALL WALL SECTION 22' BASE DECKS STYLE SHOP (15) l SPORTS SHOPS (11) QV -3 1/2' UNDERSIDE OF ROOF DECK 19' -II I/2' BOTTOM OF STEEL 12'-0' TOP OF WALL PAPER TYP. SECURITY MIRRORS, (1) IN EACH COINER EXCEPT NEAR CASHWRAP, SEE i/AU FOR LOCATIONS AND 6/F1.0 FOR MOUNTING DETAIL 8'-0' TOP OF DISPLAY FIXTURE P3 TO 8'-0' ON CORNER FILLER BY TjG.C. 77 FINISHED FLOOR 4' PAINTED BLACK BASE ON CORNER FILLER BY TLa.C. 4' TALL W/P LINE OF GRAPHIC HEIGHT VARIES, PROVIDED BY F.B. AND INSTALLED BY TiS.C. FINAL DESIGN T.B.D. TYP. SECURITY MIRRORS, lU IN EACH CORNER EXCEPT NEAR CASHWRAP, SEE I/AU FOR LOCATIONS AND 6/1`1.0 FOR MOUNTING DETAIL 1c ELEVATION TOILET ROOM WALL FRP BY L.L. FINISHED FLOOR FRP BY L.L. NOTE: I. WALLPAPER 15 PROVIDED BY FIVE BELOW 4 INSTALLED BY TJS.C. 2. WALLS ABOVE WALLPAPER LINE TO BE PAINTED P-3. 3. ALL INTERIOR FINISHES SHALL BE CLASS 'A' PER NFPA 255 FLAME SPREAD RATING OF 25 OR LESS WITH MAX. SMOKE GENERATION FACTOR OF 450. 4. Tfz.C. TO SUPPLY AND INSTALLED BATTERIES FOR SECURITY CAMERAS. NorE: ALL WALLS BEHIND SALES AREA SHELVING NEED NOT TO BE PAINTED. PAINT THESE WALLS FROM 1'-6' 4 UP (U.ON.) WALLPAPER NOTE: I. ALIGN ALL WALLPAPER W/P AT 12'-0' A.F.F. U.ON. 2. T.G.G. TO REFER TO VENDOR PROVIDED WALLPAPER LAYOUT INCLUDED WITH THE WALLPAPER MATERIAL PRIOR TO INSTALLATION. 3. RESTROOM ELEVATION 1C/A3.0 IS FOR GRAPHICAL PURPOSES ONLY. REFER TO RESTROOM ELEVATION ON 2E/A4.1 FOR ADDITIONAL INFO. NTEF,,10fR ELEVATION5 5GALE: 1/4' 1'-0' FINISH DISCRIPTION / MATERIAL MANUFACTURER SPEC / FINISH FLOORING / BASE FINISH 1`1 MANUFACTURER POLISHED CONCRETE OVER QUESTMARK CONC. i 9 ��0 CEILING FINISH � POLISHING SYSTEM � o SPI 1`2 I' MIN. DEPTH 12'x 12'x 1/8' VCT ARMSTRONG FIELD GRAY / 5515 WATERBORNE DRYFALL GLtAR Q= SEE DETAIL 5/4.1 4 SHEETS F2.0 4' VINYL BASE 4 F2.1 FOR PERIMETER SHELVING SEE DETAIL A/AI.1 4 SHEETS F2.0 ASSEMBLY INSTRUCTIONS. 4 F2.1 FOR PERIMETER SHELVING BY L L. ASSEMBLY INSTRUCTIONS. 10' TALL WALL SECTION 22' BASE DECKS STYLE SHOP (15) l SPORTS SHOPS (11) QV -3 1/2' UNDERSIDE OF ROOF DECK 19' -II I/2' BOTTOM OF STEEL 12'-0' TOP OF WALL PAPER TYP. SECURITY MIRRORS, (1) IN EACH COINER EXCEPT NEAR CASHWRAP, SEE i/AU FOR LOCATIONS AND 6/F1.0 FOR MOUNTING DETAIL 8'-0' TOP OF DISPLAY FIXTURE P3 TO 8'-0' ON CORNER FILLER BY TjG.C. 77 FINISHED FLOOR 4' PAINTED BLACK BASE ON CORNER FILLER BY TLa.C. 4' TALL W/P LINE OF GRAPHIC HEIGHT VARIES, PROVIDED BY F.B. AND INSTALLED BY TiS.C. FINAL DESIGN T.B.D. TYP. SECURITY MIRRORS, lU IN EACH CORNER EXCEPT NEAR CASHWRAP, SEE I/AU FOR LOCATIONS AND 6/1`1.0 FOR MOUNTING DETAIL 1c ELEVATION TOILET ROOM WALL FRP BY L.L. FINISHED FLOOR FRP BY L.L. NOTE: I. WALLPAPER 15 PROVIDED BY FIVE BELOW 4 INSTALLED BY TJS.C. 2. WALLS ABOVE WALLPAPER LINE TO BE PAINTED P-3. 3. ALL INTERIOR FINISHES SHALL BE CLASS 'A' PER NFPA 255 FLAME SPREAD RATING OF 25 OR LESS WITH MAX. SMOKE GENERATION FACTOR OF 450. 4. Tfz.C. TO SUPPLY AND INSTALLED BATTERIES FOR SECURITY CAMERAS. NorE: ALL WALLS BEHIND SALES AREA SHELVING NEED NOT TO BE PAINTED. PAINT THESE WALLS FROM 1'-6' 4 UP (U.ON.) WALLPAPER NOTE: I. ALIGN ALL WALLPAPER W/P AT 12'-0' A.F.F. U.ON. 2. T.G.G. TO REFER TO VENDOR PROVIDED WALLPAPER LAYOUT INCLUDED WITH THE WALLPAPER MATERIAL PRIOR TO INSTALLATION. 3. RESTROOM ELEVATION 1C/A3.0 IS FOR GRAPHICAL PURPOSES ONLY. REFER TO RESTROOM ELEVATION ON 2E/A4.1 FOR ADDITIONAL INFO. NTEF,,10fR ELEVATION5 5GALE: 1/4' 1'-0' FINISH DISCRIPTION / MATERIAL MANUFACTURER SPEC / FINISH FLOORING / BASE FINISH COLOR • M/0 51921 N/A *0112 88102 QH23 (1) V4860 1`1 MANUFACTURER POLISHED CONCRETE OVER QUESTMARK CONC. SALES AREA A ❑ CEILING FINISH (E) CONCRETE SLAB POLISHING SYSTEM CORRIDOR AREA SPI 1`2 I' MIN. DEPTH 12'x 12'x 1/8' VCT ARMSTRONG FIELD GRAY / 5515 WATERBORNE DRYFALL SW -1005 EIFS SYSTEM DRYVIT 'OYSTER SHELL' 5-515 ADHESIVE ❑STOREFRONT SF2 1`3 LOW VOC - FLAT SHEEN POLISHED CONCRETE OVER QUESTMARK CONC. STOCK ROOM AREA SF3 24' x 48' ACOUSTIC CEILING ARMSTRONG (E) CONCRETE SLAB POLISHING SYSTEM 141 1`4 1' MIN. EIFS CORNICE IS' x 18' x 1/8' LUXURY VINYL TILE (LVT) TANDUS CENTIVA CONTOUR SOAPSTONE 1`5 EIFS SYSTEM 6' x 825' x 1/16' INLAID ARMSTRONG WHITE CLIFFS SHERWIN WILLIAMS PROMAR 200 ZERO VOC SHEET VINYL FLOORING DECO ART - CORLON 5-543 ADHESIVE SF5 ❑12' 1`6 12' x 12' x 1/4' STOREFRONT x 12' x 5/I6'CERAMIC TILE TILE - DELTILE TILE - VANILLA WALL FINISH PORCELAIN BLUE TILE 1/4' GROUT JOINTS GROUT - MAPEI GROUT - ALABASTER PI BI PURE WHITE PAINT 4' VINYL BASE ARMSTRONG JET BLACK COLOR • M/0 51921 N/A *0112 88102 QH23 (1) V4860 FINISH DISCRIPTION / MATERIAL MANUFACTURER SPEC / FINISH STOREFRONT FINISH ❑ CEILING FINISH DRYVIT 'FIVE BELOW' BLUE SPI CI I' MIN. DEPTH MTL/WOOD DECK - OPEN TO SHERWIN WILLIAMS WATERBORNE DRYFALL SW -1005 EIFS SYSTEM DRYVIT 'OYSTER SHELL' JOISTS ABOVE - NO HUNG CLG ❑STOREFRONT SF2 LOW VOC - FLAT SHEEN OUTSULATION PLUS MD PRIMARY FACADE G2 SF3 24' x 48' ACOUSTIC CEILING ARMSTRONG DRYVIT CORTEGA 141 1' MIN. EIFS CORNICE SYSTEM FRAME AROUND BLUE EIFS SYSTEM C3 'AMARILLO WHITE' GYPSUM BOARD CEILING SHERWIN WILLIAMS PROMAR 200 ZERO VOC SW -1005 PILASTERS SF5 LEVEL 5 FINISH 12' x 12' x 1/4' STOREFRONT CROSSVILLE INC SEMI GLOSS SHEEN WALL FINISH PORCELAIN BLUE TILE OCEANA SFO PI ALPOLIC OR SIM. PURE WHITE PAINT SHERWIN WILLIAMS 51`1 WATERBORNE DRYFALL SW -1005 ALPOLIC OR SIM. BRUSHED CLEAR BASE CLADDING LOW VOC - FLAT SHEEN ANODIZED PURE WHITE PAINT SHERWIN WILLIAMS PROMAR 200 ZERO VOC SW -1005 SEMI -GLOSS SHEEN P3 H PURE WHITE PAINT SHERWIN WILLIAMS PROMAR 200 ZERO VOC SW -1005 EGG -SHELL SHEEN R Ed— PEBBLED EMBOSSED TEXTURE GL'4SBORD FIBER'zALSS REINFORCED WHITE -85 WHITE COLOR PLASTIC -MOISTURE RESTS Wl WALLPAPER VISION INTEGRATED CUSTOM N/A GRAPHICS FINISH DISCRIPTION / MATERIAL MANUFACTURER SPEC / FINISH STOREFRONT FINISH ❑ STOREFRONT EIFS SYSTEM DRYVIT 'FIVE BELOW' BLUE SPI I' MIN. DEPTH OUTSULATION PLUS MD SIGNAGE EIFS EIFS SYSTEM DRYVIT 'OYSTER SHELL' ❑STOREFRONT SF2 2' MIN. DEPTH OUTSULATION PLUS MD PRIMARY FACADE SF3 STOREFRONT EIFS 2'x4'FRAME 4 DRYVIT 'CHINA WHITE' 1' MIN. EIFS CORNICE OUTSULATION PLUS MD FRAME AROUND BLUE EIFS SYSTEM DRYVIT 'AMARILLO WHITE' ❑STOREFRONT SF4 12' MIN. DEPTH OUTSULATION PLUS MD PILASTERS SF5 12' x 12' x 1/4' STOREFRONT CROSSVILLE INC CROSS COLOR SOLIDS PORCELAIN BLUE TILE OCEANA SFO STOREFRONT BRAKE METAL ALPOLIC OR SIM. FIVE BELOW BLUE 51`1 STOREFRONT BRAKE METAL ALPOLIC OR SIM. BRUSHED CLEAR BASE CLADDING ANODIZED FI5E-0110215 456 310 113 5580 MBU BLUE N/A • FIVE BELOW CUSTOM SHERWIN WILLIAMS COLORS NOTE: FOR ALL INTERIOR CORNER FILLER PAINT, PLEASE COORDINATE W/ AID, FINISH PLAN INTERIOR FINISH RATING: ALL INTERIOR FINISHES SHALL BE CLASS 'A' PER NFPA 255 -FLAME SPREAD RATING OF 25 OR LESS WITH MAXIMUM SMOKE GENERATION FACTOR OF 450. 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record CA Cf-WNAL SE ICES LLC LI NS #At326 Q2 2._ E. D E: 02/28/19 t� • 4 •� V Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION t"'T i A o a A I m A m MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER INTERIOR ELEVATIONS A3.0 t23'-31/2' UNDERSIDE OF ROOF DECK 19'-11 1/2' BOTTOM OF STEEL DASHED LINE INDICATES HEIGHT OF LIGHT FIXTURES 0 12'-0' AFF. TYP. SECURITY MIRRORS, (1) IN EACH CORNER EXCEPT NEAR CASHWRAR SEE I/AI.i FOR LOCATIONS AND 6/FI.0 FOR MOUNTING DETAIL P3 TO 8'-0' ON CORNER FILLER BY T.G.C. FINISHED FLOOR 4' PAINTED BLACK BASE ON CORNER FILLER BY Tj3.C. — 4' TALL W/P ^ P3 6' TALL W/P LINE OF GRAPHIC (W-1) HEIGHT VARIES, PROVIDED BY F.B. AND INSTALLED BY T/ e- MKIAI nCRIrAI TRf ) 4' TALL W/P LINE OF GRAPHIC (W-1) HEIGI�VARIES, PROVIDED BY F.B. AND INST LED BY 1!!!111 Al r iCn& _1.1 TQM 8' T P3 BY L.L. 1A ELEVATION A3.1 23'-3 3/4' UNDERSIDE OF ROOF DECK DASHED LINE INDICATES HEIGHT OF LIGHT FIXTURES * 12'-0' AFF. OIL 12'-0' TOP OF WALL PAPER OIL 9'-11 1/2' DISCRIPTION ! MATERIAL TOP OF GLAZING SPEC / FINISH COLOR'" FINISH TOP OF MANUFACTURER DISPLAY FIXTURE TYP. SECURITY MIRRORS, (1) FLOORING / BASE FINISH IN EACH CORNER EXCEPT CASCO NEAR CASHWRAP, SEE I/AI.I LICENSE' FOR LOCATIONS AND 6/F1.0 QUESTMARK CONC. FOR MOUNTING DETAIL P3 TO 8'-0' ON CORNER FILLER BY T.G.C. FINISHED FLOOR 4' PAINTED BLACK BASE ON CORNER FILLER BY TiS.C. — 113 ELEVATION P3 BY LL 19' aU2 �� —a -MI] 36' PUCK GRAPHICS, PROV. BY FB INSTALLED BY T.G.C. COORDINATE EXACT LOCATION W/ FIVE BELOW TYP. OF 2. CREATE SHOPS (5) LINE OF GRAPHIC (W-1) HEIGHT VARIES, PROVIDED BY F.B. AND INSTALLED BY Tjs.C. FINAL DESIGN T.5. - W/P SEE DETAIL A/AI.I 4 SHEETS F2.0 4 F2.1 FOR PERIMETER SHELVING ASSEMBLY INSTRUCTIONS. PARTY SHOPS (8) A/G FIXTURES FB TO PROV. WINDOW SIGNS/POSTERS, T.G.C. TO PROV. 4 INSTALL (2) SCREW EYE HOOKS P3 - P3 PER POSTER AT EVERY WINDOW LOCATION, BY LL BY LL INTO THE UNDERSIDE OF THE TOP MULLION. ATTACH THE ADJUSTABLE BLACK SLIDERS TO EYE HOOK AND CENTER POSTER HARDWARE. T.G.C. TO ATTACH SCREW EYE HOOKS TO SIDE OF TOP MULLION WHEN GLAZING IS V-0' OR LESS. DASHED LINE INDICATES HEIGHT OF LIGHT FIXTURES e 12'-0' AFF. IN s�V`� ■ � � ► ���� � ��d OAF _ -- !! f _ I STORE HOURS DECAL ON 3' OUTLINE OF SUNGLASS INSIDE OF GLASS. BOTTOM OF FIXTURES HOURS DECAL TO ALIGN WITH OUTLINE OF SHOPPING CART CORRAL SPEAKER/ MICROPHONE FB TO PROVIDE AND T.G.C. TO STOREFRONT DOOR HANDLE, BEYOND CASHWRAP DOUBLE GANG JUNCTION BOX INSTALL WINDOW PLATFORMS. INSTALLED BY T.G.C. IN CASWWRAP M, BY T.G.C. A DOOR CHIME PROVIDED BY FB INSTALLED BY TjG.C, TYP. OF 2, (U OVER EACH DOOR SEE DETAIL A/AI.I 4 SHEETS F2.0 4 F2.1 FOR PERIMETER SHELVING ASSEMBLY INSTRUCTIONS. 10' TALL WALL SECTIONS NOTE: 1. WALLPAPER IS PROVIDED BY FIVE BELOW 4 INSTALLED BY T.G.C. 2. WALLS ABOVE WALLPAPER LINE TO BE PAINTED P-3. 3. ALL INTERIOR FINISHES SHALL BE CLASS 'A' PER NFPA 255 FLAME SPREAD RATING OF 25 OR LESS WITH MAX. SMOKE GENERATION FACTOR OF 450. 4. T.G.C. TO SUPPLY AND INSTALLED BATTERIES FOR SECURITY CAMERAS. NOTE: ALL WALLS BEHIND SALES AREA SHELVING NEED NOT TO BE PAINTED. PAINT THESE WALLS FROM 1'-6' 4 UP (U.ON.) WALLPAPER NOTE: I. ALIGN ALL WALLPAPER W/P AT 12'-0' AFF. U.ON, 2. T.C. TO REFER TO VENDOR PROVIDED WALLPAPER LAYOUT INCLUDED WITH THE WALLPAPER MATERIAL PRIOR TO INSTALLATION. 3. RESTROOM ELEVATION iC/A3.0 IS FOR GRAPHICAL PURPOSES ONLY. REFER TO RESTROOM ELEVATION ON 2E/A4.1 FOR ADDITIONAL INFO. t24'-1 1/2' jk UNDERSIDE OF ROOF DECK t22'-3' JA BOTTOM OF STEEL 12'-0' jjh TOP OF WALL PAPER TYP. SECURITY MIRRORS, (1) IN EACH COINER EXCEPT NEAR CASHWRAR SEE 1/AI.I FOR LOCATIONS AND 6/F1.0 FOR MOUNTING DETAIL 8, -0 - TOP OF DISPLAY FIXTURE P3 TO 8'-0' ON CORNER FILLER BY T.G.C. 0'-0' FINISHED FLOOR 4' PAINTED BLACK BASE ON CORNER FILLER BY TiG.C. f lel f OELEVATION5 5G,4LE:1/4' =11-0' FINISH DISCRIPTION ! MATERIAL MANUFACTURER SPEC / FINISH COLOR'" FINISH I DISCRIPTION / MATERIAL MANUFACTURER SPEC / FINISH COLOR 0 FLOORING / BASE FINISH WALL FINISH CASCO FI LICENSE' POLISHED CONCRETE OVER QUESTMARK CONC. SALES AREA N/A PI ❑ PURE WHITE PAINT SHERWIN WILLIAMS WATER50WE DRYFALL 5W-1005 ' (E) CONCRETE SLAB POLISHING SYSTEM CORRIDOR AREA N v LOW VOC - FLAT SHEEN F2 12' x 12' x I/8' VCT ARMSTRONG FIELD GRAY 51921 P2 PURE WHITE PAINT SHERWIN WILLIAMS P 200 ZERO VOC SW -1005 JAMES A. SCHMITT 5-515 ADHESIVE ADHESIVE Exp. Date: 02/28/19 SEMI -GLOSS SHEEN F3 POLISHED CONCRETE OVER QUESTMARK CONC. STOCK ROOM AREA N/A P3 PURE WHITE PAINT SHERWIN WILLIAMS PROMAR 200 ZERO VOC 5W -10-05- (E) CONCRETE SLAB POLISHING SYSTEM EGG -SHELL SHEEN F4 18' x 18' x 1/8' LUXURY VINYL TILE (LVT) TANDUS CENTIVA CONTOUR SOAPSTONE "1x112 Wl WALLPAPER VISION INTEGRATED GRAPHICS CUSTOM N/A F5 6' x 82.5' x 1/16' INLAID ARMSTRONG WHITE CLIFFS 88102 ® PEBBLED EMBOSSED TEXTURE GLA65ORD FIBERGALSS REINFORCED WHITE -85 SHEET VINYL FLOORING DECO ART - CORLON 5-543 ADHESIVE WHITE COLOR PLASTIC -MOISTURE RESISt ❑12' F6 x 12' x 5/16'CERAMIC TILE TILE - DELTILE TILE - VANILLA QH23 (1) STOREFRONT FINISH 1/4' GROUT JOINTS GROUT - MAPEI GROUT - ALABASTER SFI STOREFRONT EIFS SYSTEM I' MIN. DEPTH DRYVIT OUTSULATION PLUS MD 'FIVE BELOW' BLUE SIGNAGE EIFS FI5E-0110215 BI 4' VINYL BASE ARMSTRONG JET BLACK V4860 6F2 STOREFRONT EIFS SYSTEM DRYVIT 'OYSTER SHELL' 45(o CEILING FINISH 2 MIN. DEPTH OUTSULATION PLUS MD PRIMARY FACADE Cl K310 MTLN100D DECK - OPEN TO SHERWIN WILLIAMS WATER50 E DRYFALL SW -1005 SF3 STOREFRONT EIFS 2'x4'FRAME 4 DRYVIT 'CHINA WHITE' JOISTS ABOVE - NO HUNG CLG LOW VOC - FLAT SHEEN 1 MIN. EIFS CORNICE OUTSULATION PLUS MD FRAME AROUND BLUE G2 24' x 48' ACOUSTIC CEILING ARMSTRONG GORTEGA 141 SF4 ❑ STOREFRONT EIFS SYSTEM 12'MIN. DRYVIT 'AMARILLO WHITE' 113 SYSTEM DEPTH OUTSULATION PLUS MD PILASTERS C3 GYPSUM BOARD CEILING SHERWIN WILLIAMS PROMAR 200 ZERO VOC 5W-1005 SF5 ❑ 12' x 12' x 1/4' STOREFRONT CROSSVILLE INC CROSS COLOR SOLIDS 85 80 LEVEL 5 FINISH SEMI GLOSS SHEEN PORCELAIN BLUE TILE OCEANA SF6 STOREFRONT BRAKE METAL ALPOLIC OR SIM. FIVE BELOW BLUE MBU BLUE STOREFRONT BRAKE METAL ALPOLIC OR SIM. BRUSHED CLEAR N/A BASE CLADDING ANODIZED FIVE BELOW CUSTOM SHERWIN WILLIAMS COLORS NOTE: FOR ALL INTERIOR CORNER FILLER PAINT, PLEASE COORDINATE W/ AID, FINISH PLAN INTERIOR FINISH RATING: ALL INTERIOR FINISHES SHALL BE CLASS 'A' PER NFPA 255 -FLAME SPREAD RATING OF 25 OR LESS WITH MAXIMUM SMOKE GENERATION FACTOR OF 450. ,q FAINT FINISH LEGENE) /NOTES AD WANT TMW .• (p� 6 A I - -my/"------- ------ ----------- I - -------- ---------- I ❑ I I I I I I I I I I 1 i i Ii i ------ ---------------- I I I I I I I I I I 1 I I I I I I I I - - - - - - - - - - - ---- - ---------------------------------- 4 ------------------------------------ --- - - -- -- I I I I I I I I IA I I I I I I I I I I IB 1B I I i I I A3. I I i o 1C 1 1 1A I -- ------------- I I I � I I I I I I I i0 0i I I o I I I I I I -- Av.Hcs+T T�Artr I I I I 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record Professional of Record 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER INTERIOR ELEVATIONS A3.1 Professional of Record CASCO S NAL ERVICES LLC LICENSE' 2 92 DATE: 02/28/19 ao ' ew , N v J ProfessT6nal of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER INTERIOR ELEVATIONS A3.1 EXTERIOR ACCENT SCONCE 'M' PROV. 4 INSTALLED BY L.L., TYP. OF 2 69,^, LL TO LL 4' X V DEPTH EIFS FRAME AROUND SF3 PERIMETER OF PAINTED BLUE AREA TO BE DRYVIT 310 'CHINA WHITE', BY L.L. 45' ILLUMINATED CHANNEL LETTER SIGN WITH WHITE PLEXI FACE, SILVER RETURNS 4 TRIM. FLUSH MOUNT LETTERS TO FASCIA OF STOREFRONT. FIESTOREFRONT DRYVIT TO BE I' IN DEPTH, COLOR TO BE FIRE -0110215 BY L.L. FCORNICE TO BE TO BE DRYVIT 310 3 CORNICE TO BE TO BE DRYVIT 310 " 'CHINA WHITE', BY L.L. 44:2 113' THICK PRIMARY EIFS FIELD TO BE DRYVIT 456 'OYSTER SHELL', BY L.L. FB TO PROV. WINDOW SIGNS/POSTERS, Tjs.C. TO PROV. 4 INSTALL (2) SCREW EYE HOOKS PER POSTER AT EVERY WINDOW LOCATION, INTO THE UNDERSIDE OF THE TOP MULLION. ATTACH THE ADJUSTABLE BLACK SLIDERS TO EYE HOOK AND CENTER POSTER HARDWARE. TjG.C. TO NOTE: ATTACH SCREW EYE HOOKS TO SIDE OF TOP MULLION EXTERIOR ELEVATION SHOWN FOR REFERENCE ONLY. WHEN GLAZING IS V-0' OR LESS. CONTACT FB FOR REFER TO LANDLORD DRAWINGS AND SIGNAGE FINAL LOCATION OF POSTERS. PACKAGE FOR ADDITIONAL INFORMATION. OUTLINE OF SHOPPING CART CORRAL NOTE: CUSTOM GRAPHIC BY GRAPHIC VENDER, L.L. TO CLEAN 4 POWER WASH ENTIRE FACADE/ PROV. BY FB INSTALLED BY Tj3.C. STOREFRONT SYSTEM TO A LIKE NEW CONDITION, FROM LEASELINE TO LEASELINE PRIOR TO STORE OPENING. OUTLINE OF SUN6_%LA5S SPINNERS STORE HOURS DECAL ON INSIDE OF GLASS. BOTTOM OF HOURS DECAL TO ALIGN WITH STOREFRONT DOOR HANDLES. INST. BY T.G.C. STOREFRONT BLADE SIGN, SEE SIGN VENDOR DRAWINGS FOR DETAILS STOREFRONT BLADE SIGN, SEE SIGN VENDOR DRAWINGS FOR DETAILS CORNICE TO BE TO BE DRYVIT 310 'CHINA WHITE', BY L.L. 4 2' THICK EIFS PILLARS TO BE DRYVIT 113 'AMARILLO WHITE', BY L.L. SF2 EIFS FIELD TO BE DRYVIT 456 'OYSTER SHELL', BY L.L. :EIFS FIELD TO BE DRYVIT. COLOR TO BE FI5E-0110215 BY L.L. L.L. TO RE -SKIN AWNING TO MATCH 'SUNBRELLA ROYAL BLUE'. PROJECTION TO BE 4'-0'. SURFACE MTD. UNDER AWNING LIGHTING 'L' PROV. 4 INSTALLED BY L.L. SF4II 2' THICK EIFS PILLARS TO BE DRYVIT 113 'AMARILLO WHITE', BY L.L. 36' PUCK GRAPHICS PROVIDED BY FB INSTALLED BY T:G.C. COORDINATE EXACT LOCATION W/ FIVE BELOW. I EXTEfRIO� ELEVATION5 5CALE:1/4'-1'-0. 2 EXTEfRfOfR ELEVATION5 SCALE: I/4' = I'-0' SEALANT BETWEEN SPACER AND APPROVED SUBSTRATE LL. TO PROV. 4 INST. 1/4' X 1 1/2' GRAINGER STAINLESS STEEL SPACER, SIZE TO BE CONFIRMED WITH EXIST. EIFS CONSTRUCTION. STAINLESS STEEL WASHER L.L. TO PROV. 4 INSTALL NATIONAL 1/4' X 3 3/4' LAG SCREW EYES (STAINLESS STEEL PART 2151D3LA) EXIST. SUBSTRATE BEHIND EIFS— EXIST. MTL. STUD EXIST. EIFS TO REMAIN 5ANN :)TL./ EF5 SCALE: 3' = 1'-0' STOREFRONT FINISH STOREFRONT EIFS SYSTEM DRYVIT 'FIVE BELOW' BLUE SFl 1' MIN. DEPTH OUTSULATION PLUS MD SIGNAGE EIFS FI5E-0110215 STOREFRONT EIFS SYSTEM DRYVIT 'OYSTER SHELL' SF2 3' MIN. DEPTH OUTSULATION PLUS MD PRIMARY FACADE 456 EIFS 2'x4'FRAME 4 DRYVIT 'CHINA WHITE' ❑STOREFRONT SF3 1' MIN. EIFS CORNICE OUTSULATION PLUS MD FRAME AROUND BLUE 310 EIFS SYSTEM DRYVIT 'AMARILLO WHITE' ❑STOREFRONT 5F4 12'MIN. DEPTH OUTSULATION PLUS MD PILASTERS 113 112' x 12' x 1/4' STOREFRONT CROSSVILLE INC CROSS COLOR SOLIDS 8580 PORCELAIN BLUE TILE OCEANA SF6 STOREFRONT BRAKE METAL ALPOLIC OR SIM. FIVE BELOW BLUE MBU BLUE STOREFRONT BRAKE METAL ALPOLIC ORSIM. BRUSHED CLEAR N/A BASE CLADDING ANODIZED 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record CA L ERVICES LLC LI # Q2 DATE: 02/28/19 cm O Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 PERMIT/BID/OWNER D DATE REVISION PROJECT NAME / LOCATION MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE/ NUMBER EXTERIOR ELEVATIONS ENLARGED STOREFRONT PLAN MIA WATCHED A INDICATES CLEARANCE NEW DRIN0 PROVIDED L.L. SEE SPE FRP PANEL NEW MOP S 4 INSTALLE SPEC. THIS BROOM HOI BY F8, INST PAPERTOWE. PROVIDED E T.G.C., TYR C LOCATION WI NOTES: ALL TOILET ROOM FIXTURES, ACCESSORIES, FINISHES, TO BE SUPPLIED 4 INSTALLED BY L.L. UNLESS OTHERWISE NOTED. � TOILET R,001"f / FLUI"15ING; FIXfiUfQE fi=LAN SGQLE: 1/2'= V -m' DOOR MOUNTED ACCESSIBILITY SIGNAGE ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES: 1. LETTERS 4 NUMBERS MUST BE RAISED 1/32' FROM SIGN SURFACE. 2. CHARACTER HEIGHT MUST BE AT LEAST 5/8' BUT NOT EXCEED 2'. 3. TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS SERIF WITH GRADE 2 BRAILLE. 4. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM, NOTE: PLASTIC LAMINATE SECURED TO CENTER OF DOOR FACEt 60' AFF. (WOMEN SYMBOL 1/4' THICK 12' DIA.) (MENS SYMBOL 1/4' THICK TRIANGLE 12' SIDES) COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM COLOR AND CONTRAST OF THE DOOR USE NEMA RATING SELF -EXTINGUISHING ADHESIVE TO MOUNT. ACCESSIBLE SIGNAGE WILL BE PROVIDED IN ACCORDANCE WITH SECTION 1011.4 AND 115-103 OF CALIFORNIA BUILDING CODE. LEVER HANDLE NOTES: 1. DOORWAYS INTO UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4' THICK, 12' IN DIAMETER, WITH A 1/4' THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12' DIAMETER THE GEOMETRIC SYMBOL SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60' ABOVE THE FINISHED FLOOR AND SHALL BE OF A COLOR AND CONTRAST DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR 2. A PERMANENT IDENTIFICATION SIGN, INCLUDING RAISED LETTERS ACCOMPANIED BY BRAILLE, SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, THE SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60' ABOVE FINISHED FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3' OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING. 3. RAISED CHARACTERS OR SYMBOLS SHALL CONFIRM THE FOLLOWING: A. LETTERS AND NUMBERS ON THE PERMANENT IDENTIFICATION SIGN SHALL BE RAISED 1/32' MINIMUM AND SWALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. B. RAISED LETTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8' HIGH. C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6' IN HEIGHT. 4. CONTRACTED GRADE 2 BRAILLE SHALL BE USED ON THE PERMANENT IDENTIFICATION SIGN. DOTS SHALL BE 1/10' ON CENTERS IN EACH CELL WITH 2/10' SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40' ABOVE THE BACKGROUND. 5. LETTERS AND NUMBERS ON THE PERMANENT IDENTIFICATION SIGN SHALL HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. 6. CHARACTERS AND NUMBERS ON THE PERMANENT SIGN SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPERCASE X. LOWER CASE CHARACTERS ARE PERMITTED. 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. f5 ACCE55I5ILITi' 5fC�NAC�E NOTES UNISEX RESTROOM WALL MOUNTED MOUNTED ACCESSIBILITY SIGNAGESIGNAGE (USE BY CODE) 'r12' Ck OF DOOR DOOR MOUNTED 6 ACCESSIBILITY SIGNAGE (USE BY CODE) b WALL MOUNTED TACTILE EXIT SIGNAGE EXIT RESTROOMS T WALL MOUNTED TACTILE EXIT SIGNAGE NOTE: C LICE[- PQ2 EXPI DATE: 02/28/19 THIS DRAWINGS REPRESENTS MIN. REQUIREMENTS AND IS DIAGRAMATIC ONLY. EXACT LOCATION OF FIXTURES AND CONFIGURATION SHOULD BE COORDINATED WITH CONSTRUCTION DRAWINGS. MODIFY AS REQ'D. WATER CLOSET: ONE AT SIDE WALL 30 1/4' LONG (MIN.) MOUNTED MAX. 12' FROM FACE OF REAR V WALL. AMERICAN STANDARD 02461016- PRESSURE ASSIST. WATERS SAVER TOILET. COLOR: WHITE. WITH MATCHING OLSONITE "95 OPEN- FRONT SEAT. P2 (TOP OF SEAT AT 16 1/2' AFF. MAX) TOILET FLUSH CONTROL SHALL BE OPERABLE WITH ONE WAND, WITHOUT TIGHT GRASPING OR TWISTING OF THE WRIST, AND A MAX FORCE OF 5LBS. TOILET FLUSW CONTROL SHALL BE MOUNTED ON THE OPEN SIDE OF TANK (OPPOSITE SIDE WALL) AT A MAX WEIGHT OF 44' AFF, UNLESS OTHERWISE NOTED. LAVATORY: AMERICAN STANDARD *0321.015 ROXALYN WALL HUNG LAVATORY COLOR: WHITE WITH CERAMIX 2000.100 FAUCET NO. 1119.16 GRID. HOT WATER AND O DRAIN LINES LOCATED UNDER LAVATORY SHALL BE INSULATED OR OTHERWISE PROTECTED. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND, s WITHOUT TIGHT GRASPING OR TWISTING OF THE WRIST, AND A MAX FORCE OF 51-55. GRAB BARS: ONE AT SIDE WALL 42' LONG (MIN) MOUNTED MAX 12' FROM FACE OF REAR + + + t t t + + t + + + i + t t t + t + + t + t + i t t t t t t t + + t t t t + WALL. License #AR95329 ONE AT SIDE WALL 18' LONG (MIN) VERTICAL MOUNTED MAX 41' FROM FACE OF + + + + + + + + + + + + t t + t t t + + t + t + i REAR WALL. ONE AT BACK WALL 36' LONG (MIN) MOUNTED MAX 6' FROM FACE OF SIDE t t t t t t + t t t t + i WALL GRAB BARS SHALL BE 1 1/2' CLEAR FROM WALL (1 1/4' DIAMETER) MOUNTED ar F& AT 33' AFF TO CENTERLINE. 505RICK 5-58@6 SERIES WITH 2586 SERIES ANCHOR PLATES WITHSTAND 250 LB. VERTICAL AND HORIZONTAL PRESSURE GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. EDGES SHALL WAVE A MIN. RADIUS OF 1/8' SIGNAGE : PROVIDE HANDICAP SIGN 11/4' WIGH MOUNTED AT 60' AFF. ADJACENT TO LATCH51DE ACCESSORIES: MIRRORS "5165-2436 (PROV. 4 INST. BY LL.). TOILET PAPER DISPENSER SGA-56TR 4 DOJO SOAP DISPENSER 800 SERIES (PROV. BY F$. INSTALLED BY T.G.C.) T.G.C. TO COORDINATE LOCATION WITH GFCI OUTLET. WALL FINISH PROVIDE NON- ABSORBENT FINISH ON WALLS TO 4'-@' AFF. NOTES F.R.P. (OR APPROVED EQUAL) COLOR TO BE WHITE MOP SINK CRANE PLUMBING 0 M552424: 24'X24'X10' MOP BASIN, WHITE- FURBISH W/ FIAT 0830 -AA FAUCET W/ 3'1405E. DRINKING FOUNTAIN ELKAY MODEL EZSTLSC HI/LO STYLE PUSH BAR FRONT/SIDES TOILET PARTITIONS 505RICK, HIGH PRESSURE LAMINATE, CLASSIC SERIES 1541, COLOR BEIGE TOILET ACCE550fRi NOTES WALL MOUNTED ACCESSIBILITY SIGNAGE (USE EITHER/ OR BY CODE) ACCESSIBLE WALL MOUNTED ACCESSIBILITY SIGNAGE scaLE: N.rs. LAV. DEPTH KNEE CLEARANCE NEW 24' X 36' M DOJO SOAP DISI 800 SERIES, PR( INSTALLED BY T. PAPER TOWEL DISPENSER PRC INSTALLED BY T. NEW LAVATORY L.L. TO INSULATE LINES BELOW LA EA4 Aa CEILING WEIGHT FRP PANELS TO 4'-0' AFF. PROVIDE TRIM AT ALL EDGE SEE SPEC. BELOW DOUBLE COAT WOOK PROVIDED BY F5. INSTALLEI BY Tj3.C. TYP. OF I ON BACK OF EACH RESTROOM DOOR NEW VERTICAL GRAB BAR NEW GRAB BAR SEE SPEC. BELOW NEW TOILET PAPER HOLDER CEILING HEIGHT FRP TO 4'-0' AFF SEE SPECIFICATION BELOW NEW TOILET PAPER HOI NEW WATER CLOSET 25 LEVATICN A41 4' VINYL BASE BI LICE[- PQ2 EXPI DATE: 02/28/19 m _ V � W1 W1 P2 s' e' S. 40' v ) O 39' MIN. TO 41' MAX C==:D ===:D / s Professiofial of Record + + + t t t + + t + + + i + t t t + t + + t + t + i t t t t t t t + + t t t t + ` \ \ \ R1 License #AR95329 + + + + + + + + + + + + t t + t t t + + t + t + i t t t t t t + t t t t + i ar F& E rL Ra MIN, � TD c4 °� E a, V MAX E 25 LEVATICN A41 4' VINYL BASE BI 2E VATION A4.1 FRP PANELS ON ALL WALLS SURROUNDING DRINKING FOUNTAIN TO 4'-0' AFF. PROVIDE TRIM AT ALL EDGES. EW DRINKING FOUNTAIN. BE DEC. THIS SHEET. B1 4' VINYL BASE - NEW MOP SINK WITH FAUCET. SEE SPEC. THIS SWEET. NOTES: ALL TOILET ROOM FIXTURES, ACCESSORIES, FINISHES, TO BE SUPPLIED 4 INSTALLED BY L.L. UNLESS OTHERWISE NOTED. TOILET ROOM ELEVATION5 SCALE: I/2' = I'-0' CLEAR FLOOR E SPACE 19' MAX MAX TOE CLEAR FLOOR SPACE AT CLEARANCE LAVATORY SIDE WALL I?h BACK WALL SIDE ELEVATION AT DRINKING FOUNTAIN PLAN AT DRINKING FOUNTAIN NOTE: EQUIPMENT PERMITTED WITHIN DASHED LINES IF MOUNTED BELOW APRON. IIN. 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record CASCO PROFESSIONAL SERVICES LLC LICE[- PQ2 EXPI DATE: 02/28/19 m _ V � W1 W1 N s' e' v j' O C==:D ===:D / s Professiofial of Record + + + t t t + + t + + + i + t t t + t + + t + t + i t t t t t t t + + t t t t + ` \ \ \ R1 License #AR95329 + + + + + + + + + + + + t t + t t t + + t + t + i t t t t t t + t t t t + i 2E VATION A4.1 FRP PANELS ON ALL WALLS SURROUNDING DRINKING FOUNTAIN TO 4'-0' AFF. PROVIDE TRIM AT ALL EDGES. EW DRINKING FOUNTAIN. BE DEC. THIS SHEET. B1 4' VINYL BASE - NEW MOP SINK WITH FAUCET. SEE SPEC. THIS SWEET. NOTES: ALL TOILET ROOM FIXTURES, ACCESSORIES, FINISHES, TO BE SUPPLIED 4 INSTALLED BY L.L. UNLESS OTHERWISE NOTED. TOILET ROOM ELEVATION5 SCALE: I/2' = I'-0' CLEAR FLOOR E SPACE 19' MAX MAX TOE CLEAR FLOOR SPACE AT CLEARANCE LAVATORY SIDE WALL I?h BACK WALL SIDE ELEVATION AT DRINKING FOUNTAIN PLAN AT DRINKING FOUNTAIN NOTE: EQUIPMENT PERMITTED WITHIN DASHED LINES IF MOUNTED BELOW APRON. IIN. 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record CASCO PROFESSIONAL SERVICES LLC LICE[- PQ2 EXPI DATE: 02/28/19 m _ V p'. N v j' O s Professiofial of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record L10/12/18 PERMIT/BID/OWNER A DATE REVISION PROJECT NAME / LOCATION • MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALI. BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER RESTROOM DETAILS A4.1 - CLEAR TEMP. HANDICAP 4 GENDER/UNISEX N + In++ ry ++('(, +# # + + +# +%++++++ +# ## GLA55 O SIGNAGE AS PER STATE 4 STOREFRONT 180' SET* IA - SALES/CORRIDOR DOOR SET* IB - CORRIDOR STOCKROOM DOOR SET *2A - TOILET. *25 - MANAGER'S OFFICE/BREAK ROOM SET" 3 - EXIT DOOR WITH PANIC HARDWARE LOCAL CODES CLOSER: VIEWER HINGES: HALER A5850, 1-11/2 PAIR 5TAINLE55 STEEL. LOCK 2A: STANLEY MANUF. - BEST 9K3 -O -L -15 -STK -626 (26D) CLOSER NORTON 08501-H, HINGE SIDE MTD, HOLD -OPEN OPERATION. (SET TO BE 5L5. MAX OPENING FORCE) INCLUDE HOLD OPEN CLOSER TYP. OF I. •NEW CLOSER TO BE INSTALLED ON ALL (E) DOORS. ADJUST MOUNTING POINTS FOR MIN. 1200 ROTATION. N/A N/A o4� 5'-0'x8'-0' FRAMED OPENNG HINGES± HALER A5850, 1-11/2 PAIR STAINLESS STEEL MARKAR, ASSA ABLOY HINGE 051923, SUPPORT PIVOT, U52G. CLOSER 2A: NORTON 08501-H, HINGE SIDE MTD, (SET TO BE 5L5. MAX HINGES: HALER A5860,1-1/2 PAIR STAINLE55 STEEL MARKAR, ASSA ABLOY HINGE *51923, SUPPORT PIVOT, U52G. (� TOILET ROOMO2 zo 1 3/4' PULL IA: PUSH IA: Sn LOCK 25: STANLEY MANUF. - BEST 9K3-1-A5-15D-5TK-626 (26D) (MANAGER'S 4 EXCESS AREA) LOCK 2C: KABA-E-PLEX 2000 SERIES WITH POWERSTAR OPTION, 1 -PIN 5E5T ACCEPTABLE CORE, SATIN CHROME FINISH (15REAKROOM) EXIT DEVICE: ALARM EXIT DEVICE SINGLE DOOR: DETER •V40xE5xW, WEATHERIZED ALARMED RIM. DOUBLE DOOR: DETER *v40xE5xW, WEATHERIZED ALARMED RIM EXIT DEVICE DDH -2250 4 94 DOUBLE DOOR STRIKE (ACTIVE 4 INACTIVE LEAF) VERTICAL ROD EXIT DEVICE EXIT DEVICE TO HAVE '1 -PIN' BEST ACCEPTABLE CYLINDER •NEW EXIT DEVICE TO BE INSTALLED ON ALL• P-2 STAINLE55 *4. FINISHED METAL COUNTERSUNK SCREWS (SALES/CORRIDOR). In � i } } +((� + } + +++ ++ SILENCER: RESILIENT TYPE, REMOVABLE FOR REPLACEMENT, 3 EACH O - O O #}}} + + ++i #+ ++i ++ +# O *2A O 1'-0' 4'-0' 0 A. ALL HARDWARE LISTED BELOW SHALL BE SUPPLIED BY L.L., UNLESS OTHERWISE NOTED B. ALL HARDWARE SHALL HAVE SATIN CHROME FINISH, UNLESS OTHERWISE NOTED. C. OPENING SHALL BE MINIMUM OF 32' WIDE WHEN DOORS ARE AT A RIGHT ANGLE TO THE CLOSED POSITION. D. MAX EFFORT TO OPERATE DOOR SHALL NOT EXCEED 85 POUNDS FOR EXTERIOR DOORS AND 3 POUNDS FOR INTERIOR DOORS WITH A PULL OF PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAX EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 POUNDS WITH CLOSURE. E. INTERIOR METAL DOORS SHALL BE 20 GA. ALL EXTERIOR DOORS SHALL BE 18 GA, F. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30' AND 44' ABOVE THE FINISHED FLOOR D OCA TSFE& +++ # N + In++ ry ++('(, +# # + + +# +%++++++ +# ## 0 A. ALL HARDWARE LISTED BELOW SHALL BE SUPPLIED BY L.L., UNLESS OTHERWISE NOTED B. ALL HARDWARE SHALL HAVE SATIN CHROME FINISH, UNLESS OTHERWISE NOTED. C. OPENING SHALL BE MINIMUM OF 32' WIDE WHEN DOORS ARE AT A RIGHT ANGLE TO THE CLOSED POSITION. D. MAX EFFORT TO OPERATE DOOR SHALL NOT EXCEED 85 POUNDS FOR EXTERIOR DOORS AND 3 POUNDS FOR INTERIOR DOORS WITH A PULL OF PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAX EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 POUNDS WITH CLOSURE. E. INTERIOR METAL DOORS SHALL BE 20 GA. ALL EXTERIOR DOORS SHALL BE 18 GA, F. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30' AND 44' ABOVE THE FINISHED FLOOR DOOR NO. D OCA TSFE& DOOR MATERIAL LABEL DOOR SIZE A DCCRi4ARDWARE NCTEs O STOREFRONT ENTRY (EXISTING) O N/A STOREFRONT - SET* IA - SALES/CORRIDOR DOOR SET* IB - CORRIDOR STOCKROOM DOOR SET *2A - TOILET. *25 - MANAGER'S OFFICE/BREAK ROOM SET" 3 - EXIT DOOR WITH PANIC HARDWARE 02C - EXCESS AREA/ BREAKROOM DOORS CLOSER: NORTON "8501-H, HINGE SIDE MTD, (SET TO BE 51-5. MAX OPENING FORCE) ADJUST MOUNTING POINTS FOR MIN. 1200 ROTATION. HINGES: HALER A5850, 1-11/2 PAIR 5TAINLE55 STEEL. LOCK 2A: STANLEY MANUF. - BEST 9K3 -O -L -15 -STK -626 (26D) CLOSER NORTON 08501-H, HINGE SIDE MTD, HOLD -OPEN OPERATION. (SET TO BE 5L5. MAX OPENING FORCE) INCLUDE HOLD OPEN CLOSER TYP. OF I. •NEW CLOSER TO BE INSTALLED ON ALL (E) DOORS. ADJUST MOUNTING POINTS FOR MIN. 1200 ROTATION. N/A N/A (TOILET) 5'-0'x8'-0' FRAMED OPENNG HINGES± HALER A5850, 1-11/2 PAIR STAINLESS STEEL MARKAR, ASSA ABLOY HINGE 051923, SUPPORT PIVOT, U52G. CLOSER 2A: NORTON 08501-H, HINGE SIDE MTD, (SET TO BE 5L5. MAX HINGES: HALER A5860,1-1/2 PAIR STAINLE55 STEEL MARKAR, ASSA ABLOY HINGE *51923, SUPPORT PIVOT, U52G. (� TOILET ROOMO2 OPENING FORCE) 1 3/4' PULL IA: PUSH IA: HALER 4'x16' *31J, PULL PLATE W/*1J PULL, STAINLESS 04 FINISHED METAL (SALES/CORRIDOR) HALER 4:x16' *305 PUSH PLATE STAINLESS "4 FINISHED METAL W/ LOCK 25: STANLEY MANUF. - BEST 9K3-1-A5-15D-5TK-626 (26D) (MANAGER'S 4 EXCESS AREA) LOCK 2C: KABA-E-PLEX 2000 SERIES WITH POWERSTAR OPTION, 1 -PIN 5E5T ACCEPTABLE CORE, SATIN CHROME FINISH (15REAKROOM) EXIT DEVICE: ALARM EXIT DEVICE SINGLE DOOR: DETER •V40xE5xW, WEATHERIZED ALARMED RIM. DOUBLE DOOR: DETER *v40xE5xW, WEATHERIZED ALARMED RIM EXIT DEVICE DDH -2250 4 94 DOUBLE DOOR STRIKE (ACTIVE 4 INACTIVE LEAF) VERTICAL ROD EXIT DEVICE EXIT DEVICE TO HAVE '1 -PIN' BEST ACCEPTABLE CYLINDER •NEW EXIT DEVICE TO BE INSTALLED ON ALL• P-2 STAINLE55 *4. FINISHED METAL COUNTERSUNK SCREWS (SALES/CORRIDOR). STOP: IVES *436 FLOOR MTD. W/ RISER AS REQ'D., U526D STOP: HALER 210C IVES *438 FLOOR MTD. WITH RISER AS REQ'D, U526D. LOCK 15: KABA-E-PLEX 2000 SERIES W/ POWER5TAR OPTION, SILENCER: RESILIENT TYPE, REMOVABLE FOR REPLACEMENT, 3 EACH KICK PLATE: 46'44' 16 GA. KICK PLATE. INSTALL W/S.S. COUNTERSUNK SCREWS ON PUSH SIDE. - 1 -PIN BEST ACCEPTABLE CORE, SATIN CHROME FINISH. DOOR, MOUNTED IN FRAME. VERIFY SIZE WITH DOOR SIZE. *2A USED ONLY ON CORRIDOR/5TOCKROOM DOOR WHEN EGRESS CORRIDORS ARE REQ'D 4 SHOWN ON PLAN. FOOT: HOLD OPEN FOOT, HALER 21OD- U526D. • ONLY INSTALL IN LOCATIONS WHERE CLOSERS SILENCER: RESILIENT TYPE, REMOVABLE FOR REPLACEMENT, 3 EACH DOOR, MTD. IN FRAME. LOCK 1C: KABA-E-PLEX 2000 SERIES W/ POWER5TAR OPTION, EXCESS STORAGE AREAS THAT CONTAIN THE SPACE'S ELECTRICAL SMOKE SEAL: 'PEMKO' '588D (USE AT RATED DOORS ONLY) (2) 3'-0'x8'-0' 1 -PIN BEST ACCEPTABLE CORE, SATIN CHROME FIN15H W/ HAGAR 2821D MANUAL FLUSH BOLT, U526D W/ HAGAR PANELS MAY REQUIRE A KNOX BOX AND A SIGN STATING 'ELECTRICAL ROOM' FOR THE FIRE DEPARTMENT'S ACCESS. CONFIRM WITH LOCAL FOOT: HOLD OPEN FOOT, HALER 210D- U526D SUPPLIED 4 INSTALLED BY L.L. ADJUST CLOSER FOR A 120 DEGREE ROTATION 280X DUST PROOF STRIKE JURI5DICTION5 PRIOR TO PURCHASE AND INSTALLATION WEATHERING: ALUM) STEEL THRESHOLD COMPLETE WITH WEATHER-STRIPPING AND SMOKE 13/4' HOLLOW METAL - GASKET. (EXTERIOR DOORS) STOP: IVES *445 WALL MTD. OR *446 FLOOR MTD. AS REQ'D M5 SUPPLIED 4 INSTALLED BY L.L. ADJUST CL05ER TO A 120 DEGREE ROTATION OMANAGERS U526D O SECURITY: SECURITY ASTRAGAL, NATIONAL GUARD PRODUCTS M395P FULL HT. OF DOOR, HOLLOW METAL - 3'-0'x6'-8' INSTALL W/ SECURITY SCREWS KICK PLATE: 46'44' 16 GA. KICK PLATE. INSTALL W/5.5. SUPPLIED 4 INSTALLED BY L.L. OS OVERHEAD ROLL -UP DOORO5 COUNTERSUNK SCREWS ON PUSH SIDE. - - VIEWER: 180 DEGREE VIEWER - HALER 1155 SILENCER: RE51LIENT TYPE, REMOVABLE FOR REPLACEMENT, 3 EACH DOOR, MTD. IN FRAME. 5A/A5.0 CHAIN HOLD: HALER DOOR CHAIN - *30OD-25 11/2' - U526D SMOKE SEAL: 'PEMKO' *588D (USE AT RATED DOORS ONLY) 9O BREAK AREA FOOT: HOLD OPEN FOOT, HALER 21OD- U526D HOLLOW METAL - 3'-0'x6'-8' SET* 4 - ENTRY DOORS SET* 5 EXTERIOR ROLL -UP DOOR SET* 6 - INTERIOR ROLL -UP DOOR OPER CLOSER: NORTON *8501-H, OR APPROVED EQ. ADJUST MANUF: MOUNTING POINTS FOR MIN. 1200 ROTATION. ,NEW CLOSER TO BE INSTALLED ON ALL (E) DOORS COILING STEEL DOOR BY OVERHEAD DOOR - MANUF.: QMI SECURITY SOLUTIONS, 'STORESAFE' (IRD) SERIES 625 24 GAUGE DOOR IN FACTORY GRAY SOLID ALUMINUM SHUTTER, CURTAIN PROFILE: BAKED ENAMEL AL1 -E EXTRUDED ALUMINUM SINGLE WALL, COLOR GRAY OS 13/4' LOCK: (2) THROW BOLTS PER MANUF. 3'-0'x8'-0' PULL: HALER PULL *11E, 32D OR APPROVED EQ_ *PAI) LOCK PROV. BY FB 4 INST. BY T.G.C. W/ LOCK: (2) THROW BOLTS PER MANUF. SUPPLIED 4 INSTALLED BY L.L. ADJUST CLOSER TO A 120 DEGREE ROTATION PUSH: HALER PUSH *805, 32D OR APPROVED EQ. 5E5T GORE. KEY TO MATCH MANAGER'S OFFICE. 'PAD LOCK PROV. BY F5 4 INST. BY T.G.C. W/ BEST CORE. KEY TO MATCH MANAGER'S OFFICE. OPERATION: MANUAL -CHAIN HOIST LOCK: 1 PIN BEST ACCEPTABLE CYLINDER W/ TEE OPERATION: MANUAL - CHAIN HOIST PROV. BY F5 INST. TURN INSIDE 4 EXTERIOR CYLINDER GUARD, SPECS: 3' STRUCTURAL STEEL DOOR ANGLE GUIDES FU515LE LINK TIED INTO FIRE SYSTEM WHEN MAJOR MANUF. "CGL -26D WITH ALUMINUM BOTTOM BAR W/ BULB TYPE REQ'D. *NO LOCKSET TO BE INSTALLED ON INTERIOR WEATHER SEAL. BY T.G.C. VESTIBULE DOORS, WHEN VESTIBULE 15 SPECS: 3' STRUCTURAL STEEL DOOR ANGLE GUIDES INSTALLED. WEATHERING: HOOD BAFFLE SHALL BE INSTALLED DIRECTLY WITH ALUMINUM BOTTOM BAR W/ BULB TYPE TO THE INSIDE FACE OF THE MASONRY WALL 4 WEATHER SEAL. BLACK PLASTIC STOP: PAGER 2685 - FINISH TO MATCH STOREFRONT. SILICONE CAULKED AROUND THE ENTIRE *DOOR STOP USED ON INTERIOR VESTIBULES PERIMETER INSTALL AN EXTERIOR LINTEL WEATHERING: HOOD BAFFLE SPALL BE INSTALLED DIRECTLY DOORS ONLY, AS REQ'D. BRUSH SEAL TO LINTEL (WOOL) BLOCKING TO THE INSIDE FACE OF THE MASONRY WALL 4 NOTE: SHALL NOT BE USED) SILICONE CAULKED AROUND THE ENTIRE FOOT: HOLD OPEN FOOT, HALER 21OD- U526D. FINISH PERIMETER INSTALL AN EXTERIOR LINTEL TO MATCH STOREFRONT. BRUSH SEAL TO LINTEL (WOOD BLOCKING L.L. GENERAL CONTRACTOR TO SUPPLY WITH 1-1/2' THICK ,HOLD OPEN ON EXTERIOR DOOR ONLY. SPALL NOT BE USED) T.G.C. TO PROV. 4 INSTALL 'BEST 1 -PIN CONSTRUCTION' CORES ON ALL LOCKING DOORS WITH CONTROL KEY EDGE. PROV. BY WEATHERING: PER MANUF. SPECS, INCLUDING FLOOR SWEEPS. 2x4 WOOD, 4' L AND OPERATING KEY CHAIN FOLD: HALER - DOOR CHAIN - #300D-251/2' - U526D /, CLIPBOARD HOLDER ,EXTERIOR DOOR ONLY. THRESHOLD: 8' STANDARD MILL FINISHED THRESHOLD. BY T.G.C. ,NEW THRESHOLD TO BE INSTALLED ON ALL SEE PIC 9/FI.O (E) DOORS. ,NO THRESHOLD TO BE INSTALLED ON INTERIOR VESTIBULE DOORS. ,T.G.C. TO CLEAN THRESHOLD PRIOR TO WALK-THRI. _2 DCC � ALL TS W 4 A 5 F C 6 MUST COMPLY DOORS F ORIDAOVIDED PRODUCT UNDAPPROVALROVEPROCESS. FIRST DOOR NO. LOCATION ROOM NAME TYPE THICKNESS DOOR MATERIAL LABEL DOOR SIZE FRAME JAMB FINI5HE5 DOOR FINISH HARD TARE REMARKS O STOREFRONT ENTRY (EXISTING) O N/A STOREFRONT - (2) 3'-0'x1'-0' - CLEAR ANODIZED *4 EXISTING ADJUST CLOSER FOR A 120 DEGREE ROTATION 2O 5ALES/CORRIDOR O N/A N/A - 5'-0'x8'-0' FRAMED OPENNG 45/A5.0 P-2 - SUPPLIED 4 INSTALLED BY L.L. (� TOILET ROOMO2 1 3/4' HOLLOW METAL - V-0' X 6'-8' 4/A5.0 P-2 *2A EXISTING TO REMAIN. RE -PAINT AND NEW HARDWARE BY L.L. O TOILET ROOM O 13/4' HOLLOW METAL - 3'-0' X 6'-8' 4/A5.0 P-2 *2A EXISTING TO REMAIN. RE -PAINT AND NEW HARDWARE BY L.L. O5 EGRESS DOOR O4 13/4' HOLLOW METAL - (2) 3'-0'x8'-0' 4A/A5.0 P-2 03 SUPPLIED 4 INSTALLED BY L.L. ADJUST CLOSER FOR A 120 DEGREE ROTATION O CORRIDOR/STOCK O6 13/4' HOLLOW METAL - (1) 4'-0'x8'-0' 4 (1) 2'-0' X V-0' 4A/A5.0 P-2 M5 SUPPLIED 4 INSTALLED BY L.L. ADJUST CL05ER TO A 120 DEGREE ROTATION OMANAGERS OFFICE O 13/4' HOLLOW METAL - 3'-0'x6'-8' 4A/A5.0 P-2 *25 SUPPLIED 4 INSTALLED BY L.L. OS OVERHEAD ROLL -UP DOORO5 - - STEEL - 6'-0'x8'-6' 5A/A5.0 FACTORY 05 SUPPLIED 4 INSTALLED WITH R-19 INSULATION, BY L.L. F$. TO PROV, 4 TjG.C. TO INSTALL PADLOCK 9O BREAK AREA O 13/4' HOLLOW METAL - 3'-0'x6'-8' 4A/A5.0 P-2 *1C SUPPLIED 4 INSTALLED BY L.L. ADJUST CLOSER TO A 120 DEGREE ROTATION 10 SECONDARY STOCK OS 13/4' HOLLOW METAL - 3'-0'x8'-0' 4A/A5.0 P-2 *15 SUPPLIED 4 INSTALLED BY L.L. ADJUST CLOSER TO A 120 DEGREE ROTATION 3 pOOfi� SCNEDULE J,4115/4AD DTL. SCALE 3"-1'-m" STOCK ROOMIII II TOILET ROOM BEST CYLINDER EN4Y LOr KSET W/ TEE TURN INSIDE CAULK I I NEW WATER TIGHT ALUMINUM SADDLE SEALED I VINYL FLOORING CONCRETE �OORI FLOOR CURTAIN V4' s �l CAULK AT EXT. SIDE ONLY —� FULL HGT. 18 GA. STEEL GUARD —{ GYP. BD, PER FINISH SCHED. _o HOLLOW METAL DOOR FRAME W/METAL CLIP ANCHORS AND R WOOD BLOCKING METAL STUDS PER PLAN 2' HOLLOW METAL DOOR PER DOOR SCHEDULE ,USED AT CORRIDOR/ STOCKROOM DOOR AND MANAGERS OFFICE DOOR ONLY 4 J,4115/HEAD DTL. SCALE 3'=,'-;a' STARTING POINT OF FLOOR SLOPE ( INTERIOR) QUIK-ERIK GROUTED FULL HGT. REFER TO 5TRUC. DWG'S REINFORCIN GYP. BD. PER FINISH SCHED. HOLLOW METAL KNOCK DOWN DOOR FRAME W/METAL CLIP ANCHORS AND WOOD BLOCKING METAL STUDS PER PLAN J,4115/4AD DTL. SCALE 3'=1'-,a" 6 4 VY CAULK AT EXTERIOR ROLL UP SIDE ONLY DOOR FULL PGT. STEEL ,T, GUARD -------------- ;n 6' 18 GA. MTL. STUDS, EXTERIOR/INTERIOR GYP. BD. WALL CONSTRUCTION IV5. ,SCALE 1 1�1'=,'-ra' JI I SCALE I I�z'=,'-m' 1 " JI I SC,4LE 112'=I-(d� J SCALE 1 1�2'=I'-0-5 FT" EXICtIA I/_ D I SALES WALL VARIE: SEL PLAN PLAN T.G.C. TO SUPPLY 4 INSTALL 2X4 WOOD BLOCKING FOR TO SECURE CORNER MIRRORS. LOCATION TO BE DETERMINED ON SITE BY FB PM VARIES SEE PLAN 450 MITER 9 CORNER 3/4' MDF BOARD W/ MITERED CORNER G.G. TO INSTALL 2X BLOCKING @ ALL CORNERS 4 WALL FOR ASSEMBLY. FILL ALL NAIL/SCREW HOLES. CAULK ALL JOINTS 4 PREPARE FOR PAINT. — MOUNT MIRROR ON TOP OF CORNER FILLER, WHEN THERE IS NO FILLER, MOUNT MIRROR TO TOP OF 10' CAP SHELF. — T.G.C. TO PAINT TOP OF CORNER FILLER TO MATCH PER A1.0 TOP OF CORNER FILLER — PROVIDE 3/4' MDF TOP ON CORNER FILLER PROVIDE 2X BLOCKING ALL 4 SIDES FOR ATTACHMENT FROM TOP. TOP TO FIT INSIDE OF SIDE PANELS 50 THERE ARE NO EXPOSED EDGER PAINT TOP TO MATCH SIDES. 1 SHELVES ST -01 4'-0'W x 10'-0'H 4'-0' INSIDE POST to ranar nn�uainu 3/4' FRT PLYWOOD OVER 8J12 MTL. ---------- I w 0 • � � s I'-9 ' 6' Lu a Q PLYWOOD 4 METAL JOISTS lu ..... WOOD TRIM - •— ma IV5. ,SCALE 1 1�1'=,'-ra' JI I SCALE I I�z'=,'-m' 1 " JI I SC,4LE 112'=I-(d� J SCALE 1 1�2'=I'-0-5 FT" EXICtIA I/_ D I SALES WALL VARIE: SEL PLAN PLAN T.G.C. TO SUPPLY 4 INSTALL 2X4 WOOD BLOCKING FOR TO SECURE CORNER MIRRORS. LOCATION TO BE DETERMINED ON SITE BY FB PM VARIES SEE PLAN 450 MITER 9 CORNER 3/4' MDF BOARD W/ MITERED CORNER G.G. TO INSTALL 2X BLOCKING @ ALL CORNERS 4 WALL FOR ASSEMBLY. FILL ALL NAIL/SCREW HOLES. CAULK ALL JOINTS 4 PREPARE FOR PAINT. — MOUNT MIRROR ON TOP OF CORNER FILLER, WHEN THERE IS NO FILLER, MOUNT MIRROR TO TOP OF 10' CAP SHELF. — T.G.C. TO PAINT TOP OF CORNER FILLER TO MATCH PER A1.0 TOP OF CORNER FILLER — PROVIDE 3/4' MDF TOP ON CORNER FILLER PROVIDE 2X BLOCKING ALL 4 SIDES FOR ATTACHMENT FROM TOP. TOP TO FIT INSIDE OF SIDE PANELS 50 THERE ARE NO EXPOSED EDGER PAINT TOP TO MATCH SIDES. 1 SHELVES ST -01 4'-0'W x 10'-0'H 4'-0' INSIDE POST to ranar nn�uainu � GORNER FILLPR DTL=1 CORNER FILLER D%-2 Ea: STOCK SHELF ELEV. CEILING HEIGHT MUSK EQUIPMENT RACK PROVIDED 4 INSTALLED BY FB II' F$. TO PROVIDE CAT 5 CABLE FROM MU51C BOX TO ROUTER L.L. TO PROVIDE BLOCKING BEHIND SHELVING UNIT FOR EXTRA SUPPORT ERICO CADDY * MPLS 4 FACEPLATE r Fn 4'X 4' BACKER BOARD. PAINTED WHITE. TENANT PROVIDED FILE CABINET 2' CONDUIT WITH PULL STRING, OPEN IN WALL, FROM TOP OF CADDY MPLS OPENINGS TO 6'-8' ABOVE DECK FOR LOW VOLTAGE CABLE FED TO RACK AREA 3/4' FRT PLYWOOD OVER 8J12 MTL. ---------- w PLATFORM TO BE CONSTRUCTED WITH it I'-9 ' 6' Lu a Q PLYWOOD 4 METAL JOISTS lu WOOD TRIM 5/8' GYP. BOARD Lu OVER 3-5/8' e ' T 51/1' -s n STUDS • 16' O.G. o Q w w w PROVIDED BY FB. INSTALLED � GORNER FILLPR DTL=1 CORNER FILLER D%-2 Ea: STOCK SHELF ELEV. CEILING HEIGHT MUSK EQUIPMENT RACK PROVIDED 4 INSTALLED BY FB II' F$. TO PROVIDE CAT 5 CABLE FROM MU51C BOX TO ROUTER L.L. TO PROVIDE BLOCKING BEHIND SHELVING UNIT FOR EXTRA SUPPORT ERICO CADDY * MPLS 4 FACEPLATE r Fn 4'X 4' BACKER BOARD. PAINTED WHITE. TENANT PROVIDED FILE CABINET 2' CONDUIT WITH PULL STRING, OPEN IN WALL, FROM TOP OF CADDY MPLS OPENINGS TO 6'-8' ABOVE DECK FOR LOW VOLTAGE CABLE FED TO RACK AREA SCREW STOCK SHELF TO BLOCKING AT EACH UPRIGHT LOCATION CONTINUOUS 1X4 BLOCKING, TYP. T.G.C. TO SECURE TO EACH STUD ,4 SHOCK SNELP 5RACINI T.G.C. TO INSTALL F5 PROVIDED (4) 4'-0' L SURFACE MOUNTED HEAVY DUTY DOUBLE SLOTTED BLACK STANDARDS 4 FULL DEPTH BRACKETS 4 (1)12' DEEP X 8'-0' L 3/4' THICK 4 (2)12' DEEP X 5'-6' L BLACK MELAMINE SHELVES. INSTALL STANDARDS DIRECTLY TO EXIST./NEW STUDS AND GYP. BD. (G.C. TO ATTACH 0 ALL WALL STANDARD SCREW LOCATIONS. SCREW HOLE). SCREW SHELVES DOWN TO BRACKETS. ATTACH ALL STANDARDS SECURELY PER MANUF.'S REQUIREMENTS. 4' HIGH MELAMINE BACKSPLASH BY F5 INSTALLED BY TjG.C. —3' ROUND HOLE DRILLED 2' IN FROM 5ACKSPLA5H. PROV. BY FB INSTALLED BY T.G.C. —PLASTIC LAMINATE WILSONART- BLACK *1595-60 OVER 3/4' PARTICAL BD. W/ DOUBLE EDGES. PROV. BY FB INSTALL BY T.G.C. _2X4 PERIMETER SUPPORT BLOCKING SCREWED TO STUDS LEDGER —METAL BRACKET SUPPORT AND CLEAT. PROV. BY FB INSTALLED BY T.G.C. —TENANT PROVIDED SAFE. T.G.C. TO BOLT TO SLAB g 10 SHELVES ST -02 4'-0'W x 10'-0'H 4'-0' NSIDE POST TO FOST DIMENSION ------------ Lu 3/4' FRT PLYWOOD OVER 8J12 MTL. ---------- d PLATFORM TO BE CONSTRUCTED WITH it I'-9 ' 6' Lu a Q PLYWOOD 4 METAL JOISTS w WOOD TRIM 5/8' GYP. BOARD OVER 3-5/8' V-1 11 ' T 51/1' -s n STUDS • 16' O.G. o SCREW STOCK SHELF TO BLOCKING AT EACH UPRIGHT LOCATION CONTINUOUS 1X4 BLOCKING, TYP. T.G.C. TO SECURE TO EACH STUD ,4 SHOCK SNELP 5RACINI T.G.C. TO INSTALL F5 PROVIDED (4) 4'-0' L SURFACE MOUNTED HEAVY DUTY DOUBLE SLOTTED BLACK STANDARDS 4 FULL DEPTH BRACKETS 4 (1)12' DEEP X 8'-0' L 3/4' THICK 4 (2)12' DEEP X 5'-6' L BLACK MELAMINE SHELVES. INSTALL STANDARDS DIRECTLY TO EXIST./NEW STUDS AND GYP. BD. (G.C. TO ATTACH 0 ALL WALL STANDARD SCREW LOCATIONS. SCREW HOLE). SCREW SHELVES DOWN TO BRACKETS. ATTACH ALL STANDARDS SECURELY PER MANUF.'S REQUIREMENTS. 4' HIGH MELAMINE BACKSPLASH BY F5 INSTALLED BY TjG.C. —3' ROUND HOLE DRILLED 2' IN FROM 5ACKSPLA5H. PROV. BY FB INSTALLED BY T.G.C. —PLASTIC LAMINATE WILSONART- BLACK *1595-60 OVER 3/4' PARTICAL BD. W/ DOUBLE EDGES. PROV. BY FB INSTALL BY T.G.C. _2X4 PERIMETER SUPPORT BLOCKING SCREWED TO STUDS LEDGER —METAL BRACKET SUPPORT AND CLEAT. PROV. BY FB INSTALLED BY T.G.C. —TENANT PROVIDED SAFE. T.G.C. TO BOLT TO SLAB g 10 SHELVES ST -02 4'-0'W x 10'-0'H 4'-0' NSIDE POST TO FOST DIMENSION ------------ Lu � 5YERAGE SHELF ELE� 1IANAeEF,,S DESK ELEVATICN/ FLAN VIEI.0 scaLe3,4'-r-m. 4' BLACK PLASTIC LAMINATE COUNTERTOP WITH 1-1/2' THICK EDGE. 4' HIGH MELAMINE BACKSPLASW L.L. TO PROV. 4 INSTALL 2' X 6' CONTINUOUS WOOD BLOCKING ANGLED BRACKETS PROV. BY F$. 4 INST. BY TjG.C. 3.0 TO INSTALL F5 PROVIDED (3) 4'-0' L SURFACE OUNTED HEAVY DUTY DOUBLE SLOTTED BLACK fANDARD5 4 FULL DEPTH BRACKETS 4 (2)12' DEEP 5'-0' W 3/4' THICK BLACK MELAMINE SHELVES. INSTALL iANDARDS DIRECTLY TO EXISTINEW STUDS AND GYP. D. (G.C. TO ATTACH 0 ALL WALL STANDARD SCREW CATIONS. SCREW POLE). ATTACH ALL STANDARDS CURELY PER MANLVS REQUIREMENTS. SCREW 4ELVES DOWN TO BRACKETS. 'HIGH MELAMINE BACKSPLASH UPLEX OUTLET FOR MICROWAVE LA5TIC LAMINATE WILSONART-BLACK *1595-60 OVER 14' PARTICLE BD. W/ DOUBLE EDGES. PROV. BY F5 STALLED BY T.S.C. EDGER >UPLEX OUTLET FOR REFRIGERATOR EG PROV. BY F$. AND INSTALLED BY T.G.C. 4) 1/4-20 INSERTS 4 METAL LEG LEVELER lo E�IFLC"'rEE 5fi�EAK T�45LE ELEVATfCN SCALE3�4�'��-m� 3/4' FRT PLYWOOD OVER 8J12 MTL. ---------- d PLATFORM TO BE CONSTRUCTED WITH FRTW 4 METAL DECK OR STRUCTURAL DENSGLAS5 OR SIMILAR NON Lu a Q PLYWOOD 4 METAL JOISTS w WOOD TRIM 5/8' GYP. BOARD OVER 3-5/8' � 5YERAGE SHELF ELE� 1IANAeEF,,S DESK ELEVATICN/ FLAN VIEI.0 scaLe3,4'-r-m. 4' BLACK PLASTIC LAMINATE COUNTERTOP WITH 1-1/2' THICK EDGE. 4' HIGH MELAMINE BACKSPLASW L.L. TO PROV. 4 INSTALL 2' X 6' CONTINUOUS WOOD BLOCKING ANGLED BRACKETS PROV. BY F$. 4 INST. BY TjG.C. 3.0 TO INSTALL F5 PROVIDED (3) 4'-0' L SURFACE OUNTED HEAVY DUTY DOUBLE SLOTTED BLACK fANDARD5 4 FULL DEPTH BRACKETS 4 (2)12' DEEP 5'-0' W 3/4' THICK BLACK MELAMINE SHELVES. INSTALL iANDARDS DIRECTLY TO EXISTINEW STUDS AND GYP. D. (G.C. TO ATTACH 0 ALL WALL STANDARD SCREW CATIONS. SCREW POLE). ATTACH ALL STANDARDS CURELY PER MANLVS REQUIREMENTS. SCREW 4ELVES DOWN TO BRACKETS. 'HIGH MELAMINE BACKSPLASH UPLEX OUTLET FOR MICROWAVE LA5TIC LAMINATE WILSONART-BLACK *1595-60 OVER 14' PARTICLE BD. W/ DOUBLE EDGES. PROV. BY F5 STALLED BY T.S.C. EDGER >UPLEX OUTLET FOR REFRIGERATOR EG PROV. BY F$. AND INSTALLED BY T.G.C. 4) 1/4-20 INSERTS 4 METAL LEG LEVELER lo E�IFLC"'rEE 5fi�EAK T�45LE ELEVATfCN SCALE3�4�'��-m� 0=9010,"400. ,45.0 3/4' FRT PLYWOOD OVER 8J12 MTL. JOISTS * 16' O.C. ABOVE TOILET ROOMS 4 OFFICE OR OVER EXISTING FRAMING. PLATFORM TO BE CONSTRUCTED WITH FRTW 4 METAL DECK OR STRUCTURAL DENSGLAS5 OR SIMILAR NON COMBUSTIBLE MATERIAL BETWEEN FRT PLYWOOD 4 METAL JOISTS IX4FRT WOOD TRIM 5/8' GYP. BOARD OVER 3-5/8' STUDS • 16' O.G. 0=9010,"400. ,45.0 12 X45.0 CLNG. HEIGHT DOUBLE GOAT HOOKS PROVIDED BY FB. INSTALLED BY TJ3.C. TYP. OF 2 P3 OIL DOOR HEIGHT BULLETIN BD. P3 PROV. BY F5 INST. ' BY T.G.C. BLACK PLASTIC LAMINATE COUNTERTOP WITH 1-1/2' THICK T.G.C. TO PROV. 4 INSTALL EDGE. PROV. BY 2x4 WOOD, 4' L FB INSTALLED /, CLIPBOARD HOLDER BY T.G.C. SEE PIC 9/FI.O 4' HIGH MELAMINE FIRST 5ACK5PLASP. PROV. AID KIT P2 BY FB INSTALLED BY T.G.C. KEY CABINET SUPPLIED BY FB INSTALLED BY L.L. TO PROV. 4 - T.G.C. INSTALL ABOVE INSTALL 2' X 6' LIGHT SWITCH a CONTINUOUS WOOD :r BLOCKING e ; i \� `b - ! LEDGER - METAL BRACKET n / SUPPORT AND CLEAT. PROV. BY FB II'4 VATION 4' VINYL BASE L 3 POCKET WALL FILE HOLDERS SUPPLIED INSTALLED BY T.G.C.IIB VATION Bl 4' VINYL BASE Bli BY FB INSTALLED BY T.G.C. VERIFY HEIGH A5.0 OF HOLDERS WITH FIVE BELOW PM 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record CASC SERVICES LLC LICE 2 DATE: 02/28/19 _cc N Professional of Record JAMES A. SCHMITT License #AR95329 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION BELW MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: RTW SHEET TITLE / NUMBER DOOR SCHEDULE, OFFICE, BREAK TABLE, NOTES & DETAILS A5.0 WALL PER SITE Packing Cat CONDITIONS 4 REFER SKID -wrap color TO FIX. INSTALL PER PER MANUF. SPECS. MANUF. DTL5 a 1x4 FIX. BLOCKING PER PLAN 4 SITE REFER TO MANUF. BOARD PER MANUF. SPECS ANCHORING DTL5. B - (BLUE) LINE OF BASE DECK 4 BOLT/WELD ADD. SUPPORT SHELVES ABOVE a FIX. UPRITE MOUNT PER 4 MANUF. SPECS SHELVING ABOVE AS ADDITIONAL BLOCKING 10-00033 Instruction Sheet & Label 1 AS REQ'D PER MANUF. 4 SPECS. ADD ADD. SUPPORT 730=EO-I BOLTAUELD FOR SHELVING AS ADDITIONAL SUPPORT 2 BRACKETS, SIZE PER 80-5B556 Door Stop; 5" (Qty Varies) Contractor 0 SHELF DEPTH INSTALL 4 MODIFY Filing Cabinet w/ Lock BOTTOM 4 CENTER ADD, WALL UPRIGHTS w AS REQ'D 4 INSTALL °D Q PER MANFU. SPECS FIXTURE BASE PER PLAN n� WALL PER SITE CONDITIONS 4 REFER TO FIX. INSTALL. PER MANUF. DETAILS 1x4 FIX. BLOCKING REFER TO MANUF. ANCHORING DTL5. FIX. WALL UPRITE MOUNT PER MANUF. SPECS Packing Cat a SKID -wrap color A PER MANUF. SPECS. EXISTING COLUMN a a PER PLAN 4 SITE B BOARD PER MANUF. SPECS CONDITIONS B - (BLUE) C BOLT/WELD ADD. SUPPORT Contractor to assemble/install a MODIFY BASE DECK 4 80-513506 Coat Hook Rack Contractor 1 SHELVING ABOVE AS Anchor Bolts (2 per Mirror) 0 10-00033 Instruction Sheet & Label 1 REQ'D AROUND COL. 4 F w ADD ADD. SUPPORT 730=EO-I °D 4 FOR SHELVING AS Contractor 2 REQ'D 80-5B556 Door Stop; 5" (Qty Varies) Contractor 0 80-56384 Double Hook Contractor 4 INSTALL 4 MODIFY Filing Cabinet w/ Lock BOTTOM 4 CENTER 2 RAILS PER MANUF. 80-56143 First Aid Kit Contractor 1 SPEC5 80-56172 Mop & Broom Bracket Organizer Contractor 1 FIXTURE BASE BOARD PER MANUF. SPECS BRACKETS, INSTALL Contractor PER MANUF. SPECS PER PLAN n� WALL PER SITE CONDITIONS 4 REFER TO FIX. INSTALL. PER MANUF. DETAILS 1x4 FIX. BLOCKING REFER TO MANUF. ANCHORING DTL5. FIX. WALL UPRITE MOUNT PER MANUF. SPECS U FIXTURE FLAN �F, �ALL FIXTUFE SECTION EXISTING COLUMN PER PLAN 4 SITE CONDITIONS EXISTING WALL PER SITE CONDITIONS 4 REFER TO FIXTURE INSTALLATIONS PER MANUF. DETAILS ADDITIONAL BLOCKING AS REQ'D PER MANUF. SPECS, INSTALL 4 MODIFY PEG BOARD PER MANUF. SPECS Ix4 FIXTURE BLOCKING REFER TO MANUF. ANCHORING DETAILS FIXTURE WALL UPRITE MOUNT PER MANUF. SPECS BOLT/WELD ADDITIONAL SUPPORT BRACKETS, SIZE PER SHELF DEPTH MODIFY SHELVING 4 SHELF SUPPORTS AS REQ'D AROUND COLUMN, TYP, INSTALL SPLICER RAILS PER MANUF. SPECS — ADDITIONAL WALL UPRIGHTS 4 BASE BRACKETS AS REQ'D 4 INSTALL PER MANFU. SPECS INSTALL 4 MODIFY PEG BOARD PER MANUF. SPECS ADDITIONAL BLOCKING A5 REQ'D PER MANUF SPECS. INSTALL 4 MODIFY BOTTOM 4 CENTER RAILS PER MANUF. SPECS 1x4 FIXTURE BLOCKING REFER TO MANUF. ANCHORING DETAILS MODIFY BASE DECK AS REQ'D AROUND COLUMN 4 ADD ADDITIONAL SUPPORT FOR SHELVING AS REQ'D I UJALL FIXiURE 5EGfiION NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FIXTURE MODIFICATIONS. THESE DRAWINGS ARE A BASIC FIXTURE REPRESENTATION 4 ALL MODIFICATIONS SHOULD BE MODIFIED PER CURRENT FIXTURE PLANS. LIGHT 5CX ELEVATION LIGHT BOX TO ALIGN WITH FRONT OF 13" TOP SHELF LIGk47 pox siIDE ViE�u 2 LIC;PHT 50X �DEiA1L I SKID Item Description Airmatic Part # Packing Cat ADD. BLOCKING A5 REQ'D SKID -wrap color A PER MANUF. SPECS. Contractor to assemble/install A - (RED) INSTALL 4 MODIFY PEG LB2-50 2" Hook; PK -50 Contractor 2 B BOARD PER MANUF. SPECS Unopened, leave in stockroom B - (BLUE) C BOLT/WELD ADD. SUPPORT Contractor to assemble/install PROV. BY FB, INST. BY T.G.C. BRACKETS, SIZE PER SHELF 80-513440 Cable Ties; 8" Contractor 1 80-513506 Coat Hook Rack Contractor 1 DEPTH Anchor Bolts (2 per Mirror) 0 10-00033 Instruction Sheet & Label 1 MODIFY SHELVING AS REQ'D Core Kit AROUND COLUMN, TYP. 730=EO-I 80-513248-1713 Door Chime Contractor 2 INSTALL SPLICER RAILS PER 80-5B556 Door Stop; 5" (Qty Varies) Contractor 0 80-56384 Double Hook Contractor 4 MANUF. SPECS Filing Cabinet w/ Lock Contractor 2 C - (RED) 80-56143 First Aid Kit Contractor 1 INSTALL 4 MODIFY PEG 80-56172 Mop & Broom Bracket Organizer Contractor 1 80-513036 Office Chair Contractor 1 BOARD PER MANUF. SPECS Security Camera Contractor 1x4 FIXTURE BLOCKING REFER 80-513026 Self -Closing Trash Can Contractor 0 TO MANUF. ANCHORING DTL5. 80 -58346 -FB Drum; Large Labeled Contractor 4 80 -5B345 -FB 0 Contractor 4 INSTALL 4 MODIFY BTM, 4 80 -5B344 -FB Drum; Small Labeled Contractor 2 80-56439 CENTER RAILS PER MANUF. Contractor SPECS D Contractor Contractor to assemble/install ADD. BLOCKING AS REQ'D 80 -5B345 -FB Drum; Medium Labeled PER MANUF. SPECS. ro 4 D - (RED) MODIFY BASE DECK AS 80-513439 Wire Grid Basket (Qty Varies) Contractor 1 80-56417-1713 Wheelbarrow Pan (Qty Varies) Contractor 0 REQ'D AROUND COLUMN 4 Contractor Contractor to ADD ADD. SUPPORT FOR E - (RED) 80-58486 4 -Tier Rack Contractor 4 SHELVING AS REQ'D 80-513249 Hand Truck, Convertible Contractor 1 80-513336 Roil Towel Dispenser " Contractor 0 ADD. WALL UPRIGHTS 4 BASE BRACKETS AS REQ'D 80-56369 Sand Contractor 1 80-513217 Shopper Bag Rack Contractor 2 80-513796 Stand f/ Rolling Basket Floor Fixture 4 80-56788 Umbrella Rack Contractor 1 4 INSTALL PER MANFU. Contractor Contractor to SPEC5 U FIXTURE FLAN �F, �ALL FIXTUFE SECTION EXISTING COLUMN PER PLAN 4 SITE CONDITIONS EXISTING WALL PER SITE CONDITIONS 4 REFER TO FIXTURE INSTALLATIONS PER MANUF. DETAILS ADDITIONAL BLOCKING AS REQ'D PER MANUF. SPECS, INSTALL 4 MODIFY PEG BOARD PER MANUF. SPECS Ix4 FIXTURE BLOCKING REFER TO MANUF. ANCHORING DETAILS FIXTURE WALL UPRITE MOUNT PER MANUF. SPECS BOLT/WELD ADDITIONAL SUPPORT BRACKETS, SIZE PER SHELF DEPTH MODIFY SHELVING 4 SHELF SUPPORTS AS REQ'D AROUND COLUMN, TYP, INSTALL SPLICER RAILS PER MANUF. SPECS — ADDITIONAL WALL UPRIGHTS 4 BASE BRACKETS AS REQ'D 4 INSTALL PER MANFU. SPECS INSTALL 4 MODIFY PEG BOARD PER MANUF. SPECS ADDITIONAL BLOCKING A5 REQ'D PER MANUF SPECS. INSTALL 4 MODIFY BOTTOM 4 CENTER RAILS PER MANUF. SPECS 1x4 FIXTURE BLOCKING REFER TO MANUF. ANCHORING DETAILS MODIFY BASE DECK AS REQ'D AROUND COLUMN 4 ADD ADDITIONAL SUPPORT FOR SHELVING AS REQ'D I UJALL FIXiURE 5EGfiION NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FIXTURE MODIFICATIONS. THESE DRAWINGS ARE A BASIC FIXTURE REPRESENTATION 4 ALL MODIFICATIONS SHOULD BE MODIFIED PER CURRENT FIXTURE PLANS. LIGHT 5CX ELEVATION LIGHT BOX TO ALIGN WITH FRONT OF 13" TOP SHELF LIGk47 pox siIDE ViE�u 2 LIC;PHT 50X �DEiA1L I SKID Item Description Airmatic Part # Packing Cat Qty f/ Str # SKID -wrap color A Contractor (AZAR) Contractor to assemble/install A - (RED) 80-56855 AZAR Skid 2014 Contractor 1 LB2-50 2" Hook; PK -50 Contractor 2 B Store Items Unopened, leave in stockroom B - (BLUE) C Contractor Contractor to assemble/install PROV. BY FB, INST. BY T.G.C. 80-58112 3 -Pocket Wail File Contractor 1 80-513440 Cable Ties; 8" Contractor 1 80-513506 Coat Hook Rack Contractor 1 80 -58020 -FB Convex Mirror; 30" Dia (Qty Varies) Contractor 0 Anchor Bolts (2 per Mirror) 0 10-00033 Instruction Sheet & Label 1 80-513854 Core Kit 1 730=EO-I 80-513248-1713 Door Chime Contractor 2 80-5B556 Door Stop; 5" (Qty Varies) Contractor 0 80-56384 Double Hook Contractor 4 80-513011 Filing Cabinet w/ Lock Contractor 1 C - (RED) 80-56143 First Aid Kit Contractor 1 80-56009 Key Cabinet Contractor 1 80-56172 Mop & Broom Bracket Organizer Contractor 1 80-513036 Office Chair Contractor 1 80 -5B848 -FB Security Camera Contractor 6 80-513026 Self -Closing Trash Can Contractor 0 80-56027 Self -Closing Trash Can Lid Contractor 0 80 -58346 -FB Drum; Large Labeled Contractor 4 80 -5B345 -FB Drum; Medium Labeled Contractor 4 80 -5B344 -FB Drum; Small Labeled Contractor 2 80-56439 Wire Grid Basket (Qty Varies) Contractor 1 D Contractor Contractor to assemble/install 80-56346-1713, Drum; Large Labeled Contractor 4 80 -5B345 -FB Drum; Medium Labeled Contractor 4 D - (RED) 80 -5B344 -FB Drum; Small Labeled Contractor 2 80-513439 Wire Grid Basket (Qty Varies) Contractor 1 80-56417-1713 Wheelbarrow Pan (Qty Varies) Contractor 0 E Contractor Contractor to assemble/install E - (RED) 80-58486 4 -Tier Rack Contractor 4 80 -5B345 -FB Drum; Medium Labeled Contractor 1 80-513249 Hand Truck, Convertible Contractor 1 80-513336 Roil Towel Dispenser " Contractor 0 80-58362 Safe Contractor 1 80-56369 Sand Contractor 1 80-513217 Shopper Bag Rack Contractor 2 80-513796 Stand f/ Rolling Basket Floor Fixture 4 80-56788 Umbrella Rack Contractor 1 F Contractor Contractor to assemblelinstall F - (RED) 80-56363 RH Beverage Cooler Contractor 0 80-5B768 LH Beverage Cooler Contractor 0 80 -56180 -FB Locker; 6 Person Contractor 1 Wheelbarrow Handles 0 Wheelbarrow Hardware Kit 0 TRU-795325 Wheelbarrow Lag Bolts 0 10-00032 Wheelbarrow Manual & Label 1 G Contractor Contractor to assemble/install 80-56863 Bicycle Contractor 0 G - (RED) 80-56828 Calendar Fixture w/ Graphic Kit- Contractor 1 80-513857 Sign Holder f,` Calendar Fixture Contractor 1 80-56485 Custom 4 -Way Contractor 6 80-56293 12" Hook f/ 4 -Way Contractor 580 80-56797 4" Hook Contractor 110 80-56509 10" Hook Contractor 150 80-5B388 DVD Fixture Contractor 2 80-56173 Trash Cart; Canvas Contractor 0 80-56787 Jump Rope Fixture Contractor 1 80-5B794 Gift Wrap Rack Contractor 1 80-56755 Wardobe Arm Kit Contractor 2 H Contractor Contractor to assemblelinstall H - (RED) 80 -58236 -FB Rolling Sign Contractor 1 80 -513219 -FB Sign Holder f/ Stanchion Contractor 2 80 -5#192 -FB Stanchion; Chrome w/ Red Belt (Qty Varies) Contractor 0 80 -56106 -FIB Tele -Bracket; 48" (Qty Varies) Contractor 0 Hardware (4 per Bracket) 0 80-5B829 Endcap fl Tele -Bracket L&R Contractor 0 1 Contractor Contractor to assemblelinstall - (RED) 80-56041 Bulletin Board Contractor 1 80 -5B411 -FB Endcap f/ Baker's Rack Contractor 2 Hardware Contractor 2 80-5B296 ENERGIZER Rack Contractor 1 80 -58241 -FB Floorstand Contractor 1 80 -56242 -FB Literature Basket Contractor 1 80-56243 Black Acrylic Contractor 1 Label f/ Black Acrylic Contractor 2 Floorstand Box Contractor 1 80 -58700 -FB Magnet Spinner Top Contractor 1 Bottom Contractor 1 80-56359 Poster Frame; PK -3 Contractor 2 80-56681 S -Hook f/ Poster Frame Contractor 2 J Contractor Contractor to assemblelinstall J - (RED) 80-5B517 Sunglass Fixture; Men's Contractor 1 1 K Floor Fixtures Contractor to assemblelinstall ADFIV004 Acrylic Fake -Out; PK -22 Floor Fixture 2 80-56215-F13 L -Bracket (Qty Varies) Floor Fixture 0 80 -5B254 -FB Mobile -Fold Table Floor Fixture 1 K - (RED) 80-56778 PVC Bin Floor Fixture 40 80-56503 Wildberry Fixture Floor Fixture 1 ADFIV001 Clear Bucket; 8x8x8 w/ Feet No Hook Floor Fixture 55 ADFIV002 Single Divider Floor Fixture 23 80-5B782 Rolling Basket Floor Fixture 40 80-513835 Watch Holder; PK -5 Floor Fixture 1 L Stockroom Unopened, leave in stockroom L - (BLUE) M Floor Fixtures Contractor to assemble/install 80-56735 Duck Tape Fixture Floor Fixture 0 80-513389 DVD Shelf with Lip Floor Fixture 18 80-5B390 DVD Shelf without Lip Floor Fixture 2 80-58391 End Cap Shelf Floor Fixture 6 M - (RED) 80-56838 Metal T -Shirt Frame; Solid Design PK -8 Floor Fixture 12 80-58459 Plastic Strip f/ Baker's Rack Floor Fixture 80 80 -58218 -FB Shopper Bags Floor Fixture 80 80 -56761 -FB Walk -Off Mat; HD, 4'x 6' Floor Fixture 2 N Office / Bathroom Unopened, leave in stockroom N - (BLUE) 0 POS Low Voltage Vendor to open 0 - (BLACK) P Contractor Contractor to assemble/install P - (RED) 80-5B516 Sunglass Fixture; Women's Contractor 1 2 Q Contractor Contractor to assemblelinstall Q - (RED) 80-58439 Wire Grid Basket Qt Varies Contractor 0 R Cash Wrap Unopened, leave in stockroom R - BLUE S Floor Fixtures Contractor to assemble/install S - (RED) CB25104-30 Scarf Bar Peg; PK -30 Floor Fixture 1 MPBW13 Multi -Purpose Bracket Wire, Pair LH/RH, 13D Floor Fixture 36 CWB413 Continuous Wire Basket, 48W, 13D Floor Fixture 36 CWB13D Continuous Wire Basket Divider, 13D Floor Fixture 90 FSF43 Free Standing Wire Front, 48W, 3H Floor Fixture 60 80-58849 07064 6 -Tier Spinner Displayer Floor Fixture 3 80-5B851 07117 Sign f/ BB Spinner Hder Card w/ Price Floor Fixture 1 80-56852 07148 Sign f/ Beanie Boos Hdr w/ $4.99 Floor Fixture 1 80-513853 07192 Sign f/ Beanie Ballz Hdr Card w/ Price Floor Fixture 1 80-5B786 Unique Acrylic Dividers; PK -81 Floor Fixture 1 T Floor Fixtures Contractor to assemblelinstall 80-56856 Duckling Fixture Floor Fixture 1 80-5B864 Power Panel f/ Duckling Fixture Floor Fixture 1 FSF33 Free Standing Wire Front, 36W. 3H Floor Fixture 20 WWP4814WB Wire Wing Panel, 48H, 14W Floor Fixture 0 T - (RED) XT401 Crosstube, 1" Sq, 48W, 01" Projection Floor Fixture 36 XT301 Crosstube, 1" Sq, 36W, 01" Projection Floor Fixture 5 XTAS12 T -Base 1" Sq Crosstube Arm Floor Fixture 144 LXBP401 Crossbar; 48" x 1" Floor Fixture 10 SC Cart Corral Unopened, leave in stockroom SC 80 -5B256 -FB Shopping Cart w/ Child Seat Contractor 1 0 80 -56201 -FB Shopping Cart w/out Child Seat Contractor 0 CC Cart Corral Contractor to assemblelinstall 80-513771 Cart Coll (Qty Varies), Sides Contractor 0 Back 0 CC 80-58772 Cart Corral;Sm (Qty Varies) Sides Contractor 0 Back 0 LD Ladder Unopened, leave in stockroom LD 80-56187 Ladder; 10' Stockroom 1 PJ Pallet Jack Unopened, leave in stockroom Pi 80-56762 Pallet Jack IStockroom 1 1 NOTES: T.G.C. TO PROVIDE SCREW EYE NOTE: ODD * 5 NOT PRINTED ON SHELF HOOKS IN MULLION FOR SIGN ATTACHMENT. POSTS FINISH BOARD 51ZE: 24'X 40' W/GROMMET EACH TOP CORNER, DD -5 24'W X 6'H F52110031RE SEAR RVICE DOOR PROV. BY FB, INST. BY T.G.C. I5C LLAN CU5 DECALS 730=EO-I 16'W X 6'H F52210020 SALES STOCK DOOR PROV. BY FB, INST, BY T.G.C. OH -1 8'W X 9'H F52110021 STORE FRONT WINDOW PROV. BY FB, IN5T. BY T.G.C. E� � L�E E L 54�R F-,OL� TOLUE � XTL�F,,E & cofRNEfR MI ofR BOG. ,a F'05TEFfXTUfRE $ DETAIL Step 1: Thread (5) screws into each grid with tubing before assembly. Note: Do not screw In fully for proper assernbly. Step 2'. Following (figA) atta ch grids with key hole plates to grids with tubing makirg sure end caps are located or the top of d1spiay. Tighten all screws tohold grids in place. Nates If any tetter labels are showing, the lisp) ay is assembled incorrectiv. a 9�a,v } A NOTE: Shelf hooks must rest on grids with tubing. Five Below Wire Grid Basket #80-56439 Instruction Sheet MUST MATCH LETTER LABELS tTHROUGH D IN EACH CORN'EI N0TEi WHEN MOVING BASKET, MAKE SURE WHEEL BRAKES ARE UNLOCKED, Step 4: Place shelf into unit at location shown above by inser ting one end mit th hooks (A) first followed by opposite end (B)as shown. NOTE; DO NOT REMOVE CLEAR PLASTIC SLEEVES ON ENDS OF SHELF WIRES Final should look like this p �ket Step 3'. Snap (4) wheels into bottom of corner tubing, placing wheels with brake on same side ofbin ASSEM=PAMELSASSEMBLE 3RD SIDE t3&Acle. rressrnenWPK swaw3. die4,%ir>dri!rwe 2,0 SMALL BALL BARREL ASSEMBLY ALIGN SHELF WITH THE OPEN HOLES ATTACH MAONETIC SION !l Seam SHELF with (3) LONG BOLTS 4, s#a-.•da rn ki deNte6 al o%+cn axS htklat we FIG. 3. M 1 FIG Z I r ) gg N I., WNr, N � _ ASSEMBLE 2 PANELS ASSEMBLE 3RD SIDE I ALIGN SHELFWTH THE OPEN HOLES ATTACH MAGNETIC SIGN TPugd;3l Si4aAT 8OkTS hmnottt+Nic. G`s_s3mE meMmd is aifd3rd txYzeR W, desdreet a4ks&tx: lx�d'��" ePG. 3. Rzectlievnufr tiiWN,?�dd. a,,df* ` '� Irxl holt ScirUrthzrs:w#h+xa3lerarnf �,<hetrtimrr<,a�`tlphMnal#Nudti+d�. MEDIUM BALL BARREL ASSEMBLY ASSEMBLY INSTRUCTIONS FOR MESH BARRELS: -SPORTS BARRELS: MESH BARRELS ON THE BALL PLATFORM TO HAVE THE BASES INSTALLED AT THE BOTTOM - WHEELBARROWS: MESH BARRELS ON THE WHEELBARROW TO HAVE THE BASES INSTALLED 1/3 FROM THE BOTTOM 10 5,4LL 54�R��EL Ae5E1�15L-�' 4 INSTALLAiION 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record SUBMITTED FOR REFERENCE ONLY Professional of Record Professional of Record Professional of Record 10/12/18 PERMIT/BID/OWNER D DATE REVISION PROJECT NAME / LOCATION MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT N0, 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: BKN SHEET TITLE / NUMBER SIGNAGE F1.0 T.G.C. TO ADJUST 5C SPRING HINGE TO Fl.l CLOSE GATE. 3'-2' CASH WELL UNIT TRANSACTION COUNTER— CA OUNTER—CA Lu �a ® 5A A FI.1 ANTI FATIGUE MAT F-4 PROVIDED BY FIVE BELOW— POWER POLE FOR ELEC. 4 DATA PROV. BY FB INST. BY T.G.C. CHECK OUT SIGN POLE *1 PROVIDED BY FB INSTALLED BY Tj3.C. TYP OF 5. CHECK OUT SIGN POLE *2 PROVIDED BY FB INSTALLED BY T.G.C. TYP OF 5. 4'_�/2' CHECK OUT SIGN POLE *3 PROVIDED BY FB INSTALLED BY T.G.C. TYP OF 5. LOCATION OF DMX 4 MNG'S TONE 4CALL BUTTONS. 5D 3 FL1 FL1 5'-4V2' CHECK OUT SIGN POLE *4 PROVIDED BY FB INSTALLED BY T.G.C. TYP OF 5. 5'-6y' T.G.C. TO CLEAN SILICONE ON CASHWRAP g COUNTERTOP SEAMS J JOINTS. - CHECK OUT SIGN POLE *5 PROVIDED BY FB INSTALLED BY Tjs.C. TYP OF 5. - ALL ELECTRICAL CONNECTIONS TO BE MADE IN FIELD BY T.G.C. NOTE: CASHWRAP IS SHIPPED UNASSEMBLED. T6.C. IS TO ASSEMBLE ALL CASHWRAP COMPONENTS 4 BOLT T.G.C. TO ENSURE GROMMETS PROVIDE A FINISHED CASHWRAP UNITS TOGETHER EDGE ON CUSTOMERS VISIBLE SIDE •�t I I I I I I I � I I I -GATE t0 CLOSE WITH I MAGNETIC CLOSER STRIP - NO LOCKING DEVICE , I � . I T-11' i .I I I,I si 1 i( I i I I I I I , I I +I 'l�Ii !ij i i I I I I ITS I j i I I I I�jii, !Ili I i I I I ,III jj � I I I I ,I I II LI � i I I I TALL PRIVACY PANEL � CHECKOUT- CASNUJRAP/ 5AC<WfRAF XT)= PLAN VIEWSCALE: 3/41 _ 11-ou ZIP N L L 25 PLAN -A F1.1 r�CESSED 1'-41 �V2� ELEVATION - B FOR 4LL TO ON 2 CHECKOUT- ADA 4 TYPICAL TRANSACTION COUNTER DEiAlL5 SCALE: 11 - 1-m' 1/4' PEGBOARD REGISTER COMPONENTS 0 ADD BINNING AND ADJ. DIVIDERS TO CASH DRAWER o o 0 0 �. CHECKOUT= CASHUJELL JNIfi-SEGTION [DETAIL 9'-5' . CABINET: PLASTIC LAMINATE (NEVAMAR-SILVER ALUMINUM *MXT-003T) OVER %4 MALAMINE BOARD (PANVAL-FOG GRAY *D122) 1/4' PEGBOARD: (PAINTED TO MATCH -SILVER ALUMINUM *MXT-003T) PULLS: 3' SATIN CHROME WIRE ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ 0 FRONT ELEVATION - A^ (WITHOUT ADJ. SHELVES) 1/4' PEGBOARD GROMh PRICE KICK GROMI" LIGHTIN GROMh1 2'-9' SIDE ELEVATION - B REGIST COMPO SILICOP CAULKI MANUR CASH E 3' BRUSHED CHROME WIRE PULL FIXED SHELF RECESSED KICK I'-6' REAR ELEVATION - C � CHECKOUT- G,45NUJELL UNIT = DETAILS SCALE:I" _ V-0' 5VE ELEVATION (SIDE WRAP) - C CASH WELL UNIT (BEYOND) TALL PRIVACY PANEL TALL PRIVA( PANEL jq r -j I I I II I I I I I ' ' ...........TRANSACTION .... .... ASH WELL COUNTER '.. .... ...... ..... UNIT .°° TALL PRIVACY [PANEL Q� .. .. ... . .: ..... :. ':. ..:. '.::. •::::.... •:::' :: ........ . •.:::.. N I. 1 _61 3'- � I FRONT ELEVATION - A F.B TO PROV. T.G.C. TO INSTALL LARGE CASH WELL UNIT TALL PRIVACY CART CORRAL W/ LARGE SHOPPING (BEYOND) I PANEL (WITH GATE) 5VE ELEVATION (SIDE WRAP) - C CASH WELL UNIT (BEYOND) TALL PRIVACY PANEL TALL PRIVA( PANEL SIDE ELEVATION (PRIVACY PANEL) - B REAR ELEVATION - p TALL PRIVACY PANEL E� CH C<0UT_ C45HLUAF _ELEVATION5 SCALE: 3/4' =1'-0' jq r -j I I I II I I I I I I I I I �1L------------- b I�I I • � ii I II I II �I ifs LLr------ I I SIDE ELEVATION (PRIVACY PANEL) - B REAR ELEVATION - p TALL PRIVACY PANEL E� CH C<0UT_ C45HLUAF _ELEVATION5 SCALE: 3/4' =1'-0' F.B. TO PROV. T.G.C. TO INSTALL LARGE CART CORRAL W/ LARGE SHOPPING CARTS BEHIND PRIVACY PANEL 3 � CHECKOUT- BACKUJRAP (WALL UNIT) - ELEVATION 3'-4' ,L TALL PRIVACY PANEL) 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS /ENGINEERS Professional of Record SUBMITTED FOR REFERENCE ONLY Professional of Record Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION f ml%* BELOW MARKETPLACE AT SEMINOLE TOMME CENTER 1771 WP sou. BLVD sANFORn, FL azm PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED:BKN SHEET TITLE / NUMBER CASHWRAP DETAILS F1.1 jq F.B. TO PROV. T.G.C. TO INSTALL LARGE CART CORRAL W/ LARGE SHOPPING CARTS BEHIND PRIVACY PANEL 3 � CHECKOUT- BACKUJRAP (WALL UNIT) - ELEVATION 3'-4' ,L TALL PRIVACY PANEL) 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS /ENGINEERS Professional of Record SUBMITTED FOR REFERENCE ONLY Professional of Record Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION f ml%* BELOW MARKETPLACE AT SEMINOLE TOMME CENTER 1771 WP sou. BLVD sANFORn, FL azm PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED:BKN SHEET TITLE / NUMBER CASHWRAP DETAILS F1.1 POST THIS INFORMATION IN A LOCATION CLEARLY WSIBLE TO ALL STORE PERSONNEL These Instruclons and safety liticonrusfinst should be reviewed Will all Store Wwrinal, and along will an other Instructions for your Ladet products, must be Presorted and provided to any subsequent userorpurchissarrol these fixtures. Addificurial coplessyrdlatile upon request. - fill allaw" according to Installation ladrodimis and use Components only a losiouciad. Shelving aw components should only be fortalad cr rearranged by trainad � =Iout.a=vRodeadundwitand Mmbukucbna andosaminge at 05 ulgaiioccn&Kr,4vbWft,ft,oatoot4ursoim*foqukementainayap�ioamwmwaium his Me ramporaft due owneral these theirm to d" wiftlocal bOding attftdbn In detarmlinewhal codes at regulations, 9 any, apply and always; lastall the shelving in coinfollonce with any such requiaments- , YMORRmUW@ormoffaMVgsh*ft,anammmseftiodshdft. I Boom camfteLazlorpW"iftamLozlorpmdtLtL . Now Lee damaged parts. D"ed parts may cases shelvorg to be shrophoutly umsob or create Exposure to sharp or pabled edges. If pons were darnalled in slipment. do nut use emi cootadlyour LazierCustorgergervice Relliesantalve. gpaMamdmnaWaftitrsWieKdwmft*L,sokmnea*mWo*trgpM"ntpm - Donot exulinfAlkwableLoallUmits(ses Shoals Mamill) orthe Lode(Calskiffi.Mallacallainyou calic"Althe unbablicalloadushowran page ljgcdftnhgutm. Exceeding allowable Words may cosolue Its Shelving to #0 oval Of taboo. . Boo hords. offiverarma billowed, are mulubdon0lililastashilving [at struchimilrustral and - t)soofofiBm gmmqmnmbmo foontoomay can theaftsh" to vil Closed Bus Floods (can may allow rudifflad =han log at fbor Clearing ecluipment to callift with the Base Breasts musing I of "ot collapse. W *'=Q. litied-.2= us, 'Bi' M U'w O's"B"c"b's "I'd ' A'an"'Man"W"" "Rie"' �`hc' AS Uprise "`lc�"` Us : "'Rer by "Sub"a"" "I"emposem" . . Is h P do, 9 -� the tl�4 " od�W n S con " agife borms h"Nes"'I'do"lux's- . rd�bgEkyfdukodjs'W a old dom e ,or ,,Ide -11 ', ad - ". who � . oi - i -arn. ...domonowtit hoof y.j .I. gestiffsomill abom tha End Dock or clear Roarclisplay. � bis j: Iddo-B.L.': - AV EPA Meoduardsing Ponals intended Im use with Shelves or ancossatin nwist kxk& End Decks or other Am display to tfinct people away tam Me shoW or clisplays . I Who using End Maidomflaing Pawls an a fidum, whave the fat sh"g sechan healed IM SUP is net oq*pod with shelves M engage kdo the 4prie sloto, top rA hold! dam rips with uprito Imants liackir PIN HMA4301) Rust be installed. Fabm to do this could allow the top rat to became dicantlagod. " the Itolum to fall am caning Cdud damage or personal irijury M. . at HO loan allarboaqlarm againodsholving unless aloolung is soahmod to astillado huftl�ng wal, to the i1com, ark othaiwitaboacodta lissantaysithuming. The waght ard lute of itanking fiams an aranditted at unbwed shelving may cause than shelving In oversam or cdWA, I Shelving (or ale funing or bandong town loaded may indicant a thingamus ovedead or impending unique. Loads should be immoulml tooducaut. and fle cause pmpw�amm adinkplaceanydamaged coreponsims or pads, and do not exceed recommended mooluman bads or angeoge in any forthiscandidon uMbotonetKb*mrstaoft.RalartnappmpdatokabftanM 1. , = msto% IS! 111% =4 = - . I -rag - PoWesida=ouloWliwm6afstorago&tsplaysh"inacmdanrawRkaWKablaOSKAregulgam Nmwakwamomlocimb.wakarstwWcnia%MM. Those , holves were not designed towilluflandlea mdonsullikandlopm oldiraging,vallid" sedivenfing, andthe addedwalghland lassect of such actions may cam dolibiture "courapa. to - Nam aftm; madly ar otharoulsastrucknally show the shislAng or ant of Its component parts, Madificaftnor alteration may cause tie shelving or component pool to became structionallt unsafe resulting In Wiling, collapse or Sum fifilmo, of the finds. INFORTAllolin Podium to follow thoosa Instmallano and Warnings may mutt In a"Ostraing arcaltapsoo 41 the flation, resulting In pomomal Injury to W., anopt4ours or oustomom, demise. to propm,ty. a, damage to Ike [botion 11moolf. BASE BRACKET REMOVAL & REPLACEMENT (FORt OirncmAL RMOVABLP IMPORTANT! These Instructions ."I be Misused to piavmft collapse of the .ystam. A crew of twe joshumusn"s moruired. Ons @raw member mum hold the uportle wells the WALL SECTIONS: cam Is mmoving And mplamina the Imus bracket as Vwt uprise. Ranneve merchandise andshelves, Remove base deck and bass front train aria section art each side of base bracket being removed. ill uprfte is lagged to wall, adjust leveling log up 1 18" -IW to relieve, preload a It bracket) 1) Pug latch tabs away firrun uprile. 11 may he necessary to pull labs on each side of Base Brackallainuflumeawsly In orcharto disengage latch. 2) 1.111 bracket up arood out ofulattiOnstall replacement base bracket Immediately Reinstall base front and bass deck. Proceed to next bass bracket. MPORTA�M The- Ifliunumlans must be laumved to prevent calhopse allow system, ISLANDSECTIONSt WARNMOt Se sum to unload heavy side of Island W, to prevent dvartu mime. Ila sum thak at no thus, it" -balanced lead Wine (sea Page 18) Is "doodad .6 a result of unloading. Work an one side of Island 212 time. Remove merchandise and shelves. Remove bass deck and base rent from am [on on each side of the bass bracket being on bracket. 1) Full bracket latch tabs away 2) Lift brocitet up and out of uprile. Install RAIL INFORMATION 13ACK PANEL INFORMATION 12V ",:. NOTE. Center Rails will occasionally In lost. � B - " palifled In other neutral colors at random IMPORTANT1 Top of Pegboard Seeks am marked with a point .' (including galvanized). � stripe. First raw of holes am 71.� from top edge. 96. I SE;tj . . � :; go, . . " - 11 � � � i i � 84" 1- " . I � - To' 72- rslio,- �' � � (Top Rail) W ;� . I .'. . - , ". � : . . I . 6 . � .. R -C 5 I . . , (CositherRall) 48* Louie near 2" - center of back. a = . . :; ! . ; " . ix; R -S � �' . ! . ;a . � � ; �.. - . � I (Spite& Rag) . � � For Two-piece Backs A 36 - [: , � E03 6 . . , � � , - R -C 71 � ?Ir Moru 120' are two pieces . . .� (Centerriall) 2'Wde u 221 Center Rail , with Splicer Rai 1� Indlicaless T Wide - 34 Tr-- ;,:, � = I " � L H to 12(rH only. Center Rail I , I 4'Wide so 40 ip. - I 1� . " . �T Locada, near centarof back. NOTSIoNlefe:o ,C Upriber (TEL) we being Instaked, ft Comer Rai must be Insisted in the third [Ono '�-- �__� Imm lop of the Upme, It wart with Uprnmi W MmNh 7r high. a Center Rail most be R -B "�'.�' .1.Q= into third Ioncin down and other Installed at mold-rai of uporal. Bond all tator, oulwards fiBcollont, Rag) (0"1 am of Soullarn 24) at such -04an4 We Carder FIAL " I ___ � .1 'E' I �Ia '�,� - _�P J:�:__ 44, see atner sine INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING PRODUCT SAFETY INFORMATION WARNING FOR YOUR SAFETY * Install all shelving according to installation instructions and use components only as Instructed. Shelving and components should only be installed or rearranged by trained personnel who have read and understand the Instructions and warnings. Additional copies of the installation instructions are available upon request * Local codes and regulations concerning building, fire, sanitation, or seismic requirements may apply to some installations. It is the responsibility of the owner of the fixtures to check with local building authorities to determine what des or co regulations, if any, apply, and always Instal] the shelving In compliance with any such requirements. * When installing or rearranging shelving, never move assembled shelving. * Do not combine Lozler products with rion-Lozier products. ok Never use damaged parts. Damaged parts may cause shelving to be structurally unsafe or create exposure to sharp or pointed edges. If parts were damaged In shipping, do not use and contact your Lozier Customer Service Representative. If parts are damaged after shipment, discontinue use immediately and order replacement parts. * Do not exceed Allowable Load Limits. Exceeding allowable loads may cause the shelving to tip over or collapse. * To avoid store personnel or customers accidentally coming in contact With display fixtures, never allow any display to protrude into an aisle or to extend beyond the edge of the fixtures. * Do not lean tall or heavy Items against shelving unless shelving Is anchored to a sultable building wall, to the floor, or 'is otherwise braced to prevent overturning. The weight and force of leaning Items on unanchored or unbraced shelving may cause the shelving to Overturn or collapse, * Provide safe access to all levels of storage & display shelving in accordance with applicable OSHA regulations. Never allow anyone to climb, walk, or stand on shelving. These shelves were not designed to withstand the extra weight and Impact of dimbing, walking, and standing, and the added weight and impact of such actions may cause the fixtures to collapse. * Never after, modify or otherwise structurally change the shelving or any of its component parts.Modlfl cations or alteration may cause the shelving or component part to become structurally unsafe resulting in tipping, collapse or other failure of the fixWre. * Inspect the shelving system periodically for damage. Parts that are bent, buckled, dented, cracked, or otherwise damaged should be replaced. Tighten or replace loose or missing Msteners. -.-*-Shel%(tng-(or-racks)-thatare-ieaning-or-bendirig-when.,Ioaded-may-indicate-a-dangerous-overload-or-impending-collapse,-Loads---- should be immediately reduced, and the Cause for this condition should be corrected, before reloading. Refer to appropriate Installation Instructions to assure shelving (or racks) are properly assembled, replace any damaged components or parts, and do not exceed recommended maximum loads or engage in any other unsafe use of the shelving (racks). IMPORTANT: FAILURE TO FOLLOW THESE INSTRUCTIONS AND WARNINGS MAY RESULT IN PERSONAL IN3URY TO YOUR EMPLOYEES OR CUSTOMERS, DAMAGE TO PROPERTY, OR DAMAGE TO THE FIXTIJRE ITSELF. :7q---) 6336 PERSHING DRIVE ol-44 REV. AA a .01 � �p Ic 2��2 OMAHA, NEBWKA 68110 PCO# 61181 9125/2008 63;mn I n7wR rinsupwanoN (600) 228-9882 PAGE 21 OF 21 DISPLAY SHELVING INSTALLATION INSTRUMONS, Call Tog Free BW27A-9862 - Call Tog Free BOD -VIS -69313) (Canada Top Rail Back --- (R-T) (BE) Center Ralfi_ (R -C) , Updo End Trim (LIST) Splicer Red (R -S) --Shalf 78'H to 120*H I)* Updle Back (U) " (BE) Am- - Base End Trim Carder Fteut (8127) * -C) 1 (R / 95'H to 120"H only � RAI�t� b� [)ask '__ ��__ -- ,_" _ __-.�;_V- 'n ` ',,01 k- . ". Bottom R dio " ' . �� -Ir-, (R. Bus Fred Base Bracket 00001- , ,`� >';.;�' 00- (COF)* ::�_ 0 � (BB) * ' a, - �Adi`ao _" I z�� - � �_ ; COLWPONENTS - � � 51*�_' _;�-�,_ 9QUIPMENT CHECKLIST * NOTEt _____'__.<1�_1 - - E�' 0 ", -_ Low Base Components - '��` _L evell" -Flubborlootalkillandl 0010L (prcwldl�eff Vvmna Hammor have LB after part numbers. Do ease = ---carlignter's Level -Measuring Tape prods have 06 it numbers. . -Screwddvgr (Standard) -Chalkhortat If" -Wedrs (tied provided) -String at MY Line 1, See lop 0 an Shoot 2A(ar size OUP An %�" PJUMAL PACK LA13JEL IINF�Q OPENING SEQUENCE I ELAUlt CODE LAARL INFORMATION �� I I 11 . . Boxes Site also numbered to iridk*a sequence Of box . Items; are shmn colareoll to Indicate system of c0loot4ild](10 for boxes opening to facilitate ewe! of franallaten, ,- � .. . '� r- Part f- Finish = 4�A � 'J' 4-A . 6;;;& .-"> T 2 .-. - df_e-'k_-% e;,Zs ,_ 11 - T I ! i rl . ;' 2 2 ; 3 ; --4-- 4- .... . le; �._ 11 - - jD �; ,; OR � - - - 'I�_,;90 '%F'�'75e ;_.�'�11_0 A �� "�'�'�� *�W 14 t"". ---- ... I uponom BmEmdtft. 1EIIIIIIIIND �� AM' seem am S'adi'do; A00015s i ardifty , Ralls and Ifia, Wre -Description H=FrmyL, Back POWs cmpwAo anowDecks Compensate � I BLUE OWE GREEN VIOL RED I-.---.-- ..------ � � - - I - -S- a -TVSTYL9. install Rat or 17' Do Not Exceedil doomalant. To krudall. till Imort edge d0huY Room Roduce coup"asommat by 311% when only the hard hag at Ulu sloall Is laud" w kv 50% Ifina she r is less than W wids. upwwd and insert time Inko UPMs skulls. UK up on mar of ShoolfoothiWowerholotmont to slashed SHELF AND DECK SIZES *r jo- 13" Is* IV ir 19" 20" 22" 26" 21311 31' Podium I _ -oL" VMS - trustee gat 17'downslaid. 3DI SHELF S"9LF inigagagaing-1.1i'degl". 1211012.1 & *Vol, ;f-111611107 leg q-.I.lm downsliml or 15* upalops (7'thru 191.14 Instal, TYPE AN9LES ': ,' . ­ . . ., � : Insert tabs an snap sailors Ima mam in uproot. I 460 I -S-A.n! 361) "todresokl Soo Sop, --No ; � 566:1 Sop. ago I w 1. 46D . a S � �;,Silo .. ; I I - �;101 �: 25P. 4si, 2511'� 250 _: 250, [,250� -2.50. ISO 200 1 200 .. I 11 11�, , � � ilgig �; �'. . . � BIX o.* -7 -�;- I I _. : 'affia _- - �'aoa: 'am I I am � 00" . 1 : zt . ��:! � '' � I :7 1 1; i� atio, , i: :' I ., . I : '. , � ., ... , - I t':�L ,��r� '77' �'7 � 11 . 7011. � 7110 � - Big '. � 4 - �_' I I : � 60111- �403- Bell -.-; � TOO. � M � .1 ,. 1. . Flat ; BOB, I "111-5, - - I : . . �� . ' -1 01 .Apsir 30'Downsloot �-w: � 7, - " �­ �1'�� � 125: '125 �-" I -7� . �' - . ... . � _�_M_ - - .. '�_'; 11 . - . �: - --- . -, -,I - =1 r Mutant , : ;�� _4au:l 4�1' I -� A �t­ - \ 414 [Be . I . �' '7 � I M. J . 4 '.; I : ; 1. - � � . I 14ELPFM HINTS. Oak :. I , . rvm�_ I .- , �� ,: � _'�.' I Sw :� 1200: 1200 1200. 1200 I . I .. '' � I " UR and ru;5ftJon`S'&'TL'Slyle Shelves by Fill MD ,, 500 �5010 : ' SUD, Ifil) WO , am_ 500 sm 4015 40 � golpsiong thoull edge dishes with dra hand and . � I Hing raw edge Room underneath with the Palm kDL. 3010wmbd JjS - rJ26] 125 . 12�5, 12!_ �Ufi � 125. " � 125 125 100 � 100 . . of the oussirbarld when lowering We level Paull- . . I 11-Basomilm 300: 250 250 ' 200 200,, don Insom Into entry Inta Words slot$, L2ED 1 ,20 2W 260 � 250 250 -, 1-1 I . � - �' � I I Jrutlakpa �� :� . � I :1 . Wirer removing'OU Style Shelves, lift rear , ago 73�15� : 300 1300 1 = I -_ go �:_' � '_�_ : _� . ,_ . , of Sheff is disengage bracket end what Ong took re I pm3u whiRIPIAIngthaShAff"ItIMMM6 Add Load Roger Bass Brackets for 5130 lits. AdcUtionat De Capacity upide. . 1111 rni 4 L I ou L13 REV. AR 821)" 11120113 (PLoziar corporation 2BO TII.T-IN BASE BRACKET SPRING LOCKING BASE BRACKET 1 .Snap chaildlims on floor for slashed locations of all island run& �3.2w ,S.nw�3.:NcNc3c, wr w3lm v,- ,%,!K:- I Aswx"" JorX �_:"_'_ ­ _-_'_�_- 00 i �' Cal Tall FroagaZ28-9992 11� �_ ;e%, � �_-7�i�. ,Pa (Canada - Call Tcfll Free 800-248-8930) I� , J:-Jh "'��--""'� �4 5 1 *' �, , . -gz�g. 40 -0, <� ��_� . 4;f 11 7�i :5 ,a- 6 oo-000, _tz�:> - ' L- . - I - ' ..Itc" _. - - � It " ,-.i,k oituse - , 0; I:,.-- -'­>' . V, - � '\'� . ,,,._, ir I! I N - 4t�" 1� I, � 10 ISLAND � �� V V , i i I i :; - ;'01' '__� "'.0'as ' i;_74e> �\ I " SECTION � """) ,,, i,v Jsiol! ��_ ' ' , � ! r'. e_*J I '�" , � 1, Coop VA" I - INSTALLATION - SdWn - . 114 I Cho Impoffri '. \ 11 P13 not adjust ]EVEM11". � 1_1 -1--it (��' '" Sale, an Base Brackets or Suggested Mal r . - ; A in W - _2"Ilz I J � Lai: L111;4H I CA 1 Irt- ____ Nam, ANAW61102 In*" No W~dmmwawmmm far kq#ir.wbwmuerjted. ANCHORIN a INF ORMATION WALL MOUNT ALL TYPES 9 1-14i OFWALLWITR DIRECTLY TO --� I -l' J CON1111111,00,13LOCKI G =110MM LM Ancluningarallffial Soclionsis recommencladfarlismingdeffectiM om,19004dJud conditions Additional unloolanood land cogradly may be available 0 Me Wait ' Sections am anchored to a Suitable building wall or other struchowe to prevent -Hopes of the shelving. ,7C" , r �: I; unus � - r/ I- "� / // ; I - � , �� , 11 I I - I -� ,- " i Blocking " . / ��"/'-�'� , - � -i � . . � , '//' - , , . .".. , I -�' I . 1. �Sae boico?�)' �"L ' . 1� 1111�__' - . '�_ I � I ' , I , - - ' � � I , � ' ' I/ T I I L I 01 , . �� ", � I - v , � � 1. , I , I . . I I I " .. I - - , " '_ 4 Is mispormible for determining the sullalskly of toy :�9-19V-1-1.erl ."".1w1u.".0 hich s haM no is anchored. for Me so [action at antUor kideRation of the anc;loodrill factleners, hardware and mmarmis and for �_ __ - ­ - I - - __ - - � � I 11 .. I ��, I 1 , '1141 c 4,11 ; 1.1, proper the workmanship or these performing anchoring. These guidelines am maord � t Use (2) 114* x 21ir ; . I I I 1 to ilcomic typical types of anchoring and do not coraffinuts, my endorsement by N . : I " so J2) x 1 112" Concrete Wedge Later of ant meadfic anchoring 4pritcation. Each applicabonwil varlooduel . I .1 Wood Screws Anchors Ilia bulding, structure and materials used rat anchoring, and pooclus5lonal advi-a Attach as near as p assible to u Pit should be sought for each anchored Installation. Anchoring situations Inner Stan these Illustrated may be encountered. As a guideline, each anchoring locallan shown must provide 450 lbs. pol,v,d , -"- I - ��'J ' I I '� ' "-/ Forwead & metal '\�." � _' ' N -"- trained wails - ','I , 'I remstatics arid be located as shown In Mass Illustrifilm. Extreme cam must ustakentla inure that the building wall or other structure Is Solid andsuilatols for anchamill and wit mppon the load being anchored to It. L - -, � r a ""' .�'�. I tgtach to each ,. I j� _' .� stud-__4,,-� . �' ' r 2x4 - , , _ � 1,1"',, . 0 � . i-5111rx 4- Lao .1 I � ,,,, � �t X - I Cut Boards rl'-�' I All'! Do not use plastic orfieseranchum. concrete nals, or re"r nalls. .O- ., screw through 1, .'��, - �' 11 ' .....'' "�' I I between Uprise � --' Ir upffle into blocking . it - � I I TOTAL (Socallon A and B) JI! Ji ;; . 38" 34 9116" ." � . 46'-O 911 6' J � i a, Max � ,! . i;. . 1� ... - - - 2 x 4 CONTINUOUS BLOCKING - I u BEHIND UPRITES 2 x 4 BLOCKING BETWEEN UPRITES . - 2X4 - '' 9 i 1 Blocking I i is I III Max 1 1 Ringehi'll a i CHING BLOCKING TO -WALL __1 . . " ­.- ." , 2 x 4 Blocking 2 x 4 Blocking - T= �'-2X.4 ;2 � Slociong .1 .,--',. . , 1 I , � . .�.. .!. , /'/ / I . I = : IRSgta)l I � ­ 114*x 3 1 M' Conor. 114"x 3 114" saff-tapping . .. . '.' I '�_ 11; - " � � � - , Wedge Anchor " r' masonry. I 1/4'Min, � : ,4 � /� ' ' " Into _J F'ji C �11 q i minadmarl r ,,' Embedment sold 1 1/4' Joiln, EmInadmord I _J � .-.1 . . materlsoll � / � / - -0 I CONCRETE MA ONRY (Concrete block. brick, ate.) -. k if . - 'E , . I - 6 L 1i r�' 0 I"! '/ 2 x 4 Wcc*img il 2 x 4 Blocking ' � / ====T 12' Max - 1" I � l' 5118'X4" 1 � h�'� Lao Screw T (2) #8 x 2 5/8" sell #__ T_ at each stud. . I . � drilling city wall 1! f BLOCKING i �- _'��, [ � . : � ocrorls ad each stud. 1 i, F- Lt. il_�'r1 1111 o A 0 STUD WALL METAL STUD WALL (14 on. Min) woo I � I 1 1 1 1 � 1! � I � I i I � y've . � I I � I � � I t(I.IfIrr!1111� 1���IMMIII �-� 111111111111111111111111111111111W - The Lazier UprIta and Base Bracket Systera Is assigned to function well under Most merchandising cIrcommanciss. However. cocemionedly one side Of an Island becomes mare heavily loaded than the other, which causes the upriltos 10 lean toward Me heavy a1do. This may cause gaps be - Mean shelh;B& on the heavy side. 11 Is Important to read all warnings prior to teplumbing an island. Do not attempt to repturnh, an Island that is averloadedl load) (exceeding 12,000 Inch -pounds unbalances! .. .. ..... .... ­ I I %willig. determine the unbalanced load on the wall or Island to be sure 0 does not exceed 12,00D In. lbs. WARNING: Before bi gas Unto anced Load Calculation, WARNI[ING, A fully merchandised Island will often cantairs several tons or merchandise. ExImma, cauflon should be exercised IQ avoid shelving or falling merchandise. which could msLdi In serious Injury. Shoppers and outer persons not Involved In adjusting the Island =a be denied access to the area during Into procculura. WARNING- Do not remove the Closed Base Fraft1s; or Base Decks from a loaded Island, as this may cause shelving collapse. - Before starting, the following are required., :Two people (one for pushing and one foraljjusifirzil leveleri) ar Leveling Lag Wrench or 7),* Open Eind Voorench A Length of 2 It 4 or other Similar malarial In aid In pushing against Uprite. 1 Identify the Uprrhus that need to he mp- lumbod try o"erving shelf naps (as show M I in Oahu 1=011d: or mlayislana i Usin leveling : wrenZerew In 3. Move to the heavily loaded Side of the 4. . below) orby Sighting clown the 11nacof 12. and find the first Uptile imbed) the Level- Island and lot2fle the =05. Estimate how Far out of plumb each 10 be replumbed. Pry Left uAk" 2=."enzi, N.MCRAF'96. Pry up to 19. the Closed Base Front 12MMUCIMU-11iii. turn for each I,,( Scress the Bass Bracket - . - , - . . , , the Uprita Is . at Leveling Leo. - at Leveling Leg. . plumb. DO NOrTt#bV - I I \ . 1 1 �_ �r THE LEVELER YETI _' � - '. ___�'-_i � . � .. Shoff Cap I It" �' Have Ilia second person push art the Uptile I (heavy side) with the push bar. This wall I 5. mduce [he pressure on the Leveling - Log which Is a Ila be I .. Check to be sure Uprim I Fs lournb,%,vt the Level. 6 . upent aps 2-5. 11 Repeat Steps 2-6 for each Uprile that needs to be roplumbed. 7. Sight down the lops of the 00 Nor n',0,WF1 do 'Is to assure that =nd to INELMMwitto REUMGTNEP SURE ff -_ ' AS= 5 as U Is 'a plumb. , . . ; : StIlligni. r " D' use the M.Ing Log to 3 and I Leveling Log clockwise, try the same litums a .__ as the Leveler on the opposhe was retracted - plus 2 turns. CAUTION-. Do agL extend the Base Bracket Leveling Log mom � 0 IZZ! . than I V10" post the bottom of the Bracked. '.,�;'7* L . see atner sine INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING PRODUCT SAFETY INFORMATION WARNING FOR YOUR SAFETY * Install all shelving according to installation instructions and use components only as Instructed. Shelving and components should only be installed or rearranged by trained personnel who have read and understand the Instructions and warnings. Additional copies of the installation instructions are available upon request * Local codes and regulations concerning building, fire, sanitation, or seismic requirements may apply to some installations. It is the responsibility of the owner of the fixtures to check with local building authorities to determine what des or co regulations, if any, apply, and always Instal] the shelving In compliance with any such requirements. * When installing or rearranging shelving, never move assembled shelving. * Do not combine Lozler products with rion-Lozier products. ok Never use damaged parts. Damaged parts may cause shelving to be structurally unsafe or create exposure to sharp or pointed edges. If parts were damaged In shipping, do not use and contact your Lozier Customer Service Representative. If parts are damaged after shipment, discontinue use immediately and order replacement parts. * Do not exceed Allowable Load Limits. Exceeding allowable loads may cause the shelving to tip over or collapse. * To avoid store personnel or customers accidentally coming in contact With display fixtures, never allow any display to protrude into an aisle or to extend beyond the edge of the fixtures. * Do not lean tall or heavy Items against shelving unless shelving Is anchored to a sultable building wall, to the floor, or 'is otherwise braced to prevent overturning. The weight and force of leaning Items on unanchored or unbraced shelving may cause the shelving to Overturn or collapse, * Provide safe access to all levels of storage & display shelving in accordance with applicable OSHA regulations. Never allow anyone to climb, walk, or stand on shelving. These shelves were not designed to withstand the extra weight and Impact of dimbing, walking, and standing, and the added weight and impact of such actions may cause the fixtures to collapse. * Never after, modify or otherwise structurally change the shelving or any of its component parts.Modlfl cations or alteration may cause the shelving or component part to become structurally unsafe resulting in tipping, collapse or other failure of the fixWre. * Inspect the shelving system periodically for damage. Parts that are bent, buckled, dented, cracked, or otherwise damaged should be replaced. Tighten or replace loose or missing Msteners. -.-*-Shel%(tng-(or-racks)-thatare-ieaning-or-bendirig-when.,Ioaded-may-indicate-a-dangerous-overload-or-impending-collapse,-Loads---- should be immediately reduced, and the Cause for this condition should be corrected, before reloading. Refer to appropriate Installation Instructions to assure shelving (or racks) are properly assembled, replace any damaged components or parts, and do not exceed recommended maximum loads or engage in any other unsafe use of the shelving (racks). IMPORTANT: FAILURE TO FOLLOW THESE INSTRUCTIONS AND WARNINGS MAY RESULT IN PERSONAL IN3URY TO YOUR EMPLOYEES OR CUSTOMERS, DAMAGE TO PROPERTY, OR DAMAGE TO THE FIXTIJRE ITSELF. :7q---) 6336 PERSHING DRIVE ol-44 REV. AA a .01 � �p Ic 2��2 OMAHA, NEBWKA 68110 PCO# 61181 9125/2008 63;mn I n7wR rinsupwanoN (600) 228-9882 PAGE 21 OF 21 DISPLAY SHELVING INSTALLATION INSTRUMONS, Call Tog Free BW27A-9862 - Call Tog Free BOD -VIS -69313) (Canada Top Rail Back --- (R-T) (BE) Center Ralfi_ (R -C) , Updo End Trim (LIST) Splicer Red (R -S) --Shalf 78'H to 120*H I)* Updle Back (U) " (BE) Am- - Base End Trim Carder Fteut (8127) * -C) 1 (R / 95'H to 120"H only � RAI�t� b� [)ask '__ ��__ -- ,_" _ __-.�;_V- 'n ` ',,01 k- . ". Bottom R dio " ' . �� -Ir-, (R. Bus Fred Base Bracket 00001- , ,`� >';.;�' 00- (COF)* ::�_ 0 � (BB) * ' a, - �Adi`ao _" I z�� - � �_ ; COLWPONENTS - � � 51*�_' _;�-�,_ 9QUIPMENT CHECKLIST * NOTEt _____'__.<1�_1 - - E�' 0 ", -_ Low Base Components - '��` _L evell" -Flubborlootalkillandl 0010L (prcwldl�eff Vvmna Hammor have LB after part numbers. Do ease = ---carlignter's Level -Measuring Tape prods have 06 it numbers. . -Screwddvgr (Standard) -Chalkhortat If" -Wedrs (tied provided) -String at MY Line 1, See lop 0 an Shoot 2A(ar size OUP An %�" PJUMAL PACK LA13JEL IINF�Q OPENING SEQUENCE I ELAUlt CODE LAARL INFORMATION �� I I 11 . . Boxes Site also numbered to iridk*a sequence Of box . Items; are shmn colareoll to Indicate system of c0loot4ild](10 for boxes opening to facilitate ewe! of franallaten, ,- � .. . '� r- Part f- Finish = 4�A � 'J' 4-A . 6;;;& .-"> T 2 .-. - df_e-'k_-% e;,Zs ,_ 11 - T I ! i rl . ;' 2 2 ; 3 ; --4-- 4- .... . le; �._ 11 - - jD �; ,; OR � - - - 'I�_,;90 '%F'�'75e ;_.�'�11_0 A �� "�'�'�� *�W 14 t"". ---- ... I uponom BmEmdtft. 1EIIIIIIIIND �� AM' seem am S'adi'do; A00015s i ardifty , Ralls and Ifia, Wre -Description H=FrmyL, Back POWs cmpwAo anowDecks Compensate � I BLUE OWE GREEN VIOL RED I-.---.-- ..------ � � - - I - -S- a -TVSTYL9. install Rat or 17' Do Not Exceedil doomalant. To krudall. till Imort edge d0huY Room Roduce coup"asommat by 311% when only the hard hag at Ulu sloall Is laud" w kv 50% Ifina she r is less than W wids. upwwd and insert time Inko UPMs skulls. UK up on mar of ShoolfoothiWowerholotmont to slashed SHELF AND DECK SIZES *r jo- 13" Is* IV ir 19" 20" 22" 26" 21311 31' Podium I _ -oL" VMS - trustee gat 17'downslaid. 3DI SHELF S"9LF inigagagaing-1.1i'degl". 1211012.1 & *Vol, ;f-111611107 leg q-.I.lm downsliml or 15* upalops (7'thru 191.14 Instal, TYPE AN9LES ': ,' . ­ . . ., � : Insert tabs an snap sailors Ima mam in uproot. I 460 I -S-A.n! 361) "todresokl Soo Sop, --No ; � 566:1 Sop. ago I w 1. 46D . a S � �;,Silo .. ; I I - �;101 �: 25P. 4si, 2511'� 250 _: 250, [,250� -2.50. ISO 200 1 200 .. I 11 11�, , � � ilgig �; �'. . . � BIX o.* -7 -�;- I I _. : 'affia _- - �'aoa: 'am I I am � 00" . 1 : zt . ��:! � '' � I :7 1 1; i� atio, , i: :' I ., . I : '. , � ., ... , - I t':�L ,��r� '77' �'7 � 11 . 7011. � 7110 � - Big '. � 4 - �_' I I : � 60111- �403- Bell -.-; � TOO. � M � .1 ,. 1. . Flat ; BOB, I "111-5, - - I : . . �� . ' -1 01 .Apsir 30'Downsloot �-w: � 7, - " �­ �1'�� � 125: '125 �-" I -7� . �' - . ... . � _�_M_ - - .. '�_'; 11 . - . �: - --- . -, -,I - =1 r Mutant , : ;�� _4au:l 4�1' I -� A �t­ - \ 414 [Be . I . �' '7 � I M. J . 4 '.; I : ; 1. - � � . I 14ELPFM HINTS. Oak :. I , . rvm�_ I .- , �� ,: � _'�.' I Sw :� 1200: 1200 1200. 1200 I . I .. '' � I " UR and ru;5ftJon`S'&'TL'Slyle Shelves by Fill MD ,, 500 �5010 : ' SUD, Ifil) WO , am_ 500 sm 4015 40 � golpsiong thoull edge dishes with dra hand and . � I Hing raw edge Room underneath with the Palm kDL. 3010wmbd JjS - rJ26] 125 . 12�5, 12!_ �Ufi � 125. " � 125 125 100 � 100 . . of the oussirbarld when lowering We level Paull- . . I 11-Basomilm 300: 250 250 ' 200 200,, don Insom Into entry Inta Words slot$, L2ED 1 ,20 2W 260 � 250 250 -, 1-1 I . � - �' � I I Jrutlakpa �� :� . � I :1 . Wirer removing'OU Style Shelves, lift rear , ago 73�15� : 300 1300 1 = I -_ go �:_' � '_�_ : _� . ,_ . , of Sheff is disengage bracket end what Ong took re I pm3u whiRIPIAIngthaShAff"ItIMMM6 Add Load Roger Bass Brackets for 5130 lits. AdcUtionat De Capacity upide. . 1111 rni 4 L I ou L13 REV. AR 821)" 11120113 (PLoziar corporation 2BO TII.T-IN BASE BRACKET SPRING LOCKING BASE BRACKET 1 .Snap chaildlims on floor for slashed locations of all island run& �3.2w ,S.nw�3.:NcNc3c, wr w3lm v,- ,%,!K:- I Aswx"" JorX �_:"_'_ ­ _-_'_�_- 00 i �' Cal Tall FroagaZ28-9992 11� �_ ;e%, � �_-7�i�. ,Pa (Canada - Call Tcfll Free 800-248-8930) I� , J:-Jh "'��--""'� �4 5 1 *' �, , . -gz�g. 40 -0, <� ��_� . 4;f 11 7�i :5 ,a- 6 oo-000, _tz�:> - ' L- . - I - ' ..Itc" _. - - � It " ,-.i,k oituse - , 0; I:,.-- -'­>' . V, - � '\'� . ,,,._, ir I! I N - 4t�" 1� I, � 10 ISLAND � �� V V , i i I i :; - ;'01' '__� "'.0'as ' i;_74e> �\ I " SECTION � """) ,,, i,v Jsiol! ��_ ' ' , � ! r'. e_*J I '�" , � 1, Coop VA" I - INSTALLATION - SdWn - . 114 I Cho Impoffri '. \ 11 P13 not adjust ]EVEM11". � 1_1 -1--it (��' '" Sale, an Base Brackets or Suggested Mal r . - ; A in W - _2"Ilz - - I III % I SIDE 2 - 1 Irt- Ill 1.250' At I Ill 1111 '111 ... I ... ... .. 14" x IN_ = I I L I 01 N- - _... -_ - - "I'll - - - 11 - . �-I-Iz�z� - "ll I— ­ I. - . . .. . . "ll I Please read each stop _ . & , A R Uprillies at this rwins, Seating Base a C 1. - - , - � ........ Ll- yatem may collapse and cause Injury if the Bass Carefully! The lits"Ing a - Ishrack.l.. Is not properly engaged wItInthe UprIta. A properly Lay out Paris along challigrie as shown. At Mis point you will need one Becit engaged lialch tab will be at Me back of the Slat BE 111USIMtOd. Panel for the fund section ofeach Island run. Splicer Rails fifoortvvco�pfisu Backs) Litotes lying on floor, noun k Base Bracket Into narrow slads Refer to Component Breakdown and7hpRallswillbe used Inlatersteps. Determine what stiollsoof Base Bracket at *#am of Upmjte� Base Bracket wIll snap I to Pisa when Push Bracket fully Into Uprile sels, then push down. LatCh trustfully angafe Uprits to lorA the �, A a Shoot 1A before starting. will be used and refer to stop as or 3b In Install. Base Brackets and Center guorly Invulailied See suggested mahad above for seating � ' Bradmt=a lone.1her ticheck I tell tabs on both Sides of Bracket. She must he at the 20 Rails are pointed random colors and may not March the Upthe car". 3alle Brackets. 3b.ttack of the a Rotor l.'sheal IA (.,...I Rod replacement of Me BmckoL NOT& Ralgrio BACK PANEL INFORMATION an Shut 1A Far Carder W Foloomment. IfTe out Lie lad, ft rRailmoustionlostaled - ------- � ' NOTE. W PegbaLrd Backs are marked with a point Stripe. in the form (12' d Its the file. It used Usecaralrolov, ' mwofh sarells"timmunpostiga. =72n h. a arder 144 =. It. third 1W.ZX:X'I0'n0d IMPORTAW! Into idow, DO Ins lodatm a tar uprit., Bond all tabs outwands, (Doing 42) at Do not jet firromervark stand alone . each and the Can until a Back Parial Is in place. . fulling C arre "ate .4.. :; From Center Rails must be used. i 1. P or P. one old. : ­_ flux on until other edge �,�f'� 3rd r. --�-� Sndzr.ar drtvB carleorRes - on late A p=k`mo. �� I".-, , in "M send. 11 ; " I . I ; 0i" ften hun-plece 0 cloot are used. I - .... 11 slwcer Raft CommorRoil in used ang"t Bak only Front lorholghblassumn Aforhalams C . I 11 I 1 - � I W and Ngloar, a second Cader Rai ______ I I I C Is usedan, fluo lower Back. -::�.� ­_ If I il:. - I ,I - 's 111113 To mumble M"Was Backs talloor _; . ­: ; It 3 � or ty- ;.'�m i .. I Cardar Raft am in place), immill lf:'-��:;; I I � ' Ill - if, I encl Ell tab,--- I ____ I 9_� , LJ _�' 4 Back Perot hufosormatipit Shiam 1A (�_ ,H!� cidward If both l4wer Sac* Panels (mkr to ill I to P 0 -Am. IUWI $piker Ran Base DETAIL 4a u 'd - ow=r backs, mot Instal upper 1;J Front sack panels. ­ .. 0 0 Assemble Immework' of Orst section by slamfing firattwo Uprou(Saaa Bracket assemblies vertically. Comsect TWO-PIECE BACK DETAIL them by Installing Page Fronts. Butlont Rail and tenter Rag as showrL 11071:� Inner, ft- Gild Bum orsionvoll Esau mrs to be used. fullaw Interactions puked with was ond Gaps or I linalall arm Be* new tor 5tablity. Fir two -plow Barks, Install low Back Parts[ only at this lime. Prefer to Back Panel Information Assemble remaining framework along charklene. 00 not install 41111 sittwoullcentartorad, 5* Shoot 1A for Back Panel Sizes, 6. remaining Backs you A WARNING: LEVELING NOTIE- Gondola must be lowered andecornscily adjusted. rallumb; do" mayeause 71 _____1 Surs, IV this point the must he level and IMPORTA - Tr___ shelving =11apso And personal filJory. - . .' mbw.l IS plumb. Do nat adjust faortvvof=b,ack:4e wr 1, i "I The I - sk" But 7 ;:=i.,V InE hauld rells " top 5. ' upf" Lavelona Shint; Law ­ I..!.2 - � ) No purpose of the leveling romoaturflo Is to have set the Upries p luMb ell the Same level � Lee Vft.dt . :Ends Zal I t-"' � be it arty set I we proce ng step. � along a afringlirm with the Base Bracket lovelinglaigis amended The least amount \ 11 ' " i ! possible to achieve this M501 (Do RM acipird ft Uprite leveling log during this ,I I V �' I I I ir:�C :':;�; i': . - 1;� . '___'_1 , ,� .11095. ! .;, � .1. (':. � St i rap . :' a _�" __ - --T Ill - " , pmesolum, .500 Stop 6 for this adjustment). Lev"M , ..' 11� "� .� % - _ � "I --il 1" LA. .. �' - _a 1.0 - 0 Sam '.' - M t � �L - -_ ­ _..., , �_'­;­­ - I . I - � - -'7 '; ' 7 Zz 7.1 Stretch a stmig Ime, lightly between line and Uprifers ushig a leveling log wrench .9'. . I I'll _ - -z � � ;p- 7.2 ;Ilmosd In fiest Some slat an each $not UptdeL NmAostaf --I f � I .� . 1.i . " 1� no the IN � h Gwis Sum I I I �' � � 'It Upoile In the run (Owfuhave the most slolsolumoo the string line). ande I , 1: _ 11, �' I By adjusting both Bass, Brackal khrollong logs (With ascrow dorliverinserhodinuo the -11 ­ 7.3 I . I F - �_ � I.. � '� ; __ , - � _ , , -, K' I � 'r:;�" I 1 I � I - ': " ta1mv,IwIaV8h?j::)Zw it Uprout In the run so the WM "I ( ) , I t:;� ling maztws "to oninno slat a of =04 low In h can go, whichavar I .i. . .! :: ". . i � ;�. � I z �:':; �'�. I. I I ­. I. 7.3 At tire lima Won make sure that this Uprits Is plumb, using a caMenter's level on "��, �"'! I ,I,.. I 1'�': . . Carlos first. aosaarackoot . - "i 1--v- - , . . . 0 the face of the Upride. by adjusborg both Base em0al leveling logs In opposes f .. - - �1 :1 : � ;:-,: ­ .m ,. 11, � - I:j I dractionsung the Uprike is plumb. I L.- I I !�_ %'�' Upft Lavelinit 1, 1� ' .. - � 7.4 = all 0% other Urinals up or down to the slime slat on the string line as Me 2 i . . 111? __1 Lee I.. " J1 � - in 7,2 above lincluding ft and UPMOS It the UpMe, In 72 was not able to 11 I Do .. .9. 0 . ' Ac4ust Ithe Uprfie Lavalkig Logs an each Virile so that the Wi8fad enough a match ths Sam slat an the and UpMeS). Also Mahe sure L : . � �­ a between the log and Near Is Ill 6". Set the gap using AwAimaim U leis plumb. asclosanthed In 7�3 mosmoi sum a. , " 7.S :�� 1. an - M. t I r'_ 11 IMevellong log wranch handle, which Is Ill S' [hick. dcmm�im -==, Do not exceed maximum eficumbla 29nard so , line �� =.1106o U=,n"dLc&dCaIc done king war be alliftwoul With the same W an every Uprite raw go LAD .11 ? .�S;= .9. UpMes wig be pluarrob when chocked wilh a calluenter's Ind � ns AwAltimum I V4 The gap between the Uptita leveling leg and AWARNING: : near must be adjusted to 111111". Failure to install remaining Backs. Re'lar It Back Panel D.fTotQxt.kodupri=,I.o,,,nom.1h.a.nl"wWB suBrackat levuftglo,g .a.d do so may causo shelving collapse and lomformallean Shoot 1A proper sizes. Forlwo- mom than 1 71161, filhes . to tighL a Questions about leveling,? Call 000-228-9382, ask for Installation. I � 18. Personal Injury, 1 9 go, place Flecks refer to D I 06 Stop fi. , ' BETmudodidallielfind :::Il - 1, --- - Top Rails - Tabs art Top Rag : : I '_ I .;:tl - -, j ,;: 55_:� I � he :! I 60". , mustim�*11ropt . =1 I== ::,. , I "�'. :.'�:�: .1 . ,I Igm 1�:' � I .': I propedy noted , 1. " , �!::::'. , I . 11 :� ',.,,� � 11� ::: i .; i To Instal] -. § I . I . , �:: * �-. I . ; - , I ­�..!! .. I ,,--- : 1 '.; 1.� :!::� E :_ --a. 76' _�L 4. � - - . ::� Deck I i Decks, E -IL ::� - '.,' _-.� __� .�- till unwound . : _; ` 4 1 1. �:� Hold - - and hook 9-4,.: ��� I i / I I ", ­ I - .6�' . t Down I I ii � 1: 0.1 � f4ft I '=' dZe so raEa I ---*- W .90 Hook lap Plan View of / - ,- - - 11 I C hold down pin. �5 -cn I.I.M.5 Base Bracket /I. Insert liaml I Fivio _= -)T 6 / free fMni or be j! -. 1',E � , When heavily loading wall shelving Qr loading 2E unloading Island shelving, it is Important to debafforthre V you are creating an unbalanced [Gad that exceeds the maximum 12,000 Inch-patinds. The sample calculation below illus- trattes. how you can determine your unbalanced load In inchr-pounds. � NOTE; Inch -pounds areameasure of the shelfloads acting ada distance (Ii.sholldepth) from the Uprits. AMPLE CALCULATION - Assurna.. .1telve is, ran SidelcolSect B I 0 ;. I [Z.... z.. 5k.s. Ford it% Unbalancood Indr-pownsis acting an Mos Upoft. I (saw - * I '111i ' FS7A"PLE . \ ' =g u" I � I I..,. Inch __ ...'ret, _ �� - _-) . (. 5_1 lk as' . ,_ 2" � 25' 500�00 - I (�D I Ismov t an"s I 2S' I- 2r - 1 I I I 28' 25' 213' 20' I (5 Dock Land duet net cankibute 2r , .�' �' �� to untialasoodload. J " � - � #111, ,K%O SIDE I SIDE 2 . SIDE1 I SIDE2 0�' _01- " ===Z4 -E::t= i � I I .? t" This loading situation may be represented by two separate > SECTION A SECTION 8 loading coagmms as allow I - I is divided by 2 because an evenly "' m ` I dr" of Is calculated as a lotat load at 8 Shoff load Is divided by 2 be cause, a shelf load Is sup - center of shelf deplit. 3 di"od"'w"he I -- parted by two upoiles. (iio ' F�;� .0, ��' L;� WALL SECIION UNBALANCED LOAD CALCULA'TnION* The method used to determine Vie unbalanced frich-pounds an o wall Section Is the some as Use method shown for an Island Section. Simply consider the side wilhout shelves having a ltmd of tann. bottom of this page. I Subtract the smaller untralanced load from Me larger. 13.250 fth-ptlunds - - 2,650 Inch -pounds I NOTE: See Wall Section Warn ngs ill e NOTIM. " Al Indicates Inch -pounds. = 10.600 Inch -pounds This Is Use total unbalanced load acting an lhe uprite and must never exceed 42.DGO Inchi-paunds per uprite ---J CAUTION*. In ft example. 10,600 Inch -pounds coem, Mcl exceed Me 12,900 fric"aterd throrl. However, MAR that the total of Section A and 8 on Side 2 15 13,250 In"ounds. This means that Side 2 would exceed the 12,aoo Inch -pound firnfil if loaded before Side 1, or I Side 1 woo unloaded before Side 2. Therefore. [it Ilia above example. Side I (the side with the arnalloor load) must be loaded hotel& Side 2 is looded. and Side 2 must be unam ded to less than 12.000 Inch-pouncis to Store Side I Is unkneded. DO NOT EXCEED 12,0041 INCH -POUNDS UNBALANCED LOAD! To rephomilly an Island that has an unbalanced laosdo see other side. I I I SPECIAL WARNINGS1 EXTENSION UPRITES - The maximum unbalanced land an shelves above the joint an an Extension Upfflao Should not exceed 25M Inch-Imunds. Exceeding this maximum load may cause shelving to Up over rasulfirort In personal Injury or properly damage. PEGBOARD BACK LOADS - The load applied to Pailboard Backe WAII 8 stands Bottom Ral should red exceed 15DIbs. In totoll, 50 hus. in arly �ngfes�cjuam 1. � .. I .---.. - . To hera avast overhuntlag., OVERTURNING WARNINGS - The height of eve UpHle (Including Extension Upfts, 0 used) should not exceed the leveler spacing times six. Sea the crients. - 9 Upritea on Wall Sadlarts exceed the heights WK the Base Bracket end the Upnlo lavalars must be anchored to Ind floor or otherwise braced. - It Ue3 on=' z' n 'b'dand Sections exceed Me heights listed, the Base Bracket . -------I WALK, l he t th Sc d th gase Brachatsmustbe assured to the WAR ass. Section --w ­­ --- -_ I I" - sa.so'sor - BASE Size (Shelf depth * 2) a (ShBjfjoac1+2) SIDE I I SIDE 2 - 9 374- ' 12.5" X 109 a 1.250' At 12 1'4' I., rl� ... I ... ... .. 14" x IN_ = 1,0100' 4 - 1:11 __ _# IZ61 x 2509 -_ = ior 3.1 71T # 21 31117 14" x 25M to 20' 3.500" 9 _ g. 125 x 2509 = "-' oi-44 REV. AA POO# 61181 9/25/Z008 3.1 # I . I 1 .. X 2504 = - 3,50ir 0 I I TOTAL (Socallon A and B) 1 2.sSB­ # _L!�25c��# 1 bottom of this page. I Subtract the smaller untralanced load from Me larger. 13.250 fth-ptlunds - - 2,650 Inch -pounds I NOTE: See Wall Section Warn ngs ill e NOTIM. " Al Indicates Inch -pounds. = 10.600 Inch -pounds This Is Use total unbalanced load acting an lhe uprite and must never exceed 42.DGO Inchi-paunds per uprite ---J CAUTION*. In ft example. 10,600 Inch -pounds coem, Mcl exceed Me 12,900 fric"aterd throrl. However, MAR that the total of Section A and 8 on Side 2 15 13,250 In"ounds. This means that Side 2 would exceed the 12,aoo Inch -pound firnfil if loaded before Side 1, or I Side 1 woo unloaded before Side 2. Therefore. [it Ilia above example. Side I (the side with the arnalloor load) must be loaded hotel& Side 2 is looded. and Side 2 must be unam ded to less than 12.000 Inch-pouncis to Store Side I Is unkneded. DO NOT EXCEED 12,0041 INCH -POUNDS UNBALANCED LOAD! To rephomilly an Island that has an unbalanced laosdo see other side. I I I SPECIAL WARNINGS1 EXTENSION UPRITES - The maximum unbalanced land an shelves above the joint an an Extension Upfflao Should not exceed 25M Inch-Imunds. Exceeding this maximum load may cause shelving to Up over rasulfirort In personal Injury or properly damage. PEGBOARD BACK LOADS - The load applied to Pailboard Backe WAII 8 stands Bottom Ral should red exceed 15DIbs. In totoll, 50 hus. in arly �ngfes�cjuam 1. � .. I .---.. - . To hera avast overhuntlag., OVERTURNING WARNINGS - The height of eve UpHle (Including Extension Upfts, 0 used) should not exceed the leveler spacing times six. Sea the crients. - 9 Upritea on Wall Sadlarts exceed the heights WK the Base Bracket end the Upnlo lavalars must be anchored to Ind floor or otherwise braced. - It Ue3 on=' z' n 'b'dand Sections exceed Me heights listed, the Base Bracket . -------I WALK, l he t th Sc d th gase Brachatsmustbe assured to the WAR ass. Section --w ­­ --- -_ I I" - sa.so'sor - BASE Size LEVELER SPRcbmrAj TALLEST -Tw - IT -Tzv- 9 374- ' W 16, 12 1'4' 72" 19" is 314* mr 22' " 3411' ior 251 21 31117 lzr 20' 24 314* 144' _ . o ne Upruss wish SAP pins. - Contest local building official for arnincuring requirements In seismic zones. :kinjurroLor sheir clopfin cannot exceed Base Dock depth. Do not hung Peg HooK She Iva s. of other actsooscrias on the back side of a Wait Sac� lion or any sectan w4hood Sess Brackets. Wall Sections do not have Base Brackets an thoback.81dourovIds Support, and Use offine back side to display Merchandise I may cause ale 5 an to up over. , - 11 Do not low tali or heavy Items agifirist Shelving unless shelving is anthm'60 to ft Suit - - rmsool,14', able building Wide. to #10 III Room vrw,nuo24k1:ra` Ing" and torce of loaning hernsc 1. to civerium or collapse. HILAND MPO Falluratufano iswf a n d I _____� LEVELER I UNWRTF D or the Mature. ra BASE I da=g1&oPt&9*p`rtapsrty, or area quattaft samu � SIZE I SAA0146tal I UPRITE I I � 1 1 - is ,it 114 Fluor haring �' ' 1.118 V " ' Ur ��'�7= � -1 . T."91 25 lie W . __� I , I ,.--.r le"r 25 le ! 144* i .. I= 40M uma? . "Imoullum tol1r, _'� I Jrzmx"" .;:."_1"1.. �T ' CaSTO[WroeSM2211-0182 I (Comda-CW)TuflFm$0&24FAB30) - Shoot I of R 02511111..zlatCurparabcon I INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING TS SYSTEM STABILIZING REQUIREMEN Uprite heights and crossbrace requirements -3rd hole from the bottom, typical all uprites Where adjacent sections . I - have braces, offsff the braces (1) hole on the common uprite k_J SSK _RD (2.) -RD SS)( =JR.Occ for ."Un gilla - lfal�oaadollsm ..doulitillsealion so - ..side ady"W1 Mail Slown, mum R=hosommiontat, Ir - R Mum 4 an -Tli!�daca rao-irtan fi"m see other side _t..� �� :.�' ... . :'. :%; . :::::: - ; "'! . .. ..... " . ='Zo of � IMPORTANT '/ -"- . - - 11' : _'. . / adjacent to ft CSF 1: : 0 E�it' 1' 1T I 1 13' - 16' 1 toward r, � ­­ SameaructodErol be In- / I t * y .1 Upoig, 4) , IMPORTANT � ­!' I !!:.I IN., ft. ;:. :-.� �;::. I � CI I- men press . ".�f�" Bin 0 Bracket End Trim . !�� ...'a . : .. - � . selad kffm Installing cnwwwg .-1 z stakedhaElucaliftshifing - ;!;;. Lt . Ifoor. �:�i::�i. - ' , : 11 , 1 -6 I"ard ;jI ,'-rli: wgars�71 - - !:.:�.;' ;9 I (1) (21) .;!::: .:�-.� ;:::::;. I . 1- 0 / ::: lages I:,- . .. - , ... I I I / 1". ; b1111 Boar. �_�:�r''. � . " . -, 0 Uft SSX_RD SS)( HD . . I @ iii ­.� / ::: I - I " ,:: . ' - . Z 1,01 I I I., i - I �-_ ch / I ::: 1� � ", A �' ;;;L i 12A (1) 5t-RT4bDJ10ETfS5tS 10P1 I __ sit an lack ::::::y Z I Do mum .ill / - SET - Slide am Base Bracket ndl , IMPORTANT _111. --) d - tab an BET b I � ,:�) BET- Ease over Base Snadvaluort IMPORTANT I �� I Deck Morn - S@( HD 0 Base Bracket fees Gostall at rig I Sao Phun Mew C I I �`�`�� IS ) -1 ( sit an task act I hfi. of Base SIR lost __ I ShoplaboonSIETrustoontopor Eve, Plan View I tab an SET 6.11 _ a _/'_� - L 9- 13 Bracket Is" noted of rightil. of Raft Boukel . I nonvoter 9 () Aii "___� � . J 9 . - 13. X.at "" 2. Putrur FE'S ""' above for.mamg ___ A agalrostas = 8350 wackifl �� - 0 Z Put mor Range end Trim nr install Sue Decks and Shelves as shown. Be sure Bros: End Trhint (10 s Installed before Installing Base Doces s`nm 88 red, E dda shown S on air End Trim Al 1 1 . InstallBase End Trims, Uprits End Trims and Top Ralls, 1 2 . (gas Stop ill. Relloor to Allowable Shelf Load Unilks. S chon sheirbroarmation. .71do .hown Instal Base Decks and Shelves as shown. Be sure Bass End Trim (BET) Is Instaged before Installing Base Decks 1= 6336 PERSHING DRIVE 01-44 REV. AA 1 0 . Install lima Slid Trims. Uprits End Tdoms and Top Rare. 11 a (see Step 1101).RefarluAllawablaStrurf Load Limits Section Sheet lArarsholffriformallmort. 71�' �_ - - - 50W �Ia�' OMAHA, NEBRASKA 68110 PCO# 61181 9/25/2008 01-13 REV.AR 520" 1112005 QN-aziRrCarparation2008 Sheet I of 2 Ic (800) 228-9082 PAGE 20 OF 21 - - _____ i INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING S -SERIES STORAGE SHELVING S -SERIES STORAGE SHELVING S -SERIES STORAGE SHELVING S -SERIES STORAGE SHELVING CLOSED WOOD STORAGE SHELVING ASSEMBLY INSTRUCTIONS BASIC SYSTEM ASSEMBLY INSTRUCTIONS BASIC SYSTEM ASSEMBLY INSTRUCTIONS BASIC SYSTEM ASSEMBLY INSTRUCTIONS BASIC SYSTEM ASSEMBLY INSTRUCTIONS FLOOR PROTECTORS/SHIMS BACK-TO-BACK RUNS WITH CROSSBRACES STABILIZATION WITH CROSSBRACES 7. Floor protectors/shims are used to protect floors when required by the customer and to aid In leveling the S. The sections in the back-to-back runs must be fastened to one another. Them are two ways to do this: 3. All shelving runs should be stabilized on the first section, last section, and every fourth section between. I CALMON.' AT LEAST TWO PEOPLE ARE REQUIRED TO system (by stacking the shims) when required. Install shims after assembly of the Starter Section by tieing With the #8 x 5/8" sheet metal screws provided, attach the crossbrace to the Uprites using the small holes on STABILIZE THE SYSTEM DURING ASSEMBLY. 4� long level or plumb bob. Upon determining which side needs to be raised, lift one uprifte at a time and then (1) Install cross -braces on one run first and then screw the uprites of the second run to the first ADDING SECTIONS: the face of the Uprite. On Uprites higher than 8', two crossbraces are required, one above the other. See position shim(s) as shown. 4. Hook shelf tabs into pockets in line with one of the center shelves of the starter section. Hook tabs at other end SYSTEM STABILIZING REQUIREMENTS pages 19 & 20 for specific style and quantities for your specific uprite height. WARNIN61; REFERENCE PAGE 21 FOR PRODUCTSAFETYINFORMA 71ON WAUrNG. DO NOT STACK MORE THAN (5) SHIMS UNDER AN UPRITE POST. ALWAYS CENTER SHIM(S) (2) Install crass -braces at the same time that the back-to-back uprites are screwed together. of shelf into pockets of free uprite. Install remainder of shelves at required positions. Crossbraces; should be UNDER THE POST. attached as Instructed by SYSTEM STABILIZING REQUIREMENTS Pages 19 & 20, WARNING1 DO NOT USE POP RIVETS TO FASTEN CROSSBRACES To UPRITES. ALWAYS USE #8 SHEET NOM FLOOR PROTECTORS/SHIMS CANNOT BE USED IN CONJUNCTION WITH FLOOR ANCHORS. (See illustrations of the methods) MErAL SCREWS OR UPRMS MAY BECOME SEPARATED UNDER LOAD, CAUSING A POTENTIAL HAZARD. I Shelf a I CAUTION: When (2) Uprites are secured together, a #8 x 3/4" screw should be used. (See page 18) WARNZNGITHE SHELVES MUST BE LEVEL AND EACH CORNER MUST FULLY ENGAGE THE UPRITE POCKET. (BRACES MUST BE LOCATED AS SHOWN BY SYSTEM STABILIZING REQUIREMENTS PAGES 19 & 20.) 1 - . ��-.% about midpoint I I 1 6. Fasten the back to back runs together with #8 x 31,T' sheet metal screws. If method (1) above is used, hold an 1/8" thick, . "I for stabillizabon i temporary spacer between the uprite posts (except where the crossbrace screws are located) to maintain post spacing . - 11 - while they are being ftistened together. Remove and re -use spacer. If method (2) above is used, the screw must go . . �_,_-':' - - . ,: .11.11 - ..' ";: . 1111111110, Floor Anchor through one post,, then the crossbrace, then the other back-to-back post, as shown. - (WS1241) / Sheet Floor Shi i IMPORTANT: All back to back posts must have one screw within 18" of the top of the uprite, one within 18" of the bottom, _# 5 Boo N t Th I (-';SFS) - -J"01_1 ' rr,�� " . and Intermediate screws no more than 36' apart. / / 118etXal Screw o e: e bottom side of the cross regular duty (S$ -R) shelves are stamped "BD"ffOM" and should be facing downward when Installed Closed I I In I �- � . � . . . . - HIGH) I . I , - , 1. - ,��.� . . � �N (OVER 96 �:. I.. 11 ­ __-1-0055"I .... .---------- --.-- ­ . �� 1. � I ­ I ... . ... .... � -...-.---..--..--.---.-.-----..----..--.,.I ------ ____.__.__'___ � . � from the bottom Shelf hooked in 2nd poc 11 (UP TO 96" HIGH) 1. Hold two (2) Uprite assemblies vertical and hook tabs of a shelf Into the Znd pocket from the floor. 2. Install a shelf near the top of the Uprites and Install an intermediate shelf an taller uprites. (Over 96" high) This will help stablize the section. Reference pages 16 & 17 for shelf styles and for proper shelf orientation. I "�ARNINGI TO STABILEZE THE FINISHED SYSTEM, A BOTTOM SHELF SHOULD BE INSTALLED WITHIN 6" Of THE FLOOR (UNLESS FLOOR ANCHORS ARE USED. SEE PAGE 7 AND A TOP SHELF WITHIN 12" OF THE TOP OF THE UPRITE, AND ) SHELVES SPACED NO MORE THAN 48" IN EACH SECTION ON THE RUNTO MAINTAIN THE RATED LOAD CARRYING CAPACM OF THE SYSTEM. SEE SYSTEM & SHELF LOAD CAPACITIES PAGES 16 & 17. M-.' �_ _­­av 228-9882 01-44 REV. AA PCO# 61181 9/25/2008 PAGE 8 OF 21 1 1 G:T ON DO L A $ &HE L V i Nr -:-T A&5E1"ouooso1`5L "*� FLOOR ANCHORS 8. Place the floor anchor under the uprite post Attach the anchor to the uprlte post with a #8 x 5/&' long washer head screw. (the floor anchor is designed to be used with commonly available anchor studs. Follow the Installation. instruction provided with the anchor studs or the recommendations a structural engineer to satisfy building code requirements.) WARN.rNS, FLOOR ANCHORS MUST HE USED WHEW (1) THE UPRITES 1HE1GKT TO DEPTH RATIO EXCEEDS 6:1. (IF THE TWO SECTIONS ARE CONNECTED BACK-TO-BACK, USE THEIR COMBINED DEPTH TO CALCULATE THE HEIGHT TO DEPTH RATIO.) (2) THE BOTTOM SHELF IS NOT WITHIN 6" OF THE FLOOFL (3) ON ALL UPRITE POSTS AND SUPPORT POSTS THAT SUPPORT A 2ND LEVEL CATWALK SYSTEM. (4) LOCAL BUILDING CODES REQUIRE THEM. (5) SHELVING MUST BE ANCHORED TO THE FLOOR, TO A SUITABLE BUILDING WALL, OR OTHERWISE BRACED TO PREVENT OVERTURNNING IN THE EVENT TALL OR HEAVY ITEMS ARE LEANED AGAINST THE SHELVING, . I � � � L BASE FRONTS I 0 z' If base fronts are to be used, install with hooks in bottom pocket of uprite as shown below, � � '�' ,"'. ' ,i4 ;I 9. Install bottom shelf above base front with shelf tabs seated In upilte pockets. t�� r "I I- ` � , � �, ___ . . . .... __.___________.' . - _..____'_ � I , �'. � I . I I : . . . . .1 � . ­ I I I ­ . 11 I I I I 11 , . I ; ' . 11 � I . Base Front - I Shel 11 11 I . "I I � ''I , 1 � �". I � I � . I � , . , __ . . I . I I �1' ''. ­ 11 ,. 14 � , . . �' .11 r .. -, I � I I 1. � (SS;113--) 11 _' ­ , . I_ - ­... I I... �� � . ��.' . -1 I I � I . I- -­/... � � I L. .. I � �� _... I . I I ... : . I 1. � \r__�=��� .___-;�_'__� � - tl;;k� ___ __ --."--. -_ -_------`IN __ -_ ____.______ -------- �---M'�DF-7ERMINE"ME�CORRE(.7-CROSSBRACE'TO-USE--------'---------------------.---------------------,-----.------.-------------- �' ­_��_____ _�__� --- MEASURE THE LENGTH OF THE CROSSBRACE AND USE THE FOLLOWING CHART: wl"' --"' -v--,, L-Uprite pocket . r, - wo.0-M- I . . �­' lvwwllz� 72", 84 ", 9641 uprites 108" & Higher Lower Brace Upper Brace I 3V 4VI .1, I ase Front (METHOD 1) (METHOD 2) . 74 1/16" BO 5/8" (SS113-) .�E7 'f 45'7�� ,/%Z 'g 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 01-44 REV, AA PCD# 61181 912512008 I 'O 4 2�0�2 !!Q 6336 PERSHING DRIVE OMAHA, NEBRASKA 68110 oi-44 REV. AA POO# 61181 9/25/Z008 . 6336 PERSHING DRIVE 0 1 ol-44 REV. AA /'!�! I -P ;��2�_ 9125/2008 - (800) 228-9882 PAGE 7 OF 21 OMAHA, NBRASKA 68110 PCO# 61181 CM LOZIER CORPORAMON FA- -- ­­­ (800) 228-9882 PAGE 6 OF 21 A%_.-_-_.__.' (800) 228-9882 PAGE 5 OF 21 *ACrUAL LENGTH OF CROSSBRACE Section Width 36", 48 ", 6011 Uprites 72", 84 ", 9641 uprites 108" & Higher Lower Brace Upper Brace I 3V 4VI 47 1/2" 57 3/16" 74 1116" so 5/8P 741/16" 80 5/11" . 74 1/16" BO 5/8" A—— --- 6336 PERSHING DRIVE OMAHA, NEBRAW 68110 (800) 228-9882 01-44 REV. AA PAGE 4 OF 21 9/ R39@) 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record SUBMITTED FOR REFERENCE ONLY Professional of Record Professional of Record Professional of Record 110/12/18 1 PERMIT/BID/OWNER A I DATE I REVISION I PROJECT NAME / LOCATION I MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BAU BLVD WORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROIECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB I CHECKED: BKN SHEET TITL E / NUMBER GONDOLA DETAILS INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING BASIC SYSTEM ASSEMBLY INSTRUCTIONS STARTER 'SECTION CAUTION: AT LEAST TWO PEOPLE ARE REQUIRED TO E STABILIZE THE SYSTEM DURING ASSEMBLY. WARIIIINGl, REFERENCE PAGE 21 FOR PRODUCT.SAFETYINFDRMA77ON■ 1. Hold two (2) Uprit a assemblies vertical and hook tabs of a shelf into the 2nd pocket from the floor. 2. Install a shelf near the top of the Uprites and install an intermediate shelf on taller uprites.. (Over 96" high) This will help stablize the section. Reference pages 16 & 17 for shelf styles and for proper shelf orientation. WARNING! TO STABILIZE THE FINISHED SYSTEM, A BOTTOM SHELF SHOULD BE INSTALLED WITHIN 6" OF THE FLOOR (UNLESS FLOOR ANCHORS ARE USED. SEE PAGE 7) AND A TOP SHELF WITHIN 12" OF THE TOP OF THE UPRITE, AND SHELVES SPACED NO MORE THAN 4 IN EACH SECTION ON TH 8"' H S 0 E RUN TO MAINTAIN THE RATED LOAD CARRYING CAPACITY OF THE SYSTEM. SEE SYSTEM &SHELF LOAD CAPACITIES PAGES 16 & 17. 6336 ' U OMAHA, NEBRASKA 68110 PCO# 61181 9/2ING DRIVE 01-44 REV. 5(2008 020M LMEn CORPORAMON (800) 228-9882 PAGE 3 OF 21 INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING CLOSED WOOD STORAGE SHELVING ASSEMBLY INSTRUCTIONS ADDING SECTIONS: 4. Hook shelf tabs Into pockets in line with one of the center shelves of the starter section. Hook tabs at other end of shelf Into pockets of free uprlte. Install remainder of shelves at required positions. Solid wood backs should be attached as Instructed by SYSTEM STABILIZING REQUIREMENTS Pages 19 & 20. WARNING! SOLID WOOD BACKS MIDST BE LOCATED, AT A MINIMUM, AS SHOWN BY SYSTEM STABILIZING REQUIREMENTS PAGES 19 & 20. WA THE SHELVES MUST BE LEVEL AND EACH CORNER MUST FULLY ENGAGE THE UPRITE POCKET. `--'_7 z 6336 ff4 OMAHApNNEBRASKA 68110 PCO# 181 9/2ERSHING DRIVE ol-44 REV. AA 2008 02008 WZM CORMRAMOR (800) 228-9882 PAGE 10 OF 21 GONDOLA $ SHELVING ,455EM5LY ■ ui .n INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING SYSTEM STABILIZING REQUIREMENTS WARNING!'ALL RUNS OF STORAGE SHELVING MUST HAVE AT LEAST TWO SECTIONS LATERALLY STABILIZED, AS SHOWN BELOW. (EXCEPT A SINGLE FREE STANDING SECTION) RUNS MUST BE STABILIZED ON THE END OR STARTER SECTION, AND STABILIZED, AT MINIMUM, ON EVERY FOURTH SECTION THEREAFTER, PLUS STABILIZED ON THE LAST SECTION. FAILURE TO DO`THIS 14AYRESULT IN PERSONAL INJURYAND PROPERTY DAMAGE. EXAMPLES OF STABILIZER LOCATIONS: NUMBER 1 OF SECTIONS CROSSBRACE Crossbraces must be fastened into the small hole In the face of the uprite post with #8 x 5/8" sheet metal screws. DO NOT use pop rivets to fasten crossbraces to uprites. Start at the bottom as shown on page 20. 2 Where adjacent sections have braces, offset the braces (1) hole on the common uprate post 3 SOLID WOOD BACKS 4Solid wood back panels may be used in place of crossbraces. If solid wood back panels are used In back-to-back runs, the posts on the other side must have ,crossbraces. Back-to-back 5 instructions for CLOSED WOOD STORAGE SHELVING pages 8 thru 11. U SOLID STEEL BACKS Steel back panels may be used in place of crossbraces. Screws must be 7x__ installed in all slot locations of the steel back panels. See back-to-back run instuctions for STEEL STORAGE SHELVING pages 12 thru 15. 8 1 IX.1 BACK-TO-BACK RUN BRACING These runs may share common bracing only if the 9 back to back uprite posts are securely fastened together with screws or with back-to-back connectors. See back to back 10 instructions for individual styles of storage shelving. 1I 12 13 INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING SHELF OPTIONS AND SYSTEM LOAD CAPACITIES WARNING!. REFERENCE PAGE 21 FOR PRODUCTSAFE7YINFORMA`77ON NOTE STYLE AND PROPER ORIENTAION OF SHELF HOOKS Regular Duty storage shelf (SS R) Heavy Duty storage shelf (SS_H) evenly distributed evenly distributed NOTE: The style and quantity of cross -braces in each braced section depends on the height of the uprites, as shown on page 20. REV. AA � 0144 REV. AA 6335 PERSHING DRIVE .. 6336 PERSHING DRIVE 01-44 PFdt O O i 25 2008 25 2008 PCO 6 81 9 9 # 11 / PCO# fi118i 68110 1 :OMAHA, NEBRASKA 68110. / I � OMAHA, NEBRASKA -- -- (800) 228-9882 PAGE 19 OF 21 CA--,nncn MDUMAnnu (800) 228.9882 PAGE 16 OF 21 INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING STEEL STORAGE SHELVING ASSEMBLY INSTRUCTIONS STARTER SECTION CAUTION: AT LEAST TWO PEOPLE ARE REQUIRED TO STABILIZE THE SYSTEM DURING ASSEMBLY. WARNING: REFERENCE PAGE 21 FOR PRODUCT SAFETYINFORMATI'DN. INSTALLATION INSTRUCTIONS S -SERIES STORAGE SHELVING STEEL STORAGE SHELVING ASSEMBLY INSTRUCTIONS ADDING SECTIONS: 4. Hook shelf tabs into pockets in line with one of the center shelves of the starter section. Hook tabs at other end of shelf into pockets of free uprate, Install remainder of shelves at required positions. Crossbraces or steel backs should be attached as Instructed by SYSTEM STABILIZING REQUIREMENTS Pages 19 & 20. WARNING! DO NOT USE POP RIVETS TO FASTEN CROSSBRACES OR BACKS TO UPRITES. ALWAYS USE #8 SHEET METAL SCREWS. (BRACES MUST BE LOCATED AS SHOWN BY SYSTEM STABILIZING REQUIREMENTS PAGES 19 & 20) WARNINGS THE SHELVES MUST BE LEVEL AND EACH CORNER MUST ENGAGE THE UPRITE POCKET. 1. Hold two (2) Uprite assemblies vertical and hook tabs of a shelf into the 2nd pocket from the floor. 2. Install a shelf near the top of the Uprites and install an Intermediate shelf on taller Uprites. (Over 96" high) This will help stablize the section. Reference pages 16 & 17 for shelf styles and for proper shelf orientation. WA To STABILIZE THE FINISHED SYSTEM, A BOTTOM SHELF SHOULD BE INSTALLED WITHIN 6" OF THE FLOOR (UNLESS FLOOR ANCHORS ARE USED. SEE PAGE 7) AND A TOP SHELF WITHIN 12" OF THE TOP OF THE UPRITE, AND SHELVES SPACED NO MORE THAN 48 IN EACH SECTION ON THE RUN TO MAINTAIN THE RATED LOAD CARRYING CAPACITY C OF THE SYSTEM. SEE SYSTEM & SHELF LOAD CAPACITIES PAGES 16 & 17. AA . 6336 PERSHING DRIVE 01-44 REV� 6336 PERSHING DRIVE 01-44 REV. AA O OMAHA NEBRASKA 68110 PCO#..:.611814 25/2008 C7 OMAHA.NEBRASKA.66110 PCO# 61181 9%25/2D O8 r.�.n,.,nnro �.,■.,,e,,,,nu (800) 228-98$2 PAGE 12 OF 21 (600) 228-9$82 PAGE 14 OF 21 fPV.arm■ nma rno■nonsrnv 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS/ ENGINEERS Professional of Record SUBMITTED FOR REFERENCE ONLY Professional of Record Professional of Record Professional of Record 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: AAB CHECKED: BKN SHEET TITLE / NUMBER GONDOLA & SHELVING DETAILS F2. 1 i I I !I 21 ' 5"x36' TURN R .--_ /DUGT WITH INTERIOR \ TYP OF 2 ' 26/15 51 DE5 I RET BOTTOM OF GRILLE '700 BOTTOM 12-6" A.F.F. I 5AD 1500 3W 5" DIA. N. I ' RET 150 ----- 12/5 2 51 5 BOTTOM OF GRILLE AT T-6" A.F.F. � u - BOTTOM OF UNIT I HEATER AT 10'-0" '„ I AFF MIN. BY LL. FEW VD \ 2 1 TR Q \350/ 16/5 d� 2211x18" I I TYP OF 2 20" DIA "X*" F/- IL`T l= J I I it 1 i � I d) I TR � 350 Q p TYP OF 2-I 8" DIA - - - 26/18, 2 SIDES 200 BOTTOMOF GRILLE �4W 8„ VD 8 DIA AT 12 -6��A.F.F. � � � �,.,, Q TYPICAL OF 2 75 _ DIA 2W 6' 6" DIA. 2W 6"1/D SAD 4W 8" DIA. N. -' IA. 200 DIA. N. _ 4W 8" RET EF -1 DIA. N. loo 100 200 5" DIA. TOILET EXHAUST DUCT UP THROUGH ROOF. PROVIDE WITH ROOF CURB AND VENT TERMINATION. VERIFY ROUTING AND ROOF PENETRATION LOCATION IF FIELD PRIOR TO BID. SEE DETAIL SHEET M2.0 12/8, 2 SIDES BOTTOM OF GRILLE AT 7'-6" A.F.F. I � SUPPLY AIR FROM THIS SIDE OF CONCENTRIC DIFFUSER SHALL BE ADJUSTED TO 0 GFM BY INSERTING A BLANK -OFF PLATE BEHIND THE DIFFUSER. E i D ( B FAN: i I a { I I � SUPPLY AIR FROM THIS SIDE OF CONCENTRIC DIFFUSER SHALL BE ADJUSTED TO 0 GFM BY INSERTING A BLANK -OFF PLATE BEHIND THE DIFFUSER. E i D ( B FAN: FILTER: I a { I NET HEATING / GOP: A POWER AUXILIARY ELECTRIC WHEEL P4ATT5 - _ I NOTES: 8.6 L LEOEND CEILING SUPPLY AIR DIFFUSER 24/24 ® GEILING SUPPLY AIR DIFFUSER 12/12 CEILING RETURN AIR GRILLE 24/24 ❑T THERMOSTAT AG-? OS TEMPERATURE 5EN50R ® CARBON DIOXIDE SENSOR NEW DUGTWORK NEW DUGTWORK WITH ACOUSTICAL LINING EXISTING DUCT TO REMAIN ' VD VOLUME DAMPER 1 VOLUME DAMPER W/ REMOTE OPERATOR SAD TYPE OF AIR DEVICE 100 AIR QUANTITY (GFM) 4W 12" DIA. N- NECK SIZE, ROUND OR I RECTANGULAR DIRECTION OF AIR FLOW X/Y X, INCHE5, SIDE OF DUCT 5HOWIN6, 5AD SUPPLY AIR DIFFUSER RET RETURN AIR GRILLE TR TOP REGISTER FD FIRE DAMPER 5D SMOKE DAMPER F5D FIRE / SMOKE DAMPER BD BACKDRAFT DAMPER SMOKE DETECTOR Fe -1 P SUPPLY - PHOTOELECTRIC SMOKE DETECTOR 2 I RETURN - IONIZATION (E) EXISTING (R) RELOCATE (N) NEW ® FG FLEXIBLE CONNECTION Q� FIELD CONNECTION -� 9.6 NOTE MECHANICAL SYSTEM TO BE PROVIDED AND INSTALLED BY LANDLORD. NOTE: THE BOTTOM SURFACE OF CONCENTRIC DIFFUSERS ARE TO BE MINIMUM OF 12-6" A.F.F. LANDLORD SHALL PROVIDE ELECTRICAL POWER TO THE ROOFTOP UNITS AND PROVIDE CONTROL WIRING. ALL DUCTWORK TO BE INSTALLED AT A MINIMUM BOTTOM ELEVATION OF 12'-6" A.F.F. NOTE: 0 MECHANICAL SYSTEM TO BE PROVIDED AND INSTALLED BY LANDLORD. NORTH MEG�4ANfCAL PLAN SCALE: 3116' - V -mu ROOFTOP HEAT PUMA' UNIT 5GHEDULE (LANDLORD PROVIDED) UNIT: FAN: FILTER: LEOEND CEILING SUPPLY AIR DIFFUSER 24/24 ® GEILING SUPPLY AIR DIFFUSER 12/12 CEILING RETURN AIR GRILLE 24/24 ❑T THERMOSTAT AG-? OS TEMPERATURE 5EN50R ® CARBON DIOXIDE SENSOR NEW DUGTWORK NEW DUGTWORK WITH ACOUSTICAL LINING EXISTING DUCT TO REMAIN ' VD VOLUME DAMPER 1 VOLUME DAMPER W/ REMOTE OPERATOR SAD TYPE OF AIR DEVICE 100 AIR QUANTITY (GFM) 4W 12" DIA. N- NECK SIZE, ROUND OR I RECTANGULAR DIRECTION OF AIR FLOW X/Y X, INCHE5, SIDE OF DUCT 5HOWIN6, 5AD SUPPLY AIR DIFFUSER RET RETURN AIR GRILLE TR TOP REGISTER FD FIRE DAMPER 5D SMOKE DAMPER F5D FIRE / SMOKE DAMPER BD BACKDRAFT DAMPER SMOKE DETECTOR Fe -1 P SUPPLY - PHOTOELECTRIC SMOKE DETECTOR 2 I RETURN - IONIZATION (E) EXISTING (R) RELOCATE (N) NEW ® FG FLEXIBLE CONNECTION Q� FIELD CONNECTION -� 9.6 NOTE MECHANICAL SYSTEM TO BE PROVIDED AND INSTALLED BY LANDLORD. NOTE: THE BOTTOM SURFACE OF CONCENTRIC DIFFUSERS ARE TO BE MINIMUM OF 12-6" A.F.F. LANDLORD SHALL PROVIDE ELECTRICAL POWER TO THE ROOFTOP UNITS AND PROVIDE CONTROL WIRING. ALL DUCTWORK TO BE INSTALLED AT A MINIMUM BOTTOM ELEVATION OF 12'-6" A.F.F. NOTE: 0 MECHANICAL SYSTEM TO BE PROVIDED AND INSTALLED BY LANDLORD. NORTH MEG�4ANfCAL PLAN SCALE: 3116' - V -mu ROOFTOP HEAT PUMA' UNIT 5GHEDULE (LANDLORD PROVIDED) UNIT: FAN: FILTER: ELECTRICAL: NET COOLING: NET HEATING / GOP: A POWER AUXILIARY ELECTRIC WHEEL P4ATT5 VOLTAGE MANUFACTURER NOTES: AND SET AT 35 DEGREES. PROVIDE WITH STANDARD WHITE FINISH, LAY -IN BORDER FOR INSTALLATION IN GEILING ENGL. DEG F OUTDOOR TEMPEXHAUST: MARKEL 5100 HEAT: OPER. NT' MANUFACTURER MODEL NO. TAG LOCATION TON5: MIN. GFM HP.P.M EF -I 100 E.5.P. TYPE NO. EFF. OLT5-PH-H MGA MOGP MBHT MBH5 EER EDB EWB EAT MBH5 GOP MBH5 GOP FLA KW 5TA EAT LAT 05A TOILET ROOM EXHAUST 100 W.G. - DIRECTFG - 40A 120/1/60 GOOK 6C,-166 1,2,3 41 F 17 F SI ROOF MOUNTED "IS 300 3000 1.5 11006 1.0" :: D 5P. 2 3096 460-3-60 21.3 25 53.6 67.2 11.4 77.0 63.5 94A 88.0 3.40 51.0 2.25 2.2 --- --- --- --- 1,442 YORK HEAT PUMP XP0900B4 _ ROOF MOUNTED 10 500 41000 3.0 1,169 I.O" 2:: DISP. 2 30515 460-3-60 27 30 110.1 85.3 11.0 79.0 65.0 94A 106.0 3.40 59.0 2.25 2.2 --- --- --- --- 1,350 YORK 10 HEAT PUMP XPI20GOOR4 ROOF MOUNTED 12.5 1,000 5,000 5.0 1,405 1.0" 211 2 30515 460-3-60 37. 45 145A 110.5 10.6 79.0 65.0 94A 135.0 3.20 90.0 2.05 2.2 --- --- --- --- 11510 YORK 12 5 HEAT PUMP D15P XPI OOR4 BASIS OF DE -516M HEAT PUMP ROOFTOP UNIT WITH LOW -LEAK DOWN -FLOW ECONOMIZER, POWER EXHAUST, SMOKE DETECTOR, THRU-THE-BOTTOM SERVICE CONNECTIONS, FACTORY INSTALLED NON -POWERED 120 VAC 61701 CONVENIENCE OUTLET, AND GONDEN5ER COIL "E-GOATIN6". WEIGHT INCLUDES FACTORY # FIELD INSTALLED ACCESSORIES AND ROOF CURB FOR HP -I ONLY. HP -2 4 HP -3 REQUIRE ADAPTOR CURB WEIGHT ADDED TO OVERALL. NOTE5: 1) CONTRACTOR TO UTILIZE LANDLORD'S ROOFING CONTRACTOR FOR ALL ROOF PENETRATIONS. 2) ROUTE I" CONDENSATE DRAIN TO NEAREST ROOF DRAIN OR CUTTER THAT TIES DIRECTLY INTO PIPED STORM SYSTEM. 3) UNIT HP -I SHALL BE MOUNTED ON PREFABRICATED ROOF CURB BY "THYGURB". CURB SHALL BE TALL ENOUGH TO MAINTAIN CODE REQUIRED MINIMUM 6" ABOVE ROOF SURFACE AND BE INSTALLED PER NOA #13-0307. 4) MINIMUM R-Iq FIBERSLA55 BATT INSULATION IN ENTIRE ROOF CURB CAVITY PRIOR TO IN5TALLIN6 NEW ROOFTOP UNIT. 5) SMOKE DETECTOR SHALL BE INSTALLED IN THE RETURN AIR PORT -DUCT CONNECTION FOR EACH HEAT PUMP SYSTEM. 6) UNITS HP -2 i HP -3 SHALL BE INSTALLED ON FIELD SUPPLIED ADAPTOR CURBS. CONTRACTOR SHALL FIELD VERIFY DIMENTION5 OF EXI5TIN6 CURB AS NEEDED. EXHAUST FAN SGHEDULE (LANDLORD PROVIDED) TAG LOCATION SERVICE GFM SP RPM DRIVE TYPE WHEEL P4ATT5 VOLTAGE MANUFACTURER NOTES: AND SET AT 35 DEGREES. PROVIDE WITH STANDARD WHITE FINISH, LAY -IN BORDER FOR INSTALLATION IN GEILING ENGL. OR SURFACE MOUNT BORDER 51JITA13LE FOR INSTALLATION IN DRYWALL TYPE CEILING. TITUS MODEL #350 -FL OR MARKEL 5100 „ W.G. I,-r�11 ALUMINUM CONSTRUCTION, SURFACE MOUNTED, LOUVERED FACE DOUBLE DEFLECTION REGISTER. PROVIDE WITH DIA. I I PH. / HZ. MODEL NO. GRILLE AT CENTER OF CONCENTRIC, ASSEMBLY. PROVIDE WITH STANDARD FINISH. EF -I 100 TOILET ROOM EXHAUST 100 0.5" - DIRECT FG - 4OA 120/1/60 COOK GG -166 1,2,3 65 110 55# TW141 P3P51 IOCAIN 100 TOILET ROOM EXHAUST 100 OS" - DIRECTFG - 40A 120/1/60 GOOK 6C,-166 1,2,3 NUJ i=5: 1) FAN SHALL BE MOUNTED IN CEILING WITH VIBRATION ISOLATORS. 2) FAN SHALL BE CONTROLLED BY THE TOILET ROOM LIGHT SWITCH. 3) FAN SHALL BE PROVIDED WITH LOW LEAKAGE BACKDRAFT DAMPER. 1121 t*-*IECNANICAL SCHEDULES SMOKE DETECTOR TEST STATION (LL. PROVIDED) 5DT REMOTE TEST STATION WITH AUDIBLE AND VISUAL ALARM FOR DUCT SMOKE DETECTOR MANUFACTURED BY SIMPLEX ALUMINUM CONSTRUCTION, SURFACE OR LAY -IN MOUNT, ROUND NECK CEILING, DIFFUSER WITH REMOVABLE INNER MODEL 4098-9842. THERMOSTAT SGHEDULE (LANDLORD PROVIDED) DESCRIPTION LANDLORD TO FURNISH AND INSTALL A 51TE TM46 ALUMINUM CONSTRUCTION, SURFACE OR LAY -IN MOUNT, ROUND NECK CEILING, DIFFUSER WITH REMOVABLE INNER THERMOSTAT AT 72' A.F.F., THAT MUST BE ORDERED ETHROUGH POWERHOUSE DYNAMICS, MATT ROBERTSON: FINISH AND MODEL #D-75 OPP05ED BLADE DAMPER AND MODEL "55" SECTORING BAFFLE FOR AIRFLOW OTHER 617-340-5652 X217, MATT6POWERHOU6EDYNAMI05LOM THAN 4 -WAY BLOW. TITUS MODEL #TM5-AA OR APPROVED EQUIVALENT. NO EXCEPTIONS ALLOWED. DIFFUSER, REO I STER AND Oil I LLE SGHEDULE (L .L . PROVIDED) T"rPE DESCRIPTION STYLE ALUMINUM CONSTRUCTION, SURFACE OR LAY -IN MOUNT, ROUND NECK CEILING, DIFFUSER WITH REMOVABLE INNER "SAD' GONE A55EMBLY AND ADJUSTABLE VANES FOR CHANGING AIRFLOW DISCHARGE. PROVIDE WITH STANDARD WHITE AMPS FINISH AND MODEL #D-75 OPP05ED BLADE DAMPER AND MODEL "55" SECTORING BAFFLE FOR AIRFLOW OTHER EAT THAN 4 -WAY BLOW. TITUS MODEL #TM5-AA OR APPROVED EQUIVALENT. OPER' W. ALUMINUM CONSTRUCTION RETURN AIR GRILLE WITH BLADES ON 3/4" CENTER, PARALLEL TO THE LONG DIMENSION I I E T I I AND SET AT 35 DEGREES. PROVIDE WITH STANDARD WHITE FINISH, LAY -IN BORDER FOR INSTALLATION IN GEILING ENGL. OR SURFACE MOUNT BORDER 51JITA13LE FOR INSTALLATION IN DRYWALL TYPE CEILING. TITUS MODEL #350 -FL OR MARKEL 5100 APPROVED EQUIVALENT. I,-r�11 ALUMINUM CONSTRUCTION, SURFACE MOUNTED, LOUVERED FACE DOUBLE DEFLECTION REGISTER. PROVIDE WITH STANDARD WHITE FIN15H AND OPP05ED BLADE DAMPER. TITUS MODEL #300-F5 OR APPROVED EQUIVALENT. I I ALUMINUM CONSTRUCTION, DOUBLE DEFLECTION SIDE WALL SUPPLY DIFFUSER, ALUMINUM E66CRATE RETURN AIR G D GRILLE AT CENTER OF CONCENTRIC, ASSEMBLY. PROVIDE WITH STANDARD FINISH. YORK MODEL: HP -2: 605-22, HP -3: GD5-50. 5Ti;;?JUGTURAL 5UPPORT OF ROOFTOP H\/AG EGU I PMENT THE LANDLORD GENERAL CONTRACTOR SHALL RETAIN AND PAY FOR A LICENSED PROFESSIONAL EN61NEER (POR) FOR ALL WORK PERTAINING TO FOR THE STRUCTURAL SUPPORT OF NEW AND/OR RELOCATED ROOFTOP HVAC EGIUIPH ENT SHOWN OR REFERENCED ON THE DOCUMENTS. THIS ENGINEER (POI) SHALL PERFORM ALL NECESSARY FIELD INVE5T16ATIONS, ANALYSIS, AND DE516N AS REGIUIRED TO SAFELY SUPPORT ALL ROOF -MOUNTED EGIAPM ENT RELATED TO THE WORK. THE POR SHALL DESIGN ALL 5UPPLE14ENTAL FRAMING AND SUPPORTS AND ALL REINFORCEMENT OF THE EXISTING STRUCTURE AS REGAARED TO COMPLY WITH ALL CODES, REGULATIONS, AND 60M ENGINEERING PRACTICE. THE POR SHALL 516N AND SEAL ALL DRAWIN65, CALCULATIONS, AND ALL OTHER DOC.UNENTS AS NECESSARY TO OBTAIN BUILDING PERMITS, APPROVALS FROM AUTHORITIES HAVING JURISDICTION, AND CERTIFICATES OF OCCUPANCY. COPIES OF ALL APPROVAL AND PERMIT DOCUMENTS SHALL BE PROVIDED TO THE LANDLORD, PRIOR TO STARTING ANY ROOFTOP EGIUIPMENT INSTALLATION. ELECTRIC UNIT HEATER SCHEDULE (L.L. PROVIDED) TA6 MANUFACTURER MODEL NO. STYLE KH GFM VOLTS -PH -Hz AMPS FAN: EAT LAT OPER' W. REMARKS: NO. HP ENGL. MARKEL 5100 WALL MTD. 10 SERIES HORIZ. 10 '700 460-3-60 12.1 1 1/50 TEFL 65 110 55# TW141 P3P51 IOCAIN HERM05TA NU I =: 1) UNIT HEATER SHALL BE MOUNTED FROM TOP CHORD OF J015T5 WITH VIBRATION ISOLATORS. 2) UNIT HEATER SHALL BE PROVIDED WITH FUSED D15CONNEGT SWITCH. 3) UNIT HEATER SHALL BE PROVIDED WITH AIR FLOW 5WITCH TO SHUT HEATER OFF IN THE EVENT OF FAN FAILURE. YORK NATIONAL AGGOUNT YORK NATIONAL ACCOUNTS HVAG EQUIPMENT PACKAGE FIVE BELOW HAS A NATIONAL HVAC, AGREEMENT WITH YORK INTERNATIONAL. THE HVAC EQUIPMENT SHALL BE PURCHASED BY THE INSTALLING CONTRACTOR. THE HVAC MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND ACCEPTING THE EQUIPMENT, VERIFYING PROPER QUANTITIES, PROVIDING TEMPORARY STORAGE, LABOR, 15T YEAR LABOR WARRANTY, FOR QUESTIONS REGARDING TECHNICAL SPECIFICATIONS CONTACT YORK NATIONAL ACCOUNTS 500-451-9735. FAX 866-406-9675. FOR ALL OTHER INQUIRIES, PLEASE CONTACT CESAR JOAO, NATIONAL ACCOUNT SALES MANAGER, AT 732-921-2104 FAX 866-406-1675 EMAIL: GE5AR.M.JOAO®JGI.COM. FLORIDA ENERGY GODS - bth EDITION (2011) P05T GON5TRUGTION REQUIREMENT5 PER THE REQUIREMENTS Of: THE FLORIDA 13UIL.DIN6 CODE/FLORIDA ENERGY GODS 6TH EDITION (2017), THE 6EHERAL CONTR/1GTOR SHALL OBTAIN d PROVIDE THE FOLLO^IIN6 MEGNANIGAL RELATED ITEMS LISTED BELOW. CONTRACTOR SHALL PROVIDE A GOT TO THE PRO.EGT OWER AND WRITTEN GONFIRMATION TO THE PROFESSIONAL OF RECORD PROVING SAID INFORMATION HAS BEEN PROVIDED. I. WAG RECORD ORMN66 OF THE ACTUAL IN5TAL.LATION, SYSTEM GAPAGITIES, GALIBRATION I14FORMATION AND PERFORMANGE DATA FOR EACH EQUIPMENT PROVIDED TO THE OWER WITHIN 40 DAYS OF 5Y5TEM AGGEPTANGE. 2. WAG 04M POCAklENT5 FOR ALL MEGNANIGAL EQUIPMENT AND SYSTEM PROVIDED TO THE OWER WITHIN qO DAYS OF SYSTEM AGGEPTANGE BY THE MEGNANIGAL GONTRAGTOR. 5. WRITTEN HVAC BALANCING AND OPERATIONS REPORT PROVIDED TO THE OWNER AND AUTHORITY HAVIN6 JA5DIGTION WITHIN 010 DAYS OF SYSTEM AGGEPTANGE. REPORT SHALL SE PROVIDED BY A NEBB OR AABG GERTIFIED AIR BALANCE ! TE5TIN6 AGENCY LICENSED IN FLORIDA 9/ �\01 IBJ 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record Professional of Record Professional of Record MECHANICAL SEAL CASCO PROFESSIONAL L LIC. #296jj%mTlPjA/T E: 02/28/19 Sk"G,GRgpp��i�.,co N.' •'� V: C's 73621) -�X ORI'DT `StONAL cord MICHAEL C. GRAPPERHAUS LICENSE # 73620 EXP. DATE: 02/28/19 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION f ml%* BELOW MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: CLR CHECKED: MCG SHEET TITLE/ NUMBER AG UNIT ROOF MOUNTING CURB - INSTALL HORIZONTAL AIR 5000P HAVING A CONTINUOUSLY CURVED CRO55 SECTION AND BALANCING DAMPER AT DUCT CONNECTION TO DIVERT SUPPLY AIR INTO THE CONNECTED DUGTWORK. LENGTH OF 5600P SHALL BE LIMITED TO THE WIDTH OF THE SUPPLY AIR ANNULAR SPACE. BALANGING DAMPER. LOCATE 2 FEET BEYOND PLENUM CONNECTION IN DUCT. 12' 6"AFFM/N. BOTTOMOFBRANCH BRANCH DUCT TAP5 ARE CONNECTED ABOVE TRANSITION DUCT BELOW SUPPLY DUCT TRANS GD5 BOX 4 TRANSITION DUCT _ 12'-6"AFFM/N. BOTTOM OF DIFFUSER NOTE: AIRFLOW TO BE DIRECTED AWAY FROM MERGHAND I5E/CO5TUMER5. LANDLORD'S MECHANICAL CONTRACTOR SHALL REMOVE AND DISPOSE OF THE FOLLOWING IF APPLIGABLE: I. THI5 CONTRACTOR SHALL REMOVE EXISTING ROOFTOP UNITS, DUCTWORK, DIFFUSERS, RE615TER5 AND ALL WORK PERTAINING TO THE EXI5TIN& HVAC SYSTEM. LANDLORD'S MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING: I. THIS CONTRACTOR SHALL FURNISH AND INSTALL NEW ROOFTOP UNITS, TOILET EXHAUST FANS, OAS UNIT HEATER, DUGTWORK, DIFFUSERS, RE615TER5, HANGERS, PROGRAMMABLE THERMOSTATS AND ALL ITEMS REQU I RED TO PRODUCE A COMPLETE AND OPERABLE HVAC SYSTEM. 2. DUGTWORK: THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL, IN COMPLIANCE WITH THE M05T REGENT 5MACNA STANDARDS FOR 2 IN.W.0 OR LE55 PRESSURE, NEW DUCTWORK, INSULATION, FLEX DUCT, 6RILLE5, RE&15TER5, DIFFUSERS, VOLUME DAMPERS, FIRE DAMPERS, SMOKE DETECTORS, SECONDARY CONDENSATE DRAIN, ETC. NECESSARY TO RENDER THE SYSTEM OPERATIONAL AS DESCRIBED IN THESE PLANS AND SPEC I F I CATI ONS AND AS REQU I RED BY THE LANDLORD, LOCAL AND STATE CODES. MECHANICAL FASTENERS AND SEALANTS SHALL BE USED TO CONNECT DUCTWORK AND AIR DISTRIBUTION DEVICES. ALL TRAN5VE1I;Z5E JOINTS SHALL BE SEALED IN ALL DUCTWORK. LONGITUDINAL JOINTS IN SUPPLY AND RETURN DUCTS SHALL BE SEALED IN UNCONDITIONED SPACES. LONGITUDINAL JOINTS OF EXHAUST DUCT WORK SHALL BE SEALED IN CONDITIONED SPACES. 3. CONTROL WIRING AND CONTROLS: THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL ALL NECESSARY WIRING (IN CONDUIT IF REQUIRED) AND CONTROLS REQUIRED TO PROVIDE A COMPLETE AND OPERATING SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL PR06RAMMA5LE THERMOSTATS WHERE SHOWN ON THE DRAWIN65. 4. ALL DUGTWORK SHALL BE HUNG A5 HI GH AS P0551 BLE TO MAINTAIN ARCHITECTURAL GEILIN6 HEIGHT REQUIREMENTS. 5. ALL UNEXPOSED DUGTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS FIRE RETARDANT VAPOR SEAL INSULATION. DUCTWORK WITHIN 10' OF THE UNIT SHALL BE INTERNALLY LINED WITH 1 1/2" ACOUSTICAL INSULATION. DUCT DIMENSIONS ARE NET FREE AREA ONLY. DUGT SIZE MUST ACCOMMODATE IN50LATION THICKNESS. b. FIRE DAMPERS MUST BE INSTALLED AT ALL LOCATIONS WHERE DUGT 40RK PENETRATES A FIRE RATED WALL. PROVIDE AGGE56 DOORS A5 REQUIRED. FIRE DAMPERS TO BE OF THE TYPE APPROVED BY THE A&ENGIE5 HAVING JURISDICTION. 7. WHEN NEW DUGTWORK CONFLICTS WITH EXI5TIN6 DUGTWORK, PIPING, ETC., NEW DUCTWORK SHALL BESET UP OR DOWN AS REQUIRED. 8. PROVIDE SPLITTER OR VOLUME DAMPERS ON ALL NEW SUPPLY AIR DUCT SPLITS AND TAPS AND AIR EXTRACTORS ON ALL SUPPLY AIR RE615TER5. C1. REFER TO ARCHITECTURAL DRANIN&5 FOR EXACT LOCATION OF ALL GEILIN6 DIFFUSERS AND RE615TER5. 10. WHEN THE SMOKE DETECTOR IN RETURN DUCTWORK ACTIVATES, IT SHALL SHUT DOWN THE ROOFTOP UNIT. II. THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL A CONDENSATE DRAIN SYSTEM PER THE MANUFACTURERS RECOMMENDATIONS AND THE LANDLORD'S REQUIREMENTS. INTERIOR CONDENSATE DRAIN LINE SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX. 12. THIS CONTRACTOR 15 TO HIRE LANDLORD'S SPECIFIED CONTRACTOR FOR ALL ROOF PENETRATIONS. 13. THE MECHANICAL. CONTRACTOR, AS PART OF THEIR WORK, 15 TO STENC I L THE TENANT NAME AND SPACE NUMBER ON ALL ROOFTOP EQUIPMENT WITH 4" HIGH BLOCK LETTERS (2" HIGH BLOCK LETTERS ON ALL SMALL EQUIPMENT WHERE 4" WILL NOT FIT) IN A COLOR APPROVED BY THE BUILDING MANAGER / CONSTRUCTION INDIVIDUAL. 4. IF 5TRUGTURAL DRAWIN65 FOR HVAG EQUIPMENT SUPPORTS ARE NOT ALREADY INCORPORATED INTO THI5 SET OF PLANS AND SPECIFICATIONS, THE MECHANICAL CONTRACTOR, AT THEIR OWN COST AND EXPENSE, AND A5 PART OF THE BID TO THE &.G., IS TO HIRE A STRUCTURAL ENGINEER TO DES16N THE SUPPORTS FOR THE NEW HVAC UNIT AND A STRUCTURAL SUBCONTRACTOR TO FURNISH AND INSTALL SUCH HAN&ER5 / SUPPORTS, COLUMNS, BEAMS, BRAGIN&, ETC. TO HAN& FROM THE STRUCTURAL AND / OR SUPPORT AT THE ROOF TOP FOR ALL NEW HVAG EQUIPMENT. O.G. TO SUBMIT AS REQUIRED ALL STRUCTURAL SHOP DRAWIN65 TO THE LANDLORD'S AR62 01T-E6T-, AS RE,&UIRED, F(9R APPRe'66&, PR1(9R Te 5T-ARTI?46 i46RK. I 1 WORK RESPONSIBILITY BEAM CLAMP (MAX. WE16HT 500 1/2" GONTINUC THREADED R MET, STR, TOP CHORD OF JOISTS. TAL J015T E: fANGE BETWEEN DUCT &ER5 SHALL BE IN :ORDANGE WITH THE OF THE A&ENGIE5 HAVING JURISDICTION. 2x2xlb 3/8" MACH BOLT T/\T] l f__ ORr1 I5T5. A. CONTINUOUS DED ROD. AL J015T 36" DIA. MAX MAX WEIGHT PER FOOT = 16 L55. I" X 16 6A. MIN (DUCTS OVER 2 50. FT) MAX. -100 DETAIL L135. I" X 18 &A. MIN 0GT5 UNDER 2 50. FT) MAX. EQUIPMENT TO INSTALL A COMPLETE AND OPERATING HEATING AND 420 L55. FOR DUCTS OVER 4a" WIDE, TURN METAL STRAP UNDER BOTTOM OF DUCT AND FASTEN NOT TO SCALE 2UGTV40R< SUPPORT DETAIL NOT TO SCALE RECTAN6ULAR DUCTS ALUMINUM MIN. MAX. 51DE INCHES MIN. 6ALV. 5HT. 6AU6E B 4 5 GAUGE THROUGH 12 2b (0.022 IN) 24 (0.020 IN) 13 THROUGH 30 24 (0.028 IN) 22 (0.025 IN) 31 THROUGH 54 22 (0.034 IN) 20 (0.032 IN) 55 THROUGH 84 20 (0.040 IN) 18 (0.040 IN) OVER 84 16 (0.052 IN) 16 (0.051 IN) TAL J015T E: fANGE BETWEEN DUCT &ER5 SHALL BE IN :ORDANGE WITH THE OF THE A&ENGIE5 HAVING JURISDICTION. 2x2xlb 3/8" MACH BOLT T/\T] l f__ ORr1 I5T5. A. CONTINUOUS DED ROD. AL J015T 36" DIA. MAX MAX WEIGHT PER FOOT = 16 L55. t DUCT SUPPORT DETAIL NOT TO SCALE AROUND OR RECTANGULAR SUPPLY AIR DUCT - REFER TO PLAN AIR FLOW X72 U 1, \__450 ENTRY A .j SUPPLY AIR BOOT PLAN VIEN OPPOSED BLADE VOLUME DAMPER ALTERNATE SPIRAL DUCT ROTATION} AIR PAINTED FLOW CA RECTANGULAR DUCT NOTE: AIRFLOW TO BE DIRECTED AWAY FROM 51DE WALL GRILLE A5 MERCHANDI5E/G05TUMER5. INDICATED ON PLAN SEGT I ON A -A Im DUCT MOUNTED GRILLE DETAIL WEATHER PROOF BEAM CLAMP DI5GHAROE GAP W/ (MAX WEIGHT BIRD 50REEN 500 LB5)-1 1/4" DIA. ROUND DUGT SUPPORT DETAIL THREADED ROD EQUIPMENT TO INSTALL A COMPLETE AND OPERATING HEATING AND THERMOSTAT SPECS. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE NOT TO SCALE COOLING SYSTEM. THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND IN PROPER ROUND DUCTS E WORKING CONDITION. SPIRAL SEAM LONGITUDINAL SEAM I DUCT STEEL MIN. DUCT STEEL MIN. FITTINGS STEEL MIN. DIAMETER INCHES 6ALV. 5HT. 6AU6E 6ALV. 5HT. 6AU6E &AL1%. 514T. &AU6E THROUGH 12 28 (O.OIa IN) 26 (0.022 IN) 26 (0.022 IN) 13 THROUGH 18 26 (0.022 IN) 24 (0.028 IN) 24 (0.028 IN) ICI THROUGH 28 24 (0.028 IN) 22 (0.034 IN) 22 (0.034 IN) 2Q THROUGH 36 22 (0.034 IN) 20 (0.040 IN) 20 (0.040 IN) 37 THROUGH 52 20 (0.040 IN) 18 (0.052 IN) 18 (0.052 IN) t DUCT SUPPORT DETAIL NOT TO SCALE AROUND OR RECTANGULAR SUPPLY AIR DUCT - REFER TO PLAN AIR FLOW X72 U 1, \__450 ENTRY A .j SUPPLY AIR BOOT PLAN VIEN OPPOSED BLADE VOLUME DAMPER ALTERNATE SPIRAL DUCT ROTATION} AIR PAINTED FLOW CA RECTANGULAR DUCT NOTE: AIRFLOW TO BE DIRECTED AWAY FROM 51DE WALL GRILLE A5 MERCHANDI5E/G05TUMER5. INDICATED ON PLAN SEGT I ON A -A Im DUCT MOUNTED GRILLE DETAIL WEATHER PROOF BEAM CLAMP DI5GHAROE GAP W/ (MAX WEIGHT BIRD 50REEN 500 LB5)-1 1/4" DIA. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS AND `�-STEEL JOIST THREADED ROD EQUIPMENT TO INSTALL A COMPLETE AND OPERATING HEATING AND THERMOSTAT SPECS. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE (TYPICAL FOR 4, COOLING SYSTEM. THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND IN PROPER ONE ON EACH E WORKING CONDITION. CORNER) CONTRACTOR SHALL PROVIDE ALL REQUIRED HVAC PERMITS. I ZONE/ SYSTEM TYPE OF USE 8" DIA. EXHAUST DUCT, 3. THE CONTRACTOR SHALL COMPLY WITH NFPA-a0A AND ALL BY MECHANICAL RUBBER -IN -SHEAR APPLICABLE CODES. CONTRACTOR, TO VIBRATION 6" DIA. SALES 6" DIA. CONNECT TO LANDLORD ISOLATORS ALL HVAG WORK TO BE PERFORMED SHALL BE IN COMPLIANCE SUPPLIED TO I LET 7.5 WITH ALLSTATE AND LOCAL CODES. EXHAUST DUCT. VERIFY lu EXHAUST STOCKROOM LOCATION PRIOR TO BID. 5. FAN UNIT SHUTDOWN, IN THE RETURN AIR DUCTWORK PLENUM AT ROOFTOP UNITS. THE �- VIBRATION T ISOLATOR BACKDRAFT EXHAU5T DAMPER EXHAUST EXHAUST FAIN DETAIL DUGTV40RK SUPPORT DETAIL NOT TO SCALE g TOILET EX�4AU!5T DETAIL NOT ToxAL g NOT USED NOT .oY„ SPLASH BLOCK d' �t NEOPRENE PAD UNDER SPLASH BLOCK-­-- CLEAN LOCK--- GLEAN OUT PLU6 HVAG UNIT I CONNECT TO CONCENTRIC DIFFUSER ASSEMBLY L ECONOMIZER ACCESSORY HOOD. FLEXIBLE CONNECTIONS INSTALLED ABOVE ROOF. ROOF CURB. (FIELD INSTALLED) ACOUSTICAL INSULATION WITHIN 10' OF UNIT SUPPLY AND RETURN AIR DUCTS. SEE DRAWING M-1 FOR SIZES, ROUTING, AND LOCATIONS. I ROOFTOP UNIT DETAIL NOT .o�, K./ NOT U v E D NOT TO 56AL '-'- HVAC UNIT ECONOMIZER VEN ACCESSORY HOOD. SPLASH = BLOCK LEXIBLE CONNECTIONS = INSTALLED ABOVE ROOF. .t NEOPRENE PAD ROOF CURB. UNDER SPLASH BLOCK (FIELD INSTALLED) i I I I I I I GLE PLUGN OUT ' le VEINS NI & /AETURN IT l .. .. SUPPLY AIR I `� ; I SUPPLY Aj1R RETURN AIR DUGTWORK - - - v - - - - _ _ _ _ SHALL BE MOUNTED TI6HT TO UNDERSIDE ACOUSTICAL INSULATION WITHIN 10' OF OF ROOF DECK, IN51DE UNIT SUPPLY AND RETURN AIR DUCTS. EXTERNAL JOIST SPACE WHERE INSULATION. POSSIBLE. SEE DRAWING MID FOR SIZES, ROUTING, AND LOCATIONS. > ROOFTOP UNIT DETAIL NOT TO E70AL HVAG C ENERAL NOTES: I. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS AND 14. CONTRACTOR SHALL INSTALL THERM05TAT IN ACCORDANCE WITH AREA BA515 EQUIPMENT TO INSTALL A COMPLETE AND OPERATING HEATING AND THERMOSTAT SPECS. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE A COOLING SYSTEM. THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND IN PROPER D E WORKING CONDITION. 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED HVAC PERMITS. I ZONE/ SYSTEM TYPE OF USE 15. CONTRACTOR SHALL INSTALL MANUAL BALANCING DAMPERS AT ALL SUPPLY 3. THE CONTRACTOR SHALL COMPLY WITH NFPA-a0A AND ALL AIR BRANCH DUCTWORK RUN OUTS. GFM / PERSON APPLICABLE CODES. DESIGN VENT. GFM HP -2 4 HP -3 SALES Ib. CONTRACTOR SHALL INSTALL TURNING VANES AT ALL DUCTWORK TEES AND 4. ALL HVAG WORK TO BE PERFORMED SHALL BE IN COMPLIANCE q0 DEGREE ELBOW5. 7.5 WITH ALLSTATE AND LOCAL CODES. 1,7x1 GFM USE 1,800 GFM HP STOCKROOM 17. CONTRACTOR SHALL INSTALL A DUCT -TYPE MOUNTED SMOKE DETECTOR, FOR 5. FLEXIBLE DUCT SHALL COMPLY WITH 5MAGNA, ALL LOCAL CODES, UNIT SHUTDOWN, IN THE RETURN AIR DUCTWORK PLENUM AT ROOFTOP UNITS. THE N/A U.L. RATING, AND NOT EXCEED FIVE FEET IN LENGTH, SHEET METAL CONTRACTOR SHALL VERIFY THE COMPATIBLE TYPE OF DETECTION DEVICE TO 257 GFM USE 300 GFM DUCT, WHERE REQUIRED BY LOCAL CODES, SHALL BE LINED WITH I" USE WITH THE BUILDING OPERATIONS MANAGER. 0.12 MATT FACED DUGTLINER IN THE FIRST 10 (TEN) FEET OF THE RETURN N/A N/A AND SUPPLY DUCT 5TARTIN67 FROM THE HVAG UNIT. AFTER THE 18. ALL SHEET METAL DUCTWORK SHALL COMPLY WITH 5MAGNA STANDARDS. ALL RE5TROOM5 FIRST 10 (TEN) FEET THE USE OF I" DUCT WRAP SHALL BE DUCTWORK JOINTS SHALL BE TAPED AND SEALED. N/A ACCEPTABLE. WORK MATERIAL TO BE VERIFIED WITH GEILIN6 N/A N/A ASSEMBLY RATING. FIBER&LA55 DUCTBOARD DUCTWORK 15 la. CONTRACTOR SHALL PROVIDE EQUIPMENT OF THE SCHEDULED CAPACITIES 65 ACCEPTABLE, IF LOCAL CODES AND INSPECTION WILL ALLOW IT. DE516NED. 6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES, N/A O DISCONNECTS AND CONTROL WIRING. 374 7. ALL DUCTS SIZES ARE CLEAR INSIDE DIMENSIONS, ALLOW FOR DUCT SPIN -IN FITTING WITH N/A INSULATION. DUCT STRAP, MIN. DAMPER AND AIR SCOOP. 80 0.06 DAMPER I" (TYPICAL x 2) 1 8. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE THAT 10 BREAK ROOM 100 0.06 6 SHALL WARRANT ALL WORKMAN514IP AND MATERIALS FOR ONE (1) 5 5 II TOTAL 10,120 YEAR FROM THE FINAL WORK ACCEPTANCE BY THE OWNER AND A 118 2,100 SUPPLY FIVE YEAR WARRANTY ON THE COMPRESSOR. a. FILTERS SHALL BE OF THE DISPOSABLE TYPE AND HAVE INITIAL DUCT SHARE WEIGHT ARRE5TANCE OF 10% AND A GLEAN PRESSURE DROP OF 0.15 W.G., PROVIDE TWO SETS, ONE DURING GON5TRUGTION AND ONE FOR USE AFTER OCCUPANCY. NEULATION AIR SCOOP 10. CONTRACTORS SHALL INSTALL ALL NECE55ARY OFFSETS, BEND5, SECURE FLEXIBLE DUCT AND TRANSITIONS REQUIRED TO PROVIDE A COMPLETE SYSTEM AT TO RI61D DUCT ELBOW NO ADDITIONAL COST TO THE OWNER. WITH 5.5. 5GREW CLAMP. 5.5. 11. COORDINATE LOCATION OF ALL GEILIN6 DIFFUSERS, GRILLES AND SCREW INSULATED FLEXIBLE DUCT, GT, IN51DE DIAMETER RE615TER5 IN THE FIELD WITH THE ELECTRICIAN TO PREVENT CLAMP AS ON PLAN. CONFLICT WITH L16HT5 AND ARCHITECTURAL ELEMENTS. 12. ALL WORK OF TH15 TRADE SHALL BE GOORDINATED WITH ALL GEILIN6 DIFFUSER GEILIN6 OTHER TRADES TO AVOID ANY INTERFERENCES THAT MAY DELAY PROGRE55 DURING CONSTRUCTION. 13. THE G.G. MECHANICAL SUB-GONTRAGTOR SHALL TEST AND BALANCE TO THE AIR QUANTITIES ON THE PLAN AND PROVIDE A T415 REPORT. { FLEXIBLE DUCT CONNECTION DETAIL AND NOTES NOT TO 5GALf NOT U5ED NOT TO SCALE BEAM CLAMP (MAX WEIGHT 500 L55' 1/2" CONTINUOUS THREADED ROD. STRUCTURAL 5TEEL BEAM STEEL BEAM ATTAGHMENT DETAIL TOP GHOF OF JOIST OPEN NEE3 STEEL JOIST ATTAGHMENT DETAIL BEAM CLAMP (MAX WEIGHT 500 L55). 1/2" CONTINUOUS THREADED ROD. JIL SEGTION A< -A ,4TTAGNI"IENT TO STRUCTUIRE [DETAIL NOT Tox,� MEGHAN I GAEL VENTILATION GALGULATI ONS, IN AGGORDANGE NI TH FLMG-2015 AREA BA515 OCCUPANCY BASIS A B G D E F G H I ZONE/ SYSTEM TYPE OF USE CONDITION AREA SQ.FT. GFM / SQ. FT. MIN. GFM (G X D) # OF PEOPLE GFM / PERSON MIN. GFM (F X &) DESIGN VENT. GFM HP -2 4 HP -3 SALES 7,674 0.12 a21 116 7.5 870 1,7x1 GFM USE 1,800 GFM HP STOCKROOM 658 0.12 741 N/A N/A N/A 7a 257 GFM USE 300 GFM STOCKROOM 1,104 0.12 133 N/A N/A N/A 133 RE5TROOM5 65 N/A N/A N/A N/A N/A O RE 5TROOMS 65 N/A N/A N/A WA N/A O CORRIDOR 374 0.06 24 N/A N/A N/A 24 OFFICE 80 0.06 5 1 5 5 10 BREAK ROOM 100 0.06 6 1 5 5 II TOTAL 10,120 118 2,100 1 I VENTILATION CALCULATIONS 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record Professional of Record Professional of Record MECHANICAL SEAL PROFESSIONALCASCO SERVICES,L LIC. \\\`\11N/�//TE: 02/28/19 N\ �.C'GR.4Pp �� �G,-� CEN'•• F� // a� 7362 CP G N N a fjfWM"cV"kf Record MICHAEL C. GRAPPERHAUS LICENSE # 73620 EXP. DATE: 02/28/19 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME/ LOCATION f m1V8 BELOW MARKETPLACE AT SEIIINOLE TOMME CENTER 1771 YYP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: CLR CHECKED: MCG SHEET TITLE/ NUMBER M2.0 PANEL TRANSFORMER I PANEL "N3" I TCI L - _l C3 TC2 L-3-1 L-39 `:I N il> DETAIL 9/A5.0 'MANAGERS DESK ELEVATION' AND REFER TO DRAWING I' IO/A5.0 "EMPLOYEE BREAK TABLE; ELEVATION' FOR LOCATION AND ELEVATION OF RECEPTACLES AND' DATA/PHONE BOXES. FUTURE L-28. COOLER �y NEW WP Di6CONNECT SWITCH, N3-1,3,5 SEE "EQUIPMENT SCHEDULE � L -I1 ON SHEET E3.0 FDR ADDITIONAL INFORMATION L-12 ..,. .�.,< ,.,.....� ww,...,....w,ww........................m..,.,.,.,.,.,...., t � ..- ... - .. ... ., 01 : E 1,6 1. .� E zt` E SUPPLY AND INSTALL JUNCTION BOX WITH 36" 'BX" WHIP. MOUNT JUNCTION BOX WITH WHIP AT 3" AFF MINIMUM, WHIP SHALL BE CONNECTED TO A BLACK OUTLET LOCATED IN BASE OF FIXTURE. TYPICAL E; ql 'I EDL -12 L-21 E ISL --1 s TYPICAL FOR ALL UNITS L_2 I\------� 'E WP I\ ------ G F C I WP I �� i� �I ° L-2 'J -50X AND GFCI I I I I I v V I I I I THERMOSTAT FOR L-31 I AI I �� I HP -2 AT 72" AFF I I �. _ .. 'Kim.14 L-21 SEE HP- P - NOTE TR 7.5 10 NAN J -BOX AND THERMOSTAT FOR HP -1 AT "14'AFF COORDINATE WITH SWITCHES T j IL-21 WATER HEATER MOUNTED F L-15,11 ON DECK CONTRACTORTO € L-35 BREAKER TO BE GFCI FOR PROVIDED DISCONNECT; I RECEPTACLE INSTALL P.EIR SWITCH MOUNTED ON UNI' I - ,'" , MANUFACTURER TEMPLATE Il SEE "EQUIPMENT I I SCHEDULE' ON E3.0.�-_�._a. �- 29 '. i N `48" AFF L-29 € L-23,25,2= L-2-1 I3 �L-25 3 _. . L-23 REFER TO DRAWING DETAIL 9/A5.0 "MANAGERS DESK ELEVATION' AND 10/A5.0 "EMPLOYEE BREAK TABLE ELEVATION' FOR LOCATION AND ELEVATION OF RECEPTACLES AND DATA/PHONE BOXES. FoL-14 �Il WP SEES NOTE jv FIRE ALARM NOTE: LANDLORD CONTRACTOR SHALL INSTALL A FIRE ALARM SYSTEM IN ACCORDANCE WITH THE APPLICABLE CODE. IF A CENTRAL MONITORING FIRE ALARM STATION IS REQUIRED, THE MONITORING SERVICES SHALL BE PROVIDED BY LANDLORD AND ALL WORK PERFORMED BY LANDLORDS FIRE ALARM CONTRACTOR. IF IT IS AN INDEPENDENT FIRE ALARM PANEL, THE CONTRACTOR SHALL PROVIDE MONITORING FOR FIRST 30 DAYS, THEN TENANT TO TAKE OVER. PROVIDE A 3'-0' WHIP WITH QUADS FOR SHELF LIGHTING, COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH SHELF LIGHTING VENDOR AND CLIENT'S REPRESENTATIVE, AND CIRCUIT AS SHOWN SEE SHEET E2.0 FOR LIGHTING LOCATIONS- 20-0' 1 10'-0' �Lw NOTES: A. TWO SIGNAL BELL TO BE EDWARDS * 130 AND TWO TRANSFORMERS TO BE EDWARDS* 592. MOUNT ONE SIGNAL BELL AND TRANSFORMER AT 12'-0' AFF NEAR STORE FRONT AND MOUNT THE OTHER SIGNAL BELL AND TRANSFORMER AT 12'-0" AFF IN REAR STOCK AREA. B. PUSH-BUTTON TO BE EDWARDS * 620 MOUNTED ON EXTERIOR WALL AT 48' AFF. E I E i E E j E"„, ELECTRICAL NOTES: I. ALL WIRING BY LANDLORD GENERAL CONTRACTOR (LLCG) UNLESS OTHERWISE NOTED, FEEDERS PER DE -RATING RULES OF THE LATEST 'NEC'. 2. PROVIDE MEANS FURNISHED AND INSTALLED BY CONTRACTOR 3. ALL OUTLET COVER AND FACE PLATES SHALL BE WHITE, EXCEPT FOR TOE KICK AT "LOZIER" FIXTURES. 4. 'TGG' MEANS TENANT GENERAL CONTRACTOR, "FB' MEANS 'FIVE BELOW'. I FDOLU iR FL,4N SCALE" 3/16" = 1'- 0' CONDUIT RUN CONCEALED IN CEILING OR WALLS OR m JUNCTION BOX RUN EXPOSED IN NON CEILING AREAS DISCONNECT SWITCH, NON FUSED UNLESS OTHERWISE ------- RIGID CONDUIT RUN UNDER OR IN FLOOR SLAB NOTED 12 VOLT DC EMERGENCY WIRING, 2 010,3/4' C PANEL BOARD HOME RUN TO PANEL BOARD, 'LETTER" INDICATES ® PUSH-BUTTON L-14 PANEL, 'NUMBER" INDICATES CIRCUIT (2 012 PLUS EQUIPMENT GROUNDING CONDUCTOR) CIE BUZZER AND TRANSFORMER. — SLASH MARKS INDICATE NUMBER OF CONDUCTORS IN TZJ RACEWAY LONG SLASH INDICATES NEUTRAL SHORT TIME CLOCK, SEE NOTES AND DESCRIPTION ON "RISER SLASH INDICATES HOT (EQUIPMENT GROUNDING TCI DIAGRAM" SHEET E3.0, CONDUCTOR SLASH MARKS ARE NOT INCLUDED) El FIRE ALARM SYSTEM IONIZATION TYPE SMOKE DUPLEX RECEPTACLE, 158-125 VOLT, HUBBELL DETECTOR AND DUCT DETECTOR HOUSING AND * 5262, NEMA 5-20R, 18" AFF UNLESS NOTED REMOTE INDICATING DEVICE. LOCATED REMOTE INDICATOR IN CEILING BELOW UNIT. PROVIDE dGFCI DUPLEX OUTLET WITH GROUND FAULT INTERRUPTER AUXILIARY CONTACT AS REQUIRED TO SHUTDOWN AIR HANDLING EQUIPMENT ASSOCIATED WITH DEVICE. DOUBLE DUPLEX (QUAD) RECEPTACLE, 2 NEMA REQUIRED IN S/A DUCTS OF ALL AIR HANDLING * 5-20R EQUIPMENT ABOVE 2000 CFM AND IN RETURN AIR " DUCTS ABOVE 15,000 CFM. SEE MECHANICAL SINGLE POLE WALL SWITCH, 20A-125 (OR 2-11) VOLT, DRAWINGS FOR ADDITIONAL INFORMATION HUBBELL * 1221-I, 4'-0' AFF TELEPHONE OUTLET, PROVIDE CONDUIT AND PULL 43 3 WAY WALL SWITCH, 20A-125 (OR 211) VOLT, HUBBELL WIRE TO BACKBOARD " 12231-1,4'-0' AFF 0 DATA OUTLET sOS LEVITON WALL MOUNTED OCCUPANCY SENSOR SWITCH * 055MT-MDX UNO. TELEPHONE DATA OUTLET a PENDANT MOUNTED TO 12'-6" AFF UNO TO BOTTOM OF gpT SMOKE DETECTOR TEST OCCUPANCY SENSOR AS MANUFACTURED BY "SENSOR sOS SWITCH' * CMPDT-IO-WR, WITH WALL MOUNTED 0 PHOTOCELL CONTROLLER * SPODMR-WR-SA-W TO MANUALLY "ON', WIRED PER MANUFACTURERS INSTRUCTIONS FOR SERIES WIRING. 2 ELECTRICAL LEG-�END ic1 PERIMETER SHELVING PROVIDED BY FB INSTALLED BY TGG J -BOX (IF REQ'D) WITH WHIP BY LANDLORDS CONTRACTOR =4; BLACK OUTLET IN BASE DECK BY TGC 3 SECTION AT PERIMETER SNELVINCx 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record Professional of Record ELECTRICAL SEAL CASCO PROFESSIONA ERVICES LLC LICENSE j09d Atf 02/28/19 S 4�'•,'Q No. 68614 Q ' STATE OF A\ O R�•• �� Profession I of ecord ((,' JOSEPH A. CARTER LICENSE # 68614 EXP. DATE: 02/28/19 Professional of Record 10/12/18 1 PERMIT/BID/OWNER D DATE I REVISION PROJECT NAME / LOCATION I: IT:_1 I -h M AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: GLR CHECKED: JAC SHEET TITLE / NUMBER POWER PLAN E1.0 PHOTOCELL TO BE MOUNTED ON EXTERIOR WALL OF BUILDING ABOVE SERVICE EQUIPMENT_ r m m z I mQ ■Q OS ■a DD tt z a 3-37i I r. C�S WALL MOUNTED RECEPTACLE FOR 'WI -F1' SYSTEM, SEE ARCHITECTURAL DRAWING "A2.0" FOR ADDITIONAL INFORMATION }' 3 Ii E _ r r I � � m Z OS Z Z Z �# N3-36€ Q Q 4 I 1 I�3 MASTER SWITCH BANK LOCATION, REFER TO N3-31 MASTER SWITCH DETAIL ON SHEET E3.0 �y05 ba ... .... ... r N3-3-1 N3-39 NOTE: I m FOR WIRING OF A3 N3-33 A3/NL N3-41 DEVICES IN THIS Z AREA SEE DETAIL 4/E2.0 BELOW I I£a os _ N3-34 A N3-34 A2 N3-31 4 1I1 N3 -34h N3-34 ! N3-37 y(L-41 • NOTE: FOR WIRING OF DEVICES IN THIS AREA SEE DETAIL 4/E2.0 BELOW N3-30 2 a MOUNT ON UNDERSIDE OF JOIST CENTERED ON SIGN PROVIDE u�l r�iNrs StQaP �r�l� Slr�� G b N3-39 � N N3-35—�� �LT8 (3 TH) LTS (3 TH) L-26 L-26 LT8 (3 TH) N N3-32 N3-39 MOUNT ON UNDERSIDE OF JOIST CENTERED ON SIGN PROVIDE HOLDING STRAP FOR SIGN CONNECTION INTO RECEPTACLE SEE DETAIL 5/E2.0 CIRCUIT TO L-26 6 L-26 L-2�- LT8 (3i� ) L-26 (�)LT8 (3 TH) (�)LT8 (3 TH) LT8 (3 TH) R R N3-35 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLt L_10 CONNECT VIA PERIMETER RECEPTACLES b LB (4) LB (4) LB (l) LB (5) LB (8) LB (6) SEE SHEET E1.0 FOR LOCATION Y SEI 3 Val L �L-26 LT8 (3 TH) LT8 (3 TH) LIGHTING NOTES: PER LATEST NEC SECTION 100.12 (F) FOR ALL UNIT EQUIPMENT (SPECIFICALLY EMERGENCY LIGHTING) "THE BRANCH CIRCUIT FEEDING THE UNIT EQUIPMENT SHALL BE THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMAL LIGHTING IN THE AREA AND CONNECTED AHEAD OF ANY LOCAL SWITCHES. THE BRANCH CIRCUIT THAT FEEDS UNIT EQUIPMENT SHALL BE CLEARLY IDENTIFIED AT THE DISTRIBUTION PANEL. (SPECIFICALLY FOR EMERGENCY LIGHTING) "EXCEPTION: IN A SEPARATE AND UNINTERRUPTED AREA SUPPLIED BY A MINIMUM OF THREE NORMAL LIGHTING CIRCUITS, A SEPARATE BRANCH CIRCUIT FOR UNIT EQUIPMENT SHALL BE PERMITTED IF IT ORIGINATES FROM THE SAME PANEL BOARD AS THAT OF THE NORMAL LIGHTING CIRCUITS AND IS PROVIDED WITH A LONK-ON FEATURE." ELECTRICAL NOTES: I. PAINT ALL EXPOSED CONDUIT AND FOR DIMENSIONS OF LIGHTING, SIGNS AND PAINT COLOR REFER TO ARCH A2.0 . 2. REFER TO ARCHITECTURAL SHEET "A2.0" FOR DIMENSIONS OF LIGHTING AND INTERIOR SIGNS AND THEIR RESPECTIVE MOUNTING HEIGHTS. 3. "TGG" MEANS TENANT GENERAL CONTRACTOR, "FB" MEANS "FIVE BELOW �= "DAY -LIGHTING SWITCH" REQUIRED PER "IECC ENERGY CODE" MOUNT SWITCH BEHIND CASH WRAP AREA, AND LABEL, "DAY -LIGHTING" AND CIRCUIT ON LOAD SIDE OF OTHER CONTROLS. FIELD VERIFY LOCATION WITH "FIVE BELOW" FIELD REPRESENTATIVE PRIOR TO ROUGH -IN. 1 LIG- 4T INC f=L,4N SCALE" 3/16" = 1'- 0" 2 FIXTURE SCHEDULE REMARKS 20VIDED & INSTALLED BY LLGC 20VIDED & INSTALLED BY LLGC /NL SIM. SEE ELECT PLANS FOR WIRING 20VIDED & INSTALLED BY LLGC 20VIDED & INSTALLED BY LLGC /NL SIM. SEE ELECT PLANS FOR WIRING ZOVIDED & INSTALLED BY LLGC /NL SIM. SEE ELECT PLANS FOR WIRING ,OVIDED BY FB & INSTALLED BY ,C, TGC TO PROVIDE & INSTALL BATTERIES PROVIDED & INSTALL BY FB HIDED & INSTALLED BY LLGC IVIDED BY FB INSTALLED BY TGC EE DTL 4/A2.0 FOR MOUNTING ZOVIDED & INSTALLED BY LLGC ZOVIDED & INSTALLED BY LLGC ZOVIDED & INSTALLED BY LLGC ZOVIDED & INSTALLED BY LLGC VIDED BY FB INSTALLED BY TGC ✓IDED & INSTALLED BY LLGC FOR DUNTING SEE ARCHITECTURAL SHEET A2.0 tOVIDED & INSTALLED BY LLGC tOVIDED & INSTALLED BY LLGC tOVIDED & INSTALLED BY LLGC VIDED BY FB INSTALLED BY TGC LANDLORDS CONTRACTOR TO PROVIDE UNISTRUT BETWEEN JOISTS AT TOP CHORD AS REQUIRED JUNCTION BOX MOUNTED TO UNISTRUT 1/2" RIGID CONDUIT CONNECT TO JUNCTION BOX JUNCTION BOX EMERGENCY LIGHT FIXTURE L3. EMERGENG`r' LIGNTINCs DETAIL 277V. NH TOILET LIGHT FIXTURE 2 -1 -Tv RELAY EQUAL TO SQ. 'D' M C0(o WITH 2-17 VOLT COIL IN NEMA I ENCLOSURE. N Lo 120V. N TOILET EXHAUST FAN 120V) 4 TOILET LICxHT/EXNAUST FAN CONTROL DIACsR41"1 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS ELECTRICAL SEAL CASCO PR ESSIONAL ERVICES LLC LICENS ` L �T 02128/19 / 68614 ®= STATE OF :�6Z. Profession9 f Record JOSEPH A. CARTER LICENSE # 68614 EXP. DATE: 02/28!19 10/12/18 1 PERMIT/BID/OWNER DATE I REVISION PROJECT NAME / LOCATION f INS BELOW MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: GLR CHECKED: JAC SHEET TITLE/ NUMBER LIGHTING PLAN E2.0 INTERMATIC * FF2H, 2 HOUR 11G WOUND OVERRIDE SWITCH 'TCI' INTERMATIC 24 HOUR TIME CALENDAR CLOCK M T103, 2 POLE 40 AMP ."NO SUBSTITUTIONS ALLOWED'. :ONTRACTOR TO 'ROVIDE INTERMATIC 'K4100 PHOTOCELL :OR SWITCHING; OF ALL -EXTERIOR LIGHTING 4ND SIGNAGE EXTERIOR LTG L-6-I-II-r-5W/RECEPT L -1-r-11-�-FRONT SIGN --�� SPARE SPARE SPARE LANDLORD CONTRACTOR TO PROVIDE LABELS AND PLASTIC COVERS TYPICAL s. ..mac MECHANICALLY HELD RELAY IN NEMA 1 ENCLOSER AND LINE VOLTAGE COIL WITH AUXILIARY MODULE FOR 2 WIRE, MAINTAINED 120VAC CONTROL. RELAY SHALL BE EQUAL TO ASCO 918 SERIES WITH * 47 AUXILIARY MODULE. N 120V 120V L-19-.- L SALES AREA CUSTOMER' 'Ca " SW a C N3-32 SALES LTG N3-30 SALES LTCB -1--II--I-SPARE --IF-SPARE SPARE SPARE SPARE -I--IF-�-SPARE -r-11--f-SPARE SPARE SPARE ONLY USE ONLY USE A SALES AREA SALES BEFORE 11:00AM BEFORE 8:00AM B LTG" AFTER 12:00AM AFTER 11:00PM LOCATION: BACK OF BLDG. OFF OFF 0 z 2 2 lCl 1/21/2 POLE cl� AMP 1-1/2 1 1-1/2 1 LTG REC HVAC MISC NP CKT TCI EXTERIOR TC2 INTERIOR 1 5.9 LT5 OVERRIDE LTS OVERRIDE A 3 B C 45 3 HP -3 SALES AREA SALES AREA STOCK AREA "CUSTOMER' 'EMPLOYEE' 0.03°% N3 5 5.9 05 200 FT 0.0094 OHM D INTERMATIC " FF2H, 2 HOUR SPRING WOUND OVERRIDE SWITCH 2 �-"TC2" INTERMATIC 24 HOUR TIME CALENDAR CLOCK " T103,2 POLE 40 I AMP .'NO SUBSTITUTIONS ALLOWED'. SALES AREA 'EMPLOYEE' 5W b C N3-35 - -III SALES LTG N3-33-t--11--I-SALES LTG -I-II-I-SPARE SPARE SPARE SPARE SPARE 12 POLE MECHANICALLY HELD RELAY IN NEMA 1 ENCLOSER AND LINE VOLTAGE COIL WITH AUXILIARY MODULE FOR 2 WIRE, MAINTAINED 120VAC CONTROL. RELAY SHALL BE EQUAL TO A5CO 918 SERIES WITH * 47 AUXILIARY MODULE. SALES AREA 'DISPLAY LTG' 'CC" SW C C L-26 TRACK LTCB L-24TRACK LTG L -10 -T -II -I --SALE PERIM RECEPT SPARE SPARE SPARE SPARE ..�� MECHANICALLY HELD RELAY IN NEMA i ENCLOSER AND LINE VOLTAGE COIL WITH AUXILIARY MODULE FOR 2 WIRE, MAINTAINED 120VAG CONTROL. RELAY SHALL BE EQUAL TO ASCO 918 SERIES WITH " 4-1 AUXILIARY MODULE. TIME CLOCK "TCI" CONTROL NOTES: I. LIGHTING SHALL BE 'ON" AT 11:00AM AND 'OFF" AT 12:00AM (MIDNIGHT). 2. DURING SET 'ON' TIME LIGHTING TO BE CONTROLLED BY PHOTOCELL. TIME CLOCK 'TC2" CONTROL NOTES: I. LIGHTING SHALL BE "ON" DAILY FROM 8:00AM TO 11:00PM. 2. DURING SET 'OFF' TIME LIGHTING TO BE CONTROLLED BY MANUAL OVERRIDE SWITCH. 1 11)45TE fR L IGT INS SUJ I TCS 5ANG ANS CONT,4CTO}R 711 IE CLOCK DE T,41 L5 STEEL SEAM BEAM CLAMP (MAX. WEIGHT 500 L56.)- 1/2' BS.)- 1/2' THREADED STEEL ROD VIBRATION ISOLATOR LOCATE PER MANUFACTURE'S REQUIREMENTS. PROVIDE A MINIMUM OF (4), ONE AT EACH CORNER OF UNIT. 1/2" CONTINUOUS THREADED ROD TYPICAL VIBRATION ISOLATION PAD REQUIRED P-1000 UNISTRUT CHANNEL TYPICAL TOP CHORD OF JOISTS. STEEL JOIST NOTES: I. CONSULT WITH LANDLORD'S STRUCTURAL ENGINEER FOR LOCATION AND HANGING REQUIREMENTS FOR EQUIPMENT 416 LBS. OR MORE. 2. SIZE OF STRUCTURAL SUPPORTS (ROD ANGLES, ETC.) ARE MINIMUM AND SHALL BE SIZED BY TENANT OR TENANT'S CONTRACTOR AS REQUIRED FOR PROPER SUPPORT AND STRUCTURAL INTEGRITY. 3. DO NOT DRILL HOLES IN EXISTING STRUCTURAL MEMBERS UNLESS APPROVED BY LANDLORD IN WRITING. 4. ATTACHMENT TO TOP CHORD OF TRUSS IS REQUIRED. SECURE TRANSFORMER TO SUPPORTS DOUBLE NUT W/ 2' O.D. 1/4' THICK WASHER SECURE UNIT TO ANGLES 5F=A„I 5Uff0E-.,T J015T 51JFF0F;�T CONTRACTOR TO VERIFY HANGING CONDITION IN FIELD. 3 HANGING TRANSFORMER DETAIL 1. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT FOR THE COMPLETE INSTALLATION 2. ALL SWITCHES ARE TO BE AT 46" AFF AND ARE TO BE 20 AMP 120/2-11 VOLT 'T' RATED SPECIFICATION GRADE TYPE. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE, AND ANY OTHER LOCAL CODES AND ORDINANCES. 4. WORKMANSHIP SHALL BE FIRST QUALITY AND IN ACCORDANCE WITH BEST PRACTICES FOR THE TRADE BY SKILLED WORKERS. 5. LOCATIONS SHOWN ARE APPROXIMATE, CONTRACTOR SHALL COORDINATE ACTUAL LOCATIONS WITH OTHER TRADES AND THE OWNER OR THE OWNERS AUTHORIZED REPRESENTATIVE. 6. UNLESS OTHERWISE NOTED, CONDUCTOR INSULATION SHALL BE TYPE THHN, RATED 600V AC AND -15 DEGREE "C" CONDUCTORS FOR USE IN POWER AND LIGHTING CIRCUITS NUMBER 10 AND SMALLER SHALL BE SOLID, NUMBER 8 AND LARGER CONDUCTORS SHALL BE STRANDED. CONDUCTORS FOR USE IN CONTROL AND SIGNAL CIRCUITS SHALL BE NUMBER 14 STRANDED. ALL CONDUCTORS SHALL BE COPPER 7. CONDUIT RUNS SHALL BE INSTALLED PER STATE AND LOCAL CODES. 4 NOTES 8. ALL MATERIALS SHALL BE NEW, WITH "UL' APPROVED LABELS. 9. ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE TESTED AND ADJUSTED FOR PROPER OPERATION. COMPLETE WIRING SYSTEM SHALL BE FREE OF SHORT AND OPEN CIRCUITS. 10. CONTRACTOR SHALL OBTAIN AND PAY ALL FEES AND PERMITS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. 11. CONTRACTOR SHALL FURNISH THE CERTIFICATE OF ELECTRICAL INSPECTION TO THE OWNER AT THE COMPLETION OF THIS PROJECT. 12. ALL ELECTRICAL EQUIPMENT SHOWN SHALL BE ELECTRICALLY PROTECTED AND PROPERLY WIRED IN ACCORDANCE WITH LOCAL BUILDING CODES. COORDINATE LOCATIONS AND ELECTRICAL DATA WITH THE OWNER 13. FLEXIBLE METAL RACEWAYS (o FEET OR LESS IN LENGTH SHALL BE PROVIDED TO ALL ELECTRICAL EQUIPMENT SUBJECT TO VIBRATION OF MOVEMENT AND FOR ALL MOTORS. LIQUID TIGHT RACEWAYS SHALL BE USED IN WET LOCATIONS. 14. SUPPLY AND INSTALL NEW ELECTRICAL SERVICE AND PANELS AS SHOWN. 15. ALL EXISTING CONDUIT AND CONDUCTORS THAT ARE NOT TO BE USED IN THE REMODEL MUST BE REMOVED, OBSOLETE AND DILAPIDATED WIRING AND EQUIPMENT SHALL NOT BE REUSED. NOTES: 1. ALL WORK SHOWN BY LANDLORDS CONTRACTOR. 2. TELEPHONE CONDUIT TO HAVE 25 PAIR WIRE FROM li LANDLORDS PHONE BOARD D'MARK TO TENANT SPACE, 3. CONTRACTOR TO INSTALL PANELS IN A CLOSE COMPACT LAYOUT. 4. ONLY USE -1 DAY TIME CLOCK IN "BLUE LAW" AREAS, OTHERWISE USE A 24 HOUR TIME CLOCK AS SPECIFIED STEP DOWN TRANSFORMER 'T-1" TO BE DRY TYPE 30 KVA, 480V PRIMARY TO 120/205V SECONDARY WITH " (o COPPER GROUND TO BUILDING STEEL PER NEC M 250. 'T-1 TO BE SUPPORTED FROM STRUCTURE ABOVE AS INDICATED PER OCELL 2 fRISE IR D I4 4 0 MOUNT: SURFACE 1 277/480 3-PHASE, 4W PANEL N3 CAPACITY: 200A INT CAP: 22KA 0 Z LOCATION: BACK OF BLDG. LUGS: MLO DEMAND LOAD: 127A AV. FAULT: 14 KA 0 z U CKT LTG REC HVAC MISC NP DESCRIPTION AMP POLE cl� AMP POLE DESCRIPTION LTG REC HVAC MISC NP CKT U SERVED 1 5.9 HP -1 25 A 3 B C 45 3 HP -3 10.3 2 0.0002 OHM 400 A 3 5.9 10.3 4 0.03°% N3 5 5.9 10.3 6 200 FT 0.0094 OHM 7 1 7.5 HP -2 30 A 3 B C 30 3 1 EUH-1 3.4 8 (3)#10,#10G 112"C 30A NON FUSED 9 7.5 3.4 10 0.30°% NOTES: 11 7.5 3.4 12 3-PHASE V -DROP CALC IS BASED ON NEC TABLE 9, EFFECTIVE Z AT 0.85 PF, UNCOATED WIRES, STEEL CONDUIT (WORST CASE). EQUATIONS: 13 SPARE 20 1 A 20 1 SPARE 14 28.9A 40A 15 1 SPARE 20 1 B 20 1 SPARE 16 20 1 17 SPARE 20 1 C 20 1 SPARE 18 21.3A 26A 19 SPARE 20 1 A 20 1 SPARE 20 10 21 SPARE 20 1 1 B 20 1 1 SPARE 22 27.OA 30A 23 SPARE 20 1 C 20 1 SPARE 24 1 A 25 SPARE 20 1 A 20 1 SPARE 26 37.OA 45A 27 SPARE 20 1 B 20 1 SPARE28 16 18 29 SPARE 20 1 C 20 1 CUSTOMER SALE LTG 2.0 30 Ca CASHWRAP RECEPT 31 SPARE 20 1 A 20 1 CUSTOMER SALE LTG 2.5 32 Ca Cb 33 2.2 EMPLOYEE SALES LTG 20 1 B 20 1 TOILET LIGHTING 0.2 34 23 0.4 Cb 35 2.7 EMPLOYEE SALES LTG 20 1 C 20 1 EXTERIOR LIGHTING 0.3 36 TC1 Ca 37 0.5 STOCK RM LTG 20 1 A 50 3 XFMR: T-1 SERV PNL L RATED 30 KVA LOAD 27 KVA 1.2 8.0 0.0 1.2 0.0 38 DISPLAY LIGHTS 1.2 LO 39 0.5 EM & EXIT LTG 20 1 B 0.0 8.9 3.0 0.2 0.1 40 MICROWAVE LO 41 0.5 NIGHT LIGHTS 20 ICI 1.1 7.2 3.2 0.5 0.0 42 1.0 LOAD TYPE 0.6 CONNECTED DEMAND DEMAND FORMULA TOTAL LOAD 20 1 LIGHTING 13.7 KVA 17.1 KVA LOAD X 125% NEC 210.19 CONTINUOUS CONNECTED DEMAND 1.0 0 LOAD % RECEPTACLE 24.1 KVA 17.1 KVA 10KVA+ 50% REMAINDER NEC 220.44 127.0 KVA 105.8KVA RTU SMOKE DETECTOR 20 A 36.0 KVA 32% HVAC 87.2 KVA 69.8 KVA LOAD X 80% (USED MCA IN CALCULATION) 152.7A 127.3A REFRIGERATOR RECEPT 1.0 B 36.7 KVA 33% MISC 1.9 KVA 1.9 KVA LOAD X 100% NEC 210.19 NON -CONT. RLENAME: 0 NONCOINCIDENTAL LOADS NEC 220.60 318211.x1sm 33 C 40.1 KVA 36% NP 0.1 KVA 0.0 KVA B NOTES: (Ca, Cb, TCI) INDICATES CONTACTORS OR TIME CLOCK CIRCUIT CONTROL SEE RISER DIAGRAM ABOVE (LO) CIRCUITS WITH HANDLE LOCKING DEVICE THIS IS A NEW PANEL 1 EQUIPMENT SCHEDULE PLAN EQUIPMENT OHMS/K-FT VOLT/ FED DISC L, CAPACITY: 100A %V- V INT CAP: 10KA TRANSFORMER: 225KVA LENGTH LOAD LOAD V DROP V MCA MOCPD FEEDER REMARKS MARK SERVED 0 PHASE BY BY LL DS 3/0 2 CU 3 0.019 OHM/K-FT 20 FT 0.0002 OHM 400 A 0.08 V 277 V 0.03°% N3 3/0 2 CU 3 0.094 OHM/K-FT 200 FT 0.0094 OHM EUH-1 HEA 10.06KVA 48013 N3 EC 12.1A 30A (3)#10,#10G 112"C 30A NON FUSED 0.36 V F�CUNIT 0.30°% NOTES: 1 -PHASE V -DROP CALC IS BASED ON NEC TABLE 8, DC RESISTANCE, UNCOATED WIRES. IF #110 OR LARGER, USE TABLE 9 DUE TO SKIN AFFECT. 3-PHASE V -DROP CALC IS BASED ON NEC TABLE 9, EFFECTIVE Z AT 0.85 PF, UNCOATED WIRES, STEEL CONDUIT (WORST CASE). EQUATIONS: Z (1 -PH) = (TABLE 8 OHMS/K-FT) * (K-FT/1000') * (LENGTH) (*2) / (SETS) - NOTE: IF #1/0 OR LARGER, USE TABLE 9 DUE TO SKIN AFFECT Z (3 -PH) = (TABLE 9 OHMS/K-FT) * (K-FT/1000') * (LENGTH) / (SETS) WH -1 WATER HEATER 6.01 KVA 20811 L EC 28.9A 40A (2)#8,#10G 3/4"C 60A NON FUSED ROOFTOP UNIT TC1 7 0.4 MAN QUAD RECEPT 20 1 A 20 HP -1 (HEAT PUMP) 17.71 KVA 48013 N3 EC 21.3A 26A (3)#10,#10G1/2"C 30AWP NON RJSED 1 ROOFTOP UNIT 20 1 SALES PERIMT RECEPT 1.0 10 CC HP -2 (HEAT PUMP) 22.45KVA 480/3 N3 EC 27.OA 30A (3)#10,#10G 1/2"C 30A WP NON FUSED 12 ROOFTOP UNIT 13 0.4 WI -FI RECEPT 20 1 A 20 1 HP -3 (HEAT PUMP) 30.76KVA 480/3 N3 EC 37.OA 45A (3)#6,#8G 3/4"C 60AWP NON FUSED VOLTAGE DROP CALCULATIONS PANEL/ FEEDER OHMS/K-FT PANEL I-FLA=[RATED KVA * 10001/ [V-LL*SQRT(PHASE)] PHASE (PH): 3 L, CAPACITY: 100A %V- V INT CAP: 10KA TRANSFORMER: 225KVA LENGTH Z LOAD V DROP V CALCULATION IS BASED ON ESTIMATED TRANSFORMER SIZE WITH 0/2 FROM BUSSMANN SPD. CONTRACTOR SHALL CONTACT UTILITY AND VERIFY I -SC AVAILABLE AT SECONDARY OF TRANSFORMER. CONTACT ENGINEER FOR RE -CALCULATION IF LARGER THAN CALCULATED. AWG SETS CU/AL PH LOAD LOAD NEC TABLES AV. FAULT: 2KA I-SC=I-SC*M= 14 KA 0 O U CKT LTG REC HVAC MISC NP DROP LL DS 3/0 2 CU 3 0.019 OHM/K-FT 20 FT 0.0002 OHM 400 A 0.08 V 277 V 0.03°% N3 3/0 2 CU 3 0.094 OHM/K-FT 200 FT 0.0094 OHM 127 A 1.20 V 277 V 0.43°% L #3 1 1 1 CU 3 0.240 OHM/K-FT 1 20 FT 1 0.0048 OHM 1 74 A 0.36 V 120 V 0.30°% NOTES: 1 -PHASE V -DROP CALC IS BASED ON NEC TABLE 8, DC RESISTANCE, UNCOATED WIRES. IF #110 OR LARGER, USE TABLE 9 DUE TO SKIN AFFECT. 3-PHASE V -DROP CALC IS BASED ON NEC TABLE 9, EFFECTIVE Z AT 0.85 PF, UNCOATED WIRES, STEEL CONDUIT (WORST CASE). EQUATIONS: Z (1 -PH) = (TABLE 8 OHMS/K-FT) * (K-FT/1000') * (LENGTH) (*2) / (SETS) - NOTE: IF #1/0 OR LARGER, USE TABLE 9 DUE TO SKIN AFFECT Z (3 -PH) = (TABLE 9 OHMS/K-FT) * (K-FT/1000') * (LENGTH) / (SETS) IV -DROP = Z * LOAD 5 EL�C7RICAL P4N�L SCN�DUL� AND LOAD ANAL`r'SIS O MOUNT: SURFACE 120/208 3-PHASE, 4W PANEL I-FLA=[RATED KVA * 10001/ [V-LL*SQRT(PHASE)] PHASE (PH): 3 L, CAPACITY: 100A 271A INT CAP: 10KA TRANSFORMER: 225KVA O 83.3 LOCATION: BACK OF BLDG. 1-SC=I-FLA*M= LUGS: CALCULATION IS BASED ON ESTIMATED TRANSFORMER SIZE WITH 0/2 FROM BUSSMANN SPD. CONTRACTOR SHALL CONTACT UTILITY AND VERIFY I -SC AVAILABLE AT SECONDARY OF TRANSFORMER. CONTACT ENGINEER FOR RE -CALCULATION IF LARGER THAN CALCULATED. MCB DEMAND LOAD: 74A AV. FAULT: 2KA I-SC=I-SC*M= 14 KA 0 O U CKT LTG REC HVAC MISC NP DESCRIPTION AMP POLE cl� AMP POLE DESCRIPTION LTG REC HVAC MISC NP CKT U TC1 1 1.2 STORE FRONT SIGN 20 1 A 20 1 AC GRC RECEPT 0.8 2 TC1 3 1.2 REAR FRONT SIGN 20 1 B 20 1 CEILING GEN RECEPT 0.4 4 5 SPARE 20 1 C 20 1 SHOW WINDOW RECEPT 0.8 6 TC1 7 0.4 MAN QUAD RECEPT 20 1 A 20 1 SPARE 8 9 0.2 MAN MUSIC 20 1 B 20 1 SALES PERIMT RECEPT 1.0 10 CC 11 0.8 MAN QUAD RECEPT 20 1 C 20 1 SALES AREA J -BOXES 0.8 12 13 0.4 WI -FI RECEPT 20 1 A 20 1 SALES AREA J -BOXES 0.6 14 LO 15 1 3.0 17 3.0 WH -1 40 2 B C 20 20 1 1 SPEAKER RECEPT CASHWRAP RECEPT 0.2 1.0 16 18 IG LO 19 0.6 TIME CLOCKS 20 1 A 20 1 CASHWRAP RECEPT 0.4 20 IG 21 1.0 0.1 STOCK RM RECEPT/BUZ 20 1 B 20 1 CASHWRAP RECEPT 0.4 22 IG 23 0.4 DESK RECEPT 20 1 C 20 1 DISPLAY LIGHTS 1.1 24 Ca 25 1.0 REFRIGERATOR 20 1 A 20 1 DISPLAY LIGHTS 1.2 26 Ca 27 1.5 MICROWAVE 20 1 B 20 1 REFRIGERATOR RECEPT 1.0 28 29 0.4 TOILET RM RECEPT 20 1 C 20 1 REFRIGERATOR RECEPT 1.0 30 LO 31 0.6 RTU SMOKE DETECTOR 20 1 A 20 1 REFRIGERATOR RECEPT 1.0 32 33 SPARE 20 1 B 20 1 REFRIGERATOR RECEPT 1.0 34 GFI 35 0.5 DRINKING FOUNTAIN 20 1 C 20 1 REFRIGERATOR RECEPT 1.0 36 LO 37 1.2 TELEPHONE RECEPT 20 1 JA 20 1 REFRIGERATOR RECEPT 1.0 38 LO 39 0.2 SECURITY 20 1 113 20 1 REFRIGERATOR RECEPT 1.0 40 41 0.2 EF -1 AND EF -2 20 1 1c, 20 1 RB COOLER RECEPT 1.0 42 PHASE BALANCE LOAD TYPE LIGHTING CONNECTED 2.3 KVA DEMAND 2.9 KVA DEMAND FORMULA LOAD X 125% NEC 210.19 CONTINUOUS TOTAL LOAD CONNECTED DEMAND LOAD % RECEPTACLE 24.1 KVA 17.1 KVA 1 OKVA + 50% REMAINDER NEC 220.44 34.6 KVA 26.8KVA A 10.7 KVA 32% HVAC 6.2 KVA 5.0 KVA LOAD X 80% (USED MCA IN CALCULATION) 96.1A 74AA B 11.5 KVA 34% MISC 1.9 KVA 1.9 KVA LOAD X 100% NEC 210.19 NON -CONT. FILENAME: C 11.6 KVA 34% NP 0.1 KVA 0.0 KVA 0 NONCOINCIDENTAL LOADS NEC 220.60 31821 I.xlsm NOTES: (Ca, Cb,TC1) INDICATES CONTACTORS OR TIME CLOCK CIRCUIT CONTROL SEE RISER DIAGRAM ABOVE (LO) CIRCUITS WITH HANDLE LOCKING DEVICE. (IG) CIRCUITS WITH ISOLATED GROUND (GFI) GROUND FAULT CB WITH DIAGNOSTIC FUNCTION PER NEC THIS IS A NEW PANEL UT. XFRM FAULT CALC 131821 1.xIsm SERVICE ENTRANCE CALCULATION VOLTAGE (L -L): 480V I-FLA=[RATED KVA * 10001/ [V-LL*SQRT(PHASE)] PHASE (PH): 3 AMPS: 200A I -FLA= 271A FULL LOAD KVA: 166KVA TRANSFORMER: 225KVA M=100/0/0= 83.3 IMPEDANCE (0/64: 1.20/oZ 1-SC=I-FLA*M= 23 KA CALCULATION IS BASED ON ESTIMATED TRANSFORMER SIZE WITH 0/2 FROM BUSSMANN SPD. CONTRACTOR SHALL CONTACT UTILITY AND VERIFY I -SC AVAILABLE AT SECONDARY OF TRANSFORMER. CONTACT ENGINEER FOR RE -CALCULATION IF LARGER THAN CALCULATED. FEEDER FAULT CALC TO PNL"N3" J31821 1.xlsm STARTING I -SC: 21 KA IMPEDANCE BASED ON 3 SINGLE CONDUCTORS IN NON-MAGNETIC CONDUIT (WORSE CASE) VOLTAGE (L -L): 480V PHASE (PH): 3 FEEDER SIZE: 3/0 CALCULATION FEEDER MATERIAL: CU f"[SQRT(PHASE)*L*IS-C]/ [Q*C*V-LL] PARALLEL SETS (Q): 2 SETS FEEDER LENGTH (L): 20OFT f= 0.544 FEET PER OHMS (C): 13,923 FT/OHMS M=1/(1+f)= 0.648 I-SC=I-SC*M= 14 KA NOTE: CALCULATION BASED ON BUSSMANN SPD FEEDER FAULT CALC TO LANDLORD SWITCH 318211.x1sm STARTING I -SC: 23 KA IMPEDANCE BASED ON 3 SINGLE CONDUCTORS IN NON-MAGNETIC CONDUIT (WORSE CASE) VOLTAGE (L -L): 480V PHASE (PH): 3 FEEDER SIZE: 3/0 CALCULATION FEEDER MATERIAL: CU f=[SQRT(PHASE)*L*IS-C]/ [Q*C*V-LL] PARALLEL SETS (Q): 2 SETS FEEDER LENGTH (L): 35FT f= 0.105 FEET PER OHMS (C): 13,923 FT/OHMS M=1/(1+f)= 0.905 I-SC=I-SC*M= 21 KA NOTE: CALCULATION BASED ON BUSSMANN SPD STEP-DOWN XFRM FAULT CALC 318211.x1sm STARTING ISC: 14 KA CALCULATION VOLTAGE (PRI): 480V f=[I-SC(PRI)*V-PRI*SQRT(PHASE)*Z]/ [KVA * 10001 VOLTAGE (SEC): 208V PHASE (PH): 3PHASE f= 12.804 KVA TRANSFORMER 30KVA -1 M=1/(1+f)= 0.072 %Z TRANSFORM ER 3.40% ISC=V-PRI/V-SEC*I-SC*M= I -SC= 2 KA 3.40/oZ MAXIMUM, CONTACT ENGINEER FOR RECALCULATION IF LESS. TRANSFORMERS MUST BE 2016 DOE COMPLIANT. 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS 1 ENGINEERS ELECTRICAL SEAL CASCO PROFESSIONAL SERVICES LLC LICENSE # 21ki 4 EXPI Wh: 02/28/19 �A fO.. I C 68614STATE OF ; • 44 R�� �••®�: ProU?.dddltNV%MFd JOSEPH A. CARTER LICENSE # 68614 P. DATE: 02/28/19 10/12/18 PERMIT/BID/OWNER © DATE REVISION PROJECT NAME / LOCATION BELW MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: GLR CHECKED: JAC SHEET TITLE / NUMBER ELECTRICAL PANEL SCHEDULES, RISER AND NOTES E3.0 A. SCOFE OF WORK 1. FURNISH ALL LABOR AND MATERIAL TO COMPLETE ALL ELECTRICAL WORK SHOWN ON THE DRAWINGS 2. THE LISTING OF ARTICLE OR MATERIAL, OPERATION OR METHOD, REQUIRES THAT THE CONTRACTOR SHALL PROVIDE AND INSTALL, UNLESS NOTED TO BE SUPPLIED BY OTHERS, EACH ITEM LISTED OF QUALITY OR SUBJECT TO QUALIFICATION NOTED. EACH OPERATION SHALL BE PERFORMED ACCORDING TO STANDARD PRACTICE, MANUFACTURER'5 INSTRUCTIONS AND CONDITIONS STATED, PROVIDING, THEREFORE, ALL NECESSARY LABOR, EQUIPMENT AND INCIDENTALS. 3. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE HIS WORK TO CONFORM TO THE PROGRESS OF THE OTHER TRADES AND CONTRACTORS EMPLOYED ON THIS PROJECT. THE PRINCIPAL ITEMS OF WORK INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: a. PROVIDE ELECTRICAL SERVICE INCLUDING CONDUITS, CABLES, TERMINATIONS, METERING EQUIPMENT, ETC. IN ACCORDANCE WITH UTILITY REQUIREMENTS AND DRAWINGS b. PROVIDE LIGHTING FIXTURE AS SHOWN ON DRAWINGS, THIS SHALL INCLUDE ALL ASSOCIATED LAMPS, BOXES, SWITCHES, CONTRACTORS, AND BRANCH CIRCUIT WIRING AND MATERIALS REQUIRED FORA COMPLETE INSTALLATION. c. PROVIDE DEVICES (RECEPTACLES, SWITCHES, ETC.)AS SHOWN ON DRAWINGS. THIS SHALL INCLUDE ALL ASSOCIATED BRANCH CIRCUIT WIRING AND MATERIAL REQUIRED FORA COMPLETE INSTALLATION. d. POWER FEEDERS TO HVAC EQUIPMENT INCLUDING RTU'S, EXHAUST FANS, INCLUDING DISCONNECT SWITCHES, CONTROL DEVICES, STARTERS FOR MOTORS NOT PROVIDED BY OTHERS. (CONSULT HVAC CONTRACTOR FOR PHASE AND VOLTAGE OF EQUIPMENT AND ACTUAL NAMEPLATE RATINGS FOR FEEDER MINIMUM CONDUCTOR AMPACITIES (MCA) AND MAXIMUM OVERGURRENT PROTECTION DEVICES (MOCPD) INFORMATION PRIOR TO INSTALLATION AND PRIOR TO PURCHASING ELECTRICAL EQUIPMENT. e. PROVIDE POWER DISTRIBUTION EQUIPMENT (PANEL BOARDS, DISCONNECT SWITCHES, CONTRACTORS, MOTOR STARTERS, ENCLOSED CIRCUIT BREAKERS, ETC.) A5 SHOWN ON DRAWINGS ORAS REQUIRED FOR THIS PROJECT. THIS SHALL INCLUDE ALL WIRING AND A55OCIATED MATERIAL REQUIRED FOR A COMPLETE INSTALLATION. f. PROVIDE FIRE ALARM SYSTEM ONLY IF REQUIRED BY FIRE MARSHALL OR LOCAL CODES. (E.C. MUST VERIFY REQUIREMENTS PRIOR TO BIDDING) g. PROVIDE TESTING OF ALL ELECTRICAL EQUIPMENT. h. PROVIDE TIMERS, PHOTOCELLS, AND CONTRACTORS FOR CONTROL OF EXTERIOR LIGHTING AND HVAC EQUIPMENT. 1. PROVIDE BACK BOXES, PULL STATIONS, AND CONDUIT TO ABOVE ACCESSIBLE CEILING FOR ALL VOICE AND COMMUNICATIONS OUTLETS. J. PROVIDE CONDUIT, JUNCTION BOXES, 115 VOLT FEEDERS, BACK BOXES, ETC. AS REQUIRED FOR SECURITY SYSTEM CAMERAS, ELECTRICAL DOOR STRIKES, ALARMS, REQUEST TO EXIT, MOTION SENSORS, CARD READERS, KEYPADS AND MAIN SECURITY PANEL AS PER DRAWINGS OR AS DIRECTED BY OWNER OR ARCHITECT. VERIFY EXTENT OF WORK PRIOR TO SUBMITTING BIDS. k PROVIDE EMERGENCY LIGHTING, BATTERY UNITES, REMOTE HEADS, EXIT LIGHTS AND ALL ASSOCIATED WIRING, CONDUIT, JUNCTION BOXES, CONNECTIONS, ETC. A5 REQUIRED FOR A COMPLETE INSTALLATION. B. INSTALLATION 1. THIS CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE PRESENT CONDITIONS AND VERIFY EXACT LOCATION OF EQUIPMENT AND LOCAL REGULATIONS PRIOR TO SUBMITTING BID. 2. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AN PATCHING OF EXISTING WALLS CEILINGS AND FLOOR SLABS NECESSARY FOR THE COMPLETION OF HIS WORK. 3. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WORK AND MATERIAL SHOWN SHALL BE PERFORMED, FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 4. THE COMPLETE INSTALLATION SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND CITY CODES, RULES, REGULATIONS AND ORDINANCE. ALSO MAKE APPLICATION FOR AN ND PAY ALL FEES IN CONNECTION WITH ANY PERMITS, TESTS AND INSPECTIONS THAT MAY BE REQUIRED. 5. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. 6. THE EXACT MOUNTING LOCATIONS OF APPARATUS, DEVICES, EQUIPMENT AND CONDUITS SHALL BE ASCERTAINED FROM OWNER OR THEIR REPRESENTATIVE IN THE FIELD, AND THE WORK SHALL BE LAID OUT ACCORDINGLY. SHOULD THE CONTRACTOR FAIL TO ASCERTAIN SUCH LOCATIONS, THE WORK SHALL BE CHANGED AT THIS OWN EXPENSE WHEN SO ORDERED BY OWNER, THE OWNER RESERVES THE RIGHT TO MAKE MINOR CHANGES IN THE LOCATION OF CABLE, CONDUIT AND EQUIPMENT INSTALLED BY THIS CONTRACTOR UP TO THE TIME OF INSTALLATION, WITHOUT ADDITIONAL COST. 1. ALL CONDUCTORS SHALL BE COPPER, THHN INSULATION UNLESS OTHERWISE NOTED. ALL WIRING SHALL BE IN EMT OR MC CABLE RUN CONCEALED IN FINISHED AREAS AND NOT 5U5JECT TO PHYSICAL DAMAGE. RUN EMT IN UNFINISHED CEILING AREAS. 8. RUN ALL CONDUIT CONCEALED IN BLOCK WALLS AND RECE55 ALL DEVICES IN BIRCH WALLS TO THE EXTENT POSSIBLE AND/OR PRACTICAL. G. DRAWINGS AND SPECIFICATfONS 1. ELECTRICAL DRAWING5 ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW THE APPROXIMATE LOCATIONS OF EQUIPMENT AND PIPING. DIMENSIONS GIVEN ON THE PLANS SHALL BE VERIFIED IN THE FIELD. DRAWINGS MAY NOT BE SCALED TO OBTAIN EXACT DIMENSIONS. 2, THE EXACT LOCATIONS OF APPARATUS, FIXTURES, EQUIPMENT AND CONDUITS SHALL BE ASCERTAINED FROM THE OWNER OR HIS REPRESENTATIVE IN THE FIELD, AND THE WORK SHALL BE LAID OUT ACCORDINGLY, SHOULD THE CONTRACTOR FAIL TO ASCERTAIN SUCH LOCATIONS, THE WORK SHALL BE CHANGED AT HIS OWN EXPENSE WHEN SO ORDERED BY THE OWNER 3. THIS CONTRACTOR SHALL FURNISH SUCH LABOR AND MATERIALS A5 HERE -IN -AFTER SPECIFIED AND AS REQUIRED TO COMPLETE ALL ELECTRICAL CONNECTIONS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR ALL MECHANICAL AND PLUMBING EQUIPMENT AND OWNER'5 EQUIPMENT AS SHOWN AND/OR SPECIFIED. Ec,LsEsCTRIC,4L 5f=E=CIF-ICA CfON D. VISITING TO T4 4E SITE 1. THE CONTRACTOR SHALL VISIT THE 51TE OF THE WORK AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING HIS WORK, AND THE SUBMISSION OF HIS PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE, NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT AR15E FROM LACK OF SUCH KNOWLEDGE OF EXISTING CONDITIONS. E. MATERIALS AND WOR< ,4NSHIF 1. ALL WORK SHALL BE INSTALLED IN PRACTICAL AND WORKMANLIKE MANNER BY COMPETENT WORKMEN, SKILLED IN THEIR BRANCH OF THE TRADE. 2. UNLE55 SPECIFICALLY SPECIFIED OR INDICATED ONT HE DRAWINGS TO THE CONTRARY, ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, AND SHALL BE THE BEST OF THEIR SEVERAL KINDS. 3. ALL MATERIALS SHALL MEET OR EXCEED STANDARDS SPECIFIED BY UL, NEMA, ANSI AND IEEE WHEREVER SUCH STANDARDS HAVE BEEN ESTABLISHED. 4. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS MATERIALS ASSOCIATED WITH H15 WORK AND LEAVE THE WORK AREA CLEAN AT THE END OF EACH WORK DAY. 5. ALL ELECTRICAL EQUIPMENT AND MATERIAL SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL. F. DEFINITIONS 1. 'INSTALL' SHALL MEAN TO PLACE, FIX IN POSITION, SECURE, ANCHOR, ETC. INCLUDING NECESSARY APPURTENANCES AND LABOR SO THAT THE EQUIPMENT OR INSTALLATION WILL FUNCTION AS SPECIFIED AND INTENDED. 2. 'FURNISH" SHALL MEAN TO PURCHA5E AND SUPPLY EQUIPMENT OR COMPONENTS. 3. 'PROVIDE" SHALL MEAN TO "FURNISH AND INSTALL". 4. 'OR APPROVED EQUAL' AND 'OR EQUAL" SHALL MEAN EQUAL IN TYPE, DESIGN, QUALITY, ETC. AS DETERMINED BY THE OWNER AND APPROVED BY THE ENGINEER. G. CODES PERMITS AND INSPECTIONS 1. INSTALL ALL WORK IN FULL ACCORDANCE WITH CODES, RULES, AND REGULATIONS OF MUNICIPAL, CITY, COUNTY, STATE AND PUBLIC UTILITY AND ALL OTHER AUTHORITIE5 HAVING JURISDICTION OVER THE PREMISES. THIS SHALL INCLUDE ALL DEPARTMENT OF INDUSTRIAL RELATIONS, OSHA AND THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODES, AS INTERPRETED BY THE LOCAL INSPECTION DIVISION. ALL THESE CODES, RULES AND REGULATIONS ARE HEREBY INCORPORATED INTO TH15 SPECIFICATION. 2. COMPLY WITH SPECIFICATION REQUIREMENTS WHICH ARE IN EXCESS OF CODE REQUIREMENTS AND NOT IN CONFLICT WITH SAME. 3. THE CONTRACTOR SHALL SECURE ALL PERMITS AND CERTIFICATED OR INSPECTION INCIDENTAL TO HIS WORK, REQUIRED BY THE FOREGOING AUTHORITIES. ALL SUCH CERTIFICATES SHALL BE DELIVERED TO THE OWNER IN DUPLICATE, BEFORE FINAL PAYMENT ON CONTRACT WILL BE ALLOWED. THE CONTRACTOR SHALL PAY ALL FEES, CHARGES AND OTHER EXPENSES IN CONNECTION THEREWITH. I-4. LABELING AND NAMEPLATES 1, PERMANENTLY LABEL PANEL BOARDS, TIME SWITCHES, CONTRACTORS AND SAFETY SWITCHES INDICATING EQUIPMENT OR PANELS AND AREAS WHICH THEY SERVE. LABEL ALL PULL AND JUNCTION BOXES SERVING MECHANICAL EQUIPMENT. 2. LIGHTING AND APPLIANCE PANELS SHALL BE LABELED AS SHOWN ON DRAWINGS. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL IDENTIFICATION FOR PULL OR JUNCTION BOXES FURNISHED BY HIM. 4. IDENTIFY A5 TO USE ON FACE OF EQUIPMENT BY MEANS OF LAMINATED BLACK AND WHITE PHENOLIC LABEL WITH 1/2' LETTERS ENGRAVED THROUGH BLACK TO WHITE. I. TESTS AND VOLTAGE RECORD I. ELECTRICAL CONTRACTOR SHALL TEST ALL WIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDS. WHEN THE INSULATION RE515TANCE TEST SHALL INDICATE THE POSSIBILITY OF FAULTY INSULATION, THE CONTRACTOR SHALL LOCATED THE POINTS OF SUCH FAULT INSULATION AND HE SHALL PULL OUT THE CONDUCTOR AT FAULT, REPLACE SAME WITH NEW, AND DEMONSTRATE, BY FURTHER TEST THE ELIMINATION OF SUCH FAULT. 2. RECORD FEEDER LOAD CURRENTS AND LINE VOLTAGES MEASURED AT EACH PANEL BOARD. ADJUST SINGLE PHASE LOAD CONNECTIONS TO BALANCE FEEDER LOADS WITH 1090. PROVIDE THE OWNER WITH A COMPLETE COPY OF ALL LOAD AND VOLTAGE RECORDS. J. BRANGP CIRCUIT WIRING 1. PROVIDE A SYSTEM OF PANELS, CONDUITS, FITTING, BOXES, 5UPPORT5 AND ALL OTHER MISCELLANEOUS MATERIALS REQUIRED FOR EQUIPMENT INDICATED ON PLANS, COMPLETE AND READY FOR OPERATION BY THE OWNER. 2. HOME RUNS FROM 20A OUTLETS 60 FT. OR OVER AT 211 VOLTS, OR 125 FT. SHALL BE *10 WIRE. 3. ALL FIXTURE AND BRANCH CIRCUIT WIRING CONNECTIONS OR SPLICES SHALL BE MADE IN JUNCTION AND OUTLET BOXES WITH U.L. LISTED PRESSURE TYPE. CONNECTORS AND L15TED FOR 600 VOLTS (1,000 VOLTS WHEN ENCLOSED IN FIXTURE). IDEAL INDUSTRIES WING NUTS AND/OR WIRE NUTS OR APPROVED EQUAL MAY BE USED FOR JOINTS IN WIRE OF "8 GAUGE OR LESS. < CONDUCTORS I. SIZES OF CONDUGTOR5 FOR FEEDERS ARE GIVEN ON THE DRAWINGS, AND NO WIRE SMALLER THAN 012 GAUGE SHALL BE USED FOR BRANCH LIGHTING OR POWER CIRCUITS. ALL WIRING SHALL HAVE THE U.L. LABEL, AND BE OF 989. CONDUCTIVITY COPPER, ALUMINUM WIRE OR ALUMINUM CABLE IS NOT ACCEPTABLE UNLESS SPECIFICALLY SHOWN ON DRAWINGS. 2. THE GAUGE OF ALL WIRE SHALL BE IN ACCORDANCE WITH B 4 5 STANDARD. 3, ALL WIRE AND CABLE FOR BRANCH LIGHTING OR SMALL POWER CIRCUITS SHALL HAVE 'NEC: TYPE "THHN" 600 VOLT INSULATION, 4. WIRE AND CABLE ABOVE 08 GAUGE SHALL BE STRANDED TYPE 'THHN' INSULATED 600 VOLTS, L. CONDUIT AND C,48LES 1. ALL CONDUIT SHALL BE RIGID, THREADED, METAL CONDUIT OR ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE SPECIFICALLY STATED HEREIN. 2. CONDUIT AND EMT SHALL BE DELIVERED TO THE BUILDING IN 10 FOOT LENGTHS AND EACH LENGTH SHALL HAVE THE APPROVED UNDERWRITER'S LABORATORIES LABEL. 3. CONDUIT SHALL BE RUN CONCEALED IN ALL FINISHED AREAS OF THE BUILDING AND MAY BE RUN EXPO5ED IN UNFINISHED AREAS AT CEILING OF J015T LEVEL. RUN CONCEALED IN BLOCK WALLS THE EXTENT THAT 15 PRACTICAL. 4. EMT CONNECTORS AND COUPLERS SHALL BE RAIN TIGHT COMPRESSION TYPE (OR SET -SCREW WHERE ACCEPTABLE TO OWNER AND LOCAL CODES) MADE OF STEEL AS MANUFACTURED BY THOMAS 4 5ETT5, STEEL CITY OF APPLETON. BEND5 AND OFFSETS SHALL BE MADE WITH A HICKEY OR POWER BENDER WITHOUT KINKING OR DESTROYING THE SMOOTH BORE OF THE CONDUIT. PARALLELED CONDUITS SHALL RUN STRAIGHT AND TRUE WITH OFFSETS UNIFORM AND SYMMETRICAL, CONDUIT TERMINALS AT BOXES AND CABINETS SHALL BE RIGIDLY SECURED WITH LOCKNUT5 AND BUSHINGS AS REQUIRED BY THE NATION ELECTRICAL CODE. INSULATED BUSHINGS SHALL BE USED ON ALL CONDUIT 1-1/4' TRADE SIZE AND LARGER. 5. CONDUIT SHALL BE SECURELY FASTENED IN PLACE AT NO MORE THAN 10 FT. CENTERS, AND HANGER, SUPPORTS, OR FASTENINGS SHALL BE PROVIDED AT EACH CONDUIT ELBOW AND AT THE END OF EACH STRAIGHT RUN TERMINATING AT A BOX OR CABINET. CONDUIT SHALL NOT BE SUSPENDED FROM THE CEILING OR CEILING SUSPENSION WIRES. 6. HORIZONTAL AND VERTICAL CONDUIT RUNS SHALL BE SUPPORTED BY ONE -HOLE MALLEABLE STRAPS, OR THEIR APPROVED METAL DEVICE WITH SUITABLE BOLTS, OR BEAM CLAMPS FOR MOUNTING TO BUILDING STRUCTURE OR SPECIAL BRACKETS, CONDUIT SHALL BE SUPPORTED FROM STRUCTURAL STEEL OR JOIST AND INDEPENDENT OF OTHER PIPING. DO NOT SUPPORT CONDUIT FROM METAL ROOF DECK, OR ANY OTHER SUPPORT DEVICE OF ANOTHER TRADE. 1. NON-METALLIC SHEATHED CABLE (ROMEX) OR AC CABLE SHALL NOT BE USED. TYPE MC CABLE MAY BE USED ONLY WHEN CONCEALED IN FINISHED WALLS OR ABOVE CEILING AND WHEN NOT SUBJECT TO PHYSICAL DAMAGE UNLESS ITS USE 15 NOT APPROVED BY OWNER OR LOCAL CODES. 6. ONLY SHORT RUNS OF FLEXIBLE METAL CONDUIT NOT OVER 30' IN LENGTH SHALL BE USED FOR TERMINAL CONNECTIONS TO MOTORS AND OTHER VIBRATING EQUIPMENT, AND ALSO FOR ELECTRICAL EQUIPMENT WHERE IT IS NOT PRACTICAL TO MAKE FINAL CONNECTION WITH RIGID CONDUIT. FLEXIBLE CONDUIT EXPOSED TO WEATHER SHALL BE 'SEALTITE" OR EQUAL, 9. CONDUIT SYSTEM SHALL CONFORM TO ALL THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND LOCAL CODES. M. GROUND ING 1. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE 5Y5TEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES A GOOD MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED GROUNDING CONNECTORS. 2. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL LOCAL, STATE AND NEC: CODES AND REGULATIONS. 3. PANELS, CONDUIT SYSTEMS MOTOR FRAME5, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT ARE PART OF OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY IN ACCORDANCE WITH ALL CODES. 4. MAIN GROUNDING SYSTEM (WHEN APPLICABLE) SHALL BE SIZED TO CONFORM WITH TABLE 250-66 OF NATIONAL ELECTRIC CODE. PROVED CONDUIT TO PROTECT GROUND WIRE FROM DAMAGE TO ANY AREA 6 FEET ABOVE FLOOR N. LIGHTING/APPLIANCE FANELBOARDS AND DISTRIBUTION PANELS 1. DISTRIBUTION PANELS SHALL BE SQUARE 'D' CO., TYPE 'ILINE" OR APPROVED EQUAL G.E., SIEMENS, OR CUTLER HAMMER. 2. 4801271V PANELS SHALL BE SQUARE "D' CO. TYPE 'NF" OR APPROVED EQUAL BY G.E., SIEMENS, OR CUTLER HAMMER. BREAKERS SHALL BE BOLTED TO BUS TYPE, QUICK -MAKE, BREAK -BREAKERS, AND CAPABLE OF INTERCHANGING ONE, TWO OR THREE POLE UNITS. MULTIPLE UNITS SHALL BE COMMON TRIP. PROVIDE SPARE BREAKERS IN EACH PANEL AS SHOWN. ALL BUSSING SHALL BE 135% CONDUCTIVITY COPPER, ALUMINUM BUS, ALUMINUM CONDUCTORS OR ALUMINUM LUGS ARE NOT ACCEPTABLE. 3. 2081120V PANELS SHALL BE SQUARE 'D' CO. TYPE 'NQOD" OR APPROVED EQUAL BY G.E., SIEMENS, OR CUTLER HAMMER WITH TYPE "QOB' BOLT -ON BRANCH BREAKERS ONLY. 4. SHORT CIRCUIT RATINGS OF NEW PANELS SHALL BE AS NOTED ON DRAWINGS, OR AS OTHERWISE DIRECTED BY LOCAL UTILITY COMPANY. UL TESTED AND CERTIFIED SERIES RATINGS ARE ACCEPTABLE WITH WRITTEN DOCUMENTATION SHOWING SERIES RATINGS BUT ONLY IF ACCEPTABLE TO OWNER OR LOCAL CODES. O. GENERAL FOR ALL PANELS I. METAL FRAMED CARDHOLDER5 WITH TYPEWRITTEN CIRCUIT DIRECTORY MUST BE PROVIDED FOR EACH PANEL. DIRECTORY SHALL BE CLEAR AND DESIGNATION SHALL MATCH IDENTIFICATION ON EQUIPMENT. PANELBOARDS (POWER PANELS AND LIGHTING PANELS) SHALL BE WITH IDENTIFICATION LABELED ON SWITCH AND/OR PANEL DOOR. PROVIDE ENGRAVED LAMINATED PHENOLIC NAMEPLATE WITH 1/2' LETTERS. 2. ALL PANEL5 5AFETY SWITCHES, STARTERS AND IN GENERAL, ALL EQUIPMENT REQUIRING LUGS SHALL BE EQUIPPED WITH 5OLDERLE55 TYPE U.L. APPROVED LUGS. 3. PROVIDE ALL NECESSARY UNISTRUT, CHANNEL, BACKING AND SUPPORTS TO MOUNT PANELBOARDS SECURELY IN PLACE. 4. SCREW FASTENED HANDLE LOCK -ON DEVICES ARE REQUIRED ON CIRCUIT BREAKERS PROTECTING SERVICES TO THE FOLLOWING EQUIPMENT: a. EMERGENCY, EXIT, SECURITY AND NIGHT LIGHTS. b. HEATING AND COOLING CONTROL CIRCUITS. C. ALL TIME SWITCHES. F. TOGGLE SUJITCHES AND RECEPTACLES 1. SINGLE POLE 1221 AND THREE (3) WAY *1223- SWITCHES SHALL BE RATED 20 AMPERE, 211/120 VOLTS, COLOR TO BE BID AS WHITE (FINAL SELECTION BY ARCHITECT) HUBBELL OR EQUAL. 5WITCHE5 SHALL BE MOUNTED 4'-0' ABOVE FINISHED FLOOR TO CENTERLINE. 2. DUPLEX RECEPTACLES SHALL BE AS SPECIFIED ON DRAWINGS. Q. DISCONNECT SWITCHES 1. AN APPROVED HORSEPOWER RATED, HEAVY DUTY, DISCONNECT SWITCH SHALL BE PROVIDED WITHIN SIGHT OF EACH MOTOR AND EACH HEATING UNIT. PROVIDE FUSED SWITCHES WHERE BRANCH CIRCUIT FUSES ARE NOT SIZED FOR OVERLOAD PROTECTION. 2. SWITCHES ON THE ROOF SHALL BE WEATHERPROOF MOUNTED ON UNISTRUT. 3. SWITCHES SHALL BE LABELED ON THEIR COVER IDENTIFYING THE EQUIPMENT TO BE PROTECTED, R. MOTORS AND UUIRING 1. FURNI5H AND INSTALL DISCONNECT SWITCHES (EXCEPT WHERE SPECIFICALLY SPECIFIED BY OTHERS) AND RUN POWER CIRCUITS FROM THE POWER PANEL THROUGH DISCONNECT SWITCHES 4 CONTROL DEVICES TO MOTOR TERMINALS. 2. PROVIDE ALL STARTERS, CONTROLS AND PUSH BUTTON STATIONS ETC. NOT SUPPLIED BY MECHANICAL OR OTHER CONTRACTORS REQUIRED FOR THE PROPER AND INTENDED OPERATION OF MOTORS AND OR MOTORIZED EQUIPMENT SUPPLIED BY OTHERS. a. THE ABOVE ELECTRICAL EQUIPMENT SHALL BE MOUNTED SECURELY TO WALL OR FRAMES AND THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL NECESSARY BRACKETS, STRUCTURAL PIECES, EXPANSION BOLTS AND OTHER ACCESSORIES REQUIRED. b. WOODEN PLUGS SHALL NOT BE PERMITTED FOR ANCHORING. c. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LUBRICATION OF ALL MOTORS. 3. REFER ALSO TO MECHANICAL SPECIFICATIONS FOR WORK BY MECHANICAL CONTRACTOR WHICH MAY RESULT IN ADDITIONAL WORK FOR THIS ELECTRICAL CONTRACTOR. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER WIRING AN CONNEC71ON5 TO ALL HVAC EQUIPMENT. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING AND CONNECTIONS TO ALL HVAC EQUIPMENT NOT PROVIDED BY OTHERS. 6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONTROL EQUIPMENT (STARTERS, CONTRACTORS ETC.) NOT SUPPLIED BY HVAC CONTRACTOR BUT REQUIRED FOR THE INTENDED OPERATION OF HVAC EQUIPMENT 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES FOR ALL HVAC EQUIPMENT NOT 5UPPLIED BY OTHERS. 8. REFER TO MECHANICAL SPECIFICATION AND DRAWINGS FOR ADDITIONAL ELECTRICAL WORK AND COORDINATION. S. FUSES 1. REPLACE ALL FUSES BLOWN DURING CONSTRUCTION AND TESTING AN PROVIDE A COMPLETE ST OF FUSES IN ALL FU5E HOLDERS, SWITCHES, PANELS AND ALL OTHER DEVICES REQUIRING FUSES. 2. FUSES SHALL BE CURRENT LIMITING, DUAL ELEMENT TIME DELAY TYPE PROVIDE OWNER WITH ONE SET OF SPARE FUSES FOR EACH FU5ED SWITCH. 3. STANDARD MECHANICAL EQUIPMENT HAS A SHORT CIRCUIT CURRENT RATING OF 5,000A FOR MECHANICAL EQUIPMENT SHOWN TO HAVE FUSED DISCONNECTS, FUSES SHALL BE CURRENT LIMITING TYPE TO LET -THROUGH 5,000A OR LESS OF PROSPECTIVE FAULT CURRENT. T. GUARANTEE 1. IN ADDITION TO WARRANTIES OF EQUIPMENT BY MANUFACTURER OF- SAME, FSAME, THIS CONTRACTOR SHALL ALSO GUARANTEE EQUIPMENT PROVIDED BY HIM AND SHALL BEHELD FOR A PERIOD OF ONE (1) YEAR TO MAKE GOOD ANY DEFECTS IN MATERIALS AND WORKMANSHIP OCCURRING DURING THIS PERIOD, AT H15 SOLE EXPENSE. THE ONE (1) YEAR PERIOD SHALL START FROM DATE OF FINAL ACCEPTANCE BY OWNER U. FIELD DRAUJfNG 1. KEEP ONE (1) SET OF WORKING DRAWINGS AND SHOP DRAWINGS AT THE JOB SITE FOR SOLE PURPOSE OF RECORDING ALL CHANGES MADE DURING CONSTRUCTION. AFTER COMPLETION OF THE WORK AND BEFORE REQUESTING FINAL PAYMENT, THE ABOVE MENTIONED DRAWINGS SHALL BE DELIVERED TO THE OWNER V. SUBST I TUT I ON I. WHENEVER ALTERNATE MATERIALS ARE SPECIFIED, IT 15 WITH THE UNDERSTANDING THAT ANY ONE OF THE MATERIALS IS ACCEPTABLE TO THE OWNER. MATERIALS AND EQUIPMENT OTHER THAN THOSE SPECIFIED ARE NOT TO BE ASSUMED TO BE SATISFACTORY SUBSTITUTES WITHOUT PRIOR APPROVAL OF THE OWNER. W. SHOP DRALINGS 1. ONLY MANDATORY SHOP DRAWINGS AS LIMITED, OUTLINE HEREIN SHALL BE SUBMITTED. 2. NO WORK SHALL BE INSTALLED UNTIL THE MANDATORY SHOP DRAWINGS HAVE BEEN APPROVED BY THE ARCHTITECT/ENGINEER,. THE ARCHITECT/ENGINEER SHALL REVIEW SUBJECT SHOP DRAWINGS BEFORE A COPY IS SUBMITTED TO THE OWNER FOR RECORD PURPOSES. 3. ONLY MATERIAL AND EQUIPMENT MANUFACTURERS OF PRODUCTS OR SYSTEMS LISTED BELOW SHALL FURNISH MANDATORY SHOP DRAWINGS FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO CONTRACTORS PURCHASING EQUIPMENT. SHOP DRAWINGS ARE TO CONTAIN THE FOLLOWING: • MANUFACTURER'5 NAME, MATERIAL DESCRIPTION, SIZES AND DIMENSIONS AND OTHER PERTINENT INFORMATION TO CONFIRM AS MINIMUM STANDARD FOR EQUIPMENT LISTED IN THE SCHEDULES ON THE DRAWINGS AND OR IN THE SPECIFICATIONS. 4. SUBMIT SEVEN (1) COPIES OF ALL REQUIRED ELECTRICAL SHOP DRAWINGS. 5. THE FOLLOWING SHOP DRAWING SUBMITTALS ARE A MANDATORY REQUIREMENT OF THE OWNER, IF THE FOLLOWING EQUIPMENT IS TO BE INSTALLED: * STEP DOWN TRANSFORMERS (480-120/208V) WHEN APPLICABLE * WIRING DEVICES (INCLUDING WEATHERPROOF RECEPTACLES) * LIGHTING FIXTURES 4 EMERGENCY LIGHTING FIXTURES * DISCONNECT SWITCHES * POWER/LIGHTING PANELS * MOTOR STARTERS * FIRE ALARM DEVICES X. ALARM AND DETECTION SYSTEMS (BY VENDOR) I. PROVIDE NECESSARY CONDUIT AND POWER FOR ALARM AND DETECTION SYSTEMS. THIS SHALL INCLUDE THE FOLLOWING: - DEDICATED 20 AMP / 120 VOLT CIRCUIT (5). - 3/4" CONDUIT (EMPTY) TO EACH DOOR CONTACT, SOUND DETECTION SILENT DURESS ALARM, FILM CAMERA, SUSPICION BUTTON, ETC. (REFER TO ARCHITECTURAL DOOR 5CHEDULE) - COORDINATE ALL LOCATIONS OF ALARM AND DETECTION SYSTEM WITH OWNER. THESE ITEMS ARE NOT SHOWN ON ELECTRICAL DRAWING5. Y. COMMUNICATION SYSTEMS 1. WORK INCLUDES: EMPTY CONDUIT WITH NYLON PULL WIRES AND BOXES FOR UTILITY TELEPHONE WIRING. 2. WORK BY COMMUNICATIONS CONTRACTOR: ALL WIRING FOR TELEPHONE INSTRUMENTS - ALL TELEPHONE INSTRUMENTS 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS ELECTRICAL SEAL CASCO PROFESSIONAL SERVICES LLC LICENSE 95 yFP. ATE: 02/28/19 Q�, Q No. 68614 ;OSTATE OF dye dFg��igr��IpE cord JOSEPH A. CARTER LICENSE # 68614 EXP. DATE: 02/28/19 10/12/18 PERMIT/BID/OWNER DATE REVISION PROJECT NAME / LOCATION f lmV* BELOW MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: GLR CHECKED: JAC SHEET TITLE / NUMBER ELECTRICAL SPECIFICATIONS E4.0 1. IT 15 THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A COMPLETE INSTALLATION FOR FINISHED HORK, TESTED AND READY FOR OPERATION. THE WORK THROUGHOUT SHALL BE EXECUTED IN THE BEST AND M05T THOROUGH MANNER UNDER THE DIRECTION OF AND TO THE SATISFACTION OF THE OWNER. 2. ALL MATERIALS REQUIRED FOR THI5 HORK SHALL BE NEW, UNUSED, BEST OF ITS RESPECTIVE KINDS, AND FREE FROM DEFECTS AND OF FIRST GLA55 QUALITY. BASIS OF QUALITY SHALL BE LATEST 5TANDARD5 OF A5TM, ANSI FEDERAL SPECIFICATIONS OR OTHER ACGEPTABLE STANDARDS. 3. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR HORK UNTIL ITS COMPLETION AND FINAL AGGEPTANGE AND SHALL REPLACE ANY OF THE SAME HHICH MAY BE DAMAGED, LOST OR STOLEN HITHOUT ADDITIONAL COST TO THE OWNER. 4. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL HORK PERFORMED AND MATERIALS INSTALLED TO BE FREE FROM INHERENT DEFECTS AND SHALL KEEP IN REPAIR AND REPLACE ANY DEFECTIVE MATERIALS OF HORKMAN5HIP, FREE OF COST TO THE TENANT (OWNER) FOR A PERIOD OF ONE (1) YEAR AFTER THE OPENING FOR BUSINESS. 5. ALL WORK SHALL BE DONE ACCORDING TO THE REQUIREMENTS OF ALL APPLICABLE GODE5 AND LEASE CRITERIA (IF APPLICABLE) AND SHALL RECEIVE THE APPROVAL OF ALL AUTHORITIES HAVING A R15DIGTION. PREPARE ALL REQUIRED DOCUMENTS, DRAWINGS AND PERFORM ALL REQUIRED TESTS AND PAY ALL REQUIRED CHARGES TO OBTAIN THESE APPROVALS. 6. GONTRAGTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR THE HORK BEFORE HAVING SUBMITTED A PROPOSAL. NO ADDITIONAL COMPENSATION HILL BE ALLOHED FOR GONDITION5 FOUND DURING THE COURSE OF THE CONTRACT. 7. THI5 CONTRACTOR MUST PROVIDE LANDLORD'S CONSTRUCTION REPRESENTATIVE WITH GORES OF REQUIRED INSURANCE AND GORES TO BE FURNISHED TO THE OWNER BEFORE GOMMENG I NG HORK. 8. SUBMIT THREE (3) SETS OF SHOP DRAWINGS IDENTIFIED WITH PROJEGT NAME OF THE FOLLOWING (1) ELECTRIC HOT HATER HEATER OR IN51NKERATOR (2) PLUMBING FIXTURES AND TRIM. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF PIPING LAYOUT TO THE OWNER FOR THEIR FILE. a. THE PLUMBING 5UBGONTRAGTOR 15 A 5UBGONTRAGTOR OF THE TENANT'S GENERAL CONTRACTOR. 56,4L_E_: NC:) 5C,4LE= 9.6 10. NOTCHING AND BORING OF STRUCTURAL STEEL MEMBERS 15 NOT PERMITTED. HHEN HAN61N6 FROM STRUCTURAL STEEL ONLY HANG FROM TOP FLANGE OF BEAMS AND TOP CHORDS ONLY AT PANEL POINTS OF JOISTS / TRUSSES. 1. WORK RESPONSIBILITY 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND CONTRACTORS FOR A COMPLETE, SAFE INSTALLATION OF PLUMBING HORK IN FULL CONFORMITY HITH REQUIREMENTS OF ALL AUTHORITIES HAVING JUR15DIGTION AS INDICATED ON DRAHIN65 AND/OR HEREIN SPECIFIED, INCLUDING IN GENERAL THE FOLLOHIN6: 2. SANITARY DRAINAGE CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT REQUIRING SAME HITH FINAL CONNECTIONS TO EXI5TIN6 PRE-INSTALLED OUTLETS PROVIDED BY PRIOR TENANT(5) OR LANDLORD. PLUMBER SHALL VERIFY EXACT LOCATION OF HASTE PIPE OUTLET BEFORE 5U5MITTIN6 BID AND NOTIFY THE ARCHITECT OF ANY LOCATION DI5GREPANGIE5. PLUMBI146 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONCRETE 5AH CUTTING REQU I RED TO MAKE THE F I NAL GONNEGTION TO THE EX15TIN6 WASTE PIPING OR GAPPED OUTLET(S). SAW GUTTING, EXCAVATING, BAGKFILLIN6 AND NEW CONCRETE MUST MEET HITH THE LANDLORD'S APPROVAL. A. SNAKE SANITARY FOR A D15TANGE OF 100 FEET AND REPORT ANY BLOCKAGE. B. TEST HATER PRESSURE TO INSURE MINIMUM OF 50 P51. 3. COMPLETE VENT SYSTEM, ALL FIXTURES INDIVIDUALLY VENTED WITH FINAL CONNECTION THROUGH ROOF OR TO EXI5TIN6 LANDLORD SUPPLIED COMMON VENT. ROOF PENETRATION AND FLASHING TO BE PERFORMED BY LANDLORD'S ROOFER (IF APPLIGABLE). G05T OF ROOF PENETRATION AND FLASHING TO BE PART OF THIS GONTRAGT, UNLESS NOTED OTHERHI5E IN BID PROPOSAL (IF APPLICABLE). 4. DOMESTIC HATER SUPPLY SYSTEM INGLUDING CONNECTION TO EXISTING GAPPED OUTLET AND FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT REQUIRING SAME. VERIFY EXACT LOCATION AND 51ZE BEFORE SUBMITTING BID. 5. INSULATION OF ALL HOT AND GOLD HATER PIPING, INCLUDING UNDER LAVATORY A.D.A. PIPE HRAPPIN65. 6. FURNISH AND INSTALL HATER METER (IF APPLICABLE) ACCESSIBLE TO UTILITY COMPANY OR LANDLORD'S REPRESENTATIVE FOR MONITORING HATER, BUT METER SHOULD IN NO HAY BE IN THE PATH OF THE A.D.A✓GABO-ANSI, 5'-0" CIRCULAR PATTERN. 7. COSTS FOR WORKING BELOH TENANT'S SLAB IN ANOTHER TENANT'S SPACE. 8. INSTALLATION OF FLOOR DRAIN, BAGKFLOH PREVENTER (IF REQ. BY CODE) PER LANDLORD REQUIREMENT AND GLEANOUT PER LOCAL CODE. COORDINATE ALL LOCATIONS WITH OPERATIONS MANAGER. cf. . COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPL I CABLE, REFER TO PLANS) 3 NOT USED SAN I TAF ILAN 5C,4LE:: 3/8" = 1`0' 11. GENERAL ITEMS 1. SLEEVES: PROVIDE #22 GAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH HALLS AND FLOOR, PACK HITH NON-A55E5TO5 ROPE AND FILL WITH EXPANDO NON-5HRINKIN6 GEMENT. 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH GP CAST BRA55 E5GUTGHEON5 WHERE PA551 NG THROUGH FLOORS, GE I L I NGS, HALLS OR PARTITIONS. 3. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVI5" HANGERS AND INSULATION PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF J015T AND TRUSSES. PROVIDE SHAY AND SE I SM I G BRAG I NG, HHERE REQU I RED BY GODE5. 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST THO HOURS IN AGGORDANCE HITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF OHNER'S REPRESENTATIVE AND LOCAL IN5PEGTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM 15 OBTAINED. A. TEST DRAINAGE AND VENT PIPING BY FILLING HITH HATER TO OVERFLOHIN6 AT ROOF, HATER LEVEL TO REMAIN. B. TEST HATER PIPING HITH HATER 1 1/2 TIMES THE WORKING PRESSURE. 5. STERILIZATION OF DOMESTIC, WATER SYSTEM: BEFORE BEING PLAGED IN SERVICE, ALL HATER LINES SHALL BE CHLORINATED TO THE 5ATI5FAGTION OF THE ARCHITECT OR LANDLORD'S REPRESENTATIVE, IN AGGORDANGE WITH A.H.HA. SPECIFICATION 6651-05. 6. SLOPE HASTE LINES 2 INCHES AND SMALLER NOT LE -55 THAN 1/4 INCH PER FOOT. SLOPE LARGER MAINS NOT LE -56 THAN I/8 INCH PER FOOT. 7. INSTALL A GLEANOUT AT BASE OF EACH SOIL 5TAGK, AT EACH GHAN6E IN DIRECTION, AT INTERVALS NOT OVER 50 FEET AND ELSEHHERE AS 5HOHN ON DRAWINGS OR REQUIRED BY LOCAL CODE. GLEANOUT5 SHALL NOT BE INSTALLED IN PUBLIC AREAS HITHOUT 5PEGIFIG PERMISSION BY TENANT'S GON5TRUGTION MANAGER. 111. MATERIALS 1. DRAINAGE AND VENT PIPING: PGV SCHEDULE 40 PIPING HITH SOLVENT HELDED PVG PIPE FITTINGS OR EXTRA HEAVY HUB AND 5PI60T CAST IRON 501L WITH RUBBER 6A5KET5 GONFORMIN6 TO A5TM G564. NO -HUB CAST IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLE55 STEEL GOUPLING5 CONFORMING TO ASTM A 666, TYPE 304 5TAINLE55 STEEL SHIELD, TYPE 304 5TAINLE55 5TEEL BANDS AND SLEEVE. A. NPS 1 1/2" TO NPS 4": 3" HIDE SHIELD HITH 4 BANDS; B. NP5 5" TO NPS 10": 4" HIDE BAND WITH 6 BANDS. (NOTE: PVG PIPING NOT ALLOWED IN RETURN AIR PLENUMS) 2. HATER PIPING BELOW SLAB: TYPE K HARD COPPER TUBING, WITH CAST BRONZE OR WROUGHT COPPER 5OLDER JOINT FITTINGS USING a5-5 SOLDER. HATER PIPING ABOVE SLAB: TYPE L HARD COPPER TUBING U51N6 SILVER SOLDER. ALL HATER SUPPLY PIPING TO CONFORM TO N5F/AN51 61 AND A5TM B75, A5TM B 88, A5TM B 251, OR A5TM B 447. ALL PIPE FITTINC75 SHALL CONFORM TO A55E 1061, A5ME B 16.15, A5ME B 16.18, A5ME B 16.22, A5ME B 16.23, A5ME B 16.26, AND A5ME B 16.2q. 3. HATER HAMMER ARRESTERS: PROVIDE ON HOT AND GOLD HATER BRANCHES TO FIXTURE5, J. R. SMITH HYDROTROL MODEL 5020 FOR UP TO 60 FIXTURE UNITS. HATER HAMMER ARRESTERS SHALL CONFORM TO A55E 1010. 4. VALVES: GATE VALVE HATT5 SERIES B-3000, CHECK VALVE HATT5 SERIES B-5000, BALL VALVE WATT5 SERIES 86080 OR 86081 FULL PORT. ALL VALVES 1/2" TO 2" BRONZE BODY. VALVES SHALL CONFORM TO N5F/AN5I 61. 5. PRESSURE AND TEMPERATURE RELIEF VALVE: WATT5 RE61JLATIN6 GO. MODEL IOL. T4 P RELIEF VALVE SHALL CONFORM TO AN51 Z21.22. 6. PRESSURE REDUGIN6 VALVE: HATT5 SERIES 25AUB BRONZE BODY WITH INTEGRAL 5/5 STRAINER, SEALED GAGE FOR 1/2" TO 2 1/2" DIA. TO 300 P51. PRESSURE REDUGIN6 VALVE SHALL CONFORM TO A55E 1003. 7. PRESSURE GAUGE: AMETEK DIV. OF U.S. 6AU&E 5ERIE5 P-500, UP TO 4-1/2" DIAL, 1/4" STEM, ALUMINUM CASE, BLACK FINISH. 8. AIR VENT: HOFFMAN #7a WATER MAIN VENT VALVE. C1. HATER METER: HERSEY CO. MODEL 400 SERIES 115. HATER METER SHALL CONFORM TO ALL APPLICABLE PARTS OF AN51/AHHA G700 AND N5F/AN5I 61. 10. VAGUUM RELIEF VALVE: HATT5 MODEL N36 -MI BRASS BODY, 1/2" NPT LINE SIZE. VACUUM RELIEF VALVES SHALL CONFORM TO AN51 Z21.22. II. IEXPAN51ON TANK: AMTROL THERMAL EXPANSION TANK MODEL 5T. GONTRAGTOR TO VERIFY 51ZE REQUIRED FOR EXPANSION TANK PRIOR TO BID. THERMAL EXPANSION TANK TO CONFORM TO N5F/AN51 61 12. TRAP PRIMER: PRE615ION PLUMBING PRODUCTS ING. MODEL PI -500 UP TO FOUR GONNEGTION5. OPTIONAL DISTRIBUTION UNIT REQUIRED FOR 2, 3 AND FOUR DRAIN LINES. TRAP PRIMER TO CONFORM TO A55E 1018 OR A55E 1044. 13. MIXING VALVE: HATT5 SERIES MMV MIXING VALVE, 1/2" LINE SIZE. MIXING VALVE SHALL GONFORM TO A55E 1017, A55E 106) 4 A55E 1070. 14. BACKFLOW PREVENTER: ZURN MODEL g75XL2 REDUCED PRE-55URE PRINCIPLE ASSEMBLY BACKFLOW PREVENTER. LINE SIZE 3/4" TO 2" TO MATCH INLET HATER LINE SIZE. PREVENTER SHALL CONFORM TO A55E 1013 AND AWHA G511. NOTE: EXISTING PLUMBING, FIXTURES SHALL BE REPLACED WITH NEW IN EXISTING LOCATIONS UTILIZING EXISTING HATER AND SANITARY PIPING. GONTRAGTOR SHALL ADJUST PIPING AND OR LOCATIONS AS NEED TO ENSURE PROPER INSTALLATION. NOTE: EX15TINO HATER HEATER SHALL BE REPLACED WITH NEW IN EXISTING LOCATION UTILIZING EX15TIN67 HATER AND DRAIN PIPING / PAN. CONTRACTOR SHALL ADJUST PIPING AS NEED TO ENSURE PROPER INSTALLATION. NOTE: PLUMBINCs SYSTEM TO BE PROVIDED AND INSTALLED BY LANDLORD. 2 NOT USED NORTH! WAT 5UFL� FLAN 5C-4LE_: 3/8' = 1' 0' ISOMETRIG PLUMB LEC END GOLD HATER LINE - - - - TEMPERED HATER LINE - - - - - SANITARY LINE MARK HOT HATER LINE 4 MODEL NO. VENT LINE ------- HATER METER O BALL VALVES TEMPERATURE PQE55URE-RELIEF VALVE MIXING VALVE BACK-FLOW PREVENTER y y &ATE VALVES y TRAP PRIMER AMERICAN STANDARD VAG" RELIEF VALVE __ HATER HAMMER ARRESTERS 211 EXPANSION TANK IV. INSULATION I. ALL HOT AND GOLD HATER PIPING AND FITTINGS SHALL BE INSULATED WITH I" THICK R161D FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH VAPOR BARRIER GEMENT. VAPOR BARRIER NOT REQUIRED ON HOT HATER PIPING. 2. ALL ADA CONFORMING, HHEELGHAIR AGGES5I5LE LAVATORY P -TRAP AND ANGLE VALVE ASSEMBLIES TO BE COVERED HITH THE MOLDED, ANTIMICROBIAL TRUBRO, INC, "LAV -GUARD" UNDER5INK PROTECTIVE PIPE COVER MODEL #103. V. SPECIFIC PLUMBING SPECIFICATIONS I. INSTALL NEH ONLY IF EXISTING DOES NOT MEET GURRENT ADA/GABO-ANSI (AS APPLICABLE) STANDARDS, OR 15 DAMAGED, NOT IN HORK I NG, ORDER OR NOT EXISTING AS APPL I GABLE. 2. IT 15 THIS GONTRAGTOR'S RESPONSIBILITY TO SUPPLY HANDICAPPED TOILET FIXTURES, IF REQUIRED BY CODE OR NOTED ON THE DRAWIN05, UTILIZING THE SPECIFICATION ABOVE AS A STANDARD AND MEETING CODE REQUIREMENTS. SPACING OF FIXTURES TO BE COORDINATED WITH THE GENERAL CONTRACTOR AS WELL AS THE PLUMBING INSPECTOR'S REQUIREMENTS. VI. LANDLORD'S CRITERIA I. THE PLUMBING CONTRACTOR 15 TO BEGOME FAMILIARIZED WITH LANDLORD'S CRITERIA FOR THI5 LOCATION AND INCLUDE ANY HORK REQUIRED OF THIS CRITERIA, HHIGH IS NOT 5PEGIFIGALLY NOTED IN THESE DRAHIN65 AND SPECIFICATIONS. VII. ELA5TOMERI G WATERPROOFING MEMBRANE I. DE5GRIPTION: MANUFACTURER'S PROPRIETARY ELASTOMERIG COMPOUND FORMULATED FOR USE AS HEAVY DUTY WATERPROOF MEMBRANE UNDER CERAMIC TILE FLOORS. 2. REQUIRED IN HET AREAS: a. TOILET ROOMS b. FLOOR MUST PITGH TO FLOOR DRAIN. 3. ACCEPTABLE MANUFACTURER'S: a. 505TIG CONSTRUCTION PRODUCTS, HUNTINGDON VALLEY, PA. b. MAPEI CORPORATION, ELK GROVE VILLAGE, IL. c. THE NOBLE COMPANY, GRAND HAVEN, MI. d. LATIGRETE INTERNATIONAL, BETHANY, GT. 4. INSTALLATION: (2 GOATS) a. INSTALL OVER CURED GEMENT MORTAR BED AND CONCRETE FLOORS AS APPLICABLE, IN STRICT COMPLIANCE WITH MANUFACTURER'S IN5TRUGTION5. b. FLASH MEMBRANE 4" UP ADJACENT HALLS AND RESTRAINING SURFACES AS RECOMMENDED BY MANUFACTURER. c. ALLOW MEMBRANE TO CURE PRIOR TO SETTING TILE. d. DO NOT ALLOH CONSTRUCTION TRAFFIG ON MEMBRANE. e. MUST BE SLEEVED AND CAULKED. VACUUM RELIEF VALVE HATT5 36A PROVIDE HEAT TRAPS ON INLET AND OUTLET -k., 3/4" I EXP. TANK (REFER TO EXPAN51ON TANK SUPPORT NOTE BELOW FOR ADDITIONAL NFORMATION). APPROVED DRAIN PAN SET / ON PLYWOOD PLATFORM. 1 1/2" x 1 1/2" x 1/8" STEEL ANGLE FRAME OF ALL WELDED CONSTRUCTION PRIME AND PAINT WHIT E.- DIELECTRIC, NOTE: UNION SET HATER HEATER TEMP. ® 140° F 1 1/2" x 1 1/2" x I/8" STEEL ANGLE FRAME OF ALL HELDED CONSTRUCTION PRIME AND PAINT HHITE. SECURE TO HALL WITH STEEL FASTENERS. 3/8"X 3" LAG, 56REH5 ANCHORED TO HALL STUD. TYP OF 4. T 4 P RELIEF VALVE HITH FULL 51ZE DRAIN LINE DOHN TIGHT TO HALL. \I TERMINATE OVER M5. PROVIDE AIR GAP AS REQUIRED BY CODE. �2) 2"X 18 GA. SEISMIC STEEL 5TRAP5. ONE LOCATED AT UPPER I/3 AND ANOTHER LOCATED AT LOUR 1/3 OF TANK HEIGHT. I" DRAIN LINE FROM DRAIN PAN DOWN TIGHT TO HALL. TERMINATE OVER M5. PROVIDE AIR GAP AS REQUIRED BY CODE. EXPANSION TANK SUPPORT IT IS THE CONTRACTOR'S RE5PON51 B I L I TY TO PROVIDE ADEQUATE SUPPORT FOR THE EXPAN51ON TANK. SUPPORT TO ADJACENT WALL OR FROM EX15TINO STRUCTURE ABOVE HITH UNI5TRUT. DO NOT SUPPORT FROM PIPE ALONE. 1. MOUNT HATER HEATER ON PLATFORM ABOVE MOP SINK. PROVIDE ADEQUATE HALL BRACING TO SUPPORT HATER HEATER 4 3/4" PLYWOOD PLATFORM. 2. ALL HATER PIPING IN51DE BUILDING SHALL BE INSULATED PER PLUMBING NOTES THI5 SHEET. 3. PROVIDE WATT5 MODEL DET -5 EXPAN51ON TANK IN GOLD HATER LINE ON THE TANK 51DE OF THE GOLD HATER SHUTOFF VALVE. 4 WATER HEATER DETAIL FLUME31 NO FIXTURE SGHEDULE MANUFACTURER FIXTURE CONNECTIONS MARK FIXTURE 4 MODEL NO. REMARKS GW HW H V INTEGRAL HANDICAP TANK TYPE, ELONGATED HATER y AMERICAN STANDARD 1/211 __ 41' 211 SAVER CADET, CHURCH NO. 534.016 SOLID TOP (LID) HATER CLOSET NO. 2467.016 SEAT, 3/8" G.P. SUPPLY WITH L005E KEY STOP, 1.6 GAL. FLUSH - 18" MT& HT. TO KOHL, (A.D.A. COMPLIANT). HALL MOUNTED DEGLYN VITREOUS CHINA WITH 4" CENTERS, CERAMIX 2000.100 FAUCET NO. 771q.016 GRID WITH 1 1/4" T.P., 1 1/4" G.P. 17 GA. "P" TRAP, 3/8" LAV LAVATORY AMERICAN STANDARDDRAIN 1/2" 1/2" 2" 2" G.P. SUPPLIES HITH L005E KEY STOPS, J05AM FLOOR NO. 0321.075 MOUNTED CARRIER, SINGLE LEVER A.D.A. AND AN51 A117.1 APPROVED. INSULATE DRAIN AND SUPPLY LINES WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION. FD FLOOR DRAIN • 05AM 1/2" -- 3" 2:: 3" WITH NIKALOY STRAINER AND PRIMER TRAP. NO. 30003-A-50 WITH STANDARD CABINET FINISH, TOUGH ELEG. HATER ELKAY MODEL No.FURNISH 1/2" -- 2" 2" PAD ARGHITECT TO SPEC. COLOR. COOLER EZ5TL8G CRANE PLUMBING MODEL FURNISH HITH FIAT #830 -AA FAUGET. MOP SINK 582424: 24x24x10 MO 3/4" 3/4" 3" 2" BASIN, WHITE. RHEEM (OR EQUIVALENT) COMPACT 6 GAL. HATER ELECTRIC A.O. SMITH NO. DEL-6HEATER. P 8 T RELIEF VALVE: HATT5 MODEL IOL -- EHH HATER HEATER 6,000 HATT5 3/4" 3/4" -- -- CONFORMS TO AN51 Z21.22. INSTALL HEAT TRAPS FOR BOTH INLET AND OUTLET. INSTALL VAGUUM RELIEF VALVES: HATT5 N36 -MI, 3/4" ET EXPANSION AMTROL MODEL 5T-5 3/4" 3/4" -- __ BLADDER TYPE. SHALL CONFORM TO 5TTD: AN51 61 TANK TMV THERMAL HATT5 LFMMV: 3/4 INCH 3/4" 3/4" -- -- SHALL CONFORM TO ST D5: A55E 1017, A55E 106x, A55E - MIXING VALVE . 1070. SET AT 110° F. I 7 Nom= I. FIXTURE5 MAY 13E 505TITUTED BY AN EQUIVALENT FIXTURE. ALL 510155TITUTIONS SHALL BE 5U5MITTED FOR APPROVAL. 2. ALL FIXTURES SHALL HAVE AN INDIVIDUAL SHUTOFF VALVE. 3. ALL FIXTURES SHALL BE PROVIDED H/ A 5HOKTROL HATER HAMMER ARRESTER. 4. INSTALL A METER AND/ OR BACKFLOW PREVENTOR AS LOCAL CODE REQUIRES. 5. NEH HATER CLOSET TO HAVE TRIP LEVER ON 51DE OF FIXTURE AHAY FROM EXI5TIN6 HALL PER ADA REQUIREMENTS. FLIJM51NG SGNEpULE 9/ \931 (m 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record Professional of Record Professional of Record MECHANICAL SEAL CASCO PROFESSIONAL SERVICES, LL LIC. 02/28/19 GRApp ///�i cm 73620 V �`•' OM A'L Pr ftgiblhil of Record MICHAEL C. GRAPPERHAUS LICENSE # 73620 EXP. DATE: 02/28/19 10/12/18 PERMIT/BID/OWNER DATE REVISION I PROJECT NAME / LOCATION IAvi A __ 4 uliv on- --A iA MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: CLR CHECKED: MCG SHEET TITLE/ NUMBER P1.0 GENERAL NOTES: DESIGN: BUILDING DESIGN DATA GOVERNING BUILDING CODE: 2017 FLORIDA BUILDING CODE (FBC), 6th EDITION 1. ROOF DEAD LOAD = 20 PSF 2. ROOF LIVE LOAD = 20 PSF 3. ROOF SNOW LOADS, S = N/A 4. WIND LOADS, W A. ULTIMATE WIND SPEED (3 SECOND GUST), = 140 MPH B. NOMINAL WIND SPEED (S SECOND GUST), = 108 MPH C. RISK CATEGORY =11 D. OVERALL EXPOSURE CATEGORY = C * ZONE 1 INCLUDES THOSE ROOF ELEMENTS LOCATED OUTSIDE OF 8'-6" FEET OF A ROOF EDGE. ZONE 2 INCLUDES THOSE ROOF ELEMENTS LOCATED WITHIN 8'-6" FEET A ROOF EDGE. ZONE 3 INCLUDES THOSE ROOF ELEMENTS LOCATED WITHIN 8'-6" FEET OF A ROOF EDGE AND WITHIN 6 FEET OF A BUILDING CORNER. ZONE 4 INCLUDES THOSE WALL ELEMENTS LOCATED OUTSIDE OF 8'-6" FEET OF A BUILDING CORNER. ZONE 5 INCLUDES THOSE WALL ELEMENTS LOCATED WITHIN 8'-6" FEET OF A BUILDING CORNER. 5. SEISMIC LOADS: - RISK CATEGORY =11 - SEISMIC IMPORTANCE FACTOR, le = 1.0 - MAPPED SPECTRAL RESPONSE COEFFICIENTS: -SS = 0.065 _S1 = 0.035 - SITE CLASS = D (ASSUMED) - SPECTRAL RESPONSE COEFFICIENTS: - Sds = 0.069 - Sd1 = 0.056 - SEISMIC DESIGN CATEGORY = A SUBGRADE PREPARATION: 1. SUBGRADE COMPACTION AT ALL EXPOSED AND/OR DISTURBED CONCRETE GRANULAR BASE AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% OF OPTIMUM DENSITY IN ACCORDANCE W/ ASTM D 1557 AT OPTIMUM MOISTURE CONTENT AND TO A MINIMUM DEPTH OF 8" - ALL SUBGRADE SOIL AREAS EXPOSED BY EXCAVATIONS AND GRADING SHALL BE COMPACTED TO A MINIMUM OF 95% OF OPTIMUM DENSITY IN ACCORDANCE W/ ASTM D 1557 AT OPTIMUM MOISTURE CONTENT AND TO A MINIMUM DEPTH OF 12". FILL WHERE REQUIRED SHALL BE OUTLINED ABOVE. THE ON SITE TESTING COMPANY SHALL PROVIDE TESTING AND INSPECTION OF THE SOIL WORK PRIOR TO PLACING CONCRETE. CONCRETE: 1. ALL CONCRETE SHALL BE NORMAL -WEIGHT (DENSITY=145 PCF) AND SHALL HAVE A 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. 2. THE SLUMP OF ALL CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER -REDUCING ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO ADDITION OF A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 10" 3. ALL EXTERIOR CONCRETE SHALL BE AIR -ENTRAINED WITH BETWEEN 4% AND 8%, AIR CONTENT. 4. THE COARSE AGGREGATE SIZE SHALL BE #57 OR LARGER. 5. THE MINIMUM PORTLAND CEMENT CONTENT (ASTM C150) OF ALL CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE (FLY ASH NOT PERMITTED): COMPONENTS AND CLADDING (GROSS) ULTIMATE WIND DESIGN PRESSURES (PSF) NON AIR -ENTRAINED CONCRETE (lbs.) ZONE* EFFECTIVE WIND AREA (SF) WINDWARD PRESSURE LEEWARD PRESSURE O 10 18.7 -46.2 20 17.5 -45.0 50 16.1 -43.4 100 16.0 -42.2 p O 10 18.7 -77.4 20 17.5 -69.2 50 16.1 -58.2 100 16.0 -50.0 O 10 18.7 -116.4 20 17.5 -96.5 50 16.1 -70.0 100 16.0 -50.0 O50 10 46.2 -50.0 20 44.1 -48.0 41.3 -45.3 100 39.2 -43.2 500 34.4 -38.3 O50 10 46.2 -61.7 20 44.1 -57.6 41.3 -52.1 100 39.2 -48.0 500 34.4 -38.3 * ZONE 1 INCLUDES THOSE ROOF ELEMENTS LOCATED OUTSIDE OF 8'-6" FEET OF A ROOF EDGE. ZONE 2 INCLUDES THOSE ROOF ELEMENTS LOCATED WITHIN 8'-6" FEET A ROOF EDGE. ZONE 3 INCLUDES THOSE ROOF ELEMENTS LOCATED WITHIN 8'-6" FEET OF A ROOF EDGE AND WITHIN 6 FEET OF A BUILDING CORNER. ZONE 4 INCLUDES THOSE WALL ELEMENTS LOCATED OUTSIDE OF 8'-6" FEET OF A BUILDING CORNER. ZONE 5 INCLUDES THOSE WALL ELEMENTS LOCATED WITHIN 8'-6" FEET OF A BUILDING CORNER. 5. SEISMIC LOADS: - RISK CATEGORY =11 - SEISMIC IMPORTANCE FACTOR, le = 1.0 - MAPPED SPECTRAL RESPONSE COEFFICIENTS: -SS = 0.065 _S1 = 0.035 - SITE CLASS = D (ASSUMED) - SPECTRAL RESPONSE COEFFICIENTS: - Sds = 0.069 - Sd1 = 0.056 - SEISMIC DESIGN CATEGORY = A SUBGRADE PREPARATION: 1. SUBGRADE COMPACTION AT ALL EXPOSED AND/OR DISTURBED CONCRETE GRANULAR BASE AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% OF OPTIMUM DENSITY IN ACCORDANCE W/ ASTM D 1557 AT OPTIMUM MOISTURE CONTENT AND TO A MINIMUM DEPTH OF 8" - ALL SUBGRADE SOIL AREAS EXPOSED BY EXCAVATIONS AND GRADING SHALL BE COMPACTED TO A MINIMUM OF 95% OF OPTIMUM DENSITY IN ACCORDANCE W/ ASTM D 1557 AT OPTIMUM MOISTURE CONTENT AND TO A MINIMUM DEPTH OF 12". FILL WHERE REQUIRED SHALL BE OUTLINED ABOVE. THE ON SITE TESTING COMPANY SHALL PROVIDE TESTING AND INSPECTION OF THE SOIL WORK PRIOR TO PLACING CONCRETE. CONCRETE: 1. ALL CONCRETE SHALL BE NORMAL -WEIGHT (DENSITY=145 PCF) AND SHALL HAVE A 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. 2. THE SLUMP OF ALL CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER -REDUCING ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO ADDITION OF A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 10" 3. ALL EXTERIOR CONCRETE SHALL BE AIR -ENTRAINED WITH BETWEEN 4% AND 8%, AIR CONTENT. 4. THE COARSE AGGREGATE SIZE SHALL BE #57 OR LARGER. 5. THE MINIMUM PORTLAND CEMENT CONTENT (ASTM C150) OF ALL CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE (FLY ASH NOT PERMITTED): 6. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW A MINIMUM OF ONE WEEK PRIOR TO THE PLACEMENT OF ANY CONCRETE. THE CONCRETE MIX DESIGNS SHALL INCLUDE ALL STRENGTH DATA AS PRESCRIBED IN ACI 318 CHAPTER 5 FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD. 7. CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. 8. WELDED WIRE FABRIC SHALL CONFORM TO A185. 9. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 10. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE". 11. THE MINIMUM CONCRETE CLEAR COVER OVER REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE: UNFORMED SURFACE IN CONTACT WITH THE GROUND.....................3 IN. SLABS AND WALLS: #11 BARS AND SMALLER...............................................................3/4 IN. #14 AND #18 BARS..........................................................................1 1/2 IN, STRUCTURAL STEEL: 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: WIDE FLANGE SHAPES A992 (FY=50 KSI) ALL CHANNELS, ANGLES, PLATES, ETC. (UNO) A36 STRUCTURAL TUBE A500 (Fy=46 KSI) STEEL PIPE A53 (Fy=35 KSI) ANCHOR BOLTS A307 OR A36 BOLTS A325 WELDING ELECTRODES E70XX 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE (1992), EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS. 3. THE STEEL STRUCTURE IS A NON -SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE METAL ROOF DECK AND ATTACHMENT TO THE MASONRY WALLS FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. 4. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 5. FABRICATION DRAWINGS FOR MISC. ROLLED STEEL SHALL BE SUBMITTED PER PROJECT MANUAL, REINFORCED MASONRY: 1. REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, fm = 1500 PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO ASTM C90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. PORTLAND CEMENT TYPE 1 OR 2, LOW ALKALI PER ASTM C150 NON AIR ENTRAINED OR HYDRATED LIME PER ASTM C207 TYPES. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2000 PSI. 2. MASONRY REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. 3. CONTINUOUS WIRE REINFORCING (JOINT REINFORCING) SHALL BE GALVANIZED TRUSS OR LADDER TYPE FORMED FROM 9 GAUGE COLD -DRAWN STEEL WIRE COMPLYING WITH ASTM A82. JOINT REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. 4. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. GROUT THE CELL FOR THE FULL HEIGHT OF THE DOWEL. 5. ALL REINFORCING STEEL SHALL BE CENTERED IN THE MASONRY UNIT CELL, UNLESS NOTED OTHERWISE. 6. ALL REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. 7. ALL REINFORCING BARS SHALL HAVE A MINIMUM GROUT COVER OF 1/2" TO THE INSIDE FACE OF THE MASONRY UNIT, A MINIMUM OF TOTAL MASONRY COVER OF 2". 8. ALL REINFORCING BARS IN WALLS SHALL HAVE NOT LESS THAN ONE BAR DIAMETER NOR 1" CLEAR BETWEEN BARS. 9. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 3"x4". 10, GROUTING OF MASONRY BEAMS AND LINTELS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. 11. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION. 12. ALL REINFORCING LAP SPLICES SHALL BE A MINIMUM OF 72 BAR DIAMETERS BASED ON THE MAXIMUM ALLOWABLE STRESS, UNLESS NOTED OTHERWISE. EXISTING CONSTRUCTION: 1. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. 2. EXISTING CONSTRUCTION SHOWN IS BASED UPON EXISTING CONDITIONS AND CAN BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATIONS, AND MEMBER SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE PROFESSIONAL OF RECORD IN WRITING OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. 3. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE PROFESSIONAL OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS. 4. THE CONTRACTOR SHALL RESTORE ALL EXISTING INCIDENTAL CONSTRUCTION REQUIRED TO BE REMOVED TO ACCOMODATE THE ERECTTION OF THE NEW JOIST CONSTRUCTION TO ITS ORIGINAL WORKING CONDITION. 5. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL BUILDING ELEMENTS AND STRUCTURE DURING CONSTRUCTION AND DEMOLITION. MISCELLANEOUS: 1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 2. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 4. OPENINGS 1'4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. 5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 7. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 8. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 9. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. VERTICAL JOIST WEB, WHERE OCCURS - LOAD ATTACHMENT X [ Y .- TOP & BOTT., Typ 2 - L2x2x1/4 STRUT - ONE EACH SIDE - WHERE "X" OR "Y" EXCEEDS 3" LOAD ATTACHMENT JOIST LOAD STRUT DETAIL SCALE: 3/4" = 1'-0" #10 TEK FLATHEAD SCREWS AT 6" O.C. EXISTING METAL ROOF DECK CONTINUOUS REINFORCING CHANNEL (,y8" THICK MIN.) BY GENERAL CONTRACTOR 1/8 V 2-8 L3x3x1/4 DETAIL C -C (AT HIGH RIB CONDITION) CONTINUOUS 8"x18ga. FLAT SHEET BY GENERAL CONTRACTOR, FASTEN WITH (2) -ROWS #10 TEK SCREWS AT 6" O.C. - METAL DE TO ANGLE 518-6 EXISTING METAL ROOF DECK L3x3x1/4 CONTINUOUS REINFORCING CHANNEL (Ys" THICK MIN.) BY GENERAL CONTRACTOR 118 1/ 2-8 DETAIL C -C (AT LOW RIB CONDITION) REFERENCE THE MECHANICAL DRAWINGS FOR RTU AND CURB INFORMATION ANCHOR CURB WITH (3) 1/4" 0 SELF DRILLING SCREWS ALONG SHORT DIM. OF UNIT & (5) 1/4"0 SELF DRILLING SCREWS ALONG LONG DIM. OF UNIT-TYP. EA. SIDES OF CURB L4x4x1/4 CURB SUPPORT SECTION E -E SPECIFIED COMPRESSIVE STRENGTH (psi) NON AIR -ENTRAINED CONCRETE (lbs.) AIR -ENTRAINED CONCRETE (lbs.) 611 4000 564 DRAWINGS FOR RTU AND CURB 1/2" 6. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW A MINIMUM OF ONE WEEK PRIOR TO THE PLACEMENT OF ANY CONCRETE. THE CONCRETE MIX DESIGNS SHALL INCLUDE ALL STRENGTH DATA AS PRESCRIBED IN ACI 318 CHAPTER 5 FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD. 7. CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. 8. WELDED WIRE FABRIC SHALL CONFORM TO A185. 9. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 10. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE". 11. THE MINIMUM CONCRETE CLEAR COVER OVER REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE: UNFORMED SURFACE IN CONTACT WITH THE GROUND.....................3 IN. SLABS AND WALLS: #11 BARS AND SMALLER...............................................................3/4 IN. #14 AND #18 BARS..........................................................................1 1/2 IN, STRUCTURAL STEEL: 1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: WIDE FLANGE SHAPES A992 (FY=50 KSI) ALL CHANNELS, ANGLES, PLATES, ETC. (UNO) A36 STRUCTURAL TUBE A500 (Fy=46 KSI) STEEL PIPE A53 (Fy=35 KSI) ANCHOR BOLTS A307 OR A36 BOLTS A325 WELDING ELECTRODES E70XX 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE (1992), EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS. 3. THE STEEL STRUCTURE IS A NON -SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION OF THE METAL ROOF DECK AND ATTACHMENT TO THE MASONRY WALLS FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTS REQUIRED FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. 4. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 5. FABRICATION DRAWINGS FOR MISC. ROLLED STEEL SHALL BE SUBMITTED PER PROJECT MANUAL, REINFORCED MASONRY: 1. REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, fm = 1500 PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO ASTM C90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. PORTLAND CEMENT TYPE 1 OR 2, LOW ALKALI PER ASTM C150 NON AIR ENTRAINED OR HYDRATED LIME PER ASTM C207 TYPES. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2000 PSI. 2. MASONRY REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. 3. CONTINUOUS WIRE REINFORCING (JOINT REINFORCING) SHALL BE GALVANIZED TRUSS OR LADDER TYPE FORMED FROM 9 GAUGE COLD -DRAWN STEEL WIRE COMPLYING WITH ASTM A82. JOINT REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. 4. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. GROUT THE CELL FOR THE FULL HEIGHT OF THE DOWEL. 5. ALL REINFORCING STEEL SHALL BE CENTERED IN THE MASONRY UNIT CELL, UNLESS NOTED OTHERWISE. 6. ALL REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. 7. ALL REINFORCING BARS SHALL HAVE A MINIMUM GROUT COVER OF 1/2" TO THE INSIDE FACE OF THE MASONRY UNIT, A MINIMUM OF TOTAL MASONRY COVER OF 2". 8. ALL REINFORCING BARS IN WALLS SHALL HAVE NOT LESS THAN ONE BAR DIAMETER NOR 1" CLEAR BETWEEN BARS. 9. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 3"x4". 10, GROUTING OF MASONRY BEAMS AND LINTELS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. 11. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION. 12. ALL REINFORCING LAP SPLICES SHALL BE A MINIMUM OF 72 BAR DIAMETERS BASED ON THE MAXIMUM ALLOWABLE STRESS, UNLESS NOTED OTHERWISE. EXISTING CONSTRUCTION: 1. WORK SHOWN IS NEW UNLESS INDICATED AS EXISTING. 2. EXISTING CONSTRUCTION SHOWN IS BASED UPON EXISTING CONDITIONS AND CAN BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, REVIEW ALL DRAWINGS AND VERIFY DIMENSIONS, ELEVATIONS, AND MEMBER SIZES PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE PROFESSIONAL OF RECORD IN WRITING OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. 3. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED WITH GREAT CARE IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, OR ARCHITECTURAL FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW WORK, THE PROFESSIONAL OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR WRITTEN APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS. 4. THE CONTRACTOR SHALL RESTORE ALL EXISTING INCIDENTAL CONSTRUCTION REQUIRED TO BE REMOVED TO ACCOMODATE THE ERECTTION OF THE NEW JOIST CONSTRUCTION TO ITS ORIGINAL WORKING CONDITION. 5. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE CAUSED DURING CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING AND PROTECTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL BUILDING ELEMENTS AND STRUCTURE DURING CONSTRUCTION AND DEMOLITION. MISCELLANEOUS: 1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 2. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. 4. OPENINGS 1'4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. 5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 7. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS. 8. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 9. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. VERTICAL JOIST WEB, WHERE OCCURS - LOAD ATTACHMENT X [ Y .- TOP & BOTT., Typ 2 - L2x2x1/4 STRUT - ONE EACH SIDE - WHERE "X" OR "Y" EXCEEDS 3" LOAD ATTACHMENT JOIST LOAD STRUT DETAIL SCALE: 3/4" = 1'-0" #10 TEK FLATHEAD SCREWS AT 6" O.C. EXISTING METAL ROOF DECK CONTINUOUS REINFORCING CHANNEL (,y8" THICK MIN.) BY GENERAL CONTRACTOR 1/8 V 2-8 L3x3x1/4 DETAIL C -C (AT HIGH RIB CONDITION) CONTINUOUS 8"x18ga. FLAT SHEET BY GENERAL CONTRACTOR, FASTEN WITH (2) -ROWS #10 TEK SCREWS AT 6" O.C. - METAL DE TO ANGLE 518-6 EXISTING METAL ROOF DECK L3x3x1/4 CONTINUOUS REINFORCING CHANNEL (Ys" THICK MIN.) BY GENERAL CONTRACTOR 118 1/ 2-8 DETAIL C -C (AT LOW RIB CONDITION) REFERENCE THE MECHANICAL DRAWINGS FOR RTU AND CURB INFORMATION ANCHOR CURB WITH (3) 1/4" 0 SELF DRILLING SCREWS ALONG SHORT DIM. OF UNIT & (5) 1/4"0 SELF DRILLING SCREWS ALONG LONG DIM. OF UNIT-TYP. EA. SIDES OF CURB L4x4x1/4 CURB SUPPORT SECTION E -E TYP.31161 112 EXIST. STL. JOIST BELOV OUTLINE OF RTU CURB EXIST. STL. JOIST BELOV EXIST. STL. JOIST BELOV SECTION A -A (TYP.) B CONTINUOUS 8"x18ga. FLAT --I SHEET BY GENERAL L4x4x1/4 CURB SUPPORT CONTRACTOR, FASTEN WITH (2) -ROWS #10 TEK SCREWS AT 6" O.C. DETAIL D -D (CURB FULLY SUPPORTED BY DECK RIB) L4x4x1/4 AT CURB SUPPORT L3x3x1/4 NOTES FOR ALL DETAILS: 1. TYPICAL FRAMED ROOF OPENING DETAIL APPLIES TO ALL ROOF DECK OPENINGS WITH A LEAST DIMENSION OF 13" OR LARGER OR WHERE SIGNIFICANT LOADS ARE SUPPORTED BY THE DECK OPENING. REINFORCE UNLOADED ROOF OPENINGS LESS THAN 13" BY WELDING 16 GAUGE SHEET METAL, V-0" WIDER THAN THE OPENING, TO THE METAL ROOF DECK. 2. FOR TYPICAL RTU SUPPORT FRAMING DETAIL, PROVIDE JOIST STRUTS PER JOIST STRUT DETAIL 2/S1.0. L3x3x1/4 3. CUT AND REMOVE EXISTING ROOF DECK AFTER FRAME IS INSTALLED, IMMEDIATELY PRIOR TO INSTALLING EQUIPMENT. 4. COORDINATE WITH THE MECHANICAL DRAWINGS FOR ALL LOCATION OF NEW EQUIPMENT AND MECHANICAL CONTRACTOR FOR ALL CURB AND DUCT OPENING DIMENSIONS FOR ROOF TOP EQUIPMENT. x1/4 AT CURB PORT RTU SUPPORT FRAMING PLAN AND DETAILS SCALE: 3/8" = 1'-0" 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record STRUCTURAL SEAL REFERENCE THE MECHANICAL Firm #29655, EXp, pate: 02/28/19 DRAWINGS FOR RTU AND CURB 1/2" INFORMATION MAX. 3116 1 112 CONTINUOUS 8"x18ga. FLAT 3116 SHEET BY GENERAL EXISTING METAL - - _ - - - _ CONTRACTOR, FASTEN ROOF DECK Mark A. Spalinger WITH (2) -ROWS #10 TEK I SCREWS AT 6" O.C. I EXISTING STEEL JOIST L L4x4x1/4 ANCHOR CURB WITH (3) 1/4" 0 SELF 4"sq.x1/4" DRILLING SCREWS ALONG SHORT L4x4x1/4 CURB SHEAR TAB DIM. OF UNIT & (5) 1/4"0 SELF SUPPORT DRILLING SCREWS ALONG LONG DIM. OF UNIT-TYP. EA. SIDES OF CURB SECTION B -B DETAIL D -D (CURB OVER DECK VALLEY) METAL DECK TO CONTINUOUS 20ga. "J" CLOSURE ANGLE THROUGH BY GENERAL CONTRACTOR "J" CLOSURE 5/8-6 ANCHOR CURB WITH (3) REFERENCE THE MECHANICAL DRAWINGS FOR RTU AND CURB 1/4" 0 SELF DRILLING INFORMATION SCREWS ALONG SHORT ----------- 3/16 DIM. OF UNIT &(5) 1/4"0 - - - - - - - - - - - SELF DRILLING SCREWS ALONG LONG DIM. OF UNIT-TYP. EA. SIDES OF EXISTING METAL ROOF CURB DECK L3x3x1/4 OR L4x4x1/4 (OR HSS 5x2 1/2) L3x3x1/4 OR L4x4x1/4 TYP.31161 112 EXIST. STL. JOIST BELOV OUTLINE OF RTU CURB EXIST. STL. JOIST BELOV EXIST. STL. JOIST BELOV SECTION A -A (TYP.) B CONTINUOUS 8"x18ga. FLAT --I SHEET BY GENERAL L4x4x1/4 CURB SUPPORT CONTRACTOR, FASTEN WITH (2) -ROWS #10 TEK SCREWS AT 6" O.C. DETAIL D -D (CURB FULLY SUPPORTED BY DECK RIB) L4x4x1/4 AT CURB SUPPORT L3x3x1/4 NOTES FOR ALL DETAILS: 1. TYPICAL FRAMED ROOF OPENING DETAIL APPLIES TO ALL ROOF DECK OPENINGS WITH A LEAST DIMENSION OF 13" OR LARGER OR WHERE SIGNIFICANT LOADS ARE SUPPORTED BY THE DECK OPENING. REINFORCE UNLOADED ROOF OPENINGS LESS THAN 13" BY WELDING 16 GAUGE SHEET METAL, V-0" WIDER THAN THE OPENING, TO THE METAL ROOF DECK. 2. FOR TYPICAL RTU SUPPORT FRAMING DETAIL, PROVIDE JOIST STRUTS PER JOIST STRUT DETAIL 2/S1.0. L3x3x1/4 3. CUT AND REMOVE EXISTING ROOF DECK AFTER FRAME IS INSTALLED, IMMEDIATELY PRIOR TO INSTALLING EQUIPMENT. 4. COORDINATE WITH THE MECHANICAL DRAWINGS FOR ALL LOCATION OF NEW EQUIPMENT AND MECHANICAL CONTRACTOR FOR ALL CURB AND DUCT OPENING DIMENSIONS FOR ROOF TOP EQUIPMENT. x1/4 AT CURB PORT RTU SUPPORT FRAMING PLAN AND DETAILS SCALE: 3/8" = 1'-0" 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record STRUCTURAL SEAL CASCO Diversified Corporation Firm #29655, EXp, pate: 02/28/19 4 al,t� civ Profe55ibN Icord Mark A. Spalinger License #65866 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER DATE I REVISION PROJECT NAME / LOCATION f IVO BELOW MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT N0. 319211 DELIVERY TYPE: V -BOX DRAWN: rd m CHECKED: rdm SHEET TITLE/ NUMBER GENERAL NOTES, PLAN & DETAILS S1.0 e e nB nA EXISTING DOOR OPENING IN EXIST. CONCRETE TILT -UP PANEL - SEE 2/S2.0 PARTIAL EXISTING ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" B\ EXIST. ROOF DECK EL. = 21'-0" +/- 5 S2.0 TYP. HSS POST -SEE PLAN 7 S1.0 SIM. ' 4 \ELEVATION S2.0% SCALE: 1/4" = 1'-0" SEE ARCHITECTURAL DRAWING FOR OPENING SIZE 1'-0" TYP. //-(6 S2.0 TYP. HSS POST -SEE PLAN 0 v a ih HSS Pl L 2'-0" WIDE SECTION OF EXISTING SLAB TO BE REMOVED AND NEW SECTION OF SLAB INSTALLED FOR DOOR SILL. NEW SLAB TO MATCH EXISTING IN THICKNESS, ELEVATION AND FINISH - SEE 3/S2.0 ' S DETAIL S 2. OJ SCALE: 1 1/2" = 1'-0" CAP - SEAL WELD ALL EACH SIDE) ANCHOR TO VCRETE PANEL W/ (2) kS RODS - DRILL & TO EXISTING CONCRETE TI HIT HY-200 ADHESIVE (3) SIDES - 4" LONG SIDE CENTER ROOF FRAMING PLAN NOTES: 1. RTU LOCATION NOTE,- LOCATE OTE:LOCATE ALL NEW ROOF TOP UNITS WHERE INDICATED ON PLAN. 2. JOIST VERIFICATION NOTE: THE CONTRACTOR SHALL FIELD VERIFY THAT THE DEPTHS OF THE EXISTING JOISTS INDICATED TO SUPPORT NEW ROOF TOP UNITS MATCH THE DEPTHS OF THE RESPECTIVE JOISTS INDICATED ON PLAN AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER OF RECORD PRIOR TO INSTALLING THE ROOF TOP UNITS. 3. RECONNECT EXISTING JOIST BRIDGING TO TO RESTORE TO EXISTING CONDITION. 2" (V ' 6 DETAIL S2.0 SCALE: 1 1/2" = 1'-0" HSS POST - SEE PLAN L4x4x1/4x12" (EACH SIDE) ANCHOR TO EXISTING CONCRETE PANEL W/ (2) 5/8"0 HILTI HAS RODS - DRILL & O ADHERE 4" INTO EXISTING CONCRETE PANEL W/ HILTI HIT HY-200 ADHESIVE SYSTEM 3/16 6 (3) SIDES 0 v 4q v 0 N NORTH EXISTING 2'-0" MINIMUM CONCRETE FLOOR w SLAB ON w GRADE �V III � -III CONCRETE SLAB ON GRADE (THICKNESS TO MATCH ADJACENT EXISTING - 4" MINIMUM) OVER MINIMUM 10 MIL. VAPOR RETARDER - REINFORCE SLAB W/#4 @ 12" O.C. EACH WAY - LAP 24"x 24" #4 CORNER BARS W/LONGITUDINAL BARS AT UTILITY TRENCH CORNERS III � III I IIII � ,III, #4 x 24" DOWEL @ 24" O.C. - DRILL & ADHERE 4" INTO EXISTING CONCRETE SLAB W/HILTI HIT HY-200 ADHESIVE OR APPROVED EQUAL AT ALL NEW/EXISTING SLAB INTERFACE SURFACES SEE SUBGRADE PREPARATION NOTE SHEET S1 ' 7 1 SLAB IN -FILL DETAIL S2.0% SCALE: 1" = 1'-0" NOTE: SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND LOCATIONS OF EXISTING OPENINGS TO BE INFILLED EXISTING CONC. PANEL HORIZONTAL LADDER REINFORCEMENT AT 16" O.0 #5 x 36" LONG HORIZONTAL BARS AT 48" O.C. ANCHOR INTO EXIST. CONC. PANEL WITH HILTIHIT HY 200 ADHESIVE, 4 1/2" MIN. EMBED. NEW CMU INFILL - LOCATE EXTERIOR FACE FLUSH W/ ADJACENT EXISTING CMU WALL. MASONRY INFILL DETAIL SCALE: 3/8" = 1'-0" #4 DOWEL x 52"@ 16" O.C. - DRILL & ADHERE 4" INTO MID -DEPTH OF EXISTING CONCRETE SLAB W/HILTI HIT HY-200 ADHESIVE SYSTEM EXISTING ASPHALT PAVEMENT -7 (2) #4 CONT. SEE SUBGRADE PREPARATION NOTE SHEET S1.0 SECTION SCALE: 1 " = 1'-0" 2'-0" � o0 SAWCUT & REMOVE EXISTING CONCRETE WALL PANEL AS SHOWN FOR WIDTH OF NEW OPENING #4 DOWEL W/STANDARD HOOK @ 32" O.C. - DRILL & ADHERE 4" INTO EXISTING CONCRETE PANEL W/ HILTI HIT HY-200 ADHESIVE SYSTEM 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record STRUCTURAL SEAL CASCO Diversified Corporation Firm !291PPPIexp., Date: 02/28/19 ±39'-0 5/8" ±38'-11 3/4" ±38'-5" k. z l� l r TENANT DEMISING PrdfdsfsrdrT If ecord Mark A. Spalinger License #65866 Exp. Date: 02/28/19 WALL BELOW �l w w aw awttt w� ��q��_ awe wF __0 �w W� III Q�—U` W m Q� W W EU' CIDw C0 CQ_ - z U) z co O 00 N W z 00 N w z 0 NEW RTU #1, TOTAL MAX. 0 —� w � WEIGHT = 1567# INCLUDING � w 4 � w � � w X w NEW CURB (NO TRANSITION X w NEW RTU #2, TOTAL MAX. X X w X NEW RTU #3, TOTAL MAX. X w w u~i CURB) SEE DETAILS 1/S1.0 & 2/S1.0 w WT.=2055# INCLUDING EXIST. w CURB & TRANSITION CURB AT w � w WT.=2055# INCLUDING EXIST. CURB & TRANSITION CURB AT w F EXIST. RTU LOCATION, SEE EXIST. RTU LOCATION, SEE F cn O MECH. DWG. FOR BALANCE OF MECH. DWG. FOR BALANCE OF O TENANT DEMISING -' m INFORMATION INFORMATION OUTLINE OF m WALL BELOW �u EXISTING RTU CURB i w -Ec — — — — — — — EXISTING 24KCS JOIST EXISTING 24KCS JOIST TO REMAIN w ` OJ r O III EXISTING W16 WIDE FLANGE BEAM III �� ��� �� EXISTING 24KCS JOIST EXISTING 24KCS JOIST Q N 5'-0" OUTLINE OFI EXISTING RTU CURB �� -1 �� I EXISTING W16 WIDE FLANGE BEAM Q Co TO REMAIN �— � w EXISTING ANGLE w SUPPORT FRAMING EXISTING ANGLE w w a- w n w SUPPORT FRAMING w W I o w Q p p Q M� C9� (0 U� Qw M~ CSO 0 = 3: �'`)~ CS Z O Z O �� N N Z O U)w w W �— U)w W C0 w� wcco �O w wc~i) �O w W '! HSS6x4xj STRONG 4 BACK POST S2.0 HSS6x4)a STRONG BACK POST (0 71 EXISTING CONCRETE I nll 1111 .11 1\Irl/ AT TILT -UP PANELS EXISTING DOOR OPENING IN EXIST. CONCRETE TILT -UP PANEL - SEE 2/S2.0 PARTIAL EXISTING ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" B\ EXIST. ROOF DECK EL. = 21'-0" +/- 5 S2.0 TYP. HSS POST -SEE PLAN 7 S1.0 SIM. ' 4 \ELEVATION S2.0% SCALE: 1/4" = 1'-0" SEE ARCHITECTURAL DRAWING FOR OPENING SIZE 1'-0" TYP. //-(6 S2.0 TYP. HSS POST -SEE PLAN 0 v a ih HSS Pl L 2'-0" WIDE SECTION OF EXISTING SLAB TO BE REMOVED AND NEW SECTION OF SLAB INSTALLED FOR DOOR SILL. NEW SLAB TO MATCH EXISTING IN THICKNESS, ELEVATION AND FINISH - SEE 3/S2.0 ' S DETAIL S 2. OJ SCALE: 1 1/2" = 1'-0" CAP - SEAL WELD ALL EACH SIDE) ANCHOR TO VCRETE PANEL W/ (2) kS RODS - DRILL & TO EXISTING CONCRETE TI HIT HY-200 ADHESIVE (3) SIDES - 4" LONG SIDE CENTER ROOF FRAMING PLAN NOTES: 1. RTU LOCATION NOTE,- LOCATE OTE:LOCATE ALL NEW ROOF TOP UNITS WHERE INDICATED ON PLAN. 2. JOIST VERIFICATION NOTE: THE CONTRACTOR SHALL FIELD VERIFY THAT THE DEPTHS OF THE EXISTING JOISTS INDICATED TO SUPPORT NEW ROOF TOP UNITS MATCH THE DEPTHS OF THE RESPECTIVE JOISTS INDICATED ON PLAN AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER OF RECORD PRIOR TO INSTALLING THE ROOF TOP UNITS. 3. RECONNECT EXISTING JOIST BRIDGING TO TO RESTORE TO EXISTING CONDITION. 2" (V ' 6 DETAIL S2.0 SCALE: 1 1/2" = 1'-0" HSS POST - SEE PLAN L4x4x1/4x12" (EACH SIDE) ANCHOR TO EXISTING CONCRETE PANEL W/ (2) 5/8"0 HILTI HAS RODS - DRILL & O ADHERE 4" INTO EXISTING CONCRETE PANEL W/ HILTI HIT HY-200 ADHESIVE SYSTEM 3/16 6 (3) SIDES 0 v 4q v 0 N NORTH EXISTING 2'-0" MINIMUM CONCRETE FLOOR w SLAB ON w GRADE �V III � -III CONCRETE SLAB ON GRADE (THICKNESS TO MATCH ADJACENT EXISTING - 4" MINIMUM) OVER MINIMUM 10 MIL. VAPOR RETARDER - REINFORCE SLAB W/#4 @ 12" O.C. EACH WAY - LAP 24"x 24" #4 CORNER BARS W/LONGITUDINAL BARS AT UTILITY TRENCH CORNERS III � III I IIII � ,III, #4 x 24" DOWEL @ 24" O.C. - DRILL & ADHERE 4" INTO EXISTING CONCRETE SLAB W/HILTI HIT HY-200 ADHESIVE OR APPROVED EQUAL AT ALL NEW/EXISTING SLAB INTERFACE SURFACES SEE SUBGRADE PREPARATION NOTE SHEET S1 ' 7 1 SLAB IN -FILL DETAIL S2.0% SCALE: 1" = 1'-0" NOTE: SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND LOCATIONS OF EXISTING OPENINGS TO BE INFILLED EXISTING CONC. PANEL HORIZONTAL LADDER REINFORCEMENT AT 16" O.0 #5 x 36" LONG HORIZONTAL BARS AT 48" O.C. ANCHOR INTO EXIST. CONC. PANEL WITH HILTIHIT HY 200 ADHESIVE, 4 1/2" MIN. EMBED. NEW CMU INFILL - LOCATE EXTERIOR FACE FLUSH W/ ADJACENT EXISTING CMU WALL. MASONRY INFILL DETAIL SCALE: 3/8" = 1'-0" #4 DOWEL x 52"@ 16" O.C. - DRILL & ADHERE 4" INTO MID -DEPTH OF EXISTING CONCRETE SLAB W/HILTI HIT HY-200 ADHESIVE SYSTEM EXISTING ASPHALT PAVEMENT -7 (2) #4 CONT. SEE SUBGRADE PREPARATION NOTE SHEET S1.0 SECTION SCALE: 1 " = 1'-0" 2'-0" � o0 SAWCUT & REMOVE EXISTING CONCRETE WALL PANEL AS SHOWN FOR WIDTH OF NEW OPENING #4 DOWEL W/STANDARD HOOK @ 32" O.C. - DRILL & ADHERE 4" INTO EXISTING CONCRETE PANEL W/ HILTI HIT HY-200 ADHESIVE SYSTEM 10877 WATSON ROAD ST. LOUIS, MO 63127 ARCHITECTS / ENGINEERS Professional of Record STRUCTURAL SEAL CASCO Diversified Corporation Firm !291PPPIexp., Date: 02/28/19 z l� l r PrdfdsfsrdrT If ecord Mark A. Spalinger License #65866 Exp. Date: 02/28/19 Professional of Record Professional of Record 10/12/18 1 PERMIT/BID/OWNER D DATE REVISION PROJECT NAME / LOCATION f ml%* BELOW MARKETPLACE AT SEMINOLE TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 PROJECT INFORMATION DATE: MARCH 20, 2018 PROJECT NO. 319211 DELIVERY TYPE: V -BOX DRAWN: rd m CHECKED: rdm SHEET TITLE / NUMBER EXISTING ROOF FRAMING PLAN AND DETAILS S2.0 ADJACENT TENANT B TA / 10877 WATSON ROAD ST. LOUIS, MO 63127 _ _ n ARCHITECTS /ENGINEERS SECONDARY STOCKROOM— — — / i 8.2 I I / I I I ji MANAGER'S OFFICE TO COMMON PATH OF EGRESSILI] 01 44' EXIT PATH TRAVEL DISTANCE=85'-�' I - - , I EMERGENCY LIGHT, SEE I / _ I I I A2.0 FOR DETAILS, TYP. 1 I I I I ( 1= T T i 1 S 5 A A �a -\'� \, a i (1) READILY VISIBLE DURABLE ALE RE ❑ ❑ � I SIGN THAT INDICATES 'THIS p\A00\'\A� \I3 ' \I3 �a DOOR t0 REMAIN UNLOCKED 6\ _ WHEN BUILDING 15 OCCUPIED' \� •0 \-05 — — — — I I 1 ARCHITLLL FCTIJRa. OFFICE I ` ` 0\ �� _ I I CASCO . O E83I VICES LLC MANAGERS / I ( !CICE #AA2 002 2 TE: 02/28/19 FIRE EXTINGUISHER, TYP. I EXTERIOR ` t I EMERGENCY LIGHT, co — — SEE A2.0 FOR ao I IooDETAILS, TYP. EXIT 1 t� — I UUUL� � _ I I I ''_ v / � / 5 0� D ��� I I I I �. / C5 SAGE 00 TO O I I I ,� , ,� SO,1 p1 DOOR REMAIN E]o I _ _� �� OO N 1(ZA`� �� -�� I - , I OPEN DURING - I I / �• EpN PA 1 , I BUSINESS HOURS ®( I r-ij1 SEE A2.0 Professional of Record o o i iii L _ � ' � � • I I 1 i I EXIT SIGN, OR DTYP. JAME FETAILS, s sc M TT License #AR95329 uuuuI —I — — q Exp. Date: 02/28/19 ju — — MANAGER'S OFFICE TO COMMON PATH OF EGRESS I / J U C1 I II I 44' EXIT PATH TRAVEL DISTANCE �I I I -----, ---- , z N FE fill", p �ISTOCKROOM 1 L__—__ L_ --- J I O I I I II I I tea— I i ii i L '.. 0 D DELINEATED PATH OF / i ------- YELLOW ___-, 55 TO AIN L ' fill", EGRE BEP TED YELLOW ON FLOOR IF REQ'D PER LOCAL L L ---- L_---- i it 1 AUTHORITY I O- 1 I 471 1 / I 0 I O? O ——J — o o = I INFORMATION ---- ---- ---- ---- ---- ---- 'r===7=— ---- ---- ---- /� I CENTER A - - - 10 I \ I A MENS/ WOMENS BREAK ROOM O TOILET RM. IEXIT 2 1 I 1 ADJAGENT TENANT 10/12/18 1 PERMIT/BID/OWNER DATE I REVISION PROJECT NAME / LOCATION SHEET TITLE / NUMBER LIFE SAFETY PLAN NORTH �I LIFE SAFETY ALAN 4 SCALE: 3116' 111: V=V LSP1m0 f lm%* BELOW SYMBOL DESCRIPTION NOTE: AN ADDITIONAL FIRE EXTINGUISHER HAS BEEN ADDED TO MAINTAIN A CLEAR EXIT PATH SALES FLOOR TO MEET THE 15' TRAVEL DISTANCE PER NFPA (MIN. V-8') BETWEEN TWO EXIT DOORS. 10. VERIFY LOCATION AND NUMBER OF FIRE EXTINGUISHERS MARKETPLACE AT SEMINOLE XX'� TRAVEL DISTANCE TO EXIT WITH FIRE INSPECTOR TOWNE CENTER 1771 WP BALL BLVD SANFORD, FL 32771 <x= EGRESS WIDTH PROVIDED ® FIRE EXTINGUISHER W/NORi" IAL HAZARD RATING FIRE EXTINGUISHER MTG. HEIGHT PROJECT INFORMATION 8.0. OF EXTINGUISHER 9 30' A.F.F. NOTE FIRE EXTINGUISHER TO BE FIELD LOCATED PRIOR TO FINAL C.O. DURING WALK THRU WITH DATE: MARCH 20, 2018 LOCAL FIRE INSPECTOR HAVING JURISDICTION. PROJECT NO. 319211 DELIVERY TYPE: V -BOX EXIT SIGNS TO BE LOCATED IN ACCORDANCE WITH NF.P.A. 101 SECTION 5-10 'MARKING OF MEANS OD EGRESS'. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE W/ NF.PA. 10 (VERIFY W/ FIRE MARSHALL) THE PLAN LOCATED FIRE EXTINGUISHERS ARE THE SUGGESTED MINIMUM TO BE VERIFIED BY THE AUTHORITY HAVING JURISDICTION. DRAWN: AAB LIFE 5AFET*r LEGEND CHECKED: RTW SHEET TITLE / NUMBER LIFE SAFETY PLAN NORTH �I LIFE SAFETY ALAN 4 SCALE: 3116' 111: V=V LSP1m0